3915i
j
NOTE:
4With proper validation
this form constitutes an
encroachment permit
1
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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
Ir Subdivision Improvement Permit — Class I II X
DATE:' 15, 2003 Minor Improvement Permit Class IV
6 LOCATION OF CONSTRUCTION Tract 30357 Mountain View Country Club
' 80-345 & 80--37$ Pottelo and 51 990 81: Dorado Drive
h (Street address or Desc-r ption of Location)
i Mw PURPOSE OF CONSTRUCTION In8taL1. hewer, water and Sketch (attach construction plans if ap
propriate)
street and site improve%ants
DESCRIPTION OF CONSTRUCTION Install newer. eater and T
street and site Improvements
*See Attached Special. Conditions*
DIMENSION OF INSTALLATION.OR REMOVAL
E
i
I SIZE OF EXCAVATION, IF NEEDED Previouely rough
4' aradod ._fi, i
+« APPROXIMATE TIME WHEN WORK WILL BEGIN Upon t0eeipt of I
P,'�a APPROXIMATE TIM,&OF COMPLETION July 30. 2003 t �
1ur,ESTIMATED CONSTAUCTION.COST $ 793.046
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
D a
LMIY 1 9 2003
CITY 01: LA (J� itpilT.
f
Indemnify, defend• and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arisingout 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 advancejof the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of thefl5ermit anb�all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the resul'lof this work. r A
re of Applicant gr Agent
Toll Bros., Inc. 30-•400 Jefferson Street, La Quinta (760) 564-9930
Name of Applicant (please print) Business Address . 11 Telephone No.
Tall Bros., Inc. 50-400 Jefferson Street, La.Quinta (760) 564-9930
Name of Contractor and Job Foreman Business Address Telephone No.
777699
Contractor's License No.
13651
City Business License No.
Liberty Mutual Iusurance RG2621004723022TD7
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 23,792.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
tWr i it
9,000.00
$ 14,892.00
Receipt No.
Received by Date
Recorded by
` 39i5
PERMIT VALIDATION
PERMIT NO. 3915
DATE APPROVED Mav 15, 2003
EXPIRATION DATE
DATE ISSUED / t / < f v
By
Administrative Authority
Raoul Martinez;_�.Ibitan't Engineer 11
Telephone: (760)„777-7075
- - - L ---------------------------------------------------
NOTE:
S
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).
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 IMPROVEMENTSand APPROVED SUBDIVISIONS
DATE: �-t
LOCATION OF CPNSTRUCTION _M Z6 �••� 50
A4(Jk)T
(Street address or Description of Location) , �.,
PURPOSE OF CONSTRUCTION��,, fPLI-SL A
Subdivision Improvement Permit — Class III x
Minor Improvement Permit Class IV
Sketch (attach construction plans if appropriate)
DESCRIPTION OR -CONSTRUCTION
DIMENSIg V OF INSTALLATION OR REMOVAL
SIZE F E CAV TIO I NEEDED LI f-
APPRO I� ATE TIME WHEN ORK LL N
APPROXIMATE TI 0 CO I IL
ESTIMATED CONS R
(Including removal f a I b�r tini is teri I, ai d d ris, b illi c
paction and placin nen e f ci n r re a in ovements)
In consideration' o a tin ' f th s pe a pliant hereby agrees to:
` Indemnify, d nd- s ve t e'City, i s authorized agents, officers, representatives and employees, harmless from and against any and all
'penalties, liabi it as o ss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or urr ng 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.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quints and to pay for any additional replacement necessary as the result of this work.
;'. Signature of Applicant or Agent :.
�c_ s . G � so- t11� too S 4 -`1`i. •
Name of Applicant- (please grin) ,{ Business Address I , T Iephone.No.
n LA
77
Name of Contractor and Job Foreriiar:. Business Address Telephone No.
Contractor's License.,hlo. City Business License No::
:Applicant's Insurance Company; Policy, Number
FEES: Subdivision Improvement Permit — Class III"
Public Improvements: 3% of :estimated .construction costs
Private I6iprovements:'3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ PERMIT VALIDATION
Permit Fee II
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by. Date
Recorded by
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Telephone: (760) 777-7075
f '
City of La Quinta
The;following General and Special Provisions are attached to and made a part of
Permit Number 3915
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. a6y 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 sealcoat 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 abDiv when indicated:
0 R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075. at least forty-eight hours 148) 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.
'❑ 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 -toad Improvement Standards and
Specifications, Ordinance #461.
�J 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 (Y<") to one foot (1')..
® R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt -of plan and profile and/or grades as -established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A "') feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal: Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta"Standard #207.
'❑ R8 DRIVEWAYS: A.C. driveways shall be. constructed as not to alter existing drainage -pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A:C. paving on (" N/A'") of class { " N/A " )
aggregate base.
-® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at -all
' times.
® :R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application -shall -comply with the
manufacturer's specifications.
City, of La Quinta
® R11
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of•Califomia or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with'State or.City of La Quinta projects.
® R12
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which,exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, -
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to.the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13
PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straightedge 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 d50%) 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 tobe- exercised
thatthe 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
6:10.1 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 servkc
.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 dQuinta 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 Stand ard'Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO., 3915
Toll Brothers Inc
Tract 30357 (Mountain View Country Club)
Install sewer, water, .street & on -site improvements
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications for Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. VERIZON, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted 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 anyway.
6. 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.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), I982),
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.
PERMIT NO. 3915
Toll Brothers Inc
Tract 30357 (Mountain View Country Club)
Install sewer, water, street & on -site improvements
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 lane of paved surfaee shall be
maintained at all times.
8.. 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.
9. 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.
10. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard. Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may 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 j etting 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 progresstesting on the stockpiles.
C. The first length of trench backfilled shall be backfilled.in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical. intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted:
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the,lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder.of the_project. „_
PERMIT NO. 3915
Toll Brothers Inc
Tract 30357 (Mountain View Country Club)
Install sewer, water, street & on -site improvements
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or.
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
11. 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.
12. . All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
13. Access and egress'to all local properties shall be maintained at all times. .
14. 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 saw -cut one (1) foot beyond trench edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
.Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium
asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
• - PERMIT NO. '3915
Toll Brothers Inc
Tract 30357 (Mountain View Country Club)
Install sewer, water, street & on -site improvements
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 un-milled 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 saw -cut
removal lines.
For longitudinal trenches located in a traffic lane": three (3) feet outside the saw -cut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street, two -(2) feet, outside the saw -cut removal
lines.
E. If grinding and capping operations are not performed in the same'day as base paving operations,
the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street,surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
15. 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.
16. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has
# designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., .streets not
part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted
street if making a delivery or pickup on the subject street, or if this permit specifically grants permission
to use the street to deliver street construction materials and/or equipment.
17. The City of La Quinta reserves the right to revoke, suspend or void this permit at any, time.
18. 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.
COST ESTIMATEFOR BOND PURPOSES
;Z
MOUNTAIN VIEW COUNTRY CLUB
Spa,Tennis Court, Temporary Club House and Parking Lot
-
PREPARED:.JANUARY 21, 2003
REVISED:* JANUARY 29; 2003
-
.
REVISED: APRIL 21, 2003
ITEM
QUANTITY UNIT COST'
COST.,
SAWCUT AND REMOVE EXISTING CONCRETE
CART PATH
1,104 SF
1.50
1;656
INSTALL TYPE A-6 CURB PER RIV. CO. STD. NO.200
MODIFIED WITH V-6" WIDE GUTTER
702 LF
10.00
INSTALL TYPE "D" CURB PER RIV. CO. STD. No. 204
1,592 LF
10.00
7,020
INSTALL "RIBBON GUTTER" PER DETAIL SHEET 5
37 LF
8.00
15,920
INSTALL 2"X4" REDWOOD HEADER
44 LF
1.50
296
INSTALL 3" A.C. OVER 4-1/2" C.A.B.
64,900 SF
1.35
66
87,615
INSTALL 6" THICK CONCRETE PAVEMENT
20,380 SF
3.50
71,330
INSTALL 4" THICK CONCRETE SIDEWALK AND
CART PATH
253 SF
2.50 -
633
CONSTRUCT DRIVEWAY APPROACH
6" THICK CONCRETE
600 SF
3.50
2,100
INSTALL THRU ISLAND DRAIN PER DETAIL SHT 5
18 LF
10.00
INSTALL CONCRETE WHEEL STOPS 6'-0" LONG
.4 EA
80.00
180.00
CONSTRUCT MASONRY RETAINING WALL PER
320
ELEVATIONS SHOWN ON PLAN
6,981 SF
8.00
55,848
CONSTRUCT CONCRETE STAIRS PER
ELEVATIONS SHOWN ON PLAN
89 SF
15.00
0
INSTALL 3" A.C. OVER COMPACTED NATIVE. .
