4349P _Y
NOTE: <t
With proper validation'
this for-m`Eons-Fiiiutes an, CITY OF LA QUINTA
encroachment permit."-r:--
APPLICATION FOR PERMIT.
A —
PUBLIC WORKS CONSTRUCTION (ENCROACkMENT)
For the, construction' of blii'v�at�e',"icur'b'�,"vew ?,�rii�s*,
11 public or private I , . pavements, sidewalks, parking lots, sewers, water mains
-and other -like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
-Subdivision Improvement Permit —Class I I I
DATE: I Minor Improvement Permit Class IV
LOCATION 0F•,CONSTRUCTION —FRED WUNG DRIVE TH 29323
(Str4et address or Description of Location)
TO WIDENIFRED WARNG
PURPOSE OF CONSTRUCTION.
Sketch (attach construction plans if appropriate)
i .SEE FLAN 'ISIB NO. 05,029
DESCRIPTION OF. CONSTRUCTION OFF -SITE UVROVEHMS
I PZR MPROM PLANS.
DIM ENSION-OF'iNS"TAL'LATION,OR REMOVAL�_ 'SEE"PLAN.SET 80,
NO 05029
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIMEWHEN iWHEN WORK WILL BEGIN 04-41-05,
'ME"
APPROXIMATE .TIME16F.COMPLETION .07-29-01. QUIWA
' COST $ 556A00 C
CONSTRUCTION'lly of
ESTIMATEDFjtj CEO
'I fa' 11 obstruction, materials, and debris, backfilli . ng, com-
Oncluding remova �,b
pacti6n. and-, pla'cin'g', permanent resurfacing
urfacing and/or replacing improvements)
Iw'consicleration' , of the'granting of this permit, the applicant hereby agrees to:
J t.
Jnd6mnify, clefencl• and'save the City, its.aLithorized agents, officers, representatives and employees, harmless from and against any and all
penalties, lja.bu ities or loss resulting from -claims or court action and arising'out,of any -accident, loss or damage to persons or property.
happening 'orrbccurring as a proximate result of any work undertaken under the permit granted pursuan't to this application.
Notify 'the, Administrative Authority at'deast twenty-four (24) hours in advance of the time when work will be started.
Comply 'with 'all applicable City Ordin'bric'es, th' s ancl�c6nditio term. #s Uo•!,, he permit ind all applicable rules and regulations of the City of
La Qu i nta and td`paY for any additional'replacement necessary as the result of this work.
Sid W
f Applicant or Agent
IJQMR HODS OF CALIP-, 1NC (REBECCA MDDOX) 5000 CALLS SAN RAPUn #C5. PS .760-,V5-4289
Name of Applicant-,(please.print) Business Address Telephone No:
SAM AS AVOW%
Name of Contra tor a 6d'Job Foreman Business Address Telephone No.
05051
Contractor's License No. City Business License No.
90WINSURAM, SERVICES
TT-• M=56713
Applicant's Insurahc6 Company Policy Number
FEES: Subdivision Improvement Permit,7- Class III
Pu.blicJmprovements: Abf'estimatecl construction costs
!Private i rripr-ovements:, 3%'of 'estimated construction costs
� MinorA mpro'ver. en i Permit = Class IV: See attached schedule
•
Inspection Fee $ 16,680.00,
100100
Permit Fee
pWaVjtyAS—BU1LT D' OOST.T .*000600
Cash Deposit -Surety Bond
if required r
17,780.roo 10
TOTAL._ $
Receipt No.
'Received by bate
Recorded by
........... ,
N,,, 43,419
PERMIT VALIDATION
PERMIT NO. w 4349
DATE APPROVED 03-02-05
EXPIRATION DATE 0342-06
DATE ISSUED 1 7" 14i
I y
3
Administrative Authority,
Telephone: (760),777-7075
C
Jt p.,
FEB-25�-2005 14:56 FROM:LENNAR HOMES DESERT 760 325 3791 TO:760 777 7155 P.1/1
-rrZKd'ti*r 1 o LA (A Trod o Yu n"V_ = t w�. I-( W"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Location of Construction: Fr�� Warila Driye K, /
P'\ 12013
Purpose of Construction;
Description of • • f ICI .� IV. ` i • /i' / M�� /�
Dimension of Installation or Removal:
Approximate Construction Start Date: �pri L 11, 05
Approximate Construction Completion Da e�J (A j l,i. YA, U 05
Estimated Construction Cost: $ 5)510, 000�1
Estimated Consuucdoo Cost shall include the removal of all obstructions, mattetials, and dcbris, back -filling, oompaCtipn and
placing pe mancnt rtsurfadEto and or replacing improvcmcnta
Contact Name: adPhone Number: O!CD]57e• Ito3110
Name of Applicant: _I ...,Mn r "AA 4 of
Applicant Address: _�a0 bD Cu, tle San 9"hhg.&1 St- cs5 {'aC wl 5pri nQ s
Applicant Telephone Number: [� took 3 ar,. y 2eg
Name of Contractor: [,tAna,,- tfwmes (J t h0+ hpY.,,,
Contractor Address:R.m P. _ '�` `� �-v==
Contractor Telephone Number,
Contractor State License Number:
Contractor City Busincss Liccnsc Numbcr:
jt: A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST'BE PROVIDED
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General
Office Use Only:
Inspcctlonl•a:
[� %��$�• 0J
Permit Fee.
( 00. L) u
As -Built
Deposit _ k
A 1. D O V ..0 J
Dust control
Deposit.-
Qedit
Amount:
TOTAL FLEE DUE:
IT / —7 90, O g
ility Insurance Policy Number:
OfPiee Use Only:
Assignod Pcrmit Number. l , 34
'1
Approval Date 3 r Z— OS
Ekpiruticm
Data: ^ 2 ' C•
Issue
Date:
Administrative Authority:
i
c492&4
PERMIT NO.4349
Fred Waring Street @ Esplanade / Offsite Street / Tract No. 29323
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), .1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For'Public
Works all
(SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. 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 or 777-7089 at- least 48hrs prior to work and request an
appointment fora preconstruction meeting with the City Inspection staff.
3. 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 weeks prior to start of construction
or parking on the paved R/W.
4. , Larry Jacinto and/or V&M Construction and/or Lennar Homes, hereinafter referred to as
"Permittee", shall be responsible. for providing continuous dust and erosion control.
