2753_ NOTE.
(� a With:proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA .w
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 v`vith MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
�
Subdivision Improvement Permit —Class -111, ,
DATE:r0 Minor Improvement Perimi�Class.IVt
I. LOCATION OF CONSTRUCTION Tt4et. 21800 ""' OW* Dr" DU46 Dr.,s CWY Crto UY,* ,Ct.,
yi eto ,1A ta,:.-V4aseitt Strom or. r ',0 *7 Ln.
(Street address or; Description of Location) F'
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PURPOSE OF CONSTRUCTION l c iQ�i ` � Sketch (attach construction plans if appropriate),,. e
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DESCRIPTIONOFCONSTRUCTION -Ittl%tatl aimiot. COW •"�
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v' mar `i4 f1Y!?nna. r
€,. _DIMENSION OF, INSTALLATION OR"REMOVAL r to. Ina 100Aa >tiinXi BUILDER
'SIZE OF EXCAVATION; IF NEEDED -
' 'APPROXIMATE�TIMEVHEN WORK WILL BEGIN
"APPROXIMATE TIME,OF COMPLETION
ESTIMATED'
CONSTRUCTION COST $-
' (Includinremoval,of4all.obstruction, materials, and debris, backfilling; com-
paction
om paction and •placing permanent resurfacing and/or replacing improvements) '
In consideration of the, granting of this.permit, the applicant hereby agrees to: r F;
IP Indemnify, defend:and save,the City, its authorized agents,. officers,, representatives -and employees, harmless from and against any and all _
penalties, liabilities, 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.vvork undertaken under the permit +granted pursuant to thirapplicationf
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Notify the Administrative Authority.at least �tvventy-four„(24) hour's- in advance of the•time when.work'will be' started..
Comply with• ll applicable City Ordinances, the terms and conditions of�the permit and all applicable rules and'regulations of the City of
Ik La Quinta and to pay, for any additional replacement necessary as.the result•of this work.'
d. � .. # • G"h . •-� �.�r. �� I i a r `� /l ti• ) // /'F�/r, s � • ' - r f .
of .. , n,�.i _ ,_.�,,, .. + ♦• .-•�..I✓M ��•'ti.`t�.^ •��R .I'V�•�..•���•' •r.
Signature of Applicant or Agent ��QC
i Saa+cl z; _ iii.ld G `Co: P#Oo bcm -$00-3 U44143iAo
'. Name of Applicant'(please print) ",Business Address , . Telephone No.
i
Sam � } � ti _ (00Y Y 3354679,
,
Name of Contractor and Job Foreman. ' :n, : Business Address •Telephone No.
I
Contra ctor's'Licerise No. ' q City Business License No. '<
Applicant's Insu'rance'Company ° ! Policy Number '
FEES: Subdivision•Improvement Permit ",Class III
Public improvements: 3% of estimated construction costs `.
Private improvements: 3% of estimated construction costs
14 r• _
Minor'Imp•rovement Permit — Class IV: See attached schedule53
�. Inspection Fee $_' _ PERMIT VALIDATION
Permit Fee , B .. 77-7-777' - '` - _ 1753
PERMIT NO
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
h
$ -0-
' Date
DATE APPROVED 5118/96
EXPIRATION DATE 12/31/98
DATE TISSUED 1-018/98
Afiministrative Authority
Telephone: (619) 777-7075
SENT BY:THE GAS COMPANY 5-14-98 ;` 13:17 ;' TECHNICAL SERVICES- ; 7607777155;#;1/ 1
• INKS ,'
tete two .n CITY Of LA ®I INTA
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The following General and Special Provisions are attached to and made a part of Permit No., '
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,� ... . • ., . •,r, ,GENERAL PROVISIONS - } '±= •#
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The following shall always apply:. .. • ,,• #; h h, r
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ENROACHMENP ON PRIVATE, PROPERTY: [This permit authorizes work to be accomplished within"City of La Quints tight of
-
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
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secure permission from abutting property owners. Such authorization_ must be secured by the permittee prior to starting work. r
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TRACKLAYING CONSTRUCTION. EQUIPMENT: Cleated tracklaying.coaswction equipment shall not be permitted to operate on
'any paved surface unless fitted with smooth -faced street pads. All mechaaical,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 at If the existing
i pavement is scarred, spelled, or broken during the term of this'contract, or if the pavement is marked, City of"La Quinta shall request ,
-
that these portions of road be resurfaced over [heir entire width. , Resurfacing shall consist of one coat of two inches (2') of A.C.
