2714OTE
P � Wi prope validation ; r� Q
this form constitutes an..• 4' �,O
enc'roactiment permit CITY OF'fLA 'QUINTA. y
>.
'u �, -- �• APPLICATION r FOR, PERMIT
ti
PUBLIC WORKS CONSTRUCTION -(ENCROACHMENT)
0
F'9�,5
•; .For the,construction'of public or private curbs;, driveways, ,pavements, sidewalks,'park.ing•lots,•sewers,,water mains '
and;ottier like public works improvements in connection witli MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS-
Subdivision Improvement Permit =`Class' II I`
�.DATE. ` � r-�' � Lr� �` r ., Minor Improvement Permit Class IV '
„ �`.. .
'LOCATION OF CONSTRUCTION :51-•296 54116 AttOna 1t 6
(Street address or Description of Location) +M
r litatail. rtn& bitutaln' a91 "
•'PURPOSE:OF CONSTRUCTION .: Sketch (attach construction plans if appropriate)
chis' 'itid11 0") dotWgtic =tar vervice 11n6
DESCRIPTION OFCONSTRUCTIONCat et)r66t at jrat8t-jtdW 00 attatW Condition,.
and :bofm a Grob to'beixirtd dirb. attaa6d plate.,
-'DIMENSIONIOF.INSTALLATION'OR,R+EMOVAL *Von t 4DPO T4ftea ACI OSS Ca,
A0 CAPPIMe OVWAT M. CITY
SIZE OF EXCAVATION IF.NEED 'b A' 14V Al �� UI_ TO�
x 4" t ,
°�• ''APPROXIMATE TiMEy,WHEN WORK WILL BEGIN" x%Iwo%S✓t3 '
tAPPROXIMATE TIME;OF COMPLETION_ I '
ESTIMATED CONSTRUCTION; COST $ tines
(Including removaloflall`olzi 'I `3"" and deb ris,'backfilling, com
�paction and placing permanent resurfacingnd/or replacing improvements)
In of: the granting.ofithisFpermrt, the: applicant hereby agrees to: „
ti Indemnify, defend and save the City,'•its authorized agents; office_rs,,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'propeety
4� happening or.occurring.as•a proximate result of any work -undertaken under the•permit granted pursuant to this application.- I' '
Notify'the Administrativi,Authority at least twenty-four (24) hours in advance of the time when work will be started.
' Comply with' all applicable,City•Or`dinances, the terms and conditions of the permit`and all applicable rules and regulations of the City of
La :Quinta-and.to;tpay'for'any additional replacement necessary -as the result of this work. t
- Signature of Applicant'or Agent""
C04j: ,$jjar,Vaal ''Vat,4r' Diattiet. P.O. Do% 16$$. `CoaChej14 -CA 92236 (760) 398401%
Name of.Applicant,(please print) •Business Address Telephone No.
era-Icnn.:�Jri�c
Name of Contractor and Job Foreman Business•Address - `Telephone No.'
Contractor's License No. " 'City Business License No: -
` Applicant's lnsuraance Company 'Policy Number
FEES- • Subdivision, Inprovement Permit - Class III , f
Public improvements: 3%of,estirnated construction costs'
Private improvements: 3% of estimated construction costs .
Minor Improvement Permit — Class IV:'See attached schedule i'' .
Inspection:Fee z $ PERMIT VALIDATION
Permit Fee
Penalty "
Cash Deposit -Su rety,Bond
if required
TOTAL
Receipt No.
Received by Date
Recorded by
ti
K
PERMIT NO. 2114 '
DATE APPROVED 2/12/98
3.
EXPIRATION DATE 2/12/99
DATE ISSUED t ii
By
Administrative Authority
Telephone: (619) 777-7075
a. , . '• - aye _ ' . • . .. ' I - , •� ~4
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
X r The following shall always apply: t
t y, ENROACHMEN•T ON PRIVATE PROPERTY: Thisermi
pt authorizes work to be accomplished within City of La Quinta right ofill
,
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. Suchauthorization must be secured by the permittee prior to starting work.
