13031/ T
ENCROACHMENT PERMIT
cF F ~otis PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
tkMR.IS_KtPEWMITS► .
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: 3/21/2013
LOCATION OF CONSTRUCTION: Madison Club; TM 33076-1; Madison Street Median and Parkway between Avenue 52 & Avenue 54
PURPOSE OF CONSTRUCTION: Madison Street Median and Parkway Landscape Improvements between Avenue 52 and Avenue 54
DESCRIPTION OF CONSTRUCTION: Madison Street Median & Parkway Landscape Improvements Per City of La Quinta and CVWD Approved Plans
DIMENSION OF INSTALLATION OR REMOVAL: Median: Approximately 12'x5,280'; Parkway: Approximately 25'x 5280'
APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/1/2013 TIME OF COMPLETION:
ESTIMATED CONSTRUCTION COST: $481,450.00 (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 Lat(760)
l 15 �`started at�r7�0) 77711 1
7097. To submit an inspection request, leave a message on the Inspection Request Hot�71b97 oriorho�1..30_P M1_at
least twenty-four (24) hours prior to the anticipated inspection.lIIUJJlComply with all applicable City Ordinances, the terms and conditions of the permit and au a4dooff-thitof La Quinta and to pay for any additional replacement necessary as the result of this w
A UINTA
X PT
Signature of A 11ficant or Agent
East of Madison, LLC. 80955 Avenue 52, La Quinta, CA 92253 (602)920-7183
Name of Applicant Business Address Telephone No
Valley Crest Landscape Development, Inc. 3242 Halladay St., Suite 203, Santa Ana, CA 92705 (714)327-5363
Name of Contractor and Job Foreman Business Address Telephone No.
133947 A00133947
Contractor's License Number City Business License No
ACE American Insurance Company HDO G24548375
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 Revenue Code
Inspection Fee E_1 $0.00
Permit Fee EE=1 $19,806.00
As -Built Deposit E-A $0.00
Cash Deposit -Surety Bond, E_B $0.00
if required
TOTAL $19,806.00
PERMIT NUMBER: 13031
DATE ISSUED: ".PVC-- A/ W15
EXPI TI DATE: n.e Zoll
BY:
WORK INSPECTED BY*:
PERMIT COMPLETION DATE*:
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
,,JeA,j Fe4
5"4ej'" ( e
Date:
Tity 4 4Qul�ra
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: Project Name:
Vic
'1 - . � � = t
Purp��f�tru(i.e.: ouh Grading ffs't, etc.
r/��,
Description of Construction i.e See Plan_ $et No.. 01234)
Dimension of Installation or Removal:
Approximate Construction Start Date: IYA'I— Z
Approximate. Construction Completion Date:
Estimated Construction Cost: $ .
Estimated Construction Cost shall include the removal of all obstructions, mate -rials, and debris, back -filling, compaction an
placing permanent resurfacing and or replacing improvements -" / / H 6�0
Contact Name: P -4R 09% Phone Number: 4!0.!-
'709' 7/B;
Name of Applicant/Owner:
Applicant Address: U! /
Applicant Telephone Number:.
Applicant E-mail Address: /P�osfG �SGovP�� arl Go.Gow!
2, b4( , Te- Name of Contractor: U%lY�
2� 4 rs x 1 3 Contractor Address:
Contractor Telephone Number: / 3;t7- s3C-3
Contractor State License Number: 7
$� 6 Contractor City Business License Number: 0/33 ¢ "
Contractor E-mail Address:/L0L74�IICU ,
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
C i,naia Te�rwance Qe!'S: Anv
Applicant or Contractor General Liability Insurance Policy Number:
Do frZ4s�-83?S
Office Use Only:
Inspection Fee: d' a1 9'
Permit Fee:
As -Built,
Deposit: .
Dust. Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
nve/unecKlists — orms & A-p-pTi—caffi—ons/Applicat
Office Use Only:
Assigned Permit Number: O
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
t '
K
.t :hs ar •�
•
�
t
-aq ti r1\ . ! t�r..lY 4.'.°' ... 4 Y/4•• �+, ..` r•'; `�,.! - tf1
a .i •� YG •
Is
tt t'AA. `, !• • 4�
,Z45 "A w r J.. 4� .� .wr.. .•i,�„•�.•� q .C,4 \ �
LANDSCAPE
PROPOSAL
Scope:
Landscape and Irrigation
Project:
Madison Streetscape Perimeter & Median
La Quinta, California
ValleyCrest
Landscape Development
i
LANDSCAPE
PROPOSAL
Scope:
Landscape and Irrigation
Project:
Madison Streetscape Perimeter & Median
La Quinta, California
ValleyCrest
Landscape Development
F
MADISON CLUB/DISCOVERY LAND
Madison Perimeter Streets and Median
August 19, 2010
Attn: Jeff Prevost
Madison Club/Discovery Land
80-955 Avenue 52
La Quinta, CA. 92253
RE: Madison. Perimeter Streets and Median Landscape & Irrigation
ValleyCrest Landscape Development (VCLD) is pleased to submit proposal for the
Madison'Perimeter Streets and Median Landscape & Irrigation based on:
Plans:
• L1 thru L6 plot date 2/14/08, LCD1, LCD2, LS1 plot date 1/30/08 (Median Irrigation)
• IR -1 dated 5/14/07, IR -1 thru IR -19, ID -1, ID -2, ID -3, IS -1 dated 5/30/07 (Perimeter
Irrigation)
• L7 through L-18, LCN1' thru LS4 dated 2/14/10& 4/5/10 (Median Planting)
• L-0, L-1 thru L-39, LS -1 thru LS -3 dated 5/30/07 & 4/8/10 ) (Perimeter Planting)
• LF -0 thru LF -7 dated 12/21/07 & 4/8/10 (Perimeter Fence),
Specification sections:
• On Plans
Addenda:
• NA
Prepared by:
• VITA Landscape Architecture
• David Evans & Associates
The following scope of work is included in this proposal:.