1,335
MATERIAL( TEMPORARY CLUB HOUSE)
8,487 SF
0.85 •
7,214
TENNIS COURT PAVING
15,135 SF
6.00
90,810 ,
INSTALL 6' HIGH CHAIN LINK FENCE
383 LF
12.00
4;596'
INSTALL 4' HIGH CHAIN LINK FENCE
60 SF
10.00
600
PAINT 4" WIDE. (WHITE) LINES, PARKING STALLS
3,074 LF
0.80
2,459.
PAINT 4" WIDE (BLUE) LINES AND DIAGONALS
214 LF
0.80
INSTALL HANDICAP SIGN
6 EA
120.00
j71
720
INSTALL CURB RAMP,CASE A PER RIV.CO.STD 403
36 SF
500.00 '.
18,000
INSTALL COMBINATION INLET CATCH BASIN NO.2
PER RIV, CO. STD. NO. 302 (1) - GRATE AND
GUTTER DEPRESSION PER RIV.CO. -
STD. NO. 312 ( CASE A)
t 3 EA
3,200.00
9,600
INSTALL MANHOLE NO.1 -PER RIV: CO. FLD. CONTROL
"
STD. DWG. MH 251
4 EA
2,800.00
1.1,200
INSTALL 18"HDPE (N-12) STORM DRAIN PIPE
660 LF
20.00
13,200
INSTALL 6" HDPE ( N -.12)
75 LF
16.00
750.
INSTALL JENSEN PRECAST 1,000 GALLON
i
SAND -OIL INTERCEPTOR W/SAMPLE BOX AND
6" RUNNING TRAP AT OUTLET, AS APPROVED
BY RIV. CO. HEALTH DEPARTMENT
1 EA
2,000.00
2,000
INSTALL JENSEN PRECAST 24"X24" DRAIN INLET
WITH TRAFFIC GRATE, MODEL DI 2424
1 EA
600.00
600
INSTALL 4" V.C.P. ,SEWER WITH CLEANOUTS
224 LF
15.00
INSTALL 2" DOMESTIC WATER SERVICE, (SPA).
44 LF
15.00
3,360
660
'INSTALL 11/2 DOMESTIC.WATER SERVICE
.(TEMPORARY CLUB HOUSE)
15 LF
18.00
270
INSTALL 4"'FIRE SERVICE, C-900, C.L. 200 P.V.C.
(SPA), W/F.D.C: AND P,I.V.
45' LF.
12.00
540
PURCHASE FROM C.V.W.D., AND INSTALL
4" DETECTOR CHECK ASSEMBLY (SPA)
1 EA
3,000.00.3,000
PURCHSE FROM C.V.W.D., AND INSTALL 1 1/2"
.
DOMESTIC WATER METER (SPA)
WITH BACKFLOW DEVICE
'1 EA
7,200.00
7,200
PURCHASE FROM C.V.W.D., AND INSTALL
1" DOMESTIC WATER METER ( TEMPORARY'
CLUB. HOUSE) WITH BACKFLOW DEVICE,
1 EA
2,500.00
2,500
INSTALL 4"X10" INTREGAL CURB WITH 6"
CONCRETE CART PATH AND LOT E
515 LF
3.00
INSTALL 4' HIGH X X WIDE CHAIN LINK GATES "
2 EA
10`0.00
1,545
200
CONSTRUCT CONRETE SEATING AND STEPS
AT TENNIS COURT
1,650 SF
6.00
9,90.0
CONSTRUCT CURB RAMP CLASS B, PER RIV.CO.
STD. 403
175 SF
5.00
875
SAWCUT AND REMOVE EXIST. 6" WEDGE CURB
70 LF
5.00
INSTALL 12' HDPE (N-12) STORM DRAIN PIPE
336 LF
18.00
350
INSTALL 6' INTERGRAL COLOR STAMPED
6,048
CONCRETE, COLOR AND STAMP TYPE TO BE
DETERMINED BY OWNER.
1,434 SF
5.00 :
7,1.70 '
INSTALL 4' INTEGRAL COLOR STAMPED CONCRETE
COLOR AND STAMP TYPE TO BE DETERMINED
BY'OWNER.
