1012` ' F,�"' \"'�+� • �E r'\t'�' j� j'1; �`"""'^M' «'��--•..�.� _`fi,^i'f•�1��.".y�^'^�i.�'f\^�.•r' � N' � _ y '�'w�'�`�.*�?+�a�3tr'•;' ��.�r...-``" i�.l�k'+,
NOTE: r, r
With proper validation
,this form constitutes an
encroachment permit
CITY OF 'L4 QUINTA
t
APPLICATION FOR PERMIT
'PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots,Aewers, water' mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
• Subdivision Improvement Permit —' Class III
DATE- February '14, 1991 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Washinciton Street and Via Seville.
(Street address o'r Description of Location)
y.
PURPOSE.OF CONSTRUCTIONtO lay temporary 1Q"' pipe Sketch (attach -construction plans if appropriate) .
lime.on top of.the group to pump.well 5710 CVWD r
-DESCRIPTION OF CONSTRUCTION to lav 10" temporarw pipe
line'2671'on Washinaton approxi 2801, temporary
10" line north across via sevilla at'via del dol r. '
j"
'DIMENSION OF INSTALLATION OR REMOVAL
tempmaary
SIZE OF EXCAVATION, IF NEEDED _n/a n �'
APPROXIMATE TIME WHEN 'WORK WILL BEGIN 2/14/91
0 5!8 1� q� 4
APPROXIMATE TIME OF., COMPLETION 3/(5/91 r � ? ���� � ��T^? 11 ' 200', 06
-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 againstany 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 o the time when work will be'started.
Comply with. all applicable City Ordinances, the terms and conditions of the p rmit and all appliCable� ul,es and regulaLio •of the City of
La Quinta and to pay for any additional replacement necessary as the result ifithis{{work' .
Signature of ApplicanOZQ Agent
Robert Lee Stone 11060 Calabash Fontana•, CA :714-323-377,9-
Name
714-323-377.9 Name of Applicant (please print) Business Address Telephone No..
~'West Coast Drilling Co. 11060.Calabash Fontana, CA 714•-357-3511
Name of Contractor and Job Foreman Business Address - Telephone No.
X57-600680 1834
Contractor's License No. City Business License NO.
Xin`sley and Kernerson 818-x810-5021 -Dol 135331°
Applicant's.lnsurance Company Policy Number
FEES: • oSubdivision Improvement Permit — Class I I I t
Public improvements: 3% of estimated construction costsy
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 200.00 PERMIT VALIDATION
Permit FeePERMIT NO.. 1012
Penalty
Cash Deposit Surety Bond DATE APPROVED 2/14/91
if required EXPIRATION DATE 3/31/91
TOTAL: $ 200.00 `' DATE IS U � 2/14/91
Receipt No.
By
Received by Date f Administrative Authority
i Recorded by TELEPHONE: (619) 564-2246
NOTE:
With proper validation
this form constitutes an
encroachment permit
s /' 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
Subdivision Improvement Permit — Class I I
DATE: February 14 1991 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Washington Street and Via Seville
(Street address or Description of Location)
PURPOSE OF CONS RUCTIONto lay temporary 10" pipe Sketch (attach construction plans if appropriate)
line on top or the group to pump well 5710 CVWD
DESCRIPTION OF CONSTRUCTIONto lay 10" temporary pipe
line 267' on Washington approx. 2801, temporary
10" line north across via sevilla at via del dol
DIMENSION OF INSTALLATION OR REMOVAL
V tempenary
SIZE OF EXCAVATION, IF NEEDED n/a
APPROXIMATE TIME WHEN WORK WILL BEGIN 2/14/91
APPROXIMATE TIME OF COMPLETION 3/15/91
" 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:
fOOQ5i86SH 31Tt1TA�-i4-�� 204.004
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 -the time when word will be started.
Comply with all applicable City Ordinances, the terms and conditions of the p (/mit"and all appr
licable ules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result his work.
Signature of Applicant p`f Agent
Robert -Lee -Stone 110.60 Calabash Fontana, CA 1---714-323-3779
Name of Applicant (please print) Business Address Telephone No.
West Coast grilling Co. 11060 Calabash Fontana, CA 714-357-3511
Name of Contractor and Job Foreman Business Address Telephone No.
C57-600680 1834
Contractor's License No. City Business License No.
Kinsley and Kernerson 818-810-5021 Dol 135331
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class II I
' .. Public improvements: 3% of estimated construction costs 1012
� O 2
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 200.00
Permit Fee
Penalty
Cash Deposit -Surety Bond'
if required
200.00
TOTAL
Receipt No.