Landscape. Planting
• Irrigation
• 60 Day Post -Installation Maintenance
• Vinyl Fence
• Boulders, Loose Deco Cobble Rock & Mortar Set Cobble Rock
• Decomposed Granite Trail w/ Concrete Edging
• Stamped Concrete
[2of4]
.................................................................................................................
6 ValleyCrest Landscape Development, Inc.
MADISON CLUB/DISCOVERY LAND
Madison Perimeter Streets and Median
Please note these exclusions and qualifications as part of our proposed bid:
1 Specific items shown on plans, but determined to be previously installed as of the date
of our site inspection (8/16/10) are excluded. The excluded items included trees (and
associated irrigation materials) planted along perimeter of Madison and Avenue 54.
2 ValleyCrest will receive the site clean, free of weeds and construction debris and in a
condition plus or minus one-tenth of a foot from finish grade or sub -grade as required.
Planting spoils to be spread on site.
3 ValleyCrest is to have access to the site prior to the installation of paving or walls to
allow for the placement of sprinkler pipes and control wire conduits. Cutting or patching
of, coring through and/or boring or jacking under pavements is excluded.
4 Irrigation components are included in pricing per Irrigation Legend on sheet IR -1 dated
5/14/07 from a previous set of plans (Irrigation legend on provided sheet IR -1 dated
5/30/07 is 'incomplete).
5 Boulder pricing includes 12 boulders (4 each 2', 4 each 3' and 4 each 5') per details.
No quantities are shown on plans, only.locations of boulder clusters.
6 Bonding is not included in this pricing. ValleyCrest is bondable at a rate of 1 % should
bonding be required.
7 The following items are specifically excluded:
- Import or export of soils
- Lighting & Electrical
Concrete Rail Fencing
Permits and fees
Traffic control
Water meter, water meter fees and water costs
Electrical supply to controller location(s).
Liquidated damages
Proposal Amount:
Please refer to attached bid forms for pricing
Upon review of this document, please do not hesitate to contact me for any additional
information or clarification you require.
Sincerely,
Jeff Mutch
Business Developer
ValleyCrest Landscape Development, Inc.
(714) 503-5914 direct
[3of4]
.................................................................................................................
ValleyCrest Landscape Development, Inc.
diDDERS INSTRUCTIONS, Page 2
SUBMISSION OF BIDS: Please attach this sheet to the Bidder's Proposal.
LANDSCAPE:
Planting 60 Day Maint
Madison Street:
$ 2 82, 10 0. 00 $ 7,66.0.00
Madison Street Median:
($295,-230 00 1-$74:,.29.0:00-7
Avenue 54
$ 356, 430 . 00 $ 7,800.00
Monroe Street
$ 313 , 700 . 00 $ 4,110.00
TOTAL:
$ 1,247,460.00 $ 23,860.00
Grand Total Planting & Maintenance
$1,271,320.00
IRRIGATION
Madison Street;
$ 94 , 890. 0 0
Madison Street Median:
� 10 7-1-6 5 0 .'0 0
Avenue 54:
$ 102, 525.00
Monroe Street:
$ 83,890.00
TOTAL:
$ 388,955.00
PERIMETER TRAIL FENCE
Madison Street:
$ 50,045.00
Avenue 54:
$ 41, 280.00
Monroe Street:
$ 23,680.00
TOTAL:
$115,005.00
GRAND TOTAL OF LANDSCAPE, IRRIGATION, & FENCE:
$1,775,280.00
ALTERNATES:
(3A) - Down size tree box
$ ($183, 02 0 . 0 0 )
(38) - Down size shrubs
$ ($7 8 ., 84 0 . 0 0 )
(3C) - Concrete fence to PVC fence
$ NA
_*Please see
attached sheet
for additional*
bid items
2.9 V, Z410
t 1 o7, bs°
BIDDERS INSTRUCTIONS (SUPPLEMENTAL)'
SUBMISSION OF BIDS
s
Selected Hardscape Items
Decomposed Granite Trail
Madison Street
$
81,415.00
Madison Street Median
NA
Avenue 54
$
82,020.00
Monroe Street
$
40,600.00
Concrete Curbing at Both Sides of Trail
Madison Street
$
79,690.00 .