4 + •t: • f • . - r�
TRACKLAYING CONSTRUCTION EQUIPMENT:YCleated tracklaying construction equipment shall not be permitted to operate on
anypaved surface unless fitted with smooth-faced'street pads. All mechanical outriggers shall he fitted with rubber street shoes to .
protect the paving during excavations. Rubber -tired equipment only shalll be used in backfill operations in paved areas. If the existing , '
tory t pavement is scarred, spalled, or.broken during the Term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width.' Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal cost as specified above. •a ,•_ . ' '
PROTECTION -OF TRAFFIC: All excavations and work areas shall be. properly lighted and barricaded as deemed necessary by the ,
City Engineer or La Quinta 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,
v•r� • st. concrete structures encountered duffing excavation which necessitate removal shall be replaced in kind.' In the event it becomes
M t 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 ,
n of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
} f , '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 f ' M
DE -WATER OPERATIONS If, de-wateringoperations are required and pumps are forcing water of City of, La Quinta roads, it shall
.'- ba the responsibility of the permittee (contractor) to control this water and to provide off-street barricadeswheu necessary.
A.
CLOSING STREETS:f 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 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. t
, is � 1 " ,'.. - M' , � . +-; y, ,� r •r•�, • � . ..
A' , , ', f , SPECIAL PROVISIONS' '
L +
The following shall apply when indicated.
R1 . NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance,of &farting construction i
R2 [TTILITY,CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
' authoriied 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.
" ,, ...
rR3_ ,iTIII.ITYCLEARANCE:; . (Surface Structures)No work shall be done under this -permit until all utilities are clear of the
i proposed. work site. The permittee shall notify ail 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 t inches of class _ aggregate subbase course having an "R
value of. not less than - and in coaformance with Ci ofLia
e° ; - ' ty, Quinta Road Improvement Standards and .
Specifications, Ordinance_g461. t
� n
a r` R5 PARKWAY, GRADING: Area between the property line and to of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1')
• +T _ �:
R6 1. GRADE CHECMG: City of La Quinta shall check grades upon. receipt of plan and profile and/orAgrades as established by
a hceased eagineea` '•,-
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 ind gutter shall be 'saw cut prior to removal. Depressedcurb, matching concrete gutter and -
+ . concrete driveway approach shall be constructed in conformance with City of La Quinta Standard 1/207.
`' ' • j ti r iR8 ; DRIVEWAYS: A.C.-driveivays 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 classaggregate base. ' .
Driveway construction shall conform to'atiached'drawing. r `. ;a
`'' SIGHT CLEARANCE:`' Sight clearance of 60bfeetin all directions shall be'assured and maintained at all times. '
4 l . RIO SOIL STERELMMI : The'area to be surfaced shall be treated with soil sterilizer. Rate of application shall. conamply with the.
' " tyTrmanufacturer's'specific`atiois. r - r
RII 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.
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 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 PAVEMENT 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
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 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 BACKFILL 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 islthe gieater 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 PAVIIKEN T 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 RESTREPING: 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 io
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 tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
Z.
SPECIAL CONDITIONS --PERMIT NO. .2714 ,
r• In. addition to the standard permit conditions; the following shall. apply:, -
• ,r x ,
1' Pursuant to Section 14.16:320 of the La Quima Municipal Code (Ordinance 10,§ 1 (part), 1982),'411
'-work-shall be_pe`rformed 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.. ;, t t.
2. CV.WD,.hereinafter referred,,to,as "Permittee", `shall be. responsible for providing continuous dust
and`eroson control.,
.3 Streets shall be kept clean. They shall be completely cleaned at the`end of each working day. and
r.
more frequently if required. -, < ,
4; Pursuant to Section 6.08. 050 of the La Quirita-Municipal Code (Ordinance 18 § 1, 1982) throughout %
the -work site the. Permittee shall-com ,l' with, Ci regulated. woik hours. 'Operation and .
P Y City ? OP }.
maintenance of equipment withiri..one-half mile of human occupancy shall be, performed only ing
the following time periods: r ' +
'October 1st to�April 30: Monday -Friday' .7:00 a.m. to 5:30 p.m.
- .. Saturday .,,8:00 a.m. to 5:00 p.m.
F.
May '1 st to September 30': Monday -Friday .6-.00 Alm to 7:00 p.m:
" Saturday 800'a.m. to 5:00 p.m:
' Work.shall, be prohibited on legal holidays and Sundays: `+
5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m`
3,p.m. Traffic control shall -be set up after 9 am. and removed before.3 p.m: The Permittee shall '
contact t1.he,Riverside Country. Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is`to be altered in,any way.
