TC2014-1001Tw!~ 4 4 Qu&r(v -
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
FILE copy
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.
DATE: 7/2/2014
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LOCATION OF CONSTRUCTION(Street address or Description): MONROE MEDIAN-B1WN AVE 53 & 54
PURPOSE OF CONSTRUCTION: MEDIAN LANDSCAPE IMPROVEMENTS FOR TM 33076-1 MADISON CLUB jut 0 2O14
DESCRIPTION OF CONSTRUCTION: flI41VSI /JO 140 4t UNIJ
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M;jk
DIMENSION OF INSTALLATION OR REMOVAL:6' WIDE BY 1750' .MCI OW
APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/30/2014 TIME OF COMPLETION: 8/30/2014
ESTIMATED CONSTRUCTION COST:_ (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS: MEDIAN LANDSCAPE IMPROVEMENTS
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 agaihst any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. 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 egu ions f the City of and
to pay for any additional replacement necessary as the result of this work.
Sig at p icant or Agent
TAMMY JENKINS-EAST OF MADISON 80955 AVE 52 LA QUINTA, CA 92253 7(,Q.. 3 f3-. 5 (602)920-7183
Name of Applicant (please print) Business Address Telephone No.
VALLEYCREST LANDSCAPE DEVELOPM 24151 VENTURA BLVD CALABASAS, CA 91302 (818)737-3154
Name of Contractor and Job Foreman Business Address Telephone No.
133947 2593
Contractor's License No. City Business License No.
IRONSHORE SPECIALTY INSURANCE
Applicant's Insurance Company
Finance Revenue Code
CITY STAFF - PER HOUR
HOURLY CHARGE - CITY STAFF $4,290.00
PERMIT INSPECTION S
TRAFFIC CONTROL ONLY - ALL OTHERS $2,646.00
01154900
Policy Number
PERMIT NO:-1C2014-1001
DATE ISSUED: 14. '3r 2fq
EXPIRATION DAT 4L'L. f7,2'f
1'
WORK INSPECTED BY*:
PERMIT COMPLETION DATES:
51f the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
DESCRIPTION A CCOU N T CITY
PermutTRAK
P AID
$6,936.00
TC2014-1001 Address MONROE MEDIAN-BTWN AVE 53 & 54 Apn 20129 $6,936.00
CITY STAFF- PER HOUR r
-
$4,290.00
HOURLY CHARGE - CITY STAFF I 101-0000-42600 30 $4,290.00
PERMIT INSPECTION $2,646.00
TRAFFIC CONTROL ONLY - ALL OTHERS I 101-0000-43632 0
TOTAL FEES PAID BY RECEIPT:R316
$2,646.00
MIIsIs
Se+ uo k - Con Lo I . J-h VaItV (?J-e !&+
sub rJ (Y\j or f--us evi ord.
Date Paid: Thursday, July 10, 2014
Paid By: TAMMY JENKINS-EAST OF MADISON
Cashier: KHE
Pay Method: CHECK 015681
Printed: Wednesday, July 09, 2014 3:53 PM 10f 1 - .
o
'Tr 6t51.O Applicant or Contractor GeneMl i
Office Use Only:
Inspection Fee:
Permit Fee:
As-Built
Deposit:_________________
Dust Control
Deposit:_________
Credit Amount:
TOTAL FEE DUE:
I I Jfl'JI( .flOfkIIt - I-nFVTI . LnflII?IrlI
Policy
Office Use Only:
Assigned Permit Number j114 ,
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
on
Tdf 444"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 41-
14- Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) LAS
Description of Construction (i.e.: See Plan Set No. 01234) L..UJC,t'
Dimension of Installation or Removal:
Approximate Construction Start Date: I'7W1 1 ZD9
Approximate Construction Completion Date: J fjl4 30, 0p;
Estimated Construction Cost: $ 4 600,00
Estimated Construction Cost shall include the removal ff all obstructions, materials, and debris, back-filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name fU7' Phone Num) 17' 7I'
Name of Applicant/Owner: ______________
Applicant Address: O
Applicant Telephone
c#( 9z2c3
Applicant E-mail Address:—.
Name of Contractor:
Contractor Address:
Contractor Telephone Number: 7.
Contractor State License Number:
Contractor City Business License Number:
Contractor E-mail Address:
rarrn)
3enS
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
nlicant or Contractor General LiabiUty Insurance Company:
T%c (O Z4J AMAMP
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number TC2014-1 001
The follow/na 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:
0 RI NOTIFICATION: Permitted shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
.0 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.
D 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
value of not less than (** N/A ) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
0 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 (W) 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.
C1 Ri CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( N/A ) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on ( N/A ) of class ( N/A )
aggregate base.
R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
RIO 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.
0 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.
0 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.
0 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.
0 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.
0 R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one-
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
0 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.
0 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.
0 R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
0 R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. TC2014-1001
Madison Club I Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 and Ave 54
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.3 20 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.