Madison Street Median
NA
Avenue 54
$
80,280.00
Monroe Street
$
39,740.00
Additional Median Work
Boulders
$
—5-,750.00
Loose Deco Rock
$
_23,055.00
015770
Mortar Set Rock
$
^_37;550:00 '
Stamped Concrete
$
92,215.00
GRAND TOTAL SELECTED HARDSCAPE
$
482,315.00
4-02.1990
713�5`7a
�����v
14, .. •, City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 13031
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 noted 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 notify 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
Tine and the existing road paving shall be two and a half inches (2 %") 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.
P � i
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may, conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No.excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT.PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City Of La
Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La 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') Many 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.
N
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St
} Between Ave 52 and Ave 54
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 § 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. The issuance of this permit and the City and CV WD 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.
3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
4. East of Madison, LLC (Jeff Prevost) and Valley Crest Landscape Development, Inc., hereinafter
. referred to as "Permittee",shall be responsible for providing continuous dust and erosion control.
5. ' Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more .
frequently, if required.
6. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. at least 24hrs prior to the anticipated inspection.
7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City 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 1 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.
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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is to be altered in any way.
Special Conditions Page I of
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St
Between Ave 52 and Ave 54 .
9. 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.
10. 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
11. 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.
12. Pursuant to Section 14.16.250 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982), at
F residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify.the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops, .
irrigation lines, electrical conduits, and storm drain facilities.
14. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements; signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
Special Conditions Page 2 of 6
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St Between
Ave 52 and Ave 54
15. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design
of Highways and Streets, .stn Edition" or latest, in the installation of all appurtenances abutting and within
the. public street right-of-way.
16. 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
17. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall
be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the .
permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy
shall name the City as an additional insured.
18. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being
encroached upon.
19. 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.
20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
21. The permittee is required, to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic .delays
b. Time of construction
c. 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.
22. Pursuant to Section 14.16.3 70 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 of the latest edition of the
Standard Specifications for Public Works. Construction (SSPWC), except as otherwise specified herein.
Special Conditions Page 3 of 6
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St Between
Ave 52 and Ave 54
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 Jocations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given.length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
Special Conditions Page 4 of 6
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St
Between Ave 52 and Ave 54
23. 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.
24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
25. Access and egress to all local properties shall be maintained at all times.
26. , 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.
C. Permanent pavement replacement shall be installed using a City approved 3/4" 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.
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.
Special Conditions Page 5 of 6
v�
PERMIT NO. 13031
Madison Club / Median & Parkway Landscaping / TM 33076-1; Madison St
Between Ave 52 and Ave 54
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 1/4" 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.
27. 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.
28. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
29. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
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.
30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
31. - The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
32. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
See below for Finance Revenue Codes
`:i1?1i14t 4 etfv Qgt!4
ENCROACHMENT PERMIT
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: 3/21/2013
LOCATION OF CONSTRUCTION: Madison Club; TM 33076-1; Madison Street Median and Parkway between Avenue 52 & Avenue 54
PURPOSE OF CONSTRUCTION: Madison Street Median and Parkway Landscape Improvements between Avenue 52 and Avenue 54
DESCRIPTION OF CONSTRUCTION: Madison Street Median & Parkway Landscape Improvements Per City of La Quinta and CVWD Approved Plans
DIMENSION OF INSTALLATION OR REMOVAL: Median
APPROXIMATE TIME WHEN WORK WILL BEGIN: 4/1/2013
12'x 5,280'; Parkway: Approximately 25'x 5280'
TIME OF COMPLETION:
ESTIMATED CONSTRUCTION COST: $481,450.00 (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 1:30 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
East of Madison, LLC. 80955 Avenue 52, La Quinta, CA 92253 (602)920-7183
Name of Applicant Business Address Telephone No
Valley Crest Landscape Development, Inc. 3242 Halladay St., Suite 203, Santa Ana, CA 92705 (714)327-5363
Name of Contractor and Job Foreman Business Address Telephone No.