5. This permit or copy of it shall be on the work site for inspection during the actual work performed.
6.' The permittee is responsible for obtaining a valid separate permit from Riverside County and City of
Indio if any of the work or traffic control devices extend into the counties or cities right of way.
7. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As
such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow
up improvement plan requirements as required by the city or existing errors & omissions by the
architect or engineer of record.
8. 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
9. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
10. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and•if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Page I of 5
Special Conditions
PERMIT No. 4349' _.
Fred Waring Street @ Esplanade / Offsite Street / Tract No. 29323
11. 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
12. 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 (909) 275-6894 if signal operation at .
the intersection is to be altered in any way.
13. 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.
14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), .
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 and submitted to the City for
review and approval one (1) week prior to starting any construction. 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.
Special Conditions Page 2 of 5
1
PERMIT NO.4349
Fred Waring Street @ Esplanade / Offsite-Street / Tract No. 29323 -
_ f•
17. 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.
p
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 shalliqual one per each lift of
` backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench. T
F. •The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other. '
G. If any compaction test fails, previously placed backfill'(in the same length. of open trench or
previous lengths of trench). which is represented by the. failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
Special Conditions Page 3 of 5
N
PERMIT NO.4349
Fred Waring Street @ Esplanade / •Offsite Street / Tract No. 29323
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.
18. 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 cannot 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 (26) 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.
19. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
20. Access and egress to all local properties shall be maintained at all times.
l
21. 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 206-2.4 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 '/4" max medium
asphalt concrete as the base course lift and a City approved 1/2" 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 the lane line striping, whichever is greater.
.Special Conditions Page 4 of 5
PERMIT NO.4349
Fred Waring, Street`@ Esplanade / Offsite Street / Tract No. 29323
• 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 3/4" 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.
22. 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:
.23. 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 ifmaking 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. -
24: The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
25. 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.
26. 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. .
Page 5 of 5
Special Conditions
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4349
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 ('/4") 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.
❑ RS 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'/z") of A.C. paving on (** N/A") of class ('* N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer.' (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such, a position as to best facilitate the
general flow traffic., Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos. .
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for. approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear. feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
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 ("" N/A'*) 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 withSection 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
-.JAN-14-05 FRI 10 : 46 AM, FAX N0, -
P, ' 03
page 1 or
Exhibit
A
L.annar Homes
Tre t ?9323-1
January 14, 2005
La 01,inta
Pioposal No,;
45.0102
Street Improvement
Old_p� Description _ Quantity Units
B' GIJRB $ CyU$ GU 7 TEN Si d 202
Unit Price
aid Total
1,550 LF $
6" MEDIAN CURB STD 210 4.031 LF $
13.80
110.50
$
$
21,390.00
c'*u 8" CROSS GUTTER W/BASE STD 230 20-555 SF $
7.3o.
$
42.325.50
CURB ONLY @ SPANDREL51.50
150 LF $
'TURN
11,15
§
18,8
1,65150
a, f'CC OUT WIG" AB 2.760 SF $
TURN CUT CURB ONLY
5.80
$
16,008.00
1 B5 LF $
HANDICAP RAMPS(SCORE ONLY) 3 EA $
11.15.
150.00
$
$
2,062.75
�4"' ANDS-RINQ SIDEWALK W=V 14,775 SF $
2,85
$
450.00
42,108,75
SAWCUTA$PHALT 2.824 LF $
REMOVC ASPPIALT 69,500 SF ' $
2.20
$80
,108.75
1' COMPLANE & OVERLAY W=2' 750 SF $
0.65
6.10
$
$
- 45,175.00
1 4,575.00
A! AC WE.f COURSE OVER ,W AR 90,991 SF $
2.50
$
227,477.50
.VAC CAP W17HWASH TACK 50,991 SF $
0.43
$
39;126,13
TRAFFIC CONTROL 1 LS $
8,760.00
$
8700.00
Total Proposed
$
475,935,43
AI-TERNATES:
FOG SEAL 90,991 SF $-
0.06
CONDITIONS
This proposal is based on the Following bid documents
Tract Map No, 29323-1. Street Improvement Plans, Sheets 1-5, MSA Consulting Engineers, Unapproved
fiid excludes Acggregate Base material and Plastic under Concrete items except as noted.
Cap f riving to Vic, Completed during Rase Paving second move in.
Larry Jacinto Consh,uction cannot guarantee that cracks In existing Asphalt will not`penetrate through
new Asphalt Cap,
Traffic Control is based on leaving one lane of travel in each direction open:
L.ARRY JACINTO CONSTRUCTION, INC,
BOM U8M CONSTRUCTION FAX NO. : 760 347 3340 Feb. 25 2005 10:24AM P1
V&M CONSTRUCTION COMPANY, INC.
General l✓ngmeertng Contractor
State License No. 711113
81-785 Trader Place, Ste. C
Indio, CA, 92201 17MIR �M
Phone (760) 347-3933 Fax (760) 347-3340 a/
Proposal and Contract No. 2229
PROPOSAL SUBm=D TO:
NAME:
Lennar Homes of California, Inc..
DATE:
Febn!M 22, 2005
ADDRESS:
5000 Calle San Raphael, Ste. CS
PROJECT:
Esplanade/Fred Waring Offsite S.D.
CITY&STAT)E:
Palm Springs, CA 92264
LOCATION:
La Uinta
ATTENTION:
Norm Gasman
OWNER:
PHONE NO.:
760 325-4289
PLAN NO.;
2 Sheets Offshe Plans
FLAX NO.:
(760) 325-3791
IPLAN DATE:
11/11/2004
We hereby propose to furnish the necessary equipment, labor and materials required to perform the above referenced
project as follows:
Offske Storm Drain
i'MM
DESCRIPTION
UANTITY
UNIT PRICE
TOTAL
I
Mobilization/Barricades.I
ea
$600.00
$600.00
2
Install 24" HDPE Pipe
80
if
32.00
2,560.00
3
Install 6" HDPE Pipe
20
If
20.00
400.00
4
5
Install 24" Outlet Structure
Install 24"x6" Reducer
.2
2
ea
ea
2,500.00
200.00
5,000.00
400.00
6
Install 6'x8' Sand Filter
2
ea
14,100.00
28,200,00
7
8.
9
Install Leach Field
Construct Catch Basin W=11'
Construct Catch Basin W-W
50
1
1
1f
ea
ea
56.00
6.100.00
5,100.00
2,800.00
. 6,100.00
5,100.00
TOTAL DID
$S1,x60.00
Lennar Homes of California., Inc.. V&M Construction Company, Inc.