..
r 6.. Pursuant, to Section' 14.16.110 of the La Quinta Municipal Code (Ordinance. 10 § 1 (part);' 1982),
:Permittee shall assume responsibility for. repair of any pavement `damage to any public or private.'
street and for any,damage to other City streets or. facilities as a result of work performed under this a
r y permit. ", 1}.•_ ;
i .7: -Pursuant to Section 14.16.250 of the L•a`Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),'
advance warning signs and traffic control 'shall be -installed and maintained in accordance with Cal ,
Trans.Standards onthe Work Area Traffic Control Handbook (WATCH Manual): 'A traffic control' '
.r. plan, if required, 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
r responsibility toappropriately detour and barricade all construction sites.
Special Conditions -'Permit No. 2714 'tr, 1 r , Page 1 0f�[j
' SPECIAL CONDITIONSTMI
-PERT, NO. 2714 y '� ' `'
;. • f ,r --- CV�WD --- , f
- 8., ' Pursuant to'Seciion 14.16.290 of the La Quinta Municipal Code (Ordinance 10. §;1 (part), .1982), . r '41
street closures shall not be' permitted.4 A minimum of one travel'• lane •.of paved surface t shall' be'
'maintained with flagmen at all times.
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 Cityfacilities,'including but not limited to traffic'signal conduits and loops,
' irrigation lines;.electrical'conduits, and storm drain facilities. .
10. •' Should additional'work, materials, or modifications of the work be required in order to meet City
standaids, safety requirements, signage' requirements, or to fit actual field conditions,. the work, shall •�
t be performed by the'Permittee as directed by and to the'satisfaction' of the City Engineer` at no cost r=
s to the City of La Quinia:
• _ s. :t. •. .fir.. ,"• ., t • ' •
1 h. ', Pursuant to Section 14'16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part);,1982),
backfill .compaction within street rights-of-way shall conform` with Section .306-1.3 of the latest
y edition of the Standard Specifications For Public Works Coristruction (SSPWC); except as otherwise
specified herein. ' _ .. '
Native material may be used as backfillmaterial provided thatYminimum comp action,, achieved in
the,manner prescribed herein;'is achieved!'-Backfill shall,be performed by mechanical-means; no-
water densified compaction 'via jetting or flooding or other means shall'be allowed. 'It shall be the
�.
• Perniiiiee' ' responsibility to provide .appropriate*geotechnical supervision; testing, and inspection, ,
onsite, at all times during backfill operations. �r g <'
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 direcied by the Geotechnical Inspector and/or the Y"
' { City Inspector and the resulting'excavation backfilled with pipe bedding'material.
' • •B. Backfill materials shill be brought to or maintained ai an`appropriate; moisture content for-
compaction.
or-
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*.tested at random depths at'approximate three-foot vertical intervals as
backfill is placed to''ensure the effectiveness of L theL compaction methods and to establish the
• depth of lift that can'be compacted.' '
D. If liftsgreater 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
Special Conditions - Permit No. 2714 • Page 2 ofj� i
' 'r. ;! • r , 'r ,� .� . • ' Vit' l .. •. .` .
SPECIAL C.ONDITI'ONS--MI
-PERT NO. 2114' i
'-,completion of this portion of trench,` the' City; Inspector shall establish the maximum -lift" z '
„ W
thickness to be compacted for the remainder of the project.
. * i . ,, ,rf r «. C .fir .F••CT"•
F. In subsequent -lengths of trench, the frequency of compaction tests shall equal one per each, ift '' = `•
" of backfill,.pei 300 linear feet of open trench, at randomly selected locations within the open
lengthof trench.
• G. The depthrof the randomly selected compaction tests`shall also be randomly, selected except ' '
' that where multiplertests are required in a givenrlength of trench, the tests shall• be no'closer .
than three'feet (vertically) from each otlier:
''H. If any compaction test fails, previously.placed,backfll,(in the same length of opentrench 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.,,,
. ' 1 I. All costs incurred due to the conditions above shall be borrie by the Perm_ ittee. •Copies of all. ,
test results shall be famished to the, City P Ins ector.
12. 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 backflled'in the same day. 'Excavated,trenches shall not be allowed`open
?"Y i overnight, however, Permittee may leave a length of excavated trench,, not to exceed'twenty (20) feet
in length; open •overniglifat a point where constructionwill begin the next day,'provided,that this
length of trench' is completely covered'by steel plating.
13., -All landscaping, +irrigation, decorative rock, decorative:'concrete,`lightirig;retc.,`shall be replaced to `
'
its original condition. ♦ ' "
x, K. °Access, and egress to all4ocal properties,shall.be niaintained'at all times.
15.- 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. ` .