surfacing plus appropriate seal cost "as specified above. -
PROTECTION OF•TRAFFIC:' All excavations and work areas shall.be properly lighted and barricaded as deemed necessary by the '
4
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.
r 4
CARE OF DRAINAGE STRUCTURES: Any drainage swciure 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, d <
necessary to remove or cut existing drainage structures, City of La Quinta"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
- i.'' , '` .
of way. All ,'paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and. compaction.
Existing gutter line. end 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 atter backfill. F
_
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 who necessary,
1• r
t CLOSING SfREEETS: No street shall be closed. A minimum�of one lane of traffic shall be maintained at all times to provide limited ,
-
y - • . access for the adjoining property owners and emergency vehicles._' In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission:
SPECIAL PROVISIONS
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Tbe- ollowing shall apply when indicated: rr -
NOTIFICATION: 'Permittee shall notify the City at (619)777-7075 at least 49 hours in advance -of starting construction.
RZ UTII1I Y CLEARANCE.Y (Substructures) Priorto making any excavation within the City of "La Quints, right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing -
r - • 'substructures. Damage to existing substructures resulting from operations conducted under this permit shall. be the sole
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.. responsibility of the permittee. -
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rUIUXrY CLEARANCE. (Surface Structures) No work shall be done under this permit until all utilities are clear of the .
proposedwork site. The permittee shall notify, all concerned utility companies of the proposed wont. '
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, R4 PAVEMIIVT WIDENING: Arc;i7 between the proposed concrete gutter line and the existing road pavement shall be surfaced
a
-
; : 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 U Quinta Road Improvement Standards and
Specifications; Ordinance 8461:
a
~ Qf x:RS _PARKWAY GRADING: .Arca between the property line andtopof the proposed concrete curb shall be graded tri a slope
of
1/4 inch to one foot (17.. - r
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R6 GRADE 'CHECKING:, City of La Quinti shall'check grades upon receipt of plan and profile and/or grades A. as est ablisbed by
a licensed engineer. '
+R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter Meet) shall be
• �" .,, -d,�,. _,b
,. removed. Curb and/or curb and gutter shall be saw circ prior to removal, Depressed curb, matching concrete gutter and
" concreie'driveway approach shall be constructed in conformance with City of La Quinta'Staadatd 8207. .
• " w ; ` ' t •
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern: • Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on (• ) of close aggregate base.
Driveway consuuctiou shall conform to attached drawing. pp
R9� SIGHT CLEARANCE• Sight clearance of 600 feet in all directions shallbe'assured and maintained at alltimes. `[
-
RIO SOH. S ULTZER: The area to ba surfaced shall be treated with soil, sterilize `{ ip -
r. Rate of application shall commply with the
-
'
manufacturer's specifications: �
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Rll COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quina 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.
51
RIZ SURVEY MONUMENTS: Prior to excavation or beginning of construction. ail 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 BACKF LL MATERIAL: Backfill shall be free of brush, roots or other orgastic 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 (51 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 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 ISM: 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 backfrll operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMEW 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.
tFOG 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.
R23S'T'REET RESI'RIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the'traveling public at all times. .
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
f k:
7 SPECIAL CONDITIONS„ -PERMIT NO. 2753
--- Gas Co.
In addition to the standard permit conditions, the followi ``,shall apply:
s - 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1;(part), 1982). all
1 work shall be performed in -accordance with`the;latest edition of the Standard.Specifications For.
Public Works Construction (SSPWQ and as°directed by -and to the satisfaction ofthe City. Engineer.,
} 2. The Gas -Co., hereinafter` referred to as "Permittee"; shall be responsible`for. providing continuous
y dust and erosion control.
:+ 3. Streets shall be kept cleari..TheY-shall be completely. cleaned-at,the end'of each working day ands
F more frequently if required.