Received by _
Recorded by
Date
PERMIT VALIDATION
PERMIT NO. 1012
DATE APPROVED 2/14/91
EXPIRATION DATE 3/31/91
DATE ISSU, 2/14/91
By—
Administrative Authority
TELEPHONE: (619) 564-2246
� + � _. •A .., t ' moi• ` •
x r The following General and Special Provisions are attached to and made a part of Permit No.
•mak °„*•' s }?'v. v r,r ,.A • +r' .` GENERAL PROVISIONS •.f' y �- _.;
^ . The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of way
f " + *,ONLY. Whenever construction extends'within,private property, it shall be the responsibility of the permittee (or his contractcrs)to
secure permission from abutting property owners. Such authorization must bi %ectired by the permittee prior to starting work. .
4TRACKLAYING CONSTRUCTION EQUIPMENT: leated tracklaying construction equipment shall not be permitted to operate on any
f, c ~''�° �paved surface unless fitted with smootti-faced street padsr All mechanical outriggers shall be fitted with rubber street shoes to protect
.the pavirig•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 Quinta shall request
that these portions of road be resurfaced aver their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. +'
i , • ' surfacing plus appropriate seal coat as specified above.t,
•' PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City rS
' Engineer of La Quinta City Public Works Inspectors. Suitable detours and detour signs sha 11 be placed and maintained for the duration
sof the project. The City shall be notified 24 Hrs. in advance of any traffic detours or delineations,
•
X. CARE OF DRAINAGESTRUCTURES:•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 Quinta shall be notified prior to commencement of this work.t
•r i 'Drainage structures and'open drains.shall be kept free of debris atalltunes for proper drainage.
�+ 'RIGHT OF -WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of
' �'•, a. %way. All paved s6rfacesshall be brooilned clean Of earth and other objectionable r6a terie Is i mmediately after backfi Ila nd compaction.
r , Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
n ' 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.M' `: ,4t. +
r DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing wateron 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.
# v ,
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 by the perm itteethat he must close a street for ,
any length of tinie,-permittee shall contact this office to obtain the necessary permission.
• SPECIAL PROVISIONS • r
" r The follwing shall apply ONLY when indicated: ,"r• • ,
R1 OTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of starting construction. `
f �; • CASH DEPOSITS OR BONDS: A cash bond o'r an approved surety bond in an amountof not less than $
shall be furnished in'the name of City of La Quinta to coverall work involved in the restoration of the various La Quinta
roads and survey monuments'.This bond shall be continuous until cancelled by the City Engineer. This bond must be'
t posted prior to commencement of any work on this project .
R3 UTILITY CLEARANCE:(Substructures) Prior to mak inganyexcavatioriwithintheCityofLaQuintarightofwayauthorized'
by permit; the permittee shall contact all concerned utility companies .'
relative to the location of existing substructures
r' • + ` Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility .t
of the permittee. !" "s t ,
R4 .. UTILITY CLEARANCE: (Surface structures) No work shall be done under this permit until all utilities are clear of,the a.
„ • proposed 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 .
A.: `• having an "R"value of not less than and in conformance with City of La Quinta Road Improvement Standards''
'i -and, Specifications, Ordinance #461_ _ • r `
R6 .PARKWAY GRADING: Area between the property line and top of the proposed concrete curb s_ hall be graded to a slope of
x y ' 1/4 inch to one foot (1').
yR7 GRADES & STAKES:.City of La Quinta shall' establish grades and stakes for the proposed concrete curb and gutter
_ ... construction
R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and pFofileand/or grades as established by
y a licensed engineer.- ��,, j, s s ^'
;+ 1 R9 CURB REMOVAL FOR DRIVEWAYS:`A portion of the existing concrete curb and/or curb and gutter ( feet shall tie "
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 ciinstructed in conformance with City of La Quinta Standard #207.
" R10 DRIVEWAYS, A.C.: Driveways shall'beconstructed as not to alter existing drainage pattern. Surfacing between the T '
a '•4, ' ' property line and tWexistingroad paving shall be -2-1/2 inches of A.C. paving placed ori( ") of class ''- ,,' -�•
` �. z ; •� aggregate base. Driveway construction shall conform to attached drawing. a ''
R11 CULVERTS: A ' inch diameter(' )culvert shall be installed with the invert approximately 1-1 /2.
c� inches below and in line with the existing flow. Iine.'Culvert installation shall conform to the attached drawing. "
R 22, SIGHT_ CLEARANCE:'Sight clearance of 600 feet in either direction shall be assured and maintainedy
• r R13 SOIL STERILIZER: The area to be surfa"ced shall be treated with soil sterilizer. Rate of application shall comply with the '
-
, anufacturer's specifications- ,d "_ - �` ,.r. "- f,. , - ''
R14 OOROINATE 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
` Citv,of La Quinta forces to preclude delay. or, interference with State or City of La Quinta projects.4.