Y
B. Permanent pavement'replacement structural. section, within all •trenches, shall be .l . thicker j
r . than existing 'of asphalt concrete over th& same existing.thickness of crushedaggregate base
-," or crushed miscellaneous base, meeting therrequirements of,Sections 200-2:2 and 200-2.4 of
• « ' , the Standard Specifications for Public ,Works Construction. 'The replaced pavement and base.'
. x Special Conditions - Permit No. 2714 r ' ` �. ' . + Page 3 of `'
Y ^ 1 4 •..,' of ' - . ♦. s
.w• � :i:(:i. • ,. i `•K a,a r r •' IJ,`r . 45 k• ''J ) '- r` ' *! ,
SPECIAL CONDITIONS-- PERMIT NO. 27-14
CVWD
` - material shall be compacted to 95% relative compaction and respectively'tested, for each 300 •, '
" -linear feet~of trench. Verify exact?structural:repl acement section thicknesses with the City �'' " .
-.fi• i s - f . y. .i - - - ,
'7V prior"to installation.
Y C Permanent pavement replacement shall lie installed using a City approved 3/4'.' max medium',
.> asphalt concrete. as'the base course-liffand a City'approved''/2" max medium finisli course lift
` for capping. Asphalt concrete'mix design shall be- approved by the;City prior to its placement.
~ • D. Foi transverse trenches across improved streets, the existing pavement suface,'three (3) feet
,.
'r ` •. , orieither side of the excavated trench,`shall be `cold -'-milled- to a depth of 0.10 ; with a "butt"
, joint created'along each edge of the cold -milled area; acid anew 0.10' lift of/z" max medium,
' asphalt concrete pavement overlay'applied'throughoui the' cold -milled area:' ;''
't f, .K` C
t ,E: For longitudinal tr6nches within improved streets; the existing pavement surface;,througfi the • '.
lane width.(within lane line striping),♦shall be`cold-milled to a depthof 0.10'; with a "buff"_ a
• • n joint created along each'edge of the cold=milled•area, and'a new -0.10' lift of%2;;, Max medium,
asphalt concrete pavement overlay appliedthroughout the cold -milled area.
r c,`• .., '._.. '. r i • Y .. .,'� - P rte,• ','`' a.y^ .' ✓ •• i . i .,4 y``` !�.
F If „grinding and capping operations are not' performed in the sairi_e' day : asrybase paving
' �` • = operations, the base,course. lift of 3/4" max medium asphalt concrete shall be',installed from . r
- 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 lanest iping affected -b'y' 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..' • F' T
r 16:= Permittee shall notify the,City of LA.Quinta'Public Works Department a minnnum'of 48 hours prior 7
` , to commencement of any construction at (760) 77,7-7075.. rs c
IT', -Permittee shall stabilize any, soil that ,was disturbed (shoulder areas, etc:) as ;a result ' of work•3 '
' performed under this' permit with an approved dust control treatment. '
+ s
18.:: Pursuant to Chapter,12.56 of the La Quinta Municipal'Code (Ordinance' 10; § 1 f (part),'1982) the City
' ra� has desigriated certain city. streets as Truck Routes: The: weight limit for re'stiicted streets (i.e.; streets
,, - z
v , 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 pernut specifically
grantspermission to use the street to deliver street'constr'uction materials and/or equipment...
r `
o
19: The City f La,Quinta reserves t& right to revoke, suspend or void this permit at any time.
4 A
` - _ ' . �, ' � - •i i t + 1 .. -, , .. .5 e .fir
;Special Conditions - Permit No. 2714' '' t { - " ,Page 4
SPECIAL CONDITIONS --PERMIT NO. 2714
--- CVWD ---
20. This'permit authorized the installation of a one inch (1") domestic water service line at 51-296 Calle
Hueneme. As. the City has just completed street- construction of Calle Hueneme, :pavement
restoration shall be carefully reviewed. CVWD shall return the'finish pavement surface to the. same -
condition as existed prior to excavation. Pavement shall be flush; and construction shall meet all
requirements of the City Engineer. CVWD shall review pavement restoration requirements with the
City Inspector prior .to completing construction.. As this installation has been planned by bore
operation, the City anticipates street excavation to be'liniited.to.a four feet (4') by four feet (4')
square cut. The City will require an additional one foot'(1') sawcut adjacent to this excavation, with
asphalt concrete replacement installed one inch (I") thicker than the existing section,. flush with the
adjacent pavement surface. Should CVWD elect to open trench across Calle Hueneme, the City
shall impose additional.pavement restoration requirements as required.
