8021La)" See below for Finance Revenue Codes
o�TAtwip 4 40"
�'Y• '`""" ENCROACHMENT PERMIT
OFPUBLIC WORKS CONSTRUCTION
'f�
' 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.
r. Subdivision Improvement Permit - Class III
Minor. Improvement Permit' Class IV
DATE: 3/6/2008 -
LOCATION OF CONSTRUCTION: Madison Club Villas; TM 34968; De Soto Ave;B Humboldt -Blvd within Madison Club
PURPOSE OF CONSTRUCTION: Precise Grading
DESCRIPTION OF CONSTRUCTION: See Plan Set # 08023,
DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set # 08023
APPROXIMATE TIME WHEN WORK WILL BEGIN:. 3/10/2008
TIME OF COMPLETION:
ESTIMATED CONSTRUCTION COST: $1,563,520.00. (Including removal of all obstruction, materials, and debris; bs
permanent resurfacing and/or replacing improvements)
COMMENTS
QUI
In consideration.of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occuring as a proximate result l f 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 4:00 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances; the, terms and conditions of the permit and all applicable rules and regulations of the City,
of La Quinta and to pay for -any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Ron Lane —East Of Madison LLC 80-955 Ave 52, La Quinta, CA 92253 r' (760) 391-5072
Name of Applicant Business Address Telephone No
and
Neuvo Engineering 794811 Country Club Dr.; Bermuda Dunes, CA 92201 (760) 771-5755
Name of Contractor and Job Foreman Business Address Telephone No.
'438834 157
Contractor's License Number City Business License No
Lexington Insurance Co. 1070530 '
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit -Class II Public Improvements: 30/6 of estimated construction costs
Private Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee E_1
$46,906.00
Permit Fee E_1
4100.00
.As -Built Deposit E_A
$1,000.00
Cash Deposit -Surety Bond, EE=6
$0.00
if required
TOTAL $48.006:00
PERMIT NUMBER: 8021 8DATE APPROVED: ✓' 7Q•/'Cj) 7 Z C/o
EXPIRATION DATE: M �rG' �► % , 2-00 g
BY:
Administrative Auth '
O
Description. of Construction (i.e.: See Plan Set No. 01234)
Dimension of Installation of Removal: S� 2 kcu-, 02 3
Approximate Construction Start Date:.
Approximate Construction Completion Date:
Estimated Construction Cost: $ 115 (0 3 S 20
.Estimated Construction Cost shall include the removaf of all obstructions, materials, and debris, back -filling; compaction and.
placing permanent resurfacing and or replacing improvements
Contact Name: ,_s Lr.'V._e Phone Number: act
Name ofApplicant/Owner: Ec►'ti ak L L L
Applicant Address: $C_-) - CI5� 4,,; - - Jr. 2- La
Applicant Telephone Number: 3�1- SCS72
Applicant E-mail Address: \c.r,e Q�
u
Name of Contractor: e uvo �hoa;l N �.e ri n oa
Contractor Address: 7et — S t t C C- w6 L� r - Be rM.0 a O H..1tra
Contractor Telephone Number: 7 -7 t - 5-7.5- 5-
Contractor State License Number:. W33 Sfs34
Contractor City Business License Number: 1 7
Contractor E-mail Address:
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
L ex ►rlct'� � 1 � s � ca.�.c.. � C.o ,
Applicant or Contractor General Liability Insurance Policy Number:
IO7053 C>
Office. Use Only: Office Use Only:
Inspection Fee:Li 6 0 Assigned Permit Number. x
Permit Fee: t Approval Date: (l
�` � C �
As -Built Expiration
Deposit: (00Date:
Dust Control Issue
Deposit: Date:
Credit
Amount: Administrative Authority:
TOTAL FEE DUE: $ H Vr 00
� q 201
FOR PERMfr.doc
Precise Grading
$52,468.50
$5,249.85
$57,748.35
Sewer Im rovements ,
$30,874.00
$3,087.40
$33,961.40
Storm.Drain Improvements
'„ $70,110.00
$7,011.00
. $77,121.00
Water Improvements
$9;088.00
` $908.80
$9,996.80
Landscape Architecture Improvements.