Submitted By:
Title;
Approved By:
Date: Date:
When signed by the Buyer and approved by an Officer of'V&M Construction Co., Inc., this will constitute a.tirm contract
between both parties, hereto, for all labor and for all materials herein referred to, according to the terms and conditions as
described .inExhibit "A" attached hereto. The complete terms and conditions described hereto shall be incorporated into
any contracUsubcontraet prepared by either party to this proposal
Contractors are required by law to be licensed and regulated by the Contractor's State License Board.
Any gvestioas or complaints concerning a Contractor may be referred to:
Registrar of the Board, State Contractor's License Board
P.O. Box 26000 Sacramento, California 99826
22" Bid . Lemar Mite Storm Drain
2n4rz005 11:50 AM Page 1 of 2
- . IN THE CITY OF LA OUINTA, STATE OF CALIFORNIA '
, CEIERAL NO7E5
` .,ESPLANADE _4
• . i - TRACT NO. 29323-1
:.®'T-I_ 9Y�eO • PNSWI ELF. 'v.' `.
- .1..,. �sA _ FRED WARING DRIVE
TTPICIIL STREET SECTIW A -A
laDa� STREET IMPROVEMENT PLANS » ` -
' FfED CARING DRIVE - ,
_ BEING A SUBDIVISION OF THE SOUTHEAST QUARTER OF SECTION 17,.
TOWNSHIP 5 SOUTH. RANGE 7 EAST. SAN BERNARDINO AND MERIDIAN
PREPARED FOR V ANa Ci1e - •i
LENNAR COMMUNITIES -
391 NORTH MAIN .STREET- SUITE 301 ' to �„ _
a J Uig
CORONA. CALIFORNIA 92880
To.AT (951) 817-3610
All�1M-4-4 �\\ = / - ..
TYPICL _c+� TT SERIOI 11-0 M.
,. FLED AARIIe: uRivE _ • ' } - I I l -I / i y /\\ �^� r� 1 I I - I - I -I I I ///� 1 FON FLOOD ZONE DESIGNATION ffmar%im vu� o•u�'i
wu wT io •.•,• - } __�1r_T1\ \ r r T- ,
M.
1 -1 1 /''V/- J c ,w woFc,. 616,ve,c �aoe [wx oe .oF wi
AoTo
A. To' SOILS ENGINEER:
&
_Tx -. 1„y. $ a �,
_muQ�a"t/w' rtrme�c NOTES
O1y
tim C�71 ,rt wT •� 0 .. �1\ a, ' 1 i /l�),�6✓/4 iw.WM'.AEI NG Fai
PAVI��rtw .eanru o.rz. oo .,ix
` Q oe % _ - • \ d cR..E. ro. SA�1L nrt o111g1eS • 11 rm
- 119I •' _SAT [_ECr;d1 O-0 , 0'wo anem0 I S S f—
ATION
FIFD MAA1rC DiIVE ' . qv ap''art oi.on.•
• xa m _ TC 1; ra 0' D.e v a aaou nlw .'
a R - — Ra41
IT
CETE9 i0P a P.rOEAI m.tg 4r> Vie:
.• CONSTRUCTION NOTES OUAMTITY ESTIVATE I Ev 11IF4 FO9E a P.vExExr ..
mew
F.IEB WOE 91E.6
�•, i (rU IFaII rOe9>a P10 I'xafEACI[—aff—
.O�A. ® .r. I _- 96 IroIUTO fiE61x OmE �'�• r a
wib��
0. ,.A - BQI roIC.iEe fiE6Tx Lrl. iE11M
2.210EDI CATE9 Ero 01A. IEII9F.Too
0.TD s.r�
SEE SHEET w c E.ics wTx a
• SEE SHEET 2 SEE SHEET 3
Di Osumq.i ® aEYEpF L1.vF4.
CITY of lA DUINTA ' i•F All 1 11— w 1 N
8c
. - .• flan N Fr
r sol o.
O. m1 xi 9rya - NOTE TO CONTRACTOR SC.LE 1•-zoo..•
yscR Oaq.ril. ,;... A9xesEAr.r1a mrtTxlro i1e 1]Sez1 we�EPoiue.c
"� SHEET INDEX YAP UTILITIES: XL
A. _
AA E9rTulF9 �iCR IF)FITI R.AP-ee Ox-rM Ti H aFp uIFA�I9rIDCr flml 66-2®r _
' ®� �'.I eui OM19�le'SaOTe1LDr OOfB.iE pEiOiwill E9TlpTE - SCN,E: 1.4ar YTFA COAC.EEA TRllan f1601 .
a w. cm mamxrlox u. a wi wamEs. Tie Era[I�Ex slue wT F 1QC.. ;•EmPw _TTof oieiun m�oofeavP e'•`E'i"` ,u. w�w•*:o
RFSVx9t(AE Fa. wv OEr.11,W Bnle[x ...... -TIE.
TETFEfaE e.• e�:• DC. - 1DTON1 � 1f000
u. TIE .DALE IN.WTIlA II ilE TIME a Ow.rplti[OR. .
`i INSW. � rl •Wlw. CABLE SEm'IO: NEAT 0001 al-'2�0
® w,rwI. r rtn Too L.I.
• .. SHEET INDEX LEGEND NS 3965 I.P. N0. 040104
®—' �I. p* ..TT 0' • T •.r. ' ,QT r F' FM NAAx OAln - 6.69. 16 TO 14.97.95 _ U IT I plEj i41E.6[HCII1fE9TIS�lixa0v 1 '�.9 GBTi1lEU 0a • ERu4a' 6ri - . rILE IO.
CW✓`j M xW1. d11YE-1..9).9S TO N.69.Y 9EET 3 gyp, pr IInOtE gEWlpy, rxE E6i a On ivaM1E06E '
' a ' PAVEMENT FIFO YARIN9 6UVE -2..68.42 TO 29.z].80 9EET E0."AlT IATLTilE9 f.RVT 6v ..IE. a 11E6E filr.. 11E - COIAl1V 6 IEIVEIL97M .