The issuance of this permit and the City and CVWD approval of the related construction improvement
plans do not provide avested 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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
East of Madison LLC (Tammy Jenkins) and Valley Crest Landscape Development Inc.,
hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion
control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
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.
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) neither before 8:30 a.m. nor after 4:30 p.m.
Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall beset 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 1 of 6
PERMIT NO. TC2014-1001
Madison Club I Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 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:
Approval of the construction
Plan identification
Time Frame of Closure
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 Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (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. 1C2014-1001
Madison Club / Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 and Ave 54
15. The City of La Quinta reserves the right to require modifications of the work be made at perrnittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric Design
of Highways and Streets, 51h 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:
General Liability Insurance Company and Policy Number
City Business License
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 RJW.
21. 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
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. TC2014-1001
Madison Club / Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 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 viajetting 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 tithes
during backfill operations.
Backfill compaction shall be achieved by the following conditions:
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.
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.
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.
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.
In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
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.
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.
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. TC2014-1001
Madison Club / Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 and Ave 54
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.
All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
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:
Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
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.
Permanent pavement replacement shall be installed using a City approved 3h" max medium
asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Cold-Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold-milled to a depth of 0.10
feet with butt 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
PERMIT NO. TC2014-1001
Madison Club / Median Landscaping on Monroe St/ TM 33076-1; Monroe St btw
Ave 53 and Ave 54
If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3h" 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.
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.
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.
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.
Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (J)art), 1982) the City
has designated certain city streets as Truck Routes. The weight limit forrestricted 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.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
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.
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
Work Area Traffic Control Handbook 31
Mid Block Right Lane Closure
NOT TO SCALE
MINIMUM RECOMMENDED CHANNEUZING DEVICE AND SIGN SPACING (1)
SPEED "S'
MPH
DIMENSION
A
SIGN SPACING (5)
ft
DIMENSION
B
MINIMUM
MERGING
TAPER L
ft
DIMENSION
C
MINIMUM
SHIFTING
TAPER 12 L
ft
DIMENSION
0
MINIMUM
SHOULDER
TAPER 1/3 L
ft
DIMENSION
E
BUFFER
SPACE (4)
ft
MAXIMUM
CNANNEUR
SPACING
TAPER (3)
MAXIMUM
Cl-lANNEUR
SPACING
TANGENT (3)
ft 25 100 125 63 42 158 25 -
50 30 250 180 90 60 205 30 - 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50
- 100 60 500 720 360 240 598 50 100 65(1) 500 - 780 1 390 1 260 1 682 50 100 vvorlc on 1-reeways and Lxpressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specmcations of Caltrans.
(2) Posted Speed or observed operating speed (whichever is greater). Channelizer spacing shall be reduced in half at areas where swal< is taking place, on curves, or areas of head-on conflict. Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. 5) Sign spacing in rural areas should be 500 ft.
* NO NIGHT WORK
_—W20-1 Z
* NO RESTRICTION ON DAYTIME LANE CLOSURE
Of
100' TO
STOP BAR
< DOUBLE-POST ADVANCED WARNING
SIGNS ON RAISED MEDIAN
93G20-2
/ W4.2(L)
___________50X'
W20-5ILI
—
40' MAX FTP
. W0-2I1-I -- W20-5ILI W20-1
0 0 _ •All_ (aAlll 11
-
-- GG2S-2
<8>ROAD <g> ~ <4> <3> > '~LEFT ~IE
WORK
MU T
E
AHEAD Q.AD~.1JR1
W20-1 W20-5(L) W4..2(L) C30(CA) W12.1 R3-7(L) R4-7 G20-2
W2W1
250' TO 11)
STOP BAR UT
- 54020-2
z
LU
1,850 WORK AREA 260'A I 100'0—I
05 j PLACE C30(CA) SIGNS AT A A
ha I 200' INTERVALS ALONG I, , A
CTSICA> ENTIRE LANE MONROE ST
Em
-
CLOSURE
--
. L ..
ah °. L..........................................................................
C3OICAID --------0 - C30(CA)XI
. .L -..:.r ::-., ..:. ... ju
W2X-1 020-2W
25A'TO
250' TO
STOP BAR
STOP OAR U') W20-1 84(320-2
' ><
200' SHIFT TAPER-- '- 50' MIN 1 8b' WORK AREA—
-
MONROE ST ! C30(CA)
__.1 40.MAX TTPr_ - -- C3OICA)
:
W12i
CUOICAIS - -- ........'(./o........-' ---I.................'..:. .•
...._.• ....-- - ' ------------------- - --
1
SO
020-2W 1
250 TO
- STOP BAR
f W2X.1
CONTRACTOR: VALLEY CREST LANDSCAPE DEVELOPMENT J DA (REPARED 4-6-14 I "'""
I
I .'
