0758AV$
ar�q•a ? t. � 1{ tb - " �x �•,,,�5' Y�^k+1k"Mtar ry .rS`aye,i'."" +.Ks "�iFY'\ji, 'ctL,Kati gl � �'t.:�+'
" 1
NOTE:
WitWproperP'validation (�•) rt 2
this form constitutes an
encroachment permit 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
DATE
July 25; 1990
LOCATION OF CONSTRUCTION
TR 25499-3
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
PGA west
(Street address or Description of Location)
Street improvements
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
and storm drainage
DESCRIPTION OF CONSTRUCTION 11 improvements shall be constructed
DIMENSION OF INSTALLATION OR REMOVAL
I SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 8/20/90
t
G
per approved plans
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(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:
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 occurring as a proximate result of any work undertaken under the permit granted pursuant to this application:
Notify the Administrative Authority at least twenty-four (24) hours in advance of a ti a when work will a start d.
Comply
with all applicable City Ordinances, the terms and conditions of the i all�applic ru sand r ulations of,the City of
La Quinta and to pay for any additional replacement necessary as the result o is gr Kr, ice„
Sunrise Company Itature of Applicant or Age,tJ
National Mortgage & Land Co. 42-600 Cook St. Ste. 200 Palm Desert'..568-2828
Name of Applicant (please print) Business Address Telephone No.
Same
t
Name of Contractor and Job Foreman Business Address -Telephone No.
288130 328
Coiftractor's License No. City Business License No.
''Aetna, General Liability 083ACM5726732 Workmen Comp CK006873CSA
Appiicant's Insurance Company Policy Number,
.{
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs �0005i M f4 3T�P-14-129,8.0�Ji0
Private improvements: 3% of estimated construction costs a0758
ry�}� S0
Minor Improvement Permit — Class IV: See attached schedule
0
6,978.00 Revised Exp Date
Inspection Fee $ II PERMIT VALIDATION.
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 6,978.00
Receipt No.
Received by Date
Recorded by
;PERMIT NO. 0758
DATE APPROVED
EXPIRATION DATE 12-31-92
1
DATE ISSUED 'K 1 .54-
f L l q0
Administrative Authority
TELEPHONE: (619) 564-2246
:.�=�c��--,r:=-:--,�.-� :wc�:=:, �=r �3 �le'1�;=._;-a. r6 r a -r r M w.o r r.-c� r. a r s�► w: o r. r. r� r r .r w r+r� .o. E�..c� .a a w ar ter .. r .► r w. w rw ��.� .a e> w ,w o .a wr a* w
NOTE-—
With proper'validation
this form constitutes an CITY OF LA QUIN `��
encroachment permit TA \
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: July 25, 1990
LOCATION OF CONSTRUCTION TR 25499-3
Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
PGA gest
(Street address or Description of Location)
Street improvements
PURPOSE OF CONSTRUCTIONSketch (attach construction plans if appropriate)
and store drainage
DESCRIPTION OF CONSTRUCTION 11 improvements shall be constructed
per approved plans
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 8/20/90
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(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:
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 occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance off e time when work will .be started.
Comply with all applicable City Ordinances, the terms and conditions of theeerm��anY�/d/all applic a ruled/}re/g� tions of the City of
La Quinta and to pay for any additional replacement necessary as the result o this G.Vof A` -•! " ✓:
Sunrise Company tS,ignature of Applicant or Agent
National Mortgage & Lund Co. 42-600 Cook St. Ste. 20q Palms Desert 561-282��
Name,00ff Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
288130 328
Col tractor's License No. City Business License No.
..Aetna, Ceneral Liability 083ACI,15726732 Workmen Comp CK006873CSA
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs 405i�3 P-248_ 4--94 k'
i fi Aafk9
Private improvements: 3% of estimated construction costs L r t� F
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
6,978.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 6,97.00
Receipt No.
Received by
Recorded by
Date
Revised Exp Date
PERMIT VALIDATION
PERMIT NO. C756
DATE APPROVED 3 &_.r 5-23/
EXPIRATION DATE � ' `` 12-31-92
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 564-2246
.. \fes
R16 SU*ONUMENTS: Prior to excavation or beginning of constru n, all survey monuments shall be tied out by City
of La uumta and suitable payment or guarantee of payment shall `e made as reimbursement for II work •
a o k involved.