��yej bs LEGEND FRED xMIN9 OIOVE -t0 SCALE EIA.RGEIIErN4_ 5>EET 4 OI IT g 111 Ll r0 is aE wEuurlWRv IE.vFEb r0 /i6�. TRANSPORTATION DEPARTMENT
UNDERGROUND SERVICE ALERT rFCT xE i.esE WE[xw. le
�p Iup Iel.vE SIN Im FwiiER .`ss:cs � Ream yo lesaeri6nm rm Awsml� er:
CALL TOl FIFE. y-.ru Ec g?? 6�' ® '• T [I's'9.II�i[ m ,ait?aR swE ro in£�ill exRIs".BOe1
or cIL uul P vDEI. BASIS OF BEARINGS: vrnlilEs ro vERTrr O14CEP.Kr OrsEEx Tle
�f�]A Ay 4t
1-800 _ .. IloluTEa e• wxl. w. wu 9F 6muxl'ieio Ic A-1. OF ile [aIT. rzcneFn. .
GG7-2600 42
OVER a II' ilE E.61 LIxI a IIE $Nil IT' 'If.R EP a * ¢ N
IT... -.a scnTa uErl .s x oo•D'So• oFR 9 1
m fowu. ay m Pum ,:a w. eaow 11a ?a rn.� RFm.e,.Eo 9r. wlu-oA.l �.Ic
11FFaE rW Dis Pu9:s .e-Ss a P.R(EL x.Ps o.R.
REVISIONS MSA CONSULTING INC. Po-z-z ELEV.-55.R23 zc4ol '� a 11 CITY OF LA OUINTA. CALIFORNIA sE1ET
uADrffim. 9WiDi AND ASSOMIT9, INC. !9 l.Fye
f•1AATrD+n clw. IO[OfN�IC IAND Sf16F6Y0i0 ESPLANADE TRACT N0. 29323-1
D.seo 9DB ®PE D9 RANI.TIO 1®e0E CA 00"0 FTFp YARt 011E psTiEEi� ICROYEIFNT PLAN-COVQi'9FEf 5
TCJPINM Teo ]tD-9611 IAE 7W >a-'/694 R.C.E. 28Mf FJP. 9-3f-06 y RS -c i '
' - _ ` - rR0 r.P,w rt- a . m•m Hms
— 4 .M.r: 1�Try� . co. oe a n
wain I
• L n L ,F.� r
- O•� c� C ec:X PaC 5 1Y lr-" : Jna �. cr'r � sf. �
- � s p. S 5 1
-
N r C-18 C-18 i
r
a i ` F:
s
i ,� J �
r4" :�, , .�18 x°^ SEENOTE 4 JEFFERSON ST: �Y
OLD-, , •PART. . ..,�
5'HARBOR[
HARBOR DR.
4 ARIA RD.
C-18 k x . ,,aN�b,_„ � .�' •t + '-r x `4: *,
s _ o ESPLANADE . - R6i = C-20Liv
ENO SCALE - :�� .'4 . , E
.� � NY. .r
SEE NOTE
�^ :PR{fVY z
G30
1 AHEADri' ONLY % r
t ��"�—�s - �.. R-0» - 4, � - - _ •a R' a. � ' �-,+-GIA11��-v.,CUGSEa. Y x. - '.b ..
.J .;r a
Tf�Efr� -C-1'7
* o•n': CL081 G30 ' �s
;.
s� t� ' TURN LfR:' - ,+.
I� �. IIFlD C17Rr 4 _ :�1-•".
G .Fn-^ .GnT EX I TING' •Ela NG . 25 v •+
ONLY
E
'.�� is ^+` 's. - .:-%ra : � to
�
" ,ram � ^ _ _
v AC _ �'•.
ti' ? E G - �'25"` ONLY # - ',�.'•' "�. ` -; y. ° wt_ Y`' .�.
_ � � •« , 500 F.
' T �.• - 500'F
- =s
- J
- �� n_-� aS. �L"c �'i ...:. � '• � _ z% S ham.. _ "3 - , a.
�=-''� _ - � .l � ' �- -�- -� � °`�.- �-• �- .� = ,•-ram- � -:-1 = • ��r `�'s _ � . � E. � _ ,� � G�Y` �l - - - .
p/ •t - as E �`
jLL. -. .PS __ -_ .f.P' - • i •*.-,El t - 'Y - . { ; ,..-�. _a...1' ' _.dr. P'• d'3 � •
WORKAREA�
FRED`W f }
50o F .. ARING'DR.
k .. C'17 G30 , tz7 a ti C-30 n.eu r•' t. s
5, C-20 LT tY®IRRT I NE�, L`11EIE '< �ti- r -Y. 4 t Y�,� ... '.�, i •�` + r s L'. '•y�y�' .,fi• ' y. -
f d�_
CLDSIfD �'� . ONLY r %•,
rt
,
C-17
aI&I1. T�., ,.�: SEE NQTE.;8
7 }
'K
6 LT
i • 4 2r'
. HERI
25 •3 r s-4
TAGEi•' cF
t
f e
f'
K 1
' �..
g
,s. Y
DUNE PALMS"RD.
RE�.. ONLY
C-18
REDUCED TO FIT)..
• 4= -
>� PALMS
t„ _SEE NQTE'9
c
C.0
Cdl181RIjC � -
x ..
7c
Z
THIS SIGN SHALL' BE POSTED 1000 WEST OF DUNE PALMS RD. MQNTICELLQ AVE_
NOTES: 1. ALL T PHASE 2 TRAFFIC'CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF'TRANSPORTATION(CACTRANS) ; ,
r, MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES
,
t ; 2.'TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACIl1TATE PUBLIC SAFETY C O N ST RU CT:j M E D IAA ISLANDS
'TRAFFIC: FLOW IF. DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. ' �' ' it '•- r x'' " ` " Y "..
_, ,. 3. HROUGHOUT EACH; WORK.PERIOD; CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,.BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS.`
' ',4: CONTRACTOR SHALL MAINTAIN AM IN[ M UM- 1 2'TRAFFIC LANE WIDTH ATALL''.TIMES.. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE: " r
r: 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT'ALIL TIMES:
' 6: JHIS TRAFFIC CONTROLSHALL BE ;IN PLACE 24 HOURS'A DAY UNTIL WORK IS COMPLETED,} ALL TRAFFIC CONTROL-DbACES SHALL BE REFLECTIVE AND ALL BARRICADES.SHALC BE EQUIPPED WITH r` r
-FLASHING LIGHTS..