133947 A00133947
Contractor's License Number-y-N5uwace CL,,w-ge4,( on ,6'/2.(1/3 City Business License No
Ironshore Specialty Insurance Folom F�D f, xfa4*50N [L C 01154900
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee E_1 $0.00
Permit Fee EE=1 $19,806.00
As -Built Deposit E-A $0.00
Cash Deposit -Surety Bond, EE=6 $0.00
if required
TOTAL $19,806.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 13031
DATE ISSUED: _
EXPIRATION DATE:
BY:
WORK INSPECTED BY':
PERMIT COMPLETION DATE':
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
t
GENERAL NOTES:
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN
THE TRAFFIC CONTROL DEVICES AS SHOWN
ROAD
WORK
}.:
h
THRU
TRAFFIC
THRU
TRAFFIC LANE
SHARE LEFT LANE
BIKE LANE
CLOSED THE MUST
w2a1
i
eG20-2
RIGHT LANE'
,
MUST
END
ROAD WORK
LEGEND:
PROPOSED 42" PORTABLE DELINEATORS WITH
° REFLECTIVE BANDS (SPACED AS NOTED IN PLAN)
TRAFFIC CONTROL SIGN ON 42 PORTABLE "
HEREIN AS WELL AS ANY ADDITIONAL TRAFFIC
'
AHEAD
MERGE
MERGE CLOSED
TURN RIGHT
d
CONTROL DEVICES AS MAY BE REQUIRED TO
LEFT
RIGHT
AHEAD ROAD TURN LEFT
DELINEATORS WITH REFLECTIVE BANDS
ENSURE THE SAFE MOVEMENT OF TRAFFIC AND
t
W
PROPOSED SIGN MAY BESMOUNTED ON EXTY ISTING FACILITIES)
PEDESTRIANS THROUGH OR AROUND THE WORK
AREA' AND TO PROVIDE MAXIMUM PROTECTION AND
W20-1
W4 -7(L)
W4 -7(R) W12-1 C30(CA)
W20-6(BIKE) W11-1 W16-1 R3 -7(L)
Z
Q
R3 -7(R) J! R3-4
G2a2
d EXISTING SIGN AND POST
SAFETY TO CONSTRUCTION WORKERS.
W
PROPOSED HIGH LEVEL WARNING DEVICE WITH SIGN
2. ALL CONES AND DELINEATORS USED FOR
500' .
Q
I
NIGHT WORK SHALL BE EQUIPPED WITH
_
x/R PROPOSED TYPE it BARRICADE / WITH SIGN(S)
REFLECTIVE BANDS. DELINEATORS TO THE RIGHT
HA
-STOP
d~-
� �
ALL WAY
F--i/i= + PROPOSED TYPE III BARRICADE /WITH SIGN(S)
OF TRAFFIC SHALL HAVE WHITE .BANDS,
LO
DELINEATORS TO THE LEFT OF TRAFFIC SHALL
DOUBLE -POST SIGNS ON
ylls y�1S
cmS
PORTABLE CHANGEABLE MESSAGE SIGN
HAVE YELLOW BANDS.
MEDIAN ISLAND
3. THE CONTRACTOR SHALL NOTIFY THE CITY»>
-a
FLASHING ARROW SIGN (FAS)
ENGINEERING DIVISION AT LEAST FIVE WORKING
MADISON ST
R1-4
,' R1-1
R1-4
PROPOSED WORK AREA
DAYS IN ADVANCE OF IMPLEMENTING ANY
G2a2;q
'
CONSTRUCTION AREA TRAFFIC CONTROL.
a
�
R1-1 R1-4
,I
�
FLAGGER /TRAFFIC .CONTROL OFFICER
4. ALL SIGNS, STRIPING, DELINEATORS,
— — —
— -
— — — r — — — —
— — — — — — — — —
-
- - -
.CENTERLINE/ALIGNMENT
NEATION
OF PROPOSED DELINEATION
OS I
BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES AND THEIR INSTALLATION SHALL CONFORM -
'A
�, _
MAQ�SO
TO THE LATEST EDITION OF THE CALIFORNIA
W2a1
w4 -7(L) ;
R3 -7(R
N T
$
M.U.T.C.D. AND THE CALTRANS STANDARD PLANS
C30(CA)
AND SPECIFICATIONS.
R3-4
5. THE CITY ENGINEERING - DIVISION
REPRESENTATIVES RESERVE THE RIGHT TO
1
W12-1�...........,0:::.....::. :- �$::::::::.':$::::::.....:�- :.[.""::::o- :.:.................p. p....
- .
��
500'
- o . -• Ix
--o -- ..........o
b
C30(CA)
OBSERVE THESE TRAFFIC CONTROL PLANS IN USE
- - - -
- - - - - 11' MIN .............. ..............
............. .............
o
W11-1 A
�j
\
AND TO MAKE ANY NECESSARY CHANGES AS FIELD
2
�
p(
W16-1 !,Y
..='=-- 12 MIN
R3-4
CONDITIONS WARRANT. ANY SUCH CHANGES SHALL
SUPERSEDE THESE PLANS AND THE CONTRACTOR
SHALL IMMEDIATELY SEND A DETAILED DESCRIPTION
W2a1
W47(L) ;.
R3 -7(R) W20-5(BIKE)
I
W11-1
w16-1
L3W
R3-7 R
Ok b
R1-1
OR DRAWING OF SAID CHANGES TO RIGHT OF
R1-4
Silk
Sii� S10P Si(� Ri -4
'
W20-1WAY,
. INC.