I ' I .'*04
'~Qwe- Qw~t
STE A:rowFM - S**Di3lB CA 91773
I P5076:(625)930-9292 Fax (526)930-9220
CITY OF LA I '
I".I A
850*38 /
6.26-14
!S,
(3
~CALE IN FEET - 1-0
0 0
-
20 00 *0 100
PROJECT LOCATION MONROE STREET , AVE 53 TO AVE 54 SCALE: 1 "'.40
PROJECT DATE(S) PER THE CITY-ISSUED PERMIT DRAWN BY. BEN COLES
TEMPORARY TRAFFIC CONTROL PLAN FOR
SOUTHBOUND LANE CLOSURE ON MONROE
STREET FROM AVENUE 53 TO AVENUE 54
PROJECT DURATION. PER THE CITY -ISSUED PERMIT CHECKED BY. BRAD SIMS
- ___1 WORKING HOURS: PER THE CITY-ISSUED PERMIT
THOMAS GUIDE: 390, 0-11 DRAWING NO 1120-1
_SHEET
PROJECT NO: ii
020-25
W2X-1
25S' TO--
STOP BAR
LEGEND
PROPOSED 42" PORTABLE DELINEATORS WITH ° REFLECTIVE BANDS (SPACED AS NOTED IN PLAN)
ol TRAFFIC CONTROL SIGN ON 42" PORTABLE
DELINEATORS WITH REFLECTIVE BANDS
PROPOSED HIGH LEVEL WARNING DEVICE WITH SIGN
PROPOSED TYPE II BARRICADE / WITH SIGN(S)
*—l/001 PROPOSED TYPE III BARRICADE / WITH SIGN(S)
FLASHING ARROW SIGN (FAS)
PROPOSED WORK AREA
CENTERLINE/ALIGNMENT OF PROPOSED DELINEATION
(RECOMMENDED BY: DATE' I
BY: DATE I
I SHEET
1 OF 1
GENERAL NOTES:
THE CONTRACTOR SHALL INSTALL AND MAINTAIN
THE TRAFFIC CONTROL DEVICES AS SHOWN
HEREIN AS WELL AS ANY ADDITIONAL TRAFFIC
CONTROL DEVICES AS MAY BE REQUIRED TO
ENSURE THE SAFE MOVEMENT OF TRAFFIC AND
PEDESTRIANS THROUGH OR AROUND THE WORK
AREA AND TO PROVIDE MAXIMUM PROTECTION AND
SAFETY TO CONSTRUCTION WORKERS.
ALL CONES AND DELINEATORS USED FOR
NIGHT WORK SHALL BE EQUIPPED WITH
REFLECTIVE BARDS. DELINEATORS TO THE RIGHT
OF TRAFFIC SHALL HAVE WHITE BANDS.
DELINEATORS TO THE LEFT OF TRAFFIC SHALL
HAVE YELLOW BANDS.
THE CONTRACTOR SHALL NOTIFY THE CITY
ENGINEERING DIVISION AT LEAST FIVE WORKING
OATS IN ADVANCE OF IMPLEMENTING ANY
CONSTRUCTION AREA TRAFFIC CONTROL.
ALL SIGNS, STRIPING. DELINEATORS,
BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES AND THEIR INSTALLATION SHALL CONFORM
TO THE LATEST EDITION OF THE CALIFORNIA
M.U.T.C.D. AND THE CALTRANS STANDARD PLANS
AND SPECIFICATIONS.
THE CITY ENGINEERING DIVISION
REPRESENTATIVES RESERVE THE RIGHT TO
OBSERVE THESE TRAFFIC CONTROL PLANS IN USE
AND TO MARE ANY NECESSARY CHANGES AS FIELD
CONDITIONS WARRANT. ANY SUCH CHANGES SHALL
SUPERSEDE THESE PLANS AND THE CONTRACTOR
SHALL IMMEDIATELY SEND A DETAILED DESCRIPTION
OR DRAWING OF SAID CHANGES TO RIGHT OF
WAY, INC.
THE CONTRACTOR SHALL NOTIFY ANY AFFECTED
FIRE, POLICE. AND TRANSIT SERVICES AT LEAST
FIVE WORKING DAYS PRIOR TO CONSTRUCTION ON
ANY ROADWAY WHERE BUS SERVICE IS PROVIDED.
THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC
CONTROL DEVICES IN THEIR PROPER POSITION AT
ALL TIMES, AND SHALL REPAIR. REPLACE. OR
CLEAN THESE DEVICES AS NECESSARY TO
PRESERVE THEIR APPEARANCE AND CONTINUITY.
THE CONTRACTOR SHALL PROVIDE FLAGGERS
AS DEEMED NECESSARY. SUCH FL.AGGERS SHALL
HAVE BEEN TRAINED IN ACCORDANCE WITH
CALTRANS RECOMMENDATIONS.
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.
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.
THE CONTRACTOR SHALL COVER OR REMOVE
ALL CONFLICTING SIGNS AND PEG HEADS.
LOCAL AND EMERGENCY ACCESS SHALL BE
MAINTAINED AT ALL TIMES.