. ' L , •, <
�- 7. SIGNS SHALL BE. POSTED AT LEAST.48 HOURS IN ADVANCESTATING'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT.DELAYS USE ALTERNAT ,.: _'. T ,�
ROUTE DATE TO DATE.x , * . j• r ' y. E
rr t -
? 8.'THE EASTBOUND LEFT;TURNlANE TRAFFIC SIGNAL PHASE'WILL NEED TO PLACED ON RECALL BY -THE CITY'FORCES IN CONTROL FOR THE,TRAFFIC SIGNAL MAINTENANCE SINCE THE VEHICLES WILL NOT BE
ACCESSING TO'DETECTOR LOOPS. ! 7 . ` �.. , ' .•.: ;r. J` �:,: ,�. >r. ,.' ^ . .,
9. WHEN POSSIBLE'=IT.SHOULD BE CONSIDERED TO OPEN THE LEFT TURN ACCESS TO ESPLANADE PRKY &.MONTICELLOAVE. FOR RESIDENT ACCESS IF NO WORK IHAPPENING,N x• + " ` S I THAT AREA. , j
````' .ACCORDING TO.THE STREET IMPROVEMENT PLANS, PORT. MARIA RD. BECOMES PERMANENTLY NO LEFT TURN.
By
* w, Speed UMN
,45
PmIW Name ;
-
Street Im rovement for'Es Ianade:Homes _
P P
Prtne Contrec0or, : • .�, ...Traffic Control Cw"*r
0' iti, N'Barricades, Ind.
T
ftna,. PreperedBy ,� ti BasedonSmndad
-,(800)852-T0PS':,Ron, Fifield :`CALTRANST-11
mbar Dam Permit Number
`2 of 2 1/18/05 To Be-lssued:on Approval
, ,
r
'di x .4. -t i' 1
w e
•Yi. _ .. .. �Y
-�f�•
!
.A1 9+Y y'
i
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•
c
1 i
)
, e
] .
,qr
.�
,'l
"y
.max. •. '•'
"c ;- 'r - air..
- .y
4 ..
..
... - -
. 4,
S *� '.• .. .- _ 1. ` ♦.+. h
ter' "� . s i •c t "':n. .. ` • t ` _
"
c-1a. r o J.EFFERSON,•ST.,'
�: OLD' a :: 1. _
=w PORT" Rx- .:
w ' E � �+,, r -�
4 [. .-fit '`•��.
t
t •� a
HARBOR OLD',
—.�
:RD. . IVIARIA
-T. .;S• - _ _ 'wan,.-•„e tl' _ '",!'° h. _ �y,,,,•,:" �, 3`. "}
' _ Wlo1V , s ,. _ ,.r•'�`4' , _ RIOM LAME •'C-20 {:
-s N0'SCALE ESPLANADE> A z y •�. -
-f _ CHMTRUC71
C-3Q4
R PR■■.1 ii a , 'utADp v t..
�. SEE'NOTE
•.. : R-1 . �7.. .
'•�'-, a,i :.n . r" . rp' +,. yt -ar . �•'; . W74 _
}x
s
1 ONLY_
f,.},.,,,q� 4 ac
r RA �Q y 5�' R-1 . - — s�'-..qq-1",i _ 7M►� �.- s
, .a , , ` s + • >_ C47 .: 4 C-17 _:25•+
o
i f
Un= -
5 .at4
4 n+ •
K '
+
41
E ONLY
750 FT
500 500 f Te
•�I +•l- IN
..,`,W -MY Et M r- ,;: ^""- 'L•ir fit. :t
� ' -- ' � _ _ ""'� ram'"`..' ` x � ,t- ,�` _ , � f �` �`• .
. �..�ig e -Y C?�^Z.=; ^�" - Y' - i�4' _ �`.. _ Rom.• f`' !,'��4=.r"t° �a". �: i-'' � -
r' - k _s _ --_ -�' ,r -t��' s• tu'!, gR•se�•. ��i�a .':ti.'' yy�.
a�
{ 41 •,' _ �'�` SY "'F M tZ I:. dw ^59 — - L t ?
�� .T RI_,
— — _PRIOR
i
ee •t
o a mac.
f: '
`FRED
WARING DR. Y.
500' FT•" � c-n'-
•f�
a' C- 1 _' w E : R
n�
-s+Tr
Y` f. li3O�YU�IDEJ'< w '�•e�_ verE r � . r:.,r. '� a, . , -� ; ��r a va . i, . 's } .,w, _ F ,s..,
�Tn _ 3„ t -, :. ,t r. HERITAGE':
AIiEAb
„
DUNE P - ,� ALMS .RD. �: q>,� _ -� �-
ONLr a.• �. '+/' '�iL -t'•� a ,-♦ '.PALM.tS.'�. p
ow
.,'.. RED CED'TOFIT }
t'3
C'e
`, et'-
�w at'• ft
_ Vie''.. • m `Z
. f. .+a7i t . 'r • ! µ c .ti„' . a =a _ 1 •�
s' •.� '-s �1 �; Ni0NT10ELLO�AVE:
f ' •3y S J - • ~ F - .1 J:1•Sa _ iL �
'NOTES: 1:.ACL TRAFFIC CONTROL DEVICES FOR, THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION (CALTRA. NS) n,,, •. .a �, ,. y ,_ - , . » ,,
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.,'
- 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. -ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED"TO:FACILITATE PUBLIC SAFETY AND ' X`� ' :PHASE,
TRAFFIC FLOW IE DE" M Y Y CITY.OF LA UINTA, REPRESENTATIVE: t ; •' ~ '` {' ''» - •' r : ;time speed ihit,
� . . E .ED NECESSAR B _:. • . Q "
t {'.'.'_ •. r. -4 a, .. ...•.. e',a-.` _, ,. ..,.. _ _- •.�.. •,;. ' ,1 .'G'_'.a �E..^: a�. ,•' _ y -^ ,J., '�-:ry •'� ' 1�!«n i. T' a,Y
3., THROUGHOUT EACH WORK PERIOD; CONTRACTOR SHALL INSPECT, TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ';. - n45
t , ACCORDANCE-WITH'TRAFFIC CO %' ' - .. E. r "y Prale ,
c r. CONTROL ,� s r� r. "ti, me
4: CONTRACTOR SHALL MAINTAIN 'A,MINIMUM 12'TRAFFIC LANE'WIDTH.ATALL'.TIMES. ;;THERE SHALL BEA MINIMUM 2' BETWEEN.THE EDGE OF GUTAND'THE `' ,Street"Improvement' for'' Esplanade Homes+_
r # y , k. # i
+' -NEARESTTRAFFIC:LANE. <' z _ ` r ` �� P*mContractor ;e- ,..—TmftCW*dC4mraemr
5. ACCESS TO PRIVATE PROPERTY SHALL BE'MAINTAINED AT AL TIMES' E " - .., r` y r -' .L n a ommunitieS` Tops N Barricades, Inc.`
: , ''
' t6:w THIS-TRAFFIC'GONTROL SHALL BE IN. 24.HOURS A DAY UNTIL WORK IS COMPLETED,, ALL -TRAFFIC CONTROL` DEVICES SHALL BE -REFLECTIVE AND ALL } • "y.�`Y^e "�=: Br ' f -t eon
n
t _ x. , •` . 4 '�4r "* ` ' 800 852-T0 . q
BARRICADES SHALL BE EQUIPPED WITH`F�ASHING.uGHTs:: ' _ x .,. z , ( ) PS -Ron Fifield' '."CALTRANS 77 - r: .