60V
600'
600'
300' SHIFT TAPER
50't
6. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED
FIRE, POLICE, AND TRANSIT SERVICES AT LEAST
FIVE WORKING DAYS PRIOR TO CONSTRUCTION ON
CMTO BE LOCATED
FRAME 1:S ROAD
WORK
-•.q
ANY ROADWAY WHERE BUS SERVICE IS PROVIDED.
SOUTH OF 55TH AVE AHEAD
500'
i
250't
7. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC
CONTROL DEVICES IN THEIR PROPER POSITION AT
ALL TIMES, AND SHALL REPAIR, REPLACE, ORCMS
FRAME 2: EXPECT
TEXT DELAYS
THE CONTRACTOR
SHALL PROVIDE A
CLEAN THESE DEVICES AS NECESSARY ' TO
FLAGGER TO CONTROL
PEDESTRIANS
PRESERVE THEIR APPEARANCE AND CONTINUITY.
8. THE CONTRACTOR SHALL PROVIDE FLAGGERS
AS DEEMED NECESSARY. SUCH FLAGGERS SHALL
FRAME 3: USE
ALT
G20-2 SR
Q W20-1
G20-2
HAVE BEEN TRAINED IN ACCORDANCE WITH
ROUTE
CALTRANS RECOMMENDATIONS.
9. ALL TEMPORARY TRAFFIC CONTROL DEVICES
SHALL IMMEDIATELY BE REMOVED FOLLOWING
COMPLETION OF EACH CONSTRUCTION STAGE AND
THE PERMANENT' TRAFFIC CONTROL DEVICES SHALL
BE .RESTORED BY THE CONTRACTOR UPON
COMPLETION OF EACH STAGE.;►sG2a2
w2a1
10. - .THE 'CONTRACTOR 'SHALL COMPLY WITH THE
_
1
I
REQUIREMENTS OF `THE AMERICANS " WITH
DISABILITIES ACT AS RELATED . TO PEDESTRIAN
W
i
ACCESS AND SHALL MAINTAIN .,PEDESTRIAN ACCESS
Q
AT ALL TIMES PER ADA REQUIREMENTS.
W
11. THE CONTRACTOR SHALL COVER OR REMOVE
Q
ALL CONFLICTING SIGNS AND PED HEADS.
500'
12. LOCAL AND EMERGENCY ACCESS SHALL BE
MAINTAINED AT ALL TIMES.
PHASE 2
2
i
13. NO SIGNS OTHER THAN THOSE CALLED FORLO
ON THESE PLANS SHALL BE PLACED IN THE
DOUBLE -POST SIGNS ON
uii5 wi5 nIs
1 tliii
PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN
APPROVAL OF THE CITY AND RIGHT OF WAY, INC.
MEDIAN ISLAND
a
x
14. ALL DRIVEWAYS AND SIDE STREETS SHALL BE4
G20-2)0MADISON ST
R1-1
R1-4
KEPT OPEN AT ALL TIMES EXCEPT WHEN
a
R1-1
CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT
R1-4
OF THE DRIVEWAY OR SIDE STREET.
— — — — — — —
- — — — — — — —
-
15. THE CONTRACTOR SHALL AT' ALL TIMES
DURING CONSTRUCTION MAINTAIN A BUFFER SPACE
- _
M
AO�SO/�
W20-1
W4 -7(R);
R3 -7(L
J�4 C30(CA)
J2 I
--�_
S7
OF TWO FEET (2') BETWEEN VERTICAL
C30(CA)
_
OBSTRUCTIONS AND THE ADJACENT TRAVEL LANES
AND FIVE FEET 5 OF BUFFER SPACE BETWEEN
(')
— — —
MIN.
`
_ .... o ---.........o -....� p..............p.... o ... p --•.._....-- o ........- - - -- .
C30(CA)
OPEN EXCAVATIONS AND THE ADJACENT TRAVEL
—
— — -- — — ........ :az::::::...10
.--•$
W12-1
.-..::..:::. ...__......;
.--..$ $. cs•---•--�-- p------• p ----••-•----•-o---- o-•- -
o_ -
r I
-�,
500'
LANES.
a�.l
16. ALL OPEN EXCAVATIONS ON PUBLIC STREETS
- - - -
- - - - -
__...
-"
SHALL BE BACK-FILLED OR STEEL -PLATED FOR
TRAFFIC USE OUTSIDE THE WORKING HOURS.
"STEEL PLATES AHEAD" SIGNS SHALL BE PLACED
W20 -1w4
11{
7(R) I
R3 -7(L)
b
12' MIN
I
\
ON BARRICADES IN ADVANCE OF STEEL PLATES.
R
R 1-4
ALL STEEL PLATES SHALL BE PROPERLY
g 1-1
c c R1-4
Si(� Sid Sid
}
"
W20-1Sid
INSTALLED AND . SHALL HAVE TRANSITIONS
600'
600'
600' ^
300' SHIFT TAPER
5011
PROPERLY RAMPED.