�{ r R15. SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
y E centerline of all streets or property lines when involved shall be completely tied out so they maybe readily and correctly•.
Y w: 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 • a
. be:notified upon completion of replacement of all survey monuments for proper project clearance.
RD 31 ' •
R16 SU... _ ..MONUMENTS: Prior to excavation or beginning of constr all survey monuments shall be tied out by City
of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R17 PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment
be used to excavate prior to cutting 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 removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 LIMIT OF EXCAVATIONS: Excavations shall be limited tot,000lineal feetofopentrenchbefore 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.
R20 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 (spongyor
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 notgreaterthan
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 within the structural section of the roadway.
R22 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 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.
R23 COMPACTION TESTS: If so required by the inspector, compaction tests shall 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
Standard Specifications, Division of Highways, State of California, dated January 1973.
R24 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 asoutlined 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
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 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 backfill and 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.
surfacing placed on a inch class base shall be placed no laterthan days after completion of
temporary road repair.
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill 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 (Y) 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 11461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 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 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
highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it
becomes necessary to restrict traffic, the work shall be restricted to a maximum of 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.
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.
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. 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
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
f. Pruning shall, in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
ADDITION-- ENCROACHMENT PERMIT•NO:1012---- CONDITIONS'
.Y
f R33 Contractor sh _ comply with the local nL�!5e 'ordinance. and"'
construction operations and, � a iitenance of{ equ pmentw thin
k t orie':half mile' of ,human 'occupancy- shall" be 'performed= only
Y' r during 'the time ,per`ods as''Tollows `r- ' '' ��r
f`Y i4' F October.. lstto Apr' i1 X3.0 Mondays Friday .7 OOa:m ` 5.30:pm. ;€ 1
� .Saturday"' . ' 8-,:'00a.m - 5 r.00p.m. i
t, Ma 'lst'-to 'Se tember 30 ' Monda'' .F-�
Y p y- riday,_• 6: OOa..rri 7:a0.O.p.m '
�• .,A; .' Saturday'.:OOp:m:
` J . Work' shall• be prohibited •anytime. on, Sunday, and.* -Federal''
y holiday.
R34Traffic control shall 'be As - per ..Cal Trans' Traffic:!`'
;Manual (handbook) and subject- ,tb adj usfrrients,"as°'directed Eby.: c'
`by.' the_ Engineer 'It shall be the contractor's'
4.4 responsibility• •to.adequately barricade rand' detour this-
'` '� "' site. A Traffic control plan ,shall be submitted t.for
,y -approval`
by. the. City:
'' JR3S :Street 'closur:es'shall .'not 'be` allowed at any.: time ., "
JS:;
r R36 A minimum • of one travel lane -shall be maintained- at ; all
_ times with 'flagmen 'during.working •hours.Jj
a `
R37 ,, Ingr"ess and. egress "'for local' properties shall be • .' :vt
�{
.,maintained at all 'times
w. R38 Pipe shall b`e instal-led`as show n -on `approved draviing unlessr
- . otherwise directed /by' Engineer '
R39., Pipelrcrossing,,ramps- for pedestrians and vehicular,,t'raffic
• `,F ,�. . shall be installed ;per app roved'^.dra'wing unless otherwise
direc'ted by the: Engineer.
R40 ? ;Any damage' to ,the., surface of .the travelway due !to' the. s
-ramp .crossing's, shall' be repaired` 'to the''`satisfact on, of ,t'he
�r Engineer .
_ ;; Y•
• a t
71.a �, ,Landscaping *and 'irrigation shall- b6 restored. to ori
,ginal�
.` i • 4,c'ondit'ion within 15, days P following - completion of`i the work
�r covered 'under' this permit . • .. �• = �" r � - . _
,t S
i.-� as 4- I ,•}. "' .t.:� , •._ i�A. "w
r `. ►w�, y't. . t' - - � .Z"S. ' N r .t .r '* .F � u i� y 'R; 4 Y�..
- ,� ' tk - ~tet - - _ .. � ~�' . � '�; .. k4 . T •: