2381. A
NOTE: -
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 IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE
9-22-95
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION — The Quarry Tract 28189
Tom Fanio Lane North
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Roush Grad* existinIt lots
into eleven lots
DESCRIPTION OF CONSTRUCTION Rough grade and top dress
approx.
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 10.000
(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:
See attached conditions
Per the approved Grading Plan
PSEP2,9
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and agai tan nd all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persos or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this applicatiork
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 Quinta and to pay for any additional replacement necessary as the result of this work.
A ,
Sj�nature of Applicant or A ent
La Quints Golf Properties (619) 777-1100
Name of Applicant (please print) Business Address Telephone No.
Turpin Construction Co. 54-936 Shoal Creek La Quints, CA 92253 (619) 777-7611
Name of Contractor and Job Foreman Business Address Telephone No.
706410
Contractor's License No.
3751
City Business License No.
Navigators 95AO327
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 297.12
10.00
$ 307.12
Received by Date
2381
PERMIT VALIDATION
PERMIT NO. 2381
DATE APPROVED 9-22-95
EXPIRATION DATE 12-31-95
DATE ISSUf D 20
By
Administrative Authority
Recorded by 11 TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a part of Permit No. �V
GENERAL PROVISIONS
The following shall always apply:
ENROACffi1'IENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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.
TRACKLAYING CONSTRUCTION EQUIPMENT. Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations 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 Quints 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 cost 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 La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 strueWres, 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 OPERATIONS: If de -watering operations aro 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 STREET'S: 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:
�Rol NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
ttz J UTILITY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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.
RUTILITY 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 inches of A.C. paving placed on inches of class _ aggregate subbase course having an 'R'
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
�� 1/4 inch to one foot (P).
( Rb / 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 (_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 Ins Quints Standard #207.
RS DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (_) of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
R 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 of City of La Quinta projects.
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEM 94T CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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
excavatioa 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.
BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any 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 in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFII.L PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction testa shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
,4.
1.
2.
97
rd
61
SPECIAL CONDITIONS --PERMIT NO. 2381
--- THE QUARRY/TURPIN CONSTRUCTION ---
In addition to the standard permit conditions, the following shall apply:
All work shall be•performed in accordance with the latest edition of the "Standard Specifications
For Public Works Construction".
No fill shall be placed which will cover or obscure asphalt concrete, petroleum product spillage,
or other non-native materials.
Permittee -shall furnish the names) 'and phone number(s) of the individual(s) responsible for
maintaining dust control after hours, weekends, holidays, etc.
All streets shall be kept clean of all trackage or spillage from vehicles using this site. The roads
shall be completely cleaned at the end of each work day, and more frequently if required.
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. in.
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.
Equipment may not be operated or maintained on legal holidays including Sundays.
Permittee is responsible for repair of any pavement damage or other damage to access roads and
other public facilities.
7. Should additional work or modifications be required in order to meet established City Standards
or in order to fit 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.
8. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES).
9. Any on-site haul road shall be effectively destroyed at the conclusion of the work to prevent use
by unauthorized vehicles.
10. Permittee/contractor shall install stop signs to stop construction traffic prior to entering any street
from the construction site.
Special Conditions - Permit No. 2381 Page 1 of 2
SPECIAL CONDITIONS - PERMIT NO. 2381 continued
--- THE QUARRY/TURPIN CONSTRUCTION ---
11. If buried remains are encountered during development, a qualified archaeologist shall be
contacted immediately and appropriate measures shall be taken.
12. All grading shall be performed per the soils report.
13. It is the permittee/contractor's responsibility to provide continuous dust control while the grading
is being performed, or at any other time as deemed necessary by the City Engineer. Permittee
shall provide soil stabilization on the entire site immediately after completing the grading
operation.
14. Street closures shall not be permitted at any time. A minimum of one lane on paved surface
shall be maintained at all times with flagmen at all times per CALTRANS standards or the
WATCH (Work Area Traffic Control Handbook).
15. All excavations at or near the travel way shall be backfilled at the end of each work day for the
protection of the traveling public. No trenches shall be allowed to remain open overnight.
16: Permittee/contractor shall comply with all requirements of the Community Development
Department related to but not limited to Archaeology/Paleontology Etc.
Special Conditions - Permit No. 2381 Page 2 of 2
NOTE:
With proper validation
this form connitutes an
encroachment oermn CITY OF LA QUINTA
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curia. driveways. pavements. sidewalks, parking lots. sneers, watts nyin
and other like public works impmvematts in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
p/ Q j
DATE: /`// Subdivision Improvement Permit — Clea 111
Minor Imprwnnwm puma Clea IV
LOCATION OF CONSTRUCTION T N t . Q C.9 A.�LR�! 'T'Zz,ge-�' 2S I S Gl
FAZ,.i o (_A wf IloR--h
MUM addnu or 00anown Of Locesiwj
PURPOSE OF CONSTRUCTION 4eoc"9h 6Q4DE' GYI J71N1�, Sketch (attach construction plans if approprietel
?r Co7'S /•uTp C4EVEl�I
DESCRIPTION OF CONSTRUCTION G"440L 'J`jy Tom
D2.ESS'. Igo air /Sop Gt. YR�t
DIMENSION OF INSTALLATION OR REMOVAL /C r_t+f 0 tom cPlT vnl S
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S
(Induding removil of all obstruction, materials, and debris, bactfillichq, cow
paction and placing permsnem resurfacing and/or replacing improvemu►tsl _
In considersoon of the granting of this permit, the applicant hereby ogre" to:
Indermov. defend and tare era City, in authorized agents, officers. rtpnaaraUva and amplovew harrmmlen fmor" and aeeirrt ahy end all
penamtta. I.apilitia or low nnW" fry" Jaime Or court Wt4n and N" owt Of env eacdens. tda or daine" to persons or progeny
happenuq or coa rune a a Wexw"I ream" of any vert undertatarm under the oen w eranod wreua"t to this aopbtioe.
NotIN VW Ad"unmmm Autnorittr at leans na"n,-four 1241 hour, n advance of he
tint wren wort Min be ,orad
COMMY mo all "Wi"We City Qrdinermeea, the tams and condition of the perm" and an apOikaby rve a"d reemdetwo of the Cry of
Ls Quints and to pay far any oddMandl nWatanmem neaMMv a tie t"At of his .cors.
Sgnature of Applicant or Agent
�1
Name of Applicant (please prim)
8hnlnea Address Telephone No.
X 7'v�P��v co.h✓rTavcrio.rco. Sit Y3 (o s/fo.�tc2EEx Cis 401_�A_ (61f)777-76//
Name otContractor and Job Foremen Business Addrta Talephons No.
X ?O (. 'l/ Q
x
Contractors Ucanse No. City 8tsine:s License No.
� N� vv c.aTo2�
Applicants InsuranceCompany 01CU. LIAGIL.ITY Polley Number
FEES: Subolvltlon Improvement Permit'— Cleat, 111
Public improvements+ 3% of estimated construction ousts
Private improvements: 3% of estimated construction costs
Minor Imorovement Permit — Clea IV: See attached schedule
lnsmictlon Fee S 7 12- I
Permit Fee ) b , D D
Penaltv
Cash Deposit -Surety Bond
if npuired
TOTAL:
Rewipt No.
r iv
Revived by Date I
Recorded by [
PERMIT VALIDATION
PERMIT NO. Z 3 g
DATE APPROVED
/7/y 95
EXPIRATION DATE
DATE ISSUED
9y �
Administntiw Authority
m
77
ELEPHONE: (618)
09/22/95
06:50
KUYKENDALL, INC_
P.O. Box 87
Thousand Palms, California 92276
619/343-7545
619/343-7540 (FAX)
September 21, 1995
PROPOSAL FOR:
J. William Turpin
President
54-936 Shoal Creek
La Quinta, Ca. 92253
Phone: 619/777-7611
Fax: 619/777-7613
JOB SITE:
Tract 28189
The Quarry at La Quinta
Plan date: July 1995 - Rough Grading Plan
Plan Status: Unsigned/Unapproved
Soils Report: None
Eng: The Keith Companies
Kuykendall, Inc. is pleased to submit the following pr-oposal fur
your consideration:
SCOPE OF WORK To BE PERFORMED BY KUYKENDALL:
Kuykendall agrees to furnish all labor, materials and equipment fvi-
the prompt and efficient execution of the work to be performed and
to perform such work.in strict accordance with the plans provided
by TURPIN which plans are made a part hereoL k)y reference.
The scope of work is more particularly set forth as follows:
GRADING:
1. Mobilization of equipment
1. • Cuts to fills to establish eleven pads
(lower pad grades will be established in the field -
excess materials to be used on the lower pads to avoid
import and/or export.)
3. lip and water to a depth of 6"
4. Compaction on pads to be 90t or better.
09i22/95 06:51 002
v
Mr. William Turpin
Tract 28189
September 21, 1995
Page 2
5. Demolition of 15 x 15 concrete pad
6. Export concrete debris off site
7. Dump fees for concrete debris included
PROPOSED,COST: $9,904
This proposal is based upon the items and approximate quantities
indicated herein. Any changes in the referenced plans, items of
wur.k or indicated quantities; any phasing or delays on any portion
of the wvx-k requiring additional move in of. equipment and/or
personnel will necessitate a change in the contract price.
;:ONSTRUCTION WATER:
'lURVIN shall be solely responsible for providing Kuykendall with
necessary water for construction purposes and dust conUrol durii,y
the performance of the work pursuant Lo this agreement.
In the event Kuykendall is required to obtain water from other
sources, or to provide a corisLruvtiC)j'i hydrant, then and in that
event TURPIN agrees to reimburse Kuykeridall for such out--of-pocket
expenses together with a 15% mark up for administrative costs.
DUST CONTROL
Kuykendall shall be responsible for the dust (;vnLro1 resulting from
their work performance only. Any additional dust control required
or resulting from other trades shall be billed iii aL Time and
Material basis and shall consLlLuLe a change order to this
agreement..
EXCLUSIONS:
Kuykendall specifically excludes from their scope of work and
responsibility, any required engineering, inspections, surveying,
soils testing, utility installation, relocation aad/ox-removal; as
well as any permits.
in the event Kuykendall is required to provide services in
connection with any of the above noted exclusions, TURPIN
specifically agrees to reimburse Kuykendall fox- Lherse expenses plus
a 15% mark up.
09/22/95 06:52. 004
Mr. William Turpin
Tract 28189
September 21, 1995
Page 4
ACCEPTANCE:
Tree above terms and conditions ax -e hereby accepted and Kuykendall
is authorized to commence work as specified on the day of
, 1995.
TURPIN CONSTRUCTION
L. William Turpin
Date:
KVYKENDALL, INC.
John Blackwoo Estimator
pate:
09/22/95 06:51 003
Mr. William Turpin
Tract 28189
September 21, 1995
Page 3
ROCK CLAUSE
In the event bedrock is encountered and/or if existing soils are
found to be unacceptable for backfilling and cause a change in
Kuykendall's coat and or time on the joky, Kuykendall shall provide
TURPIN with a change order providing for such work to be performed
on a Time and Material basis; whic)j additional sums shall be a
change to the contract price.
INSURANCE
Kuykendall shall provide to TURPIN and Lhe property owner evidence
of General Liability and worker's Compensation coverage and shall
name both TURPIN and the property owner as additional insured
thereunder.
TURPIN agrees to provide general liability, fire and builder' a rink
coverage for Lhe job site.
CONTRACT PRICE AND PAYMENT SCHEDULE
Kuykendall agrees to perform the above noted scope of work for a
contract price of
$9,904
Progress billings shall be provided by Kuykendall with all required
material and labor releases. Payment on said progress billings are
due within 10 days from date of billing. All invoices not paid
within 30 days from date of billing shall be deemed past due and
subject to a 1.5k interest rate for each 30 days not paid. (This
is an annual 18% iXtLerest rate).
In the event the account is placed for collection, TURPIN and
property owner agree to be responsible for any and all collection
fees, including but not limited to attorney fees and costs.
TERMS OF OFFER:
This proposal shall be valid for a period of thirty (30) days. In
the event this proposal is not accepted and/or the work is not
commenced within that period of time, Kuykendall, Inc. reserves the
right to re -bid the project in part or in it's entirety.