I
17. THE CONTRACTOR SHALL CONTACT THE CITY
SIGNAL TECHNICIAN FOR ANY SIGNAL TIMING
FRAME 1:
CMS TO BE LOCATED
z
AND/OR DETECTION MODIFICATIONS, INCLUDING
SOUTH OF 55TH AVE AHEAD
500
i
250't
z
cy
DISABLING OF AUDITORY CROSSING SIGNALS,
c�
g
WHILE WORKING NEAR SIGNALIZED INTERSECTIONS
t
FRAME 2: EXPECT
g
AND CROSSWALKS.
CMS TEXT DELAYS
w
Z
18. FLASHING BEACONS SHALL BE PLACED ON
K
D
w
ALL BARRICADES AND ADVANCED WARNING SIGNS
z
¢
=
DURING NIGHT WORK.
19. WORK HOURS AND DATES ARE AS NOTED IN
FRAME 3: USE
ALT
G20-2
St
�
� Q W20-1
ROUTE
G20-2THIS
LO
`t
PLAN OR AS SPECIFIED IN THE CITY -ISSUED
LO
Q
PERMIT(S).
a
f-
VI
CONTRACTOR: VALLEY CREST LANDSCAPE DEVELOPMENT
DATE PREPARED: 2-22-13
PLANS PREPARED BY:
s
CITY-
OF
LA
QUINTA.z
RECOMMENDED BY: DATE:
(n
e ' PROJECT LOCATION: MADISON STREET AT 54TH AVENUE SCALE: 1"=40'1Y�yd�`�C�
f
N
o
PROJECT DATES : PER THE CITY—ISSUED PERMIT
DRAWN BY: BEN COLES
Q
A
TEMPORARY
TRAFFIC CONTROL PLAN FOR
�T�'
Q
PROJECT DURATION: 30 WORKING DAYS CHECKED BY: BRAD SIMS
2 REVISIONS COMPLETED PER CITY COMMENTS
BC 6-14-13
WORKING HOURS: PER THE CITY—ISSUED PERMIT
SHEET 1 OF 1
APPROVED BY: DATE:
SHEET
NORTHBOUND LANE CLOSURES ON
1 REVISIONS COMPLETED PER CITY COMMENTS
BC 3-7-=13 ,
THOMAS GUIDE: 5470, C-2
DRAWING N0: 1034-1
.sem
,o
SCALE iN FEET- �*--40'
0
150 E. Arrow Hwy - San Dimas, CA 91773
MADISON STREET
NORTH
OF 54TH AVE
1 OF 1 ' .
0
NO. DESCRIPTION: BY: ` DATE:_ PROJECT NO: 1034
a
Phone: (626) 930-9292 Fax: (626) 930-9220,
;6-14-13
TITLE: _
a
REVISIONS
0 10 20 40 80 120
t
z
M
OF
tai
D
z
Ld
L0
a
w
Of
V)
z
0
V)
0
w
3
a
GENERAL NOTES:
1. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ROAD THRU THRU LANE BIKE LANE LEFT' LANE
THE TRAFFIC CONTROL DEVICES AS SHOWN WORK TRAFFIC TRAFFIC SHARE
CLOSED THE MUST
HEREIN, AS WELL AS ANY ADDITIONAL TRAFFIC AHEAD MERGE MERGE CLOSED ��- ROAD TURN LEFT
CONTROL DEVICES AS MAY BE REQUIRED TO < > LEFT RIGHT
ENSURE THE SAFE MOVEMENT OF TRAFFIC AND
PEDESTRIANS THROUGH OR AROUND THE WORK
AREA AND TO PROVIDE MAXIMUM PROTECTION AND W20-1 w4 -7(L) W4 -7(R) W12-1 C30(CA) W20-5(BIKE) W11-1 W16-1 R3 -7(L)
SAFETY TO CONSTRUCTION WORKERS.
2. ALL CONES AND DELINEATORS USED FOR
NIGHT WORK SHALL BE EQUIPPED WITH
REFLECTIVE BANDS. DELINEATORS TO THE RIGHT PHASE 1
OF TRAFFIC SHALL HAVE WHITE BANDS,
DELINEATORS TO THE LEFT OF TRAFFIC SHALL DOUBLE -POST SIGNS ON
HAVE YELLOW BANDS. MEDIAN ISLAND
3. THE CONTRACTOR SHALL NOTIFY THE CITY
ENGINEERING DIVISION AT LEAST FIVE WORKING MADISON ST
DAYS IN ADVANCE OF IMPLEMENTING ANY G20-2)3
CONSTRUCTION AREA TRAFFIC CONTROL.
4. ALL SIGNS, STRIPING, DELINEATORS,
BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES AND THEIR INSTALLATION SHALL CONFORM
TO THE LATEST EDITION OF THE CALIFORNIA W20-1 W4 -7(L) R3 -7(R
M.U.T.C.D. AND THE CALTRANS STANDARD PLANS
AND SPECIFICATIONS. C30(CA) C30(CA)
5. THE CITY ENGINEERING DIVISION 1 i
REPRESENTATIVES RESERVE THE RIGHT TO W12-1 �- ...."'�` ""-'"' '-'-"-' .�$========-� ` $ �:......:o::::.[......' 'o" _ :oc' o - .._......o. ..o_....