7:' .SIGNS.SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE _` . - um - Dora Permit Number 3` x`:
a r.1 of
ROUTE DATE TO DATE.E 2 "}: •c1%18/05• To'Be Issued on.Approval
a- r
' # �-e. .,+... q �, .- : n „ : ,:. : ':' : + r .r ' ♦ ;+/y ',y. •« v:C .xf ',1' Y ,"^' -3 S r�+•. "1` �.....!!
E . _ " S: � :w•+ ..{-4 rks3.' , -�.. . - ... - x _. ,k Kr `.,.Y! ..�. ,e. ..... :+-'- � . - .r ..x 5
�' V fi i 1� — UPcJ«-�c� P�C� S�'.• S $1r� p 1rS;S dnaS c �crc� 2� .
SEE NOTE 41
C-18
OLD PORT C-18
W�`E ROAD 0,
HARBOR DR.C-18 MARIA RD. �AU � CTI
S ESPLANADE •
NO SCALE Do��;Dx SEE NOTE 9
�' � a, PRWY R-IT
/.LANE C-17
R t "I CRT)
an fCIA ' orars
@1�11t
161 nl uivl I��Ci-1� _ 0 .. . �E�
an an — CLOSED
a
1
�eVL� 3�cum
500 F 500 F
EFFERSON ST.
R- e '
RRLIR
rdusr
TURN
C-20 LT
cLoam
C-17 f
C-18
�
CONSTRUCTION
yAHE11D /
C-20 LT
Iwo
._..r- -C�oC,> _
\ -� it aCi � 4aG 9 aaal�aa
_j
C.
500 F ;/� 3 0 FT 750 FT C-3o a �. p; �30 FRED VIIARING DR.
Uf C-17 C-n R I C-30 <TRENCN" ® R.
L �
C-20 LT +LANE ` MANE, �n Lrao N ovE n a-t CLOSED%//LANE\�'C- 7CIDSED ',l ��
'LER LANE O SEE NOTE 8
\�CIwE ED/ C-20 LT m+orau /
25 HERITAGE
DUNE PALMS RD. LANEAoLANE
T�\ o�Lr PALMS
CLOSED C-18
'(REDUCED TO FIT) SEE NOTE 9] ROAD
C-18 .4 P. coNSTRUDTIoII EAD C-18 C.C.
i�^\\ / ROAD
i _CONSTRUCTION
"C/
MONTICELL0 AVE. ZANEADIS SIGN SHALL BE POSTED 1000 WEST OF DUNE PALMS RD. �
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) PHASE 2
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES . (CONSTRUCT MEDIAN ISLANDS)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH
FLASHING LIGHTS..
7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE
ROUTE DATE TO DATE.
8. THE EASTBOUND LEFT TURN LANE TRAFFIC SIGNAL PHASE WILL NEED TO PLACED ON RECALL BY THE CITY FORCES IN CONTROL FOR THE TRAFFIC SIGNAL MAINTENANCE SINCE THE VEHICLES WILL NOT BE
ACCESSING TO DETECTOR LOOPS.
9. WHEN POSSIBLE, IT SHOULD BE CONSIDERED TO OPEN THE LEFT TURN ACCESS TO ESPLANADE PRKY & MONTICELLO AVE. FOR RESIDENT ACCESS IF NO WORK IS HAPPENING IN THAT AREA.
ACCORDING TO THE STREET IMPROVEMENT PLANS, PORT MARIA RD. BECOMES PERMANENTLY NO LEFT TURN.
Speed Umft
45
PmIW Name
Street Improvement for Esplanade Homes
Prime Cafta to
T-ft Control CL *-wr
Lennar Communities
Tops N Barricades, Inc.
ftne Prepared By
eased on Sbtndard
(800)852-TOPS Ron Fifield CALTRANS T-11
Shoot NumberDate
Pwh Number
2 of 2 1/18/05
To Be Issued on Approval
N
W-�-E
NO SCALE
VOID —
OLD PORT c-18
HARBOR DR.C-18+ MARIA RD. FROW00
�AHEAD
ESPLANADE
ESPLANADE
CONSTRUL'TIO
��.' C-30A R-i PRWY SEE NOTE 4
�BHOUIDERI 1 . C-30
R-T R� ClOBED'
6LANE�
1 . on an an C-171 Rao vcREcn \7E rHvoEN J
E �CH�E O ��� 25 lI�i lfll ill
�� �oovr=vo eav 11 li- �0 -
�C+�aoo ov��p
73
REA �l
500 FT 500 FT
�' •- R T OULDER
C. TRENCH
C.
a C-24 C- 7 1
` \ OMOfN � � ��
DUNEPALMS coHSTRucno �rA"H°Eao� r
.,. RD. ONLY . c-18
(REDUCED TO FIT)
ROAD ` +
c: _ ONfAHEAD ON
THEAD E►
MONTICELLO AVE.
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAL•
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES,
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL
BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS..
7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE
ROUTE DATE TO DATE.
JEFFERSON ST.
C-20
MHT ERNE
MU
0.aTURNR79 �CCLLA ED
W-74 f
C-17
ONLY TRAVRc 0.a10 Yp0.
�MERCIE
LEFT, 25
"L
FRED WARING DR.
C-18
/^\ f/ROAD
1 �•coNSMICTI
AHEAD
7ANFAD I
C-18
11500 F 500 FT
�o
HERITAGE
PALMS
C.C.