-� • 4. Pursuant to Section 6.08.050 of the La Quinia Municipal Code (Ordinance 18 § 1; 1982),'throughout -
,4 � " " the work 'site, the Permittee -shall comply,with City• regulated work `hours: Operation and
maintenance of equipment within o e -half mile of human occupancy shall be performed only during ? `
the following time periods: t
~ October. l st to April 30: Monday -Friday 7:00 a.m. to 5:30 •p.m., -
- • .,
' - `Saturday 8:00 a:m. to 5:00 p.m., �+ • Y
+May 1st to September 30: r Monday' -Friday ,6:00 a'. 'to 7:00 p.m: -.
Saturday;` ` 8:00 a.m. to 5:00 p:m:. s
� . _ , � � 1 . 9r v .'•- p3 Vii,, - .... i'. .R{
*' Work shall'be prohibited odlegal holidays and,Sundays.'' '.
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Work performed within 500 feet of a signalized'intersection is restricted between the hours of 9 a.m.-7.
- 3.p.m_ .Traffic control shall be,set,up after 9.a.m: and removed before 3'p:m. - The Permittee shall`
contact the Riverside Country Traffic Signal`Maintenance Department at (909)275-68signal
' operation at the intersection is tobealtered in any way.:
6: ,Pursuant to Section 14.16.110 of the,.La,Quinta Municipal Code°(Ordinance `10 §:1 -(part), 1982); i
F Permittee shall;assume responsibility for repair of any pavement damage to any`public or; private
street and for any damage to other City streets or facilities as a result of work performed under this
permit. Y '
7: Pursuant to Section 14.16.250`of the La Quinta Municipal Code (Ordiriance,101 art), 1982 ;
§ (p )
''•' " , advance warning signs and traffic control ,shall be installed and maintained in, accordance with Cal r
Trans Standards or,the Work Area. Traffic Control Handbook (WATCH Manual).' 'A traffic control
f,plan,.if required, shall be prepared in accordance with the: WATCH•IVlanual`and"submitted to the z "
,City .for review and approval one (1) week prior ,to_ starting .any construction. It shall be the
r ,
.' Permittee's responsibility to appropriately detour -and barricade all construction -sites.
�'" special Conditions - Permit No. 2753 Pare I of 4 '
SPECIAL CONDITIONS--PERMIT NO. 2753'
Gas Co:
' 8. *"Pursuant to Section 14.16.290 of theLa Quinta Municipal Code (Ordinance. 10 § 1,(part), 1982),
- street closures shall not be permitted. A minimum of one travel" lane of paved surface shall. be
maintained with'flagmen at all times: w
s 9. Prior to excavating, if required, the Permittee, shall contact Underground' Service Alert at 1-800-422=
4133. It shall be the Peimittee's responsibility to notify the Public Works Department of anticipated.
excavation which impact City. facilities, including but not limited to traffic signal conduits and loops;- '
irrigation- lines, electrical conduits, and storm drain facilities.
10. Should'additional work,` materials, or modifications of the work be required in order, to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to'the satisfaction'of the City EngineeCat no cost
to the City of La Quinta,.
r : 11. Pursuant to -Section; 14.16.3 70 of the La'Quinta-Municipal Code (Ordinance 1'0 § 1 (part), 1982),
backfill -compaction -within street rights-6f--.way shall conform with Section 306-1.3 of the latest
edition'ofthe Standard Specifications For Public Works Construction,(SSPWC), except as otherwise
" specified herein.
Native:material may lie used as •backfill material, provided that. minimum compaction, achieved in + `
tlie�manne'r 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 "
" 'Permittee's responsibility to provide appropriate geotechnical supervision, testing, -and inspection-
-onsite, atAlltimes during backfill operations. • ."
� Backfill`compaction shall be achieved by the following.conditions:or
;
A.- .` P When a., firm foundation is not encountered due to soft,spongy or other unsuitable material,
r'r such material'shall be removed to the limits directed by the Geotechnical Inspector and/or the
City-Inspecggtor and the resulting excavation backfilled with pipe bedding material. -
` • B. , Backfill materials shall be brought to 'or maintained at an appropriate moisture content f6r
"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 Yoftrench.backfrlled shall be backfilled in the presence of City.,Inspector.