R17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge -prior tc. excavatiwi. 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 of traffic: Prior to final paving operations, any damage to pavement straight edge shall be
corrected. '
R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to rem_ oval.'Prior to final paving operations, any damage to
' pavement straight edge shall be corrected. ,
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited tot,000lineal feet ofopen trench before backfill operationsMust
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 determinethe suitabilityof 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
* r. .• aterial is actually'on the work site. t'
R20ACKFILL' MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for.purposes ..
r;r f 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.
R21„ 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 equivalenfequipment. Alternate methods maybe substituted; but in any
ase a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R22 B CKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
efcre flooaing 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. - -
u resulting compaction shall be not less than 90percent or equivalen - t to the sur'roZinding ground, whichever isthe greater
r _ r, • ;, r 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.
r . R23 COMPACTION TESTS: Ifso required bythe inspector, compactionte stsshall be made at intervals of not more than 1,000
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'
• ndard Specifications, Division of Highways, State of California, dated January 1973.
' 2
Che
MPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
+• "" ne(1)copyofeachtestshallbeforwardedtotheCityEngineerforapprovalandfiledpriortomakingpermanentrepairs.
�• r - 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.
R25 TEMPORARY PAVEMENT'REPAIRS: After completion of backfill and compaction operations, a temporary patch
1 - consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed
j after a maximum of 3,000 lineal 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.
R26 PERMANENT PAVEMENT REPAIR: After backfilland compaction operations 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.
j .. surfacing placed on a inch class • base shall be placed no later than days after completion of
i. temporary road repair. +
R27 PAVEMENT REPAIR: F.A'S.: Upon completibn ofbackfill and compaction, a temporary patch consisting of two inches (2")
- of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving: Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.,
R28 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
i' determined by the City Engineer.
*r R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
7 ''where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
r 37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
L be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRI PING: Where street striping is still visible on st'r6eis to be excavated, such striping shall be replaced upon
• - completion of permanent repairs.- r '
R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished
Y �,t •
by a licensed, bonded and insured tree service, and handled safelywithout interference or hazard tothe 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 removed 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
w, highway. -The stump hole shal I 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 500 feet at any one time. Adequate
signs, flagmen and/or barricades shall be provided to protect the traveling public at all times.
It. Large holes resulting from,tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
r, s, -.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.
R32 TREE TRIMMING: -
,: • a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed. t
b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time.
` Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c.t If tree trunks' are partially outside of the City of La Quinta road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided a
by this permit.
e s c d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
_4 the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees. 5
I r r f: Pruning shall,'in all instances, be at the shoulder of the crotch to insure even, fast healing in all cut; of two inches
' ' (2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector. '
d7 5 s'
The following General and Special Provisions are attached to and made a part. of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of way
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or 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, spelled, 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 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 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 Hrs. 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 structures, City of La Quints 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 are required and pumps are forcing water on City of La Quints 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 isfelt bythe permittee that he must close a streetfor
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The f�ollwing shall apply ONLY when indicated:
wi
j Ry NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction.
R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than S
shall be furnished in the name of City of La Quints to coverall work involved in the restoration of the various La Quints
roads and survey monuments. This bond shall be continuous until cancelled by the City Engineer. This bond must be
posted prior to commencement of any work on this project .
(:R3�,TILITYCLEARANCE:(Substructures)PriortomakinganyexcavationwithintheCityofLaQuintsrightofwayauthorized
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.
R4 TILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of the
oposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R5 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 Quints Road Improvement Standards
and Specifications, Ordinance #461.
R6 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 (1').
R7 GRADES & STAKES: City of La Quints shall establish grades and stakes for the proposed concrete curb and gutter
construction.
Va
RADE CHECKING: City of La Quints shall check grades upon receipt of plan and profile and/or grades as established by
licensed engineer.
R9 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 La Quints Standard #207.
R10 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.
R11 CULVERTS: A inch diameter( )culvert shall be installed with the invert approximately 1-1 /2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.
R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
3 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall complywith the
anufacturer's specifications.
R14 90ORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or
City of La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or
Citv of La Quints forces to preclude delay or interference with State or City of La Quints projects.
^ R15 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 be 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 priortothe removal of any monuments. Thisoffice shall
be notified upon completion of replacement of all survey monuments for proper project clearance.
n_zi
SPECIAL. CONDITIONS--PERMIT; NO: 075.8. t '• F
.
STREET" IMPROVEMENTS'. AND = STORM°_' DRAINAGE=�TR' 25-49,9-3
.The
following; conditions" shall, be met";.to. the:. satisfaction of ;the
City'.Engineer._
I.
Permittee.-shall..be responsible for.dust-and-erosion control.
�.'.
2.
Streets shall be kept.. 'clean., They-shall be:be.completely-
cleaned at the.end•of the working day and`more frequently if, t
required.
�3.
Contractor.•shAll comply with the local.noise,-ordinance;and'
construction operations. and.-maintenance of equipment, within..
one half ''"mile of human occupancy, shall ',,be performed only
during .the' time . periods as follows :
•Monday-Friday'7':'OOa.m
{
October..lst to April; 30. 5.3Op;m.
. ' Saturday` 8: 00A.m. -5: 0Op::m:..
May'ist to September-;30: Monday-Friday 6:OOa.m.-7:00p.m.
Saturday .8:00a.m.-5•:OOp.m.
'.
work shall'.� be prohibitedy,-anytime on Sunday, and Federal.
z
holidays.
4.
Permittee shall assume responsibility•.for repair of existing
pavement breakdown -at .the -haul road access. to,, any, public- or .
private :street 'and for any damage to. other City: streets.- or
facilities;-
5.
Any on-site '.'haul, road:. shall *be, effectively- destroyed-, at the
conclusion.of the•work.to prevent use by unauthorized vehicles..
• : 6. ,-,.
Construction- trafficshall- not .be permitted' access '' on , PGA
Blvd. ' or the improved. portions of .Ave. 54 and Madison Street...
Permittee' `shall furnish,, install, . and, maintain stop;; signs - at
each .access to any', public- street to stop construction
'
traffic.. Advance warning," and -` traffic control • shall;.. be-"
'installed and maintained in-_ accordance with Cal.' Trans
Standards and subject to,the.approva- of the City•.Engineer.
N
y
` 7.-
w �.
Permittee shall 'notify the'-.City at' 564-2246-at least .''24 "hours
In advance of starting -construction. "-
8. _All improvements shall be'constructed±as per approved plans:
,
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SECURITY PACIFIC NATIONAL ('}
�- HEADQUARTERS OFFICE 1:11&103¢
SuNRI SE COMPANY ` 333 S. HOPE ST. + s i+ 1t6-4 l „ L iF��I {
r* PGA HEST _ t.S LOS ANGELES, CA 90071 t h 1220 x�'
42 600 �OflK yST.s SiIITE `200; �� CHECK NO sr4 x�
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CITY OF
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NUMBER. OF PACES 1NOLUDING' OVER SHEET: •
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If 'you .d®n®t, receive all the -pages,, please call beck
as soon as posstbt® at
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below. i
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NAMES
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ACKNOWLEDCEMENT OF -RECEIPT- Requested ,
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Please Sign aiki;"ledging. receipt and fax this cower"
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(619) 568-17e4'lmmedlately following transmisslon.'•:
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619568164-+
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eRcroachngent permJt '
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCS
For the construction of public or private tuft, driveways, pavements, sid
and other like public works improvements in connection with MINOR IMPROV
..i_ LIc Subdivision Impr
DATE-..,,. .,,...
.,......= 1990. a� Minor Im
LOCATION OF CONSTRUCTION_..T. a ct 25499- PGA rues t
levant address or Deesriptloh of Location)
PURPOSE OF CONSTRUCTION Street.I Provement,s,�� Sketch (eta,
Storm Drainage g
DESCRIPTION OF CONSTRUCTION As per
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
parking lots, suers, water mains
3 and APPROVED SUBDIVISIONS
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION C08r S
(including removal of all obstruction, materials, and debris, backfilling, Com-
paction and piecing pvm runt roaurfacing and/or replacing improvements)
In consideration of th6 granting of Itis permit, the applicant hereby agrees to:
insrsmnlfv,.dafsiid and save the City, Its authod4sd .gents, offlaers, tapresehtath►oi arrd empiuym,
panom", iiabilltlse or Ion resAft from olairro or count Milan and aril out of env aeaiderrt,
happening or oanurring as a proxitram mwit of any watt undertaken under the esfrtdt granted pL
NMI* the Ad Miniatrotive AuW arittr at ►test WAnty Baur 4241 i►ortra in scrams of the time when
comoly wltn an app alma city oftiva"aw ft "MIS end tDnaitions of the pw+nil and ail awriltn
IA CLuinta and to pay for any addRbnai rpisaement neom ory as the nwit of this work.
Nome of Aoplicent (picric print)
Name of Contractor and Job Foremen
288130
Contractor's License No,
Aetna, General Liability _083
Applicant's Insurance Company
Permit Class III
it Permit Class IV ....�
construction plans if appropriate)
oved plans on file
micas from turd epaulet env and all
CW oams0e to perol" or prow"y
ant to this evoiCation.
it Valli be stashed.
ruin end reeuistlem of the City of
Signature of Applicant or Age ,
42-600 Cook St. , ste#200,
Business Andreas
9usinta Address;
328
City Business
CM57267321 Workman's Comp
FEES: Subdivision Improvefnem Permit Class III
Pubilo improvements: 3% of estimated construction costs
Private improvements: 3% of saimated construction costs
Minor improvement Permit — Class IV: See attached schedule
Policy N
m ueSerL �tsa—
Telephone No.
Telephone No.
nse No.
CK006873CSA
nspection Fee S f� PBRMi'r VAI rnar"%n'
-' t-• a •'; { {��, `'w*'�1 ... L ` - *. � a f-• � .':.s.� -r, .�,! a4'+.3i �:. .4_,,R_. r� "•R�. YtUI g t , - ' /
national moPtcagc &.lan6 company .41
-
. July 12, 1990
4.
Mr. Frank Reynolds
City-Engineer
City of " La Quinta.
78-105 Calle. Estado
.Y. La. Quinta,CA 92253,.-
RE:
2253. RE: -ENCROACHMENT/INSPECTION FEES FOR TRACT..NO. 25499-3,4e, µ �,
' �. ,•.1, .. '� A- '1754. i { "
Dear Mr: Reynolds: Y
r4r-Enclosed is a check in the amount. of $6,978.00 'for the y
encroachment/inspection,fees,'.for the above referenced-tract:
The,Cityl,s'adopted fee schedule allows for Encroachment/Inspection
Fees to be determined based upon actual contracted prices (where
available) for work to be performed.: --'Attached are itemized
"--breakdowns of the actual contract prices plus a,10% contingency
allowance. '
After- the plans have been signed, we,-will provide your ,office with..,-*
three (3) sets of the approved improvement plans for your use.
fSincerely,
NATIONAL MORTGAGE & LAND COMPANY
vi d 8. Snow
Senior Project Coordinator
Engineering
r q sl
t ,.Enclosures
cc: Allan R: Levin Sunrise Com an
25499-EI.LTR
42-600 COOK STREET, SUITE 200, PALM DESERT, CALIFORNIA 92260 • (619) 568-2828 ;
' -TRACT 25499-3:•`ENCROACHMENT%INSPECTION
r_
FEES"
ESTIMATED
CONTRACT
r ^
ESTIMATED., r 4
_
ITEMQUANTITY
COST/UNIT
Y �
TOTAL
ti STREET
t �•
IMPROVEMENTS
1. Class, II Aggregate
153,155 SF
0.33/SF
�$ 50 54100
k _ Base ti
�
2..,2" 'AC Base Course
153,155,SF
0.'38/SF_
. 58,.199 .y00
3: 1" AC Cap Course
.1b3,155'' SE
0.16/. SF's
+ : X24, 505.00
4. : Type "A"''Curb' &'-
G•
7,968 LF
5.45/LF';
43;426..00 -
• Gutter
r
5. .6" Concrete. Cross
1,•230• SF;
2.25/SF
2, 768:00
Gutter
i ..
•
TOTAL', r'
,_
$179,439.00_,
},
.
• •
;. ;
_• • STORM DRAIN
: .•
..
-v' , •,' -
y 1. Catch`Basins: L=4''
6 EA
$ 3;000:00/E,A
'$-,'l 8 0 0 0'; 09
2 'EA
5, 000:00/.EA
10; 000.00- '.
2.-.•_. 18" .RCP/PVC "
744,`LF
' -
30.00/LF.'
22,320:00' }
-", 3.' ry15'" -RCP-
G 324 :LF
26..00/LF.:
n
8,42'4-00i-_-
,42400i -4.
4.- 24" PVC
'177 LF
38.00/LF
61726'.00
5 . Dr, ell
14 EA
1', 024: 00/EA �
� 4`; 096.00
,
TOTAL'
$ 69, 566.00
' J
TOTAL^.�x$249,
005:00 Y .~
w
10% CONTINGENCY
,24;900.00
$273,905'.001,
J• ,
eta
fl
j.
" r
S'^s
r
i �• �
.. _
`
„+ ^I
n
• r
FEE: 3% of
$150;"000 =
$ 4;500-00
*2% of
$123-905 _
,2,478.'00 • '
,.
f
y
TOTAL'. FEE
r _
$ 6,97§.00
254.9.9-3E. CHT
'.
}