PHASE 1
45
Street Improvement for Esplanade Homes
Prft Lennar
Communities Tops N Barricades, Inc.Incc.
ftne WBy BasW an (800)852-TOPS Ron Fifield CALTRANS T 11
ShW NumWDare Permit Number
1 of 2 1/18/05 To Be Issued on Approval
M,
�
r
I. . l'-
t f
L
S
1
'
I
1f
a
i
a N
wX3
NO SCALE
DO NOT
BLOCK
^ muttmar
11 m
C-18
OLD PORT W21GNWILLBE
HARBOR DR.c.18 -MARIA RD. AWMEMAD
REMOVED FOR
fR�o ESPLANADE - GRADING AND
CONSTRUCTION
' �, PRWY SEE NOTE 4� RELOCATED LATER
AME-L50 C-30
Liao n I 1 CLAN.
R4 CLOSED', ' IXISTINO DIri�1 �rn n °
—r% voQ
co
ILL L
1
500 FT e•n
500 FT R, C-
RLGNT LAN -17 - /�, TT°ti mcN RRwr LAN 1
C-18 C-24 MUST 1,Y II1 J sR°°LDER MUST 1.
. 4virl
RN RIG,��� TURN Rr6 IXISTING� G EXISTING
Fel
c-1e
ONLY
EXOSTING DUSTING ROAD
DUNE DUNE PALMS RD. CONeTRLiCT10
f aHFAD
(REDUCED TO FIT) �
MONTICELLO AVE.
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRAI
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES .
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL -
BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS..
7: SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "MAJOR CONSTRUCTION FRED WARING 8 JEFFERSON EXPECT DELAYS USE ALTERNATE
ROUTE DATE TO DATE..ONE AT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLINTON FOR WESTBOUND TRAFFIC.
JEFFERSON ST.I
TLM
MST
RIOUST
�UC
i�
aaan M
W.74
C-1
ONLY taarEic
CMEROE.
LIjtL3Ffb—Zl
ER' 2r
U, I 750 FT ..
�J =
FRED WARING DR.
�T
C•20
500
HERITAGE
PALMS
C-18 C.C.
PHASE 1
Speed Llmlt
' 45
Protect Name
Street Improvement for Esplanade Homes
PNne Consacw TmfBc C°rmd Contractor
Lennar Communities Tops N Barricades, Inc.
More "O'Sd By Based on standard
ifield CALTR (800)852-TOPS Ron FANS T-11
Sheat Numba Date NolNober
1 of 2 REV 3/19/05 To Be Issued on Approval
t
OLD PORT. C-18 SEE NC
WE HARBOR DR.C.18 MARIA RD. ,man
NSTRUCTIO
s COESPLANADE
NO SCALE PRWY
CON8TRUCTIOH C-30
f AHEAD
'r a-i
Ll11NE
- DDmm ppapppn�� CCLDSED�
R 1 R-1 iRENCM� IN,L`l�_1�1t
DONOT
BIOCIf � �
TE 4 Roy JEFFERSON ST.
CONSTRUCTI0
AHEAD r
7 A•60
eP�y EXISTING SHOULD
SEE NOTE :9] LWrr HAVE REMOVED
R-17 C50 IN PHASE 1 ONLY
® o1Dai aT
25 LANE,,
C n Fn CCLOSED' E nNG
4 CH
/ I
C-20 LT
rXtv'R
C
C-18
man
CONSTRUCTION
CONSTRUCTION
AHEAD r
C-20 LT
`lCLOSED
500 F
500 F
L _ oor� ,_- - • "or�aae� moor a�
x7e
- bl - l �a 1 1 1
_ b
- WORI( AK AREA °WORK=AREA ;CAREA �__J- _WORK AREA_ W WA
qDOy3o�'-m. � ao 0000r�a �Q
- C• FRED WARING DR.
500 F1C� IJI 50 FC-1 750 FT a3o n c-n c•3o� p a`iE'., w.11
f^ R-r7 /� '� R-, <�CLp9ED an
C-20 LT avILDLmT /�LANE. OPEN LANE': `
CIASEDlei �LOSED' O N pNp' I
L C-17 ., O O LER LINE ,a - ; SEE NOTE 8
�cEuaED� C-20 LT ® " a
T' AHEAO - BPEFD RIeM LAN G LiEEDIWT - �.
`�•' ' � 50 � MDBT � 25 a� 9i - .. HERITAGE '
DUNE PALMS RD. to p, TURN
ONLY C'18 PALMS
ANEAD ; EXISTING EXISTING
(REDUCED TO FIT) SHALL BE EXISTING �AD
C-18 COVERED SEE NOTE 9 coNBTRUcnON C-18 C.C.
FOR THIS •AH�LDr
coNST�w�icnoN PHASE T Co S" C71
iaN�EaDr THIS SIGN SHALL BE POSTED 1000' WEST OF DUNE PALMS RD. MONTICELLO AVE.' r
NOTES; 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) PHASE 2
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES . (CONSTRUCT MEDIAN ISLANDS)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH
.FLASHING LIGHTS..
7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE.
ONE AT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLINTON FOR WESTBOUND TRAFFIC.
8. THE EASTBOUND LEFT TURN LANE TRAFFIC SIGNAL PHASE WILL NEED TO PLACED ON RECALL BY THE CITY FORCES IN CONTROL FOR THE TRAFFIC SIGNAL MAINTENANCE SINCE THE VEHICLES WILL NOT BE
ACCESSING TO DETECTOR LOOPS. ,
9. WHEN POSSIBLE, IT SHOULD BE CONSIDERED TO OPEN THE LEFT TURN ACCESS TO ESPLANADE PRKY & MONTICELLO AVE. FOR RESIDENT ACCESS IF NO WORK IS HAPPENING IN THAT AREA.
ACCORDING TO THE STREET IMPROVEMENT PLANS. PORT MARIA RD. BECOMES PERMANENTLY NO LEFT TURN.
Approwd By Date Speed Llmft
45
Pr*ctName
Street Improvement for Esplanade Homes
PTlme ConwCw Trait Control Contraaor
Lennar Communities Tops N Barricades, Inc.
Plane Prepared By Based on SrendEcd
(800)852-TOPS Ron Fifield CALTRANS T-11
Date Pennit Number
2 of 2 REV 3/19/05 To Be Issued on Approval
r:,
C-18
N OLD PORT , o"
wE HARBOR DR.c-18 MARIA RD. °'^��"
S 7 SIGN WILL BE
REMOVED FOR
NO SCALE ESPLANADE - GRADING AND
coNaTaucnoN P pSAN e� RELOCATED LATER
R.RYA E , SEE NOTE 4 5or �30 I
t Llls n . IANE..