- -...._ .,.,,. . ...
.-o- . o ..... ...-o ... -- IX �'
OBSERVE THESE TRAFFIC CONTROL PLANS IN USE - - - - - - - - - 11' MIN -0""-"'-"-----.'.-•...--•-'-o------•-•-----o-------- --•• c�--------
`� I �i
AND TO MAKE ANY NECESSARY CHANGES AS FIELD w2a1 � W4 -7(L) � R3 -7(R) W20-5(BIKE)
�
CONDITIONS WARRANT. ANY SUCH CHANGES SHALL I
SUPERSEDE THESE PLANS AND THE CONTRACTOR W11-1
SHALL IMMEDIATELY SEND A DETAILED DESCRIPTION LW16-1
OR DRAWING OF SAID CHANGES TO RIGHT OF 300'
WAY, INC. 600' 600' 600' 300' SHIFT TAPER
6. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED
FIRE, POLICE, AND TRANSIT SERVICES AT LEAST
FIVE WORKING DAYS PRIOR TO CONSTRUCTION ON FRAME 1: ROAD
CMS TO BE LOCATED WORK
ANY ROADWAY WHERE BUS SERVICE IS PROVIDED. SOUTH OF 55TH AVE AHEAD
7. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC
CONTROL DEVICES IN THEIR PROPER POSITION AT FRAME 2: EXPECT
ALL TIMES, AND SHALL REPAIR, REPLACE, OR CMS TEXT DELAYS
CLEAN THESE DEVICES AS NECESSARY TO
PRESERVE THEIR APPEARANCE AND CONTINUITY.
8. THE CONTRACTOR SHALL PROVIDE FLAGGERS FRAME 3: USE
AS DEEMED NECESSARY. SUCH FIAGGERS SHALL ALT
HAVE BEEN TRAINED IN ACCORDANCE WITH ROUTE
CALTRANS RECOMMENDATIONS.
9. ALL TEMPORARY TRAFFIC CONTROL DEVICES
SHALL IMMEDIATELY BE REMOVED FOLLOWING
COMPLETION OF EACH CONSTRUCTION STAGE AND
THE PERMANENT TRAFFIC CONTROL DEVICES SHALL
BE RESTORED BY THE CONTRACTOR UPON
.COMPLETION OF EACH STAGE.
10.
THE -CONTRACTOR. SHALL COMPLY ' WITH • THE
REQUIREMENTS OF THE AMERICANS WITH
DISABILITIES ACT AS RELATED TO PEDESTRIAN
ACCESS AND SHALL MAINTAIN -PEDESTRIAN ACCESS
AT ALL TIMES ,PER ADA REQUIREMENTS.
11. THE CONTRACTOR SHALL COVER OR REMOVE
ALL CONFLICTING SIGNS AND PED HEADS.
12. LOCAL AND EMERGENCY _ACCESS SHALL BE
MAINTAINED AT ALL TIMES.
13. NO SIGNS OTHER THAN THOSE CALLED FOR
ON THESE PLANS SHALL BE PLACED IN THE DOUBLE -POST SIGNS ON
PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN MEDIAN ISLAND
APPROVAL OF THE CITY AND RIGHT OF WAY, INC.
14. ALL DRIVEWAYS AND SIDE STREETS SHALL BE G20 -2x1 MADISON ST
KEPT OPEN AT ALL TIMES EXCEPT WHEN
CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT
OF THE DRIVEWAY OR SIDE STREET.
15. THE CONTRACTOR SHALL AT ALL TIMES
DURING CONSTRUCTION MAINTAIN A BUFFER SPACE W20-1 W4 -7(R) R3 -7(L
OF TWO FEET (2') BETWEEN VERTICAL C30(CA)
OBSTRUCTIONS AND THE ADJACENT TRAVEL LANES \ J
AND FIVE FEET (5') OF BUFFER SPACE BETWEEN _ i o.
_ 10' MIN � -- o• ............. ... � ...
OPEN EXCAVATIONS AND THE ADJACENT TRAVEL — — — ._........., o - .o.. .0
LANES.
16. ALL OPEN EXCAVATIONS ON PUBLIC STREETS
SHALL BE BACK-FILLED OR STEEL -PLATED FOR W20 -1w4 -7(R) - R3 -7(L)
TRAFFIC USE OUTSIDE THE WORKING HOURS:
"STEEL PLATES AHEAD" SIGNS SHALL BE PLACED
ON BARRICADES IN ADVANCE OF STEEL PLATES.
ALL STEEL PLATES SHALL BE PROPERLY
INSTALLED AND SHALL HAVE TRANSITIONS 600' 600' v 600' 300' SHIFT TAPER
PROPERLY RAMPED.