•$2,423,920:00
_ $242,392.00
$2,666,312.00
Monumentation
�$12,000.00
$1,200.00
$13,200.00
Note: No dry utility cost required, bond paid per. tract 33076-1
tLR
Probable. Cost Estimate Disclaimer: ;
T. This cost estimate has been prepared, at,the request of the client, prior.to finalization of plans and
,,specifications, and, therefore, is subject to change: This cost estimate is an estimate only. These figures
are'supplied as a guide only. This firm is not responsible for fluctuation in, cost of material; labor or components,
or unforeseen contingencies.
RCE •Consultants, Inc. ` ` Page 1 of 2 3/4/2008
Precise
Grading- Probable Cost Estimate
3 ` . •GE
`
MS V
1
2
Mobilization ILS
Construction Water
LS
1
1 1
$5,000.00
$6,000.00
$5,000.00
$6,000.00
3
4
Excavation ".x _ ao... .n,,�
Dust and Erosion Control . ;
CY
LS
'20,-999
1 .
$1.50
$10,000.00
$31.498.50
$10,000.00
_
'i
.
Sewer Im rovements -Probable Cost E 'a
ME-
ME
Storm Drain Improvements -Probable Cost Estimate
T;E_i
'
ESG 21P —
M• -
P CEO
,
CO
1
Install 6° Round Area Drain wl6' Drain Ri .�
EA
115
$75.00
r=
$8,625.00
2
Install 6° HDPE AASHTO Desi nation M-252, T, S Storm Drain Pi
LF
2,660
$15.00
$39,900.00
3
Install 8° HDPE AASHTO Designation M-252; T e S.Storm Drain Pi
LF
526
20.001
$10,520.00
4
Install 12° HDPE AASHTO Designation M-252, T e S Storm Drain Pie
, LP-'
429
$25.00
$10,725.00
5
Install 241 Square Area Drain w/ 10" HDPE riser w/. Water Tight Connection
EA
3
..$70.00
$210.00
6
Install 18' Square Area Drain w/ 8° HDPE riser wl Water Tight Connection
EA
2
. , $65.00
- $130.00
Water. Improvements - Probable Cost Estimate _
TEEM n seTe : ► Ili - co... ' _. '
1.._ Install 1 Schedule. 40 PVC Private Service LF 2,272 . . $4.00 $9,088.0-
• -. ��` - Iron �� .,401�8"� 3/Slab •.
.t. ck
Landscape
Architecture Improvements.-* Probable.Cost'Estimate
MMIEZAR _WII _� .,
Install 4°1 Precast Concrete Paver, •
1
SF
55,960
$25.00
$1,399,000.0o
2 :
Construcf4' Saeen Walls
LF
757
$110.00
$83,270.00
3 . `
Construct 6' Privacy Wall,, _
SF
< 5,680
$140.00
$795,200.00
4
Construct Fire Pit
EA .
'. 8
$500.00
$4,000.00
' 5
Construct Cascade Fountain •
- EA •
..6 -
$1,500.00
$9,000.00
6.
Construct Octagon Fountain
EA
9 `� -
$1,500.00
$13,500.0.0
7
Construct Pond Fountain_i`
EA :
8
$1,500.00
, ` $12,000.00
8 1
EVA Culvert(per separate permit _ :
LS
<.1
$100,000.00
$100,000.00
9 .
Construct Autocourt Fountain w/.Tile ' - , .
EA
2
$1;500.00
$3,000.00
10
Construct Autocourt Precast Fountain,EA
;
2
$1,500.00
p $3,000.00
11.
Install "Guest Parking° Sign -
EA
9..
• $150.00
$1,350.00
12 •
Install "No Parking Except At Designated Guest Parking Area",
EA
4 •
, $150.00
$600.00
•- - �- -
1
2�4�L,��0�0:
- _
;�,'t�B.TrO�T�
- Probable Cost Estimate Disclaimer:' � -' - � - - '• �'
z "1. This cost estimate has been prepared,'at the request of the client; prior to finalization of plans and. wad
specifications; and, therefore; is subject to change: This cost estimate is' an estimate only. These,figil are
supplied as.a guide only: This firm is not responsible for fluctuation in cost of material, labor`or components,. '
oi, unforeseen contingencies - 1, 4 - 213Z3 1Z,
'
'RCE Consultants nc. -
_ f ,: Page 2-of 2' _ - 3/4/2008 '
City of La Quinta
The following General and Special Provisions are attached to and made a part of.