1 II
Special Conditions - Permit No. 2714 r Page 5 of/ S
CITY OF LA QUINTA
FEB 11 we
NOTE: 'PUBLIC WORKS
With proper validation
this form constitutes an $ CITY OF LA OUINTA
encroachment permit -
P F
AP LIGATION OR •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
-
Subdivision Improvement Permit — Class' II I
DATE; o _ Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION �� ^ y �' C.,4 L, L e_ 1,�y e,r/ e-1-7 c—
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION I N=ALL AND /YIAINTA7A/ A Sketch (attach construction plans if appropriate)
DNE INCU°CI"J . _bDMf_57_/C_ WLATEWL =aVECF L11VD A� �
ESCRIPTION OF CONSTRUCTI.ON v w�K �� $•
aj01
�jGQi
O�K�C_
IM SIGN OF INSTALLATION OR REMOVAL S/
r: 4y
SIZE OF EXCAVATION,"IF NEEDED N C
APPROXIMATE TIME WHEN WORK WILL BEGIN , i3—y� �' b� ''�
APPROXIMATE TIME OF COMPLETION NINL7Y t 901 DAYS 3
ESTIMATED CONSTRUCTION COST 5 11x0.00
(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 Clty,'its'authorized agents, officers, representatives and employees, harmless from and. against any and a,
penalties, liabilities or loss resulting from claims or court action and arising out of, any accident, loss or damage to persons or propenN
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 -tour (241 hours in advance of the time when work will be started.
Comply. with all applicable City. Ordinances, the terms and.conditions of the permit acid all applicable rules and regulations of the City al.
La Quinta ano to pay for any additional replacement .necessary as the result of this work.
• Signature of Applicant or Agent-
�, COACHELLA VALLEY .WATER DISTRICT.. P. 0. Box.1058 COACHELLA, CA. 92236 398-2651
-Name of Applicant (please print) Business Address Telephone No.
LrI
—
Name of Contractor and'Job Foreman Business Address Telephone No. .
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
831
' "• �._ 1 r .�- . -x i ._ hr. .� �' • x4 'fix .' � #ts• `'-hts�lf�-"�3�!.• i:1.�C%
- r :s ti `��,. ys, S!'�i {. ,e . o ' . t � w ;H• � .�- t. v4Y r .r ;. *' - '` ,C,;,� w r a '� n ,� `�.h2aris{tv"� nxkS�4i'� : u �'•. `"-.� , r�4�s+.�' b ��''���^s +.,. rr..
Y ,� �y x ' } f A , y£ �• s 4xyai t tem }' x tzl!
tl yY y 4 a . , s tf ¢1 h • K Sj`T .fe .1
,!i'a1. v ', `.� "•�:`^::" !f
x i<. .low i.x i!t :.,. .• !% >t,. ", : t Y • 1 4 5 !Y ♦ iY ♦ ^> * .+
r.n S ; ..y k��` rr l_g �' 'is!•.4+,•• >
*a a Yf ', s3+ :. t rx `-.s:•� 1� `Atafq
. • � !, j-. . ! � • ,h .' L 'i.a L 11.`r �t ��iy'1��� �14 'x rs�'4h , yix S1't'�fr+ 2.,� i.<�y�.`jA"v"�`�i �'^
S �,� 1.�:'. ..- :a •. .. _ f } y � t Ai .{�•r?'°"�w f '� 4�4�%r��•r�Y +-:
! ��! ,£rjl���'.QS,3F� it y.e :-�' !- !a< 8.`` !w a. �•te,.�,R-:, *,5 .,�'
CVW35 .i 00003,.'USAS 02/05/98 08 _58.08 00?8004 GRID
Ticket +: Q�0�80�'�4 Date: •02/05/98 Time. 08e 16 Open: •xKRI Chan MARE
St at e :'`CA Couirlt y : RIVERSIDE - ,• ,F' lace : ' LA CU
t , r' f F %Fr �4 r e - ri' '�'� t •��°`aY'
Locat
Address : 51 —i:,96 CALLE HUENEME
X; ST AVD LA FONDA : ♦ ++w'�
084'3G071 ire,
ated '.Y
' Work rIlVSTALL NEW 'WTR SERV
.y 2Q!iPY 1 C,1 3't'yw:
Work date: '02/09/98 Time: 08:30 Hrs nate. 0�r8 Work' h.rs;;,
Instruct MARK E�`{ Permit NOT .REG
CVW85-COACHELLA VALLEY -WTR
Dane f car .