Compaction' shall be:tested at random. depths at approximate three-foot vertical intervals as {
backfill isyplaced to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can _6e co_mpacted:.
ot
D If•lifts greater than onefoot are attempted in this.trial length of trench,. c6ffipactio'n-ites g shalt '
betaken within +the lifts to, ensure that the fiill depth of the lift is compacted. -Upon satisfactory ;
completion:of.this portion. of trench, the,,City Inspector shall establish the- maximum lift • ;
=µ'
thickness to be compacted for -the remainder of the project. a .
Special Conditions - Permit No. 2753 t Page 2 of 4
.SPECIAL,CONDITIONS`-=PERMIT NO. 2753 Y
--,Gas Co.
, _
F. • . In subsequent lengths o£trench, the frequency of compaction tests shall equal one'per each lift 4
of backfill, per' 300 linear feet of open trench, at randomlyselected.locations within.the open `-
length of trench. t
1. G. The depth of the randomly selected compaction tests shall`als&be 'randomly, selected except
that where multiple tests'are required in a' given length of trench, the tests shall be no closer t►
• , than three feet ('vertically) from each other.
H. " ' If an compaction reviousl- laced backfill in the same len of o en trench or
Y P ,P- YP ( P *
{'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: ,
I. r All costs incurred due to the, conditions above shall be borne by the Permittee• ;Copies.of all 3
,test results shall be furnished to the City -Inspector. _
1.2. , 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 shah not greatly exceed
+_ that which'.can not be backfilled in'the same day. Excavated, trenches shall not be allowed open y'
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet',
-: in length, open overnight at a point where construction will begin the'next.day, provided that this `
` length of trench is completely`covered by�steel plating. ,
13. All landscaping, irrigation, decorative rock; decorative concrete, lighting, -etc., shall be replaced to -
*y Y its original condition.
Ly `
14: Access. and egress to all local properties shall be maintained at all.times.
Y..
-15. '.'Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10`§ '1 (part); 1982);' -
`
permanent • pavement 'replacement shall be com leted', no 'later than seven•. 7 days ; after^ the
• P P,. P _ P O Y
r A _completion of ,the, work.. Permanent pavement replacement shall conform for the following
T'• conditions:
A. Existing asphalt concrete,pavement shall be sawcut one •(1) foot beyond,trench edges. 'Edges'..
_ shallbe straight`and clean.
`.
B... .Permanent pavement replacement 'structural section, -within all trenches; shall be 1" thicker
than existing of.asphalt,concrete over the same existing thickness, of crushed aggregate base
or crushed miscellaneous,base, meeting the r'equirements-of Sections 2007;2.2 and 200-2:4' of -t '
the Standard -Specifications for Public Works Construction. The replaced pavement and base • i fx.
` material'shall be cornpacted'to 95% relative compaction,and::=respectivelytested, for each 300 ;s
linear feet of trench.. Verify exact structuralreplacement section thicknesses with the'Cityi
v prior to; installation. ti 4 ♦ �_
•`-�«•.- n 'S'r • Y,' ,_, s, :• -. P..♦ ^' ,-•w' t' r i$'` +J• Ir - S♦r.wi {. .� ^2 .~ w
_- Special Conditions - Permit No. 2753 Page 3 of 4
- y+ .�t: J .[ " - ''R,_r..� .. . -q. to ' _ •"t. •_f' , $ • � • -' a,'_ ' ,
�'' .J N .a . •.. ..
;SPECIA,L;CpNDITIO
NS--PERMIT - 27y
-- Gas Co.,- _ NO. 53
y C. - Permanent pavement're' ' i
asphalt' co lac shall be '
p ement ,installed usin ♦
' # s " 4 for capp
as the base course lift and g'a City, approve 3 ,=y j
- • PP g•':Asphalt concrete.mix design a City approved'%" max d �' 'max medium
., gn shall �b
e approved b medium finish course lift .
D. the
�.