NO SIGNS OTHER THAN THOSE CALLED FOR
ON THESE PLANS SHALL BE PLACED IN THE
PUBLIC RIGHT-OF-WAY WITHOUT WRITTEN
APPROVAL OF THE CITY AND RIGHT OF WAY, INC.
ALL DRIVEWAYS AND SIDE STREETS SHALL BE
KEPT OPEN AT ALL TIMES EXCEPT WHEN
CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT
OF THE DRIVEWAY OR SIDE STREET.
THE CONTRACTOR SHALL AT ALL TIMES
DURING CONSTRUCTION MAINTAIN A BUFFER SPACE
OF TWO FEET (2) BETWEEN VERTICAL
OBSTRUCTIONS AND THE ADJACENT TRAVEL LANES
AND FIVE FEET (5') OF BUFFER SPACE BETWEEN
OPEN EXCAVATIONS AND THE ADJACENT TRAVEL
LANES.
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
ON BARRICADES IN ADVANCE OF STEEL PLATES.
ALL STEEL PLATES SHALL BE PROPERLY
INSTALLED AND SHALL HAVE TRANSITIONS
PROPERLY RAMPED.
THE CONTRACTOR SHALL CONTACT THE CITY
SIGNAL TECHNICIAN FOR ANY SIGNAL TIMING
AND/OR DETECTION MODIFICATIONS. INCLUDING
DISABLING OF AUDITORY CROSSING SIGNALS,
WHILE WORKING NEAR SIGNALIZED INTERSECTIONS
AND CROSSWALKS.
FLASHING BEACONS SHALL BE PLACED ON
ALL BARRICADES AND ADVANCED WARNING SIGNS
DURING NIGHT WORK.
WORK HOURS AND DATES ARE AS NOTED IN
THIS PLAN OR AS SPECIFIED IN THE CITY-ISSUED
PERMIT(S).
REVISIONS COMPLETED PER Cr16 COMMENTS
6%%'rEg C )SI0RV,vUflT4 CoSo 661ST \TESIF ST
Pro,oe Ste The Madroort (Xb
ThuS or Petrol Noe,66t 33676-I
Protect L0o400n Monroe 540di00
L. Ooolte CA
Leeoieoope 6145605) lrr,g060n 0006001 HSO n5rr Group
loulodud nbc p oj,cthn,)BoI po.keno root (Chk to mdiorrtud coroptot)on)
B I Motor,, Aerolel Applod W6or Atl000e,roo
C00000ti000l Loodoonpo. 605 (XE
Roorontionel Torfprnnn I.errduoopn: 0 cO
5leoln,onr Annoel Applied %Velrr .hllo,.enrer 605 ccF
02 Fotienood .Sorronl Applied bVoIorL'oo by q, d—.-:
liroor H)00000.
R0000erioeni toefcront ilvdrozono,: B cc
Sory loot lluot Ilyde000non 0 CCA
I.o,oPtnntltydr000no.: 7633 CCF
\Iodiroe Pl:ort l-Ivdoone000: 10277 CF
Hr0h Toot Hvd,nz000n it CCF
OVote, Pontoon: 0 CtX
Enl)nrotrd Anno.el Told Applied NN I., Inn: 179.5 CCI'
03 )TtTA\VIJ \IAAW.\
04 t.ondcoopo Dongn Plot
X5 loipnlioo Olsico PLo,
MAO (todino Doli0n Pine
6.02 Son Chnrr,icot ,noivnio (rnpt otnol)
Denoriprinoof Pnnjroi: The drt17n ohjretron in jnototdod 10 nehiove moire non moAn0
Irnnndnoepr roe the inirorird henri medien through the peeper
oF drip lrr1n4n11no.
I 21) 70(4 Pneporud hr Cituuk Strepord,00
TRACT 33076-1
LA QUINTA, CA
SOUTHEAST 1/4 OF SECTION 10,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M.
THE MADISON CLUB
MONROE STREET
MEDIAN
I'RACT 33076-1
THE MADISON CLUB
MONROE STREET MEDIAN
PROJECT SUMMARY
MONROE ST. MEDIAN STREETSCAPE = 16,588 s.f.
TOTAL LANDSCAPE AREA = 16,588 s.f.
LANDSCAPE PLANS
VICINITY MAP
0
RANCHO
MIRAGE
no.n
- tti
DESERT
PALM INDIAN
1761)70
LA
PROJECT SITE
6141A "LANIN
BY: GirT OF LA QUINTA AOPROVED IT. GIlT OF LA QUISTA
12/31/14
ill, ~'T , Y EVECOPVEN7 DIRECTOR W O R "C E NO 45 43 EXP. DATE
SHEET INDEX
S-EET
NO.
TS
5H--ET ESORIPT.ON
71TLE St-EET
L..I IRRIOATION P-AN
RRIGATION P-AN L1.2
L2.I HRRIOATI ON ETAIL5-
RI&ATION ETA-1S L22
L.I PLANTIN& PLAN
_5.2 PLANTft'S PLAN
PLANTINO PETA.LS AN sp:c.FIOAT:ONS L4J
A -
PROJECT CIVIL ENGINEER — - — *onsd b)-- Dolt 6oJ A
RICE CONSULTANTS, INC.