Permit Number 8021
A The following shall always apply.
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contractor if the pavement is marred; City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any,drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and. backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required; to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If ,de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of. one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he"must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to.niaking any excavations within the City of La Quinta right-of-way authorized
by, permit, the permittee shall contact all concerned utility .companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® 'R3 UTILITY CLEARANCE .(Surface Structures) No work shall be done under this permit until all utilities are, clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( " N/A " ) inches of A.C. paving placed on.( " N/A " ) inches of ( " N/A " ) aggregate sub -base course having an
"R" value of not less than ( **.N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta_ shall check grades upon receipt of plan and profile and/or grades as established by
a licensed_ engineer..
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("' N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal: Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be.constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall .be two and a half inches •(2 W) of A.C. paving on (" N/A ") of Gass (" 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.
Citv 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 lies
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This.office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such.a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
® 1114 LIMIT OF EXCAVATIONS: Excavations shalt be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall -be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The ,Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill: Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved'sand or gravel:
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand.or equivalent and shall be placed on lifts not greater than
three feet(3') and vibrated using vibrostamper or equivalent equipment..Alternate methods may be substituted, but in any
case, a relative compaction.of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in'layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1),copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the.Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the.placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on. a. ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is.still visible on.street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded arid 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.8021
Madison Club / Precise Grading /Tract No. 34968; De Soto Ave & Humboldt Blvd
In addition to the standard permit conditions, the following shall apply:
1. Pursuant -to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed -by and to the satisfaction:of the City Engineer.
2. This permit or copy of it shall be'on the work site (usually the job trailer) for inspection during the -
actual work performed.
3. East of Madison, LLC — Ron Lane and Nuevo Engineering, hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each.working'day and more
frequently, if required.
5. 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 I st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday . 8:00 a.m. to 5:00 p.m.
May 1st to September 30: r 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,.(iricluding setting up traffic control devices) is not permitted on any Arterial,
street (ie any41ane street) before 8:30 a.m. nor after 4:30 p.m.
6: Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. -3
p.m. Traffic control shall be set up after9'a.m. and removed before 3 p.m. The Permittee shall contact.
the Riverside Country Traffic. Signal Maintenance Department at (951) 955-6894.if signal operation at
the intersection is to be altered• in any way.
7. The permittee and/or contractor placing engineered fill must provide adequate time and' -safety for the
` Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
Special Conditions Pagel of 8
PERMIT NO. 8021
Madison Club- / Precise Grading /Tract No. 34968; De Soto Ave & .Humboldt Blvd
8. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative -to the approved city plans. The
minimum required wood lath type stakes shall be placed at all -proposed building corners,.and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
9. Building areas should be overexcavated to a depth of at least X feet (see plans) below existing grade or
X feet (see plans) below the bottom of the footings, whichever is deeper. The exposed surface should be
scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is
attained. Once deleterious materials are removed, the native material may be placed as controlled
compacted fill. Overexcavatiori should be observed by a representative of the Geotechnical Engineer of
Record and compaction should be verified by testing. Any deviations from this permit, soils report, or
grading plan must be approved by the City Engineer prior to the construction of the deviations.
10. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other. City streets or facilities as a result of work performed under this permit.
11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a.letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. A]ternative.Routes
12. Any land on which Williamson Act contracts apply.sha11 remain undisturbed.
13. 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:
14. East of. Madison, LLC. and Nuevo Engineering, hereinafter referred to as "Pennittee", shall be
responsible for providing continuous dust and erosion control.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export. site
b. The import/export material during hauling shall be near 70% optimum moisture content. .
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan.
Special Conditions Page 2 of 8
PERMIT NO. 8021
Madison Club / Precise Grading/Tract No. 34968; De Soto Ave & Humboldt Blvd
15. Pursuant to Section 14.16.250 of the-La-Quinta Municipal Code (Ordinance 10 § I (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work. Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance'] 0 § 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.
16. 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.
17. 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.