• . Ca 1�`- -1 er : HCiVRY--yTDR-SES �" � •
Company: CVW85-COACHELLA VLY W117 „.
_``t`: ,
Address: �' 0 E�OX 1058
zip -..92236
City &St : 'CDACHELLA HEIGHTS, CA.. { '
Phone: -760-398' 2,61 Ext . � Call back: 8--43,0
• Fcrrrnr,; TONY PEREZ - .�, ,.. 4• . '.�.;..:. -. ,
Mbrs' CVW85 GTE10 IID02 LAQ01 SCG10G SCG41 UGTE10 UF'CV�h1 UTI40 _
Y;.. .
!'••. St .Yw �+ ,r - x ' - 11 ' ` -' `•. fFy '+a,•.'r :e~' (F;.tlty --r. ti 4..'• ♦'•' w`r• fa :t, if.a i t ti Jo• ''
q , ..,, .,, .. a •4 1" y . '.sem r 9 i l,.E ! �r eh.. 7 t. i � s b t,''
a ! .. H • S 2 p.•,. k. -+! .t t N • it t .i.. F -`'Y•i �•
J- k , .n r . 4.a •t� ,�' •`,.yb�,�•T t'n ' , Y'. i A -1 s -s. Sri` i. �t�
'3 • - , w r " K :v*. • {•.!. T +'P S'ly''�( h a 4 w �,•y J 7J 7 i.
r,
.2E
'
W
of
of
alb
W
W
0
of
al' al
3Nt�b31N33
rra y .[
N
'
+ Nt)iIVQNnQ1
Sttry
•^. O�m
9\' O r
°o j •
E
a3SOdOtld
o
c
N
6
OI
t
2
1
99
L9
ci
�
6L
8
.til
pl.
ti
r2
E2
22
mlv
VW.IIMI
6
371V0
—�
91 st
--T
Et�
"I
"I
"I,
�I
"I•
sl
3v
.•
ILI
SI �t•
•i$
e
•I�
o
6
OI
r
t
n
Q
r2
n
n
of of
of of of
ol„of
8t
Lt
91
afl'1=
rt
O
t 2
E r C
9
L 8
6
V,
Ol
h
ti
In
2t
O •
1pcE2 22 t2 02
6
8t Lt
91
Ct
rt
Et
Z ;
WO In
oIN el
oI oI';
ol'�
eiI til
�l
�I
21l
�I u
ISO. N
n
OM
n n
h
Y+
gIN
a
3��v0
vewnavr
m
J
N
olm
'
W
of
of
alb
W
W
0
of
al' al
al
rra y .[
N
'
+ Nt)iIVQNnQ1
Sttry
•^. O�m
9\' O r
°o j •
E
a3SOdOtld
o
c
N
6
OI
t
2
1
99
L9
BL
6L
8
.til
pl.
ti
r2
E2
22
mlv
NI
6
81
—�
91 st
--T
Et�
"I
"I
"I,
olm
slm
al
of
of
alb
al
of
al' al
al
al
of
i
2
E
r
y�
c
N
6
OI
t
2
E'
r
s
1202
L
8
6 9t
tt
2t
r2
E2
22
t2
02
6
81
LI
91 st
rt
Et�
"I
"I
"I,
�I
"I•
sl
"I
�I9
ILI
SI �t•
•i$
e
•I�
o
6
OI
r
t
n
Q
r2
n
n
n
n
of
el
el
el
el
I
of
!I
of
of
"sl
of
of
i
2
E
r
C
c
8
6
OI
11
2t
r2
E2
1 0�10�1 3�1t10
1202
6
881
Lt
o
h'
W
i
V
P
gl-
I
2-1
�i
gl
�I
c )
olr
Z
t
2
E
r
s
L
1?i
8
6
OI
I1
t
Q
r2
E2
22
t2t
102
61
8t
Lt
91
st
rt
Et
1
m
aIN
A
N
al
al �
�
€
�
P
��I
aj
sl
w
OI
OI
OI
sl
sl
of
L
I
3w3N3nH
of
el
el
el
el
I
of
!I
of
of
"sl
of
of
i
2
E
r
C
c
8
6
OI
11
2t
r2
E2
22
1202
6
881
Lt
91
ft
$11
Et
V,
n
n
In
n
0
z
'a13..iE
G
tiwv bn0
1
2
E
r
L
1
2
E
r s
L
t
N
ISO. N
n
SIN
W
j
Q
NI
W
gIN
m
D
m
J
N
�.z
.. ..