1,240 SF
4.00
4,960
CONSTRUCT MASONRY SCREEN WALLS PER
ELEVATION SHOWN & PLANS 7 PER DETAILS ON
:
LANDSCAPE ARCHITECTS PLAN SHT. 3.01
2,395 SF
4.00 '
9',580
INSTALL_12" NDS - PRO SERIES CHANNEL DRAIN
280 LF
20:00
5,600 '
INSTALL 6" DIA. POOL DRAINS .
'INSTALL
35 LF
100.00
3,500
6" HDPE (N-12) DRAIN LINE
260 LF
12.00 • .
3,120
INSTALL 8" HDPE (N-12) DRAIN LINE
480 LF
13.00
6,240
INSTALL 10" HDPE (N-12) DRAIN LINE ..
232 LF
15.00
3,240
CONSTRUCT DRYWELL PER SHT: NO. 6
1 EA.
15.00
INSTALL 18" CONCRETE, FLARED END SECTION
1 EA
200.00,
15 . .
200
TOTAL ESTIMATED IMPROVEMENTS
436,289
10% CONTINGENCY' ; •
.. 43,629 •.
TOTAL ESTIMATED BOND AMOUNT ' $.
479,918.
UNIT PRICES USED HEREIN ARE BASED UPON EITHER
CLIENT PROVIDED INFORMATION OR FROM BEST
AVAILABLE INDUSTRY DATA AT THE TIME OF PREPRATION.
'CONSULTANT ASSUMES NO RESPONSIBILITY FOR THE
EXACTNESS OF SUCH UNIT PRICES IN EITHER EVENT.
OQp,OFESSJDN�
PREPARED UNDER THE SUPERVISION OF: ��4���Y
c`.Mp9�Fy
co �.
C7
y
` k 20596 m
m
uj
fr
Exp.09=30.05
02
S ANLEY C. I IORSE, R.C.E. 20596'
*
DATE
EXP. DATE 9/30/05 r, CIVl1.
MDS.CONSULTING PLANNING, ENGINEERING, SURVEYING IRVINE/LA QUINTA, CA
COST ESTIMATE FOR BOND PURPOSES
TRACT NO. 30357
PHASE 2B SEWER AND WATER IMPROVEMENTS
PREPARED: JANUARY 27,
2003
MOUNTAIN VIEW COUNTRY CLUB
REVISED: FEBRUARY 12, 2003
ITEM
QUANTITY
UNIT COST
COST
PHASE 213 SEWER SYSTEM
RECONSTRUCT EX. M. H.
1 EA
1,000.00
1`,000.00
CONSTRUCT 12" V.C.P. SEWER
531 LF
30.00
15, 0.00
CONSTRUCT 8" V.C.P. SEWER
768 EA
20.00
15,93930.00
CONSTRUCT MANHOLES 4'- 0 DIA
6 EA
1,500.00
9,000.00
CONSTRUCT 6" SEWER LATS. & CLEANOUTS
1 EA
8
8 00.00
CONSTRUCT 4" SEWER LATS. & CLEANOUTS
2 EA
8 00.00
CONSTRUCT DROP CONNECTION
1 EA
200.00
1,00.00
CONSTRUCTION CLEANOUTS
1 EA
1,600.00
1,00.00'
800.00
800.00
TOTAL ESTIMATED SEWER
45,590
10% CONTINGENCY
4,559
PHASE 2B WATER SYSTEM
TOTAL ESTIMATED SEWER $
50,149
REMOVE EXISTING 18" X 6" REDUCER
6" G. V. & BLOWOFF (B.0)
1 EA
700.00
700
REMOVE EXISTING 12" X 6" REDUCER
6" G. V. & BLOWOFF (B.0)
1 EA
500.00
500
18" DIP WATER MAIN WITH POLYETHYLENE
ENCASEMENT & RESTRAINED JOINTS,
WHERE REQUIRED
753 LF
40.00
30.120
12" DIP WATER MAIN WITH POLYETHYLENE
ENCASEMENT
8" DIP WATER MAIN WITH POLYETHYLENE
632 LF
35.00
22,120
ENCASEMENT
1,459 LF
20.00
29,180
6" DIP WATER MAIN WITH POLYETHYLENE
ENCASEMENT
142 LF'.
115.00
2,130
4" DIP WATER MAIN WITH POLYETHYLENE
ENCASEMENT.