U Pl.im1n0 Coonekn.ofl
7595 IRVINE CENTER DR., SUITE 130
IRVINE, LO.'-\ 92618
£i_
PH: 949-453-0111
JOB ft
10-z C-11
_99-13-12
STR't-'
DATE
-11 ill tso''° JAN. 20 2014
e?J
.L4271 TITLE SET
REVISIONS
ai LA
pigi Set f
CITY OF LA QUIRTA REPROVED BA CITY OF LA QU NTA
dy
APPROVED:
'4'EER
ITYO
DATE I VOL RU
DATE IC WCR4S RECT //ITT F NG
COMMUNITY DOACLOPRENT DIRECTOR R.C.E. NO. 45843 OP. DATE 12/31/14
REFER TO SHEET L1.2 FOR
IRRIGATION LEGEND & NOTES
C.V.W.D. NOTES
NO TREES OR PALMS SHALL BE PLANTED WITHIN 10'
FEET OF C.V.W.D. SEWER LINES.
THERE ARE NO EXISTING UNDERGROUND UTILITIES
LOCATED ON THIS PROJECT SITE.
TREESPLANTS,WALLSSIDEWALKS AND
PERMANENT STRUCTURES OF ANY KIND SHALL
NOT BE PLANTED, INSTALLED OR BUILT IN CVW
AND USBR EASEMENTS OR RIGHT-OF-WAY
WITHOUT FIRST OBTAINING AN ENCROACHMENT
PERMIT FROM CVWD.
NOTE
AL_ EXISTINO ElOIsE, ANNCLES AND STREE
I'DEROVETIENTS ARE -O OE PROTECTED N
LACE.
WATER VEER AND ELECTRIC DIETTR TO BE
TRA'.BEERED N NA-1E TO T-P- CITY QU LA
QUN'A JPON TAKEOVER CF 'AINTENENCE
BY TUE C
e.
[ CIT'S of LA QWNTA
I Plan Set No.
PIPE SIZING CHART
PFE DDE TTAX ALLD._ADLE RLOLJ
ir,GOP-I
3/4• 10 OPTI
1r, GFM
U, OP-I
1-1/2 1 3D. GRP
- -
EURGO
- - - - - -- -
0 HT
--- --- - -- -- ___ IEX. RIGHT OF WAY
LO a. CURB & CUTTERY~~ TRACT BOUNDA"
L I DRIP ZONE IA - ER. CURB GU1T
- - H
uj
--------------------------------
- - ----
__ __ — —
4 T \_C P,-- -
iz MOO TREET
EX. 18' SEWER EXIBR J U.1 1EER_
d
CVWD DRAMNES.347E04-34707
1/20/20 s
I DRIP ZONE IA
- () . .
( -------------------------------------------------------------------------------------------------------------------------------------------------------------------------()
EX. MCHT F WAY - - X.ReHT OFWAY— -I --- Z
FP L
ACT ED rIA
--- ---
------i E E z-
DRJP_ZONE_A EX- CUTTER CUTOUT Dx TDLE DRIP ZONE IA ER 0
UPS AT .1
-
-
AT MANHOLE
o - - E.-
-
EX CURB CUTOUT C4 1
2/7
06O 3 - STREE T
UT
-
_
EUEDJ 3
—
DR ZONE IA - DRITO ZONE IA
-
- CVWD WELL SITE
(a)
- - -
- -O- - TOIS005 6 -O E U
- - - - -- - - --- - - - -- --- - -- - -- - --------------------------------------------------------------------------------
PEROUTTER WALL - --------- - - - - - - - - -- - -- --
-----------------
-- EXISTING 18 ULT EXISTING STING ID MULTI-PURPOSE -- - - - - - - - J - - - - - —
<< <
01080 EASE ENT I TRGL EASEMENT 4/10
-_--- ______-----__ - --- - - -
He & WTT EX. CATCH BAS"N EX. CURB CUTTER
— DP ZONE RTOZONE2A - - - TETE -- URAWNGS DR!P ZONE 2A
- - —±— ------------ -I-I- — --.-- ----- ____ —::—!!_—_____ --- — -h-- ----
EU.CURTMEDUU1 -TT\4 -------—-Fl -,--- 4o—.—_—.— — ___ -
- -- - ---- ----- -- - --- 1 -
EU8 AT SEVER LRR PER ' •• cx cupo CUTOUT MONROE STREET 1 ER. MEDLGN_1 DX. CURB OTMEDlON- EU CUROCLITOUT
"WRINGS 34704-34707 AT MANHOLE
—,
DRIP ZONE IA - DRIP ZONE 2A— DR I 0 ZONE 2A
(
-DJ 0
I_I
0 20' 40 SO 0
SR.AHC SAL I -
gN
L41272
IRRIGATION LEGEND
C" F I:GAT{o\ LEGEND
500401 TTAJti040U20RI T(OOnL SO 002CR PT 04 'CANE T 0(20(45 P4173104
I at [eory 30 5SF
F 03-30-033 - 200 404 20 STE DETAIL PT
cii 5*03204 1 ST-:2SAT-_1 051041 PADS cALL 'lOtE4T CONTO.LED (TN 101*1 O,CLCSs
SuOLOSJ04 - A_C-u_ISO A0-0 Au-fe_I 04 METAL LOCCNC. E1410054,Se
To 7—
RAN SENSOR - 4W11 MiNGLiOt - TIOA,T SN SSCLORJ04
EDLACT 00, 0200u AT 1104-11,0* (RRiC,AT1O4 FOR 00520(0(100
0l0 IATO,0ETALS4EET(DnT,AiLC'(
4 ceco 1.565-10 542. TALCE 1,3CC 31,01052 031*200 A ALL EEOLE VALVES £'OI0R VALES C_IE03t.