(V
CENTERLINE
F -3r
IN
66
STREET
k
1
u
w
u
u
w
IS.
101
R.
1
13
1=
i=
1�
W 1s
oa
I5
PIS
NIi.
0
$I�
ole
`I:
0�
�IN
13
14
15
16 17 18
9
017,
13
14
13
L�4
17
18
9
20
21
22
23
24
12
•II
10
9
6
7
3
4
3
2
1
UIR
alb
N.�
,I�
b Cd
IU
Ii
Iu
IN
I..
e
I6
I�
Im
Iv
IP
Iu
Iw
CENTERLINE
F -3r
IN
66
STREET
k
1
I:
Is
IP
Im I Is
I�
i�
NIi.
0
$I�
ole
`I:
0�
�IN
13
14
15
16 17 18
9
20
21'
22
23
L�4
12
11
10
9 6 7
6
7
4
3
2
1_
A
!A
I� I0 Im
IP
Iw
I.
IW
Ift
UIR
alb
N.�
,I�
b Cd
w
CENTERLINE
F -3r
IN
66
STREET
k
1
Aj
C
a)►m
ro
S
4 3
IP IN
I
2
I•
i
m78
1
D
♦IW
m
S 4
N_
IN WI
3
U
NIO
NI♦
2 1
U�•
NIV �Im
f.
IO
79 78 67 66
Ie
<203411 0•D.I P.-9•
,•
`
•4
ru
•,f49
�I,
u
alp
IW
N
�N
I
0:14
N
14
15
Z11-oig+l6
20
21'
22.23
w.t. CALLE
11
9 8 7
GUA AMA
5
o
DIi
Q. oo
PROPOSED
ART$
t•'
•
22
23
24
712
'u
-
S
3,.•O D.
!N
3
-4
.ap
i �aOOJ �
COttNDATION t� -
{':. -
(I .
..
IF
IP.
ok14
IIO
im
o
Id
IO do
Ip
IN
N w
IW
•Ip
IN
U p �
�IP FIs
3'
A
..
w;
'• •i e
D
cIP
o ^jI�
Z
13
13
lb
17 18
9
20 21
22
2324mAO
12
10
9
8 7
S 4
3
2 1
DIU
.�
^
Iu
IN
I� Io
Io
Im Iv
IP
IU Ii
`
CALLE
f
HUENEME
"_ - , ,
+•
IF NIS
13
l4 IS
16
17 18
l9
20 .'21
22`
23 24
D
12
ll IO
9
8 7
3 4
3
2 1
_
;I
to I�
I�
old la
1u
1� I�
I
NIS to
D
m
(s
U)
IJ
CALLE
ILOILO
�.
..
r1
r PRIVATE LIN[
ti' ♦ A.c I h • 'fI w
• CALLE JACUMBA c� c= .
u
u
u
u
1
f.
i
•4
r1
r PRIVATE LIN[
ti' ♦ A.c I h • 'fI w
• CALLE JACUMBA c� c= .
u
u
u
u
1
f.
!
ru
•,f49
�I,
�cl�
alp
IW
W
•
�Ip
�N
I
0:14
13
14
15
Z11-oig+l6
20
21'
22.23
12
11
9 8 7
6
5
•17
18
9
20
'21
22
23
24
712
IP
9'
8
7
!N
3
-4
3
2
(I .
la•
IF
IN ♦I:
IV
IN
Ie
IWO
Im
;Iv
N
IO'
PI>
U
cIP
r1
r PRIVATE LIN[
ti' ♦ A.c I h • 'fI w
• CALLE JACUMBA c� c= .
u
u
u
u
1
f.
!
ru
•,f49
�I,
�cl�
alp
IW
W
•
�Ip
�N
I
0:14
u
u
ru
•,f49
�I,
�cl�
alp
IW
W
•
�Ip
�N
I
0:14
13
14
15
16 17 18
20
21'
22.23
12
11
9 8 7
6
5
:.4
3
2
1#
N
NO
I§ I. IF,
712
IP
h
Ip
!W
!N
UIQ
Ply
_N-
N
IO'
-
R GUATAVALACABLE
t A«A FONDA
NIDA,
STA. 10:+ 43.00 TTSTA. 16+17-00 AVENIpA LA FONDA
- =;.. • ` . _ , . SEE SHEET N0. 2 " _ SCA E:
Lu
Cl
o p o o I g.