15 LF
13.00
195
1.8"•DUCTILE IRON BUTTERFLY VALVES, EPDXY
LINED'& COATED
8 EA
3,000.00
24,000
12" OUCTILE IRON GATE VALVES; EPDXY LINED
..
AND COATED
91 EA
2,000.00
18,000
8" DUCTILE IRON GATE VALVES, EPDXY LINED
AND COATED
3 EA
1,000.00
3,000•
8" X 4" REDUCER, 4-G.V. & B.O. ASSEM.
3 EA
2,00' ' 0 f
6". FIRE HYDRANT ASSEM. (W.B.) (STANDARD)
6,000 .
6"X 4" X 2 1/2"
4 EA
3,000.00
12,000
6" FIRE HYDRANT ASSEM.,(W.B.) (SUPER)
6". X 4" X 2.1 /2"X2 1 /2"
1 EA
3,500.00
3,500
2" WATER.SERVICE
2 EA
1,000.00
2,000
1",WATER SERVICE
1 EA
800.00
800
UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT
TOTAL ESTIMATED WATER
154,245
PROVIDED INFORMAITN OR FROM BEST AVAILABLE INDUSTY
I O% CONTINGENCY
15,425
DATA AT THE TIME OF PREPRATION. CONSULTAtdT ASSUMES NO'
TOTAL ESTIMATED WATER $
169,670
RESPONSIBILITY FOR THE EXACTNESS OF SUCH UNIT PRICES IN
EITHER EVENT.
TOTAL E TED BOND AMOUNT $
219,819
PREPARED UNDER THE SUPERVISION OF:
E S si
Al
QPOF
STANLE C. MORSE, .C.E. 20596 . DAT
20596
m
EXP. DATE 9%30/05
C1Al L
�OFcal,IFQ
TOLL BROTHERS
PAGE 1 OF 4
TRACT NO. 30357
•F I L-E:'G:\38206\CEST\P2BSwrW trRsd.x)s
MPS CONSULTING PLANNING, ENGINEERING, SURVEYING
IRVINE/LA-QUINTA, CA
COST ESTIMATE FOR'BOND PURPOSES
PHASE 2A .STREETS
PREPARED: FEBRUARY 12, 2003
ELDORADO DRIVE, VIA SORRENO
& AVENUE 52
REVISIED: APRIL
24, 2003
TRACT NO. 30357
ITEM
QUANTITY
UNIT COST.
COST
_STREET IMPROVEMENTS
CONSTRUCT 6" CONCRETE WEDGE CURB PER DETAIL
ON SHEET 5
2,178 LF
10.00
21,780 "
CONSTRUCT TYPE "D" - 6" CURB FACE. PER RIV.CO.
STD. NO.204
426 LF
9.00
3,834
CONSTRUCT A-6 CURB &.GUTTER PER RIV.CO.
STD. NO. 201
239 LF
10.00
2,390
CONSTRUCT CURB TRANSITONS PER DETAIL ON
SHEET 5
20 LF
.10.00
200
CONSTRUCT CROSS GUTTER & SPANDREL PER RIV.
CO. STD. NO. 209A-MODIFIED TO 6' WIDE
1,449 SF
3.00
4,347
CONSTRUCT CURB RAMP, CASE A, PER RIV.CO.
STD. NOA03
1,380 SF
3.00
4,140
INSTALL STREET/CART PATH CROSSING PER DETAIL
ON SHEET 5
2 EA
500.00
1,000
CONSTRUCT 6" THICK DRIVEWAY APPROACH PER
DETAIL ON SHEET 5
479 SF
3.50
1,677
INSTALL 3" A.C. OVERA.5" C.A.B.
48,005 SF
1.40
67,207 .
INSTALL 4.5" A.C. OVER 6" C.A:B.
16,780 SF
1.60
26,848
INSTALL "BARRICADE" PER RIV. CO. STD. NO. 810
2 EA
800.00
1,600
ADJUST MANHOLE TO GRADE, 2ND LIFT
9 EA
350.00
3,150
ADJUST WATER VALVE BOXES TO GRADE
2ND LIFT
15 EA
150.00
2,250
ADJUST STORM DRAIN MANHOLES TO GRADE,
• 2ND LIFT
1 EA .
350.00
350
CONSTRUCT PERMETER WALL PER ELEVATIONS
SHOWN ON PLAN & PER LANDSCAPE ARCHITECT'S
WALL DETAILS
40 LF
60.00
2,400
INSTALL 2"X4" REDWOOD HEADER
4581F
1.50
687
EXISTING POWER POLE, PROTECT IN PLACE
3 EA
0.00
p
INSTALL 4" THICK CONCRETE SIDEWALK « r
2;060 SF
2.50
5,150
SAWCUT MIN_.V FROM EXIST. E.P. & REMOVE
EXIST. A.C.