vALVES *20 TE eol,'240OR ralcnt 00035 a',o (REalnv 0* GAtE vASE.
041151 I52OATOI 05031 s€1.( —At-
0
3301,20 9(4' 04100 COPIES SITu _0004u 0(15522003 ntEE SE'S
A_I FDA-C-F-tI AAI04TATIC FLOA CANt COPE_It 000412€ DETAIL EI-55. (DETAIL '41
- 20 P2053420 T1A7L11,C P_ISO 1St SC4C0040 40 -510140 200EV-lIED M0CLE 'n,-POTASLE PIPE
__ 505-52053403 LATERAL Let IPSO - 50400(LE 40 503 46 NOTES - 3,4' 44150 TOTES 011221331,
0303*545 POE' 00 VO*00104. lIE 54 10314 SAER 10155003 05 24W1011 _ICEST4TDR
14 AND INSTALLED ST CSW.
54105(05 I VS 31305 36515 n24352 COSTfl VALVE. DORSALLY 010360
5*1,0420 SsssA05EacSE'E5OecED'0RoL5S 15*1(411055
(PE 025005 SOALL 0Ct40 EStER ALL AASeECAI'E. 105EV_ION 5.411 5000 tSP 0 AIRIER VS TIC 25 440553104
- AR 3032051 1100*03 310.0 It 1.411045 P5511(3:131
iL. TREE ' lOiC.5TE3 00,5 TIPS
110104105 ELECRIV COrSEt VALVE NIt
IRRIGATION EMITTER LEGEND
S-DEWS
T-EN 21*0 HATER
SiC ClAWS E11r114
Sit
V9001 6nII0-O
IT-I (0*04 VOlt
590. (031-2 03-1051.032
0000 I_I(5013 540530104 I 901 EEL) - S ((5-005-IO3A
L0400p(Ty((0;10393030 1140 €3u' 5g0 LOS 2 00-051-0332
coto 0505100005 5901 LOS - .2 35 055-1032
l6055qCO3SI0
Q (3:lponOol pOlo (03 5'r1 1031 - .2 035 1001-lolA
0 20 CQ 00'
A- C S CALE
I" = 20-0
z
-
H z
0
H H
Cl) 0
0
z
0
: 01
1
L41273
SEnD NO.
L1.2
115 cAr
E vo CITY of LA QUINTA -
:: : NOTE
4 . AL. OX 5TIN SIC-N5. MAN0LES 4N STREE
Ir1P.OVEr1EN5 4E 70 BE F0TECTED IN
touESSS 12505 FIL ACE_
NEW ELWCTO C t---TEFR
PECESAL 0 ID.
ADC ROWS
- 53-4031 PONROE REEl -
-
---1 1
I I
_ _ 11
— —
T=-TT
____.__[2
IO i'22Ol r
L - ' CURB STCEDDA
--
EK CURB CU11
EDAND
DE
,
T 14034(101 o H
-
- RIF ZON E
-A-- - -
MONROE STREET 2
COT4TROLLER LOCATION
RIF ZONE 2A MONROE STREET I WEE RRi(*ATiON LEGEND
I WOIEITF
I C' U tO ('TTV flC 3 A flY IPNEVA 4 .rS 413 115
LANDSCAPING GENERAL NOTES
fli .-ctrkoflci InaperEorne0lr0c0cd0rcev.I:rt'-eSLovctr-CFO -oo'treril.,o
0flntcl 01-0 tine 5(oracs-cl tipecflcoclono S-r P_-rAlc VIol-so C_o'Iorcction. 15-Vol
edit (.1..
2. The IanWscace/lrrlgotlon contractor snot 005cm on eflcrOnLhtrent ATOm'S f-a' he
of L.a (10550 EngreerInq oapart'nsnt and any 0(501- qovorning ogoscles 51010 003 hove
ur(50(ction On tine Hark Site.