17. THE CONTRACTOR SHALL CONTACT THE CITY FRAME 1: ROAD
SIGNAL TECHNICIAN FOR ANY SIGNAL TIMING CMS TO BE LOCATED WORK
AND/OR DETECTION MODIFICATIONS, INCLUDING SOUTH OF 55TH AVE AHEAD
DISABLING OF AUDITORY CROSSING SIGNALS,
WHILE WORKING NEAR SIGNALIZED INTERSECTIONS FRAME 2: EXPECT
AND CROSSWALKS CMS TEXT DELAYS
a !!9 !�g
W20 -1i I I
I I I
W I
� � I
Z
W
500' Q I I
= I I
L0
�1S �1S �1S
R1-1 ,
R1-4
PHASE 2
F9
D
R3 -7(R) kb
R1-1
R1-4
—50't i
RIGHT LANE
MUST END
?SG20-2 TURN RIGROAD WORK
HT .
4 R3 -7(R) ` R34 G20-2
STOPA WAY
AY
R1-1 R1-1 R1-4
R1-4
a _A4,4DISOgtz
V
ST
)a
R3-4
W11-1 A' •-�_ 12' MIN
R3 -4W16-1
R1-1
S11 S11� S1� R1-4
500' 250'±
THE CONTRACTOR SHALL PROVIDE A
I FLAGGER TO CONTROL PEDESTRIANS
4 w20-1
LEGEND:
C PROPOSED 42" PORTABLE DELINEATORS WITH
REFLECTIVE BANDS (SPACED AS NOTED IN PLAN)
TRAFFIC °I
DELINEATORS WITH OL SREFLEOCTIVE BANDS
PROPOSED ED SIGN MARY BESMOUNTED ON EAXISTINGAFACILITIES)
EXISTING SIGN AND POST
PROPOSED HIGH LEVEL WARNING DEVICE WITH SIGN
x/R PROPOSED TYPE II BARRICADE / WITH SIGN(S)
PROPOSED TYPE III BARRICADE / WITH SIGN(S)
® PORTABLE CHANGEABLE MESSAGE SIGN
> FLASHING ARROW SIGN (FAS)
® PROPOSED WORK AREA
FLAGGER / TRAFFIC CONTROL OFFICER
• ., CENTERLINE/ALIGNMENT OF PROPOSED DELINEATION
\
W20-1 1 2SG20-2
W
z I Q
W
500' Q
I
2
�1S X115 dO1S .
R1-1
R1-4
R1-1
R1-4
� _ ASO
C30(CA) �J � _ - I �-- � - N ST
4
o-.---------•-0.3, ...= .Q_-
0------------ v --'-----'-'---
b �
�b
R1-1
R1-4
50't
c
C30(CA)
12' IN
Q R1-1
S10P S1� S1(� R1-4
250'*
500'
50V
W� 1 I
44' \
G2a2
500'
W20-1
18. FLASHING BEACONS SHALL BE PLACED ON
ALL BARRICADES AND ADVANCED WARNING SIGNS
DURING NIGHT WORK. FRAME 3: USE
19. WORK HOURS AND DATES ARE AS NOTED IN ALT G20 -25z ( I Q W20-1 �' \
THIS PLAN OR AS SPECIFIED IN THE CITY -ISSUED RouTE G20-2
PERMIT(S).
CONTRACTOR: VALLEY CREST LANDSCAPE DEVELOPMENT DATE PREPARED: 2-22-13 PLANS PREPARED BY[ CITY
OF
QUINTA'
woRECOMMENDED BY: DATE:
PROJECT LOCATION: MADISON STREET AT 54TH AVENUE SCALE: 1 "=40' 11�Y 4s�
r, PROJECT DATE(S): PER THE CITY -ISSUED PERMIT DRAWN BY. BEN COLES r�
PROJECT DURATION: 30 WORKING DAYS CHECKED BY. BRAD SIMS '' �a TEMPORARY TRAFFIC CONTROL PLAN FOR TITLE:
2 REVISIONS COMPLETED PER CITY COMMENTS BC 6-14-13 WORKING HOURS: PER THE CITY -ISSUED PERMIT SHEET 1 OF 1* 02�
NORTHBOUND LANE CLOSURES ON �P 6/30h4 * APPROVED BY: DATE:
1 REVISIONS COMPLETED PER CITY COMMENTS BC 3-7-13 THOMAS GUIDE: 5470, C-2 DRAWING NO: 1034-1O �RVIL scALE w FEET -r=am SHEET
NO. DESCRIPTION: BY. DATE: PROJECT NO: 1034 150 E. Arrow Hwy - San Dimas, CA 91773 (MADISON STREET NORTH OF 54TH AVE nF 0
REVISIONS 1 OF 1
Phone: (626) 93x9292 Fax: (626) 93x9220
� ,,� 6-14-13 0 �0 20 ao so �2o TITLE•
TITLE: -
21
z
Cy
gI',
Lj
D
z
W
a
LO
a
LiW
z
0
0
W
0
a