DONOi R4 R4 '® ISTING /CLOSED
D C-17
BLOCK C-VQ an C-17 o n eN� �a4p���N
Ak,7RECN' TRENCAI25
9E.
Npl ONLY
Uu"W K AINS
WO
MY-
r
�i �Cst��� ��c/�. ��^o ems: _. ` _^
Y pC�C� poems• `3C�ov�vO,s aC�C:5C=C= +�eJ �� �
EA
j ✓' 500 FT I C•nI
500 FT R., C-
c `' _ RIOIR LAN -17 �.,
C-18 C-24 r,usT c aI10uUST
CLOEED
i- / TURN IDG 25 TURN we
ROAD
BPlm HOULDE EXISTING O EXISTING
y'p. ;. .CONBTRUCTIO Upn ' WORK
50 -AHEAD' / I _ C-18
� II ONLYY
EXISTING EXIST NG
ROAD
DUNE PALMS RD. CONBTRUCTIO
f Mao I
s
` (REDUCED TO FIT)
MONTICELLO AVE.
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRAP
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND
` TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA 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 MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE
NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL
BARRICADES SHALL BE EQUIPPED WITH FLASHING LIGHTS..
7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE
ROUTE DATE TO DATE. ONE AT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CLINTON FOR WESTBOUND TRAFFIC. -
JEFFERSON ST.
must
C-18
,fROAD
CONaTRUCTION
C-20 .ANEAo i
C-20
C ems®
CLOS r CENTERLAN
MEAD
CLOUD
W74 r �ANEAO�
C-17
rRaiFIc ,
LIERae
LER7 1�Q
500 F 500 FT
re�ea000 � o00
FRED WARING DR.
HERITAGE
PALMS
C-18 C.C.
PHASE 1
45
Street Improvement for Esplanade Homes
Pr6ne Corom w TrefBo COr W Co *-Wr
Lennar Communities Tops N Barricades, Inc.
Phone Prepared By Based on Standard
(800)852-TOPS Ron Fifield CALTRANS T-11
Stwet bar Date PermN Number
1 of 2 REV 3/19/05 To Be Issued on Approval
�-
,��
— —
i
��
t
�_ � �
{
r
t
I
C-18
SEE NOTE 4 RJEFFERSON ST. c'18
OLD PORT c-18 ,'om
coxsTRucno r�+�
W HARBOR DR. MARIA RD. �""�°' °°:I�o►
c-18 ESPLANADE
coNaTRucrlo n•e, C-20 LT
NO SCALE * ► PRy fy SEE NOTE 9 SPEED WTF EXISTINGrMOVED �T
,aErr NAVE REMOVED �
CONSTRUCTION .C-30 �� GO IN PHASE 1 ONLY W-74
�. IP, J - 0 r , 11EI10
ar �LosED 1 , ® C-1 R C-30 MUST M�aC-17 7 7
R•1 /• O MED IINn 'LAN�\ TURN IEYT a 0 1
DONOT T'`" cn CLOSED 25
R-, > 25 rC % EX 71N0 EXI NO
BLOCK � �TR°PENui> <T�E><° "cN�
r� E O 25 D"BfINO I ,I fir/ FT 50 500 FT 500 F
40
-�-�
� J �b � 1 _ � • 1���� b j91f1 �t�'
b •'� '�`�ffF WORK AREA
=WORK=AREA WORK AREA_ �r��
OC x •�a•2L11069-
2
30
��� 50 750 FT�,q FRED WAKING DR.
500 F15� C-1 a3o , C-n C•3o <„� Ur /IANE: an 1!�
C-20 LT NE, ff R-17 �LWDS
ANE.,��ptv,tutnnr CLASEDCEDTRENMONLYL1® C-17O SEE NOTE CLOSED8
� r ,e
C-20 LT SPEED RI61RIA11 ® NG pEEDueo,
E LOOT50 TIEWI,UT 25 ST HERITAGE
DUNE PALMS RD. CLOSED ri-18 PALMS
nxE DI EXIST NO EXISTING ONLY EXISTING
(REDUCED TO FIT) �r SHALL BE EXISTING � C. C.
C-18 COVERED SEE NOTE 9 coNaTimp!x C-18
FOR THIS �� /
j RoAD PHASE ROAD
+ corre
MONTICELLO AVE. �""E"°'
TRUCTIO
�.a�r THIS SIGN SHALL BE POSTED 1000 WEST OF DUNE PALMS RD. � � •
NOTES4 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) P HAS E 2
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. (CONSTRUCT MEDIAN ISLANDS)
' 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Approved By Data speed umh
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME ACCORDANCE WITH TRAFFIC CONTROL PLANS. 45
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Project Name
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETED. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH Street Improvement for Esplanade Homes
FLASHING LIGHTS.. Patrne Contractor Trait Conbol Contractor
7. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING 'MAJOR CONSTRUCTION FRED WARING & JEFFERSON EXPECT DELAYS USE ALTERNATE ROUTE DATE TO DATE. Lennar Communities Tops N Barricades, Inc.
ONE AT FRED WARING & ADAMS FOR EASTBOUND TRAFFIC. ONE AT FRED WARING & CUNTON FOR WESTBOUND TRAFFIC. phone Prepared By Based on Standard
8. THE EASTBOUND LEFT TURN LANE TRAFFIC SIGNAL PHASE WILL NEED TO PLACED ON RECALL BY THE CITY FORCES IN CONTROL FOR THE TRAFFIC SIGNAL MAINTENANCE SINCE THE VEHICLES WILL NOT BE (800)852-TOPS Ron Fifield CALTRANS T-11
ACCESSING TO DETECTOR LOOPS. Shed NumberDate Pe0 urlber
9. WHEN POSSIBLE, IT SHOULD BE CONSIDERED TO OPEN THE LEFT TURN ACCESS TO ESPLANADE PRKY & MONTICELLO AVE. FOR RESIDENT ACCESS IF NO WORK IS HAPPENING IN THAT AREA. 2 of 2 REV 3/19/05 To Be Issued on Approval
ACCORDING TO THE STREET IMPROVEMENT PLANS, PORT MARIA RD. BECOMES PERMANENTLY NO LEFT TURN.
n