9. C -In locatiOn 03 undergrc,ond utilities nho, to-the ploT-S ore 000-000note The
contrActor shall determine the enact 'ocotIor of oil e.--2 utliitlm, before
c0000r1t19 osrk Contractor Is fully resporsloie For ony cr0 oil 00-rO3CE Incurred by
h's (Ole-C to 'dote and preserve ony ooc(o,-ground .11 hy. Coil Lhoerground Service
Alert 40 flooR p-br to dgqng at l-.20O.4224153.
A. The contractor 52031 00 reSponsible 'or he removal. T-eplooelnent Or 3101010110-I
of Oil '-017:Iot0fly. aOl-fling OVO g:(- -Y-
5. The conbactorsltdllnOtdisto.t cuisEr(35vrt-eymonumelthorbercnmarltnroted
fn the piars or found dtlring uOnbtructbon Re'no.oa( and replacement 5101, only be
orlorned Ely 0 (lOosed (and surveyor or fe—olass-onolly o,ua(IfiSO r€g.steroo LIeu
elginee.
01 The -t,--tor 55011 roll9 the City E-31000erin9 Inspector 40 hoe—n prior to
Lomr,r.encn3 cIT-N fX1fl4N of cor.51rt100n tEnt req:Vrn Inspection at (160) 77-1046
1. The contractor shell provIde o conttruoun effective 1-eons Of cLot control E)o1
conTrol Shall 1101400 provilionnt For adequate oaternn both OCring ono o'ter the
croWing crtii such time tIle 9-oWed s,r'oce peserLs on effective p-otncti-oe co-ocr
oo)ort InTO or Doter erosion.
ft Construction operOtlons O.na maintenance of euycIpn.ent .-Athln ore co 'rile CT
h,nnoo occ-..ponu.y Sinai beperformed only 041-irg the 4150 perioos on fc0000.
October I to 1190-il 30 l-lon0oy 0rl0oy 1.00 041-5 90 p.r
5loy I to September 90- T-londoy-Fridos 5-00 am-COO p.m.
rlork shoE be prohtoteul ony time on OtT-tooy or Federal
0 All ocrk areas lolthin pubic rlgn:_ot-1o095 Sfl0 I be sigrodncon'orrronce o tT- (hr
ColLrcu-'s VoIcES Or Troll c Controls for Conotructior and hlomntoconce Work ZoneV
TIE IkAOSO31 CLuO.4.ossnt STFIlit-tLLC(*it
ttuuittcs ullcmontnwanss 80067 n
05505€ 050000
Cr0 €7031 So Ft 5W314FS3n(5 Ga' ttc,i FT
TWA 84 450 8 25.568 ElI I 748
-,-ESC_
103 05-SST,1I.T5EtG(5211C210414.3 4414 VIII
no,ln,An(0 Or,5 T,000n4MCO,OA-3 0% no
05 - Sql
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= 005-St'S ID TEC, (TEE 501651
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a P4414 LINE 'IVTE0, (SIZE PER PLAN - CCII. 440
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MASTER VALVE
APPROVED ST CITY OF LA QUINTA APPROVED BY CITY OF LA OUINTA
~1. 4 WAI (11Y DOTE RJO DIRE RENOINEI.R N
I444IJ11IT( DtV[LOP4.4El4T DIRECTOR R.C.E.
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GRCU 570. (FO So0S AND D CONS)
APPROVED BY: CITY OF LA QLJINTA
D MUUNITY NL0PMESTDIRECTOR DOlE
RKPEON(ID BY CITY OF LA QUINTA
ATE IcWOM/cIDENGINEES RI< CIRCE
1cC No, 44D ISP DATE 17/31/14
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NrA
CITY of LA QUINT/o I 0)0-
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L41275 L2 2
ITLT -------------------
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.
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04Mb DRAWINGS 34704-3*707
13+00
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14+00
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.-------- ......................................................................................................-- .--
ED. RIGHT OF WAY
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TRACT BOUNDARY
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Al
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(2
--------------
---- --
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P L A N T MATERIAL LEGEND ALL EXIST N& S SNS, MANHOLES AND STREET
IMPR.OVEVENS ARE TO EE PR.OEOTEO 134
F_AEE ...
SHRUBS z
TREES kNiTi4IN S OF CURB SHALL REOUIRE ROOT SARRIERS
sJLi AgCAUOITDOCOITO
CRTIt PIot
5go1. LQLI-.2 PER DETAIL D,SHEETLT.I .. •. H
005 SODa Egotota SIeI-o Sold I ool. 0*00 - 5
ENTIRE -1EAN TO RECEIVE 5/S' M RUE
DESERT SOLD DEEOMPOSED &RANFTE AVA LADLE AT
Sold Palea
LopFIIo*o DT3TXORIoD "No 3-avo" H go. LQ*4 - 2
SOUT-VE5 DOULDCR AND STONE (760)342-5522 AFLY
0OMAaTEP AT 2' PEE_
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I_I
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NO TREES OR PALMS SHALL BE PLANTED WITHIN NT TREESPLANTS.WALLS.SIDEWALXS AND
FEET OF C.N.W.D. SEWER LINES. PERMANENT STRUCTURES OF ANY EN) SHALL
20-0
THERE ARE NO EXISTING UNDERGROLIND UTILITIES NOT BEPLANTED, INSTALLED OR BUILT P4 CVWD
LOCATED ON 1115 PROJECT SITE AND USER EASEMENTS OR RGHT OF WAY CITY ()UIWIA
-T- 440 - '0 C440V004 LEII..