18. The permittee shall be responsible for notifying the inspection staff of import fill. and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Unifor>n Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing.or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report.
on all fill is required following pad certification and prior to building permit issuance.
19. The permittee shall be responsible for calling,the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firma If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or.
the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall
'determine the number and location of the test locations. The above testing does not relieve the permittee's .
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
Special Conditions Page 3 of 8
PERMIT NO. 8021
Madison Club / Precise Grading /Tract No. 34968; De Soto.Ave & Humboldt Blvd
20. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans. approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by.the architect or
engineer of record.
21.' The permittee is responsible for obtaining a valid separatepermit from the California Department of
Transportation Department (CalTrans) if any of the work or traffic control devices extend into the CalTrans
right of way.
22. ' This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
.of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
23. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer II) of the private land owner whom is being
encroached upon.
24. Prior to performing construction work and -closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior. to work and request an appointment for a
preconstruction meeting with the City Inspection staff..
25. During work hours, the.permittee shall provide and*maintain a traffic.lane that diverts traffic off the paved
roadway. The. traffic lane must be located within the existing R/W with the following requirements:
a. . Class Il Base with a minimum depth of 2"
b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557.
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open'trenches.
e. A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
26. ' The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified. dump site.
27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public.Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
Special Conditions Page 4 of 8
PERMIT NO.8021
Madison Club / Precise Grading /Tract No. 34968; De Soto Ave & Humboldt Blvd
29. The permittee has been found to be entitled to pay only direct expenses incurred by the City while
administering tasks related to.the permit, in lieu of paying the standard encroachment permit fee adopted by
the City Council. City staff and its contract staff will maintain monthly time and _material ledgers of
expenses incurred, and the City will invoice the Permittee on.a monthly basis for the accrued cost.
The "T&M" note, and the `°TBD" note, that appear in the "FEE" section on the face.of the
permit form, respectively mean "Time and Material" and "To Be'Documented" and is a
reference to the direct expense method defined in the previous paragraph.
30. The permittee is required to provide. an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction; and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
3 T. Work within.500 feet.of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. .
Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the
Riverside Country Traffic Signal Maintenance Department at (95.1). 955-6894 if signal operation at the
intersection is to be altered in any way.
32. As shown on the sketch to the left, a
minimum distance of 18 feet between
the surface and power. lines must be
kept at all time.
Poser Poke
IB Ft nin
Grovntl Surfoca
33. Pursuant to Section. 14.1.6.3 10 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 be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. 'Backfill shall be performed by mechanical. means; no water
densified compaction via jetting or flooding or othermeans 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..
Special Conditions Page 5 of 8
PERMIT NO.8021
Madison Club / Precise Grading. /Tract No. 34968; De Soto Ave & Humboldt Blvd
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material "shall be removed to the, limits directed by.the Geotechnical Inspector and/or the City:
Inspector and the resulting excavation backfilled with pipe bedding material. .
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content. range shall be established at the onset of the
project and ensured prior to use of the.materials through progress,testing on the stockpiles.
C. The first length of trench backfilled shall be.backfilled in. the presence of the City Inspector.
Compaction shall be tested .at random- depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and.to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E.. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected 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.
34. 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.
35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original. condition.
Special Conditions Page 6 of 8
PERMIT NO.8021
Madison Club / Precise Grading /Tract No. 34968; De Soto Ave & Humboldt Blvd
36. . Access and egress to all local properties shall be maintained at all times.
37. Pursuant to Section 14.16.375 of the La Quinta Municipal .Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion.
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacerrient 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 shallbe installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved''/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved'by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 ,
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For. longitudinal trenches located in a parking lane:. three (3) 'feet outside the sawcut
removal lines.
• For longitudinal trenches located in.a traffic lane: three (3) feet outside the sawcut removal.
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E.. If grinding and capping operations are not performed in the same day -as base paving operations,
the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left -
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the 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.
Special Conditions Page 7 of 8
PERMIT NO.8021
Madison Club / Precise Grading /Tract'No. 349.68; De Soto' Ave & Humboldt Blvd
38: 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. '
39. 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.
40. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
4l The permittee shall indemnify, hold1harmless and assumeahe 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 8 of 8
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