830 LF
1.50
1,245
TOTAL ESTIMATED STREET IMPROVEMENTS
150,255
16% CONTINGENCY
15,025
TOTAL ESTIMATED STREET IMPROVEMENTS
$ 165280
PAGE 1 OF 2
TOLL BROTHERS
TRAC T NO.
RAP.
30357
FILE: G:\38206\CEST\AVE52.xls
MDS CONSULTING
-PLANNING, ENGINEERING, SURVEYING
IRVINE/LA QUINTA, CA
COST ESTIMATE FOR BOND PURPOSES" PHASE•2A" STREETS
CONTINUED FROM PAGE 1
SIGNING & STRIPING
PAINT 8" WHITE STRIPE PER CALTRANS
STD. PLAN A200 - DETAIL 38A
658 LF 0.90.
592
PAINT 8" WHITE GORE STRIPING -TYPICAL
15' SPACING
460 LF 1.00
460 '
PAINT "CROSSWALK" LINE PER CITY OF LA-QUINTA
126
DETAIL "CASE B:
140 LF 0.90
. 6,440
PAINT TYPE IV`( R ) ARROWS PER CALTRANS.
STD. PLAN A24A
2 EA 45.00
90
PAINT "RIGHT EDGELINE" PER CALTRANS STD.
PLAN A20B, DETAIL 27B
330 LF 0.80 .
264
INSTALL "STOP" SIGN PER CALTRANS TYPE R-1
1 ;EA 300.00
300
INSTALL "RIGHT" LANE MUST,TURN RIGHT" SIGN PER
CALTRANS TYPE R-18
645 LF 0.80
516 -
INSTALL "NO PARKING ANY TIME" SIGNS PER
45.00
90
CALTRANS TYPE R-26
2 EA 150.00
300
INSTALL TYPE F DELINEATION AT 50' O.C.
13 EA 100.00
1,300
PAINT "STOP" PER CITY OF LA QUINTA DETAIL "CP
1 EA 100.00
100
TOTAL ESTIMATED SIGNING & STRIPING
10,578
UNIT PRICES USED HEREIN ARE BASED UPON EITHER CLIENT
- - 10% CONTINGENCY
1,058
PROVIDED INFORMATION OR FROM BEST AVAILABLE
TOTAL ESTIMATED SIGNING & STRIPING
$ 11,636
INDUSTRY DATA AT THE TIME OF PREPRATION. CONSULTANT
ASSUMES NO RESPONSIBILITY FOR THE EXACTNESS OF SUCH
- -
UNITPRICESINEITHEREVENT.
TOTAL ESTIMATED BOND AMOUNT .
$ 176,916
PREPARED DER THE SUPERVISION OF:
QFypFESS/ON
C
N r
STANLEY C. MOR R.C.E. 20596
D E
No. rn
W
,
"
'EzP. 9-30-so-o5
EXP. DATE 9/30/01
*
sr CIVIL �Q
9TF OF CALIF
PAGE 2 OF 2
TALL BROTHERS
TRACT NO. 30357
FILE: GA38206\CEST\AVE52.xls
PPPA
Sloddan'grininAarinn
6782 Stanton Ave., Suite A Buena Park, CA 90621 (714) 523-0952n, Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm, Desert, CA 92211 (760) 772-3843 Fax (760) 772-3895
Date 4
Job No. 52
FIELD-MEM6.i.,
Project Name
b
'.
Cl ien
Site Address
Job Phone
'Work Done
.5014 D/f*)q4�-
dde
V�
re 1.4- e5l'e-) -
Test Summary [Footings Inspected
V
IIA
Test
No.
Location
Elev.
Dry
b,ensity
Moist
% Relative
Compaction
Ref. IVIax
pcf
Mois
% _ t.
.
7
167.
'73 LZ.
.9z
Comments
yef • 1• �
v Fie rdlevdh/ S16per..qr A6eni
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to -be of service.