INS TALL6 D. I."P c dr-
AIN-
.o ^,Q r .
y ;; + + + `' I .a STA. 21+57.75 LA FONDA
A'rER = u N Ln
, _ z; (. CVWD TO INSTALL 1-8 CROSS,
I , _8" VALVES, 2-8" BLIND FLANGES
- SENIOR 'CENTER ENTRANCE -
_ 0 CALLE HUE -
Z _13_ 75 AVENIDA LA
14 , + I 21+62 FONDA
1 `
,
_
11 —_
-- - % N 00'02'58"' W
- I
-------- -- --------- --- --ti- ., , -_ -.. _� .. ". I �• f`. •i __ .:_ - NDA " . _ •.
STA. 21+5775 LA FO s
-'� [ - REMOVE 2-8" BLIND 'FLANGES
s I ! !� ; 1-8 .. REDUCER
}� 4. ( y INSTALL "x6 . r -
- - o= VALVE
JI •51288
Z
_I �••- ' -I — - r•j . (n N 2 0 Y �. '�{1, J t�• �. ± Y :. S - '�•4r - 1 I I ' I " "6 . x'
•� r 'r J J (n y, h . .1 , 5. 1k i �y' .i , r I i t*. `�•{.. . y,' yak t;y::,x e. i; ,-a,..
s F _ �AVEN DA-LFON
NCALLE;HUENE ESEE SHEE
.NIDA' .LA-.,FOp
STA. 10+.43.00= '-T0' STA. 16+Y•1:700 ...�; .. -AEE�T
. _ f r•. -�'. -• ik ; :. '.s.'.s .ySE
� i, a !,:r • i' .. IIs. � _ f ,:.r;-'�fyt,4.
t , y 4. , , k ] . - V '•` A . V is < i 1 " r �, "t
• s � ' `�' ' S _ • , ; rr., 1 - ! } ' T' • S.r. _.'tri {;>
J . 51405
L.L
+ i•
•'r
•I.
I
�
..
I
,
�y
' 3;
- �.
!'hl �. _ .� ♦•.
. t v
Q
_
.. ^I,�i
.�_-.
s ,
f
- �- y
e
24
2-1
22
51296 <
51270
I
I�
51320
51310
I;
I
_ No
4
-
R GUATAVALACABLE
t A«A FONDA
NIDA,
STA. 10:+ 43.00 TTSTA. 16+17-00 AVENIpA LA FONDA
- =;.. • ` . _ , . SEE SHEET N0. 2 " _ SCA E:
Lu
Cl
o p o o I g.
INS TALL6 D. I."P c dr-
AIN-
.o ^,Q r .
y ;; + + + `' I .a STA. 21+57.75 LA FONDA
A'rER = u N Ln
, _ z; (. CVWD TO INSTALL 1-8 CROSS,
I , _8" VALVES, 2-8" BLIND FLANGES
- SENIOR 'CENTER ENTRANCE -
_ 0 CALLE HUE -
Z _13_ 75 AVENIDA LA
14 , + I 21+62 FONDA
1 `
,
_
11 —_
-- - % N 00'02'58"' W
- I
-------- -- --------- --- --ti- ., , -_ -.. _� .. ". I �• f`. •i __ .:_ - NDA " . _ •.
STA. 21+5775 LA FO s
-'� [ - REMOVE 2-8" BLIND 'FLANGES
s I ! !� ; 1-8 .. REDUCER
}� 4. ( y INSTALL "x6 . r -
- - o= VALVE
JI •51288
Z
_I �••- ' -I — - r•j . (n N 2 0 Y �. '�{1, J t�• �. ± Y :. S - '�•4r - 1 I I ' I " "6 . x'
•� r 'r J J (n y, h . .1 , 5. 1k i �y' .i , r I i t*. `�•{.. . y,' yak t;y::,x e. i; ,-a,..
s F _ �AVEN DA-LFON
NCALLE;HUENE ESEE SHEE
.NIDA' .LA-.,FOp
STA. 10+.43.00= '-T0' STA. 16+Y•1:700 ...�; .. -AEE�T
. _ f r•. -�'. -• ik ; :. '.s.'.s .ySE
� i, a !,:r • i' .. IIs. � _ f ,:.r;-'�fyt,4.
t , y 4. , , k ] . - V '•` A . V is < i 1 " r �, "t
• s � ' `�' ' S _ • , ; rr., 1 - ! } ' T' • S.r. _.'tri {;>
J . 51405