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-
WITHOUT FIRST OBTAINING AN ENCROACHMENT an Set No. 'V A*OD0CA Nooth
PERMIT FROM Cvw0.
T::VCA'"dOO CA.
A 7 XX -
99-13-12
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APPROVED I CITY OF LA QUINTA APPROVED BY: CITY OF LA QUINTA I n 0j,
L
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EX. MEDIAN LX. CURB CUTOUT
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I
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EX RIGHT OF WAY
Di, CURB & GuT1ER-
- ---------------
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SEWtRUNE PER — 35+00 al DRAWINGS 3*704-34707
----
MONROE STREET
NOTE
ALL EXISTINS 51555, MANHOLES AND STREET
IMPROVEMENTS ARE TO SE PROTECTED IN
PLACE.
36-00
CITY OF LA QU[NTA PLANT MATERIAL LEGEND
LANDSCAPING GENERAL NOTES
A.] ark Sf101 1,0 formed leaccordonce I* fh Standard PlaU of the CISc of
- LCCI.lrta and Inc Standard speulflcatlOnn for PubUC -k,constructlot'I. latent SHRUBS
2. Tf' landScope/IrriootIon contrcactor shall btOd encrouchn'enu permIt From Pie .&,, Aoovo amerIcan', 5001 LOIN - 2
0XEr g:porROtand onc other gonermmnig agencien that nay roan 0A40 Condor Plant
.3 nile locaFan r Cergrocr1 utIlitIeS ,haon the plans ore approolmate. The 005 Dales cachtsia Sierra Soc gal. MED - .5
contractor shall determire N.e eooct l000tlar of all exiStIng util,tles before 6old p oleo
dOe e
ILO42400 @ gntonom 142 ttrn 0 : 5 gal LOS 2
of all regalatoru, canning and gUide signs. GSA Casslo artemlsloldes 5 gal. LOIN - .2
S. Tl'e cortractar snail not dioturo eeetina Surrey ,narAmeflfs or benr,h markS noted Feotheru 00550
on tao piano, or Found Ocring construction. 5'emo'ual and replacement shall only be
performed by a llceoNed land surveyor or p'afess:aooliy ooilFled realstered 1-1 -- Hesperoioe parviflora P gal. LOIN - .2
Red Yucca
(I. The contractor shall notify the Cuty Englreering Inspector 45 —.—prior to
commencIng anu phase oA --t—ti—tnot eq]ireb inspection XC (350) 777-1005.
3 The cent/actor shall provide a continuous effcct'vn 'neon, & Aunt control. Dtt
control Ni-all Inclube provisiommn for adequate —t—i-3 during and 00Cr She
a-acing until such tale the graded Surface presents an effectIve protective cover
aSians: 5mb or eater erosion.
o COnstructIon aperationn era maintenance of eo,ulpmentelthin ore half mile of
boron occupancy Shall beoerrormea only during the time perloaN as fallbes
000or I to April DCI Monday-Friday '1,00 anil-5730 p.m.
"lay I to September 50' Monday-Friday £00 ---7 ,00 P-
- shall be prohibited any time on &cnaay or fe0er01 ulolldoy.
A All arc areaS n/thin public rght_cff_0015 snail be Signed in conformance —h Ens
'OolE,'ars_'arualofprouflcc',ortnolSforcar,structOnar,dMOnter,ancekbarkZanes'
NOTES:
TREES dNITHlN 5' OF CURS SHALL REWIRE ROOT SARRIERS
PER DETAIL ', 5+4EE7 LT.l
ENTIRE MEDIAN TO RECEIVE 5/8" MINUS
DESERT SOLD DECOvIPOSED GRANITE— AVAILASLE AT
SOSTHISEST SOLDER AND STONE (150)342-5522. APPLT
COMPACTED AT 2 DEEP.
rTf3 QJINTA
Plan S t No.
APPROVED 55 . CITY OF LA QUINTA APPROVED BY: CITY OF LA Q'JINTA
p-
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4- ~ Lvx JOHA~ON CIAT! R -N fN COMMUNITY DEVELOPMENT DIRECTOR R.C.E. NO. 45843 EXP. DATE 12/31/14
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() SHRUB PLANTING DETAIL
APPROVED 91', CITY OF LA QUINTA
911 LIC WORKS I COO CIII
ACE, NO. 454103 9109. DATE 12/31/14
APPROVED CITY OF LA QUINTA
&/, by
OPNSON D5tTE
(Ml.1ul1T'/ DEVELOPMENT