FOr transverse trenches across `� Y City Prior to its Placement.
on either side of the, excavafedj irencfieshall streets, the existin '
..
g pavement surface,
Joint created along each edge be cold-rimilled to a urface,,thTee (3) feet
{aspi�alt concrete g of cold=milled area, and a ne deP'of 0:10'; with a "butt"
pavement overla a.-Ugh out w 0' 10 li ,
r E: - Fo, n ` ' F� ,3' PPlied thothe cold-mil ft of % , max `medium
r to gitudinal trenche led area. _
'lane width ( dun s within unproved s }
b (within I treefs, the
ane line st><ipin existing pavement's
r joint created along:each ed a g) shall be cold- ,, throu
' haltcr
g of the cold_ milled to a gh the
' s easp co"CO „ete ave. milled area and depth of 0.10', with a:�. u„
pave- overlay t a new 0:•10' lift f > »" b
F. *•grind' d. hroughout the cold-milled area./ max medium
Pig and capping o w= N , r ..
er
;Operations, the base cours P ft of �» are not performed in the same -f ` !
saw-cut edg6 ?� day, as a base=
ge to saw- ` max medium asphalt concrete shall be ' paving
paving shall not be be:flush with the exist' y = install
_ left 0 y1.0µ; Iow. in anticipation of g street surfac"e..The base, coU1 ed' from ,r
F• giindin and se lift of
Any existing lane str f' . g capping
' p aPmg affectedhi -
�,' r loo s ee' as directe bY'and to the ahY t s resurfacing, shall be re 1
P hall be removed' sfaction of the Ci p aced in kind. by .the
A consistent, and shall cold replaced in kind:w� fuush . City Engineer. Affected traffic
4
nforrri to the`s - ed pavements Signal
16• Peiinittee shall uirounding grades. �uface shall be smooth, '.
' r to co
mine ncement o °the City of La Quints Public WorksDep"
Of O St on at 7t o
♦ h.. any' c n recti { 60) -777-7075, artmen , m> imam of 48 hours t
17. Permittee shall; stabilize an� .S w - Prior '
y oil .t dist Performed under under this,pe mi with an approvedis -disturbed ••(shoulder areas;. etc. as 4" ♦
ptu j ,, - - ust control treatment. £) a result of work
' suanf to 1 ,
s Chapter 2:56 of tlie'L a
* µnot designated certain city streets as nta I�urucipal Code (Ordinance `
Part of the Truck M ruck Routes.`The wei 10 § I (Part) 1982 ..
t restricted street if R°ate network is ght,limit for restricted streets i•e the City Y
yr ) three (3) tons,;trucks exceed' '
makmg•a delive (. , streets
n `grants pertnissiori to use the street to or, picku ing-the wei- _
p on the sub' ght limit ma
;.; deliver str Ject 'street; or if this Y use a
Co eet construction materials Permit specificallypt
+
,.� d/or
for/penitteeshall keep moi• ,equipment. '
r, Jdust and to, water distribu Pxoject areas watered down ori t
.; L20.� =1;1g�equipment inkeeping the so l,mly basis to'help prevent airborne
The City of La•Quints'reserves th g ♦ oist m the event of high winds.
r e.right to revoke,` s t -..
fi4 . su Pend or
p
v -
oid,this ermit' any
ti
me. ,
fi
special Condition
s ,Permit No. 2753 --^, _ • g ,
' - s Page 4 of 4 '
PLAN FILE NO. BASE SKETCH CONSTR. SKETCH COMPL.SKETCH SHEET 01
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STREET
ADAMS LOT c LOT c j
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GAS HANDLING
1. t- MAIN & 2 STUBS, (LOTS 41 & 45) TEST PER FCD 184.0150
0 2. PINCH Q LOC 'A' a
3. PURGE o LOC 'B, C, D. E & F' PER FCD 182.0160 N
4. PINCH a LOC 'G & D' TIE N
5. PURGE o LOC 'H' c
6. DOUBLE PINCH & TIE 0 LOC 'B'
PIPELINE MARKERS REOUIREON 7. PINCH a LOC 11'
❑ YES ❑ NO 8. PURGE 0 LOC 'J'.
IF YES SHOW LOCATION
THIS BLDG.OR AREA OUALIFIES
FOR ANNUAL LEAKAGE SURVEYi UNDERGROUND SERVICE ALERT
❑ YES ® NO CALL TOLL FREE
(POST LIMITS) 1-800-422-4133
TWO WORKING DAYS
BEFORE YOU DIG
Isolation Area Affected Yes ❑ No
Pressure District Affected Yes ❑ No IM PIPING LEAK TESTED
Business District Affected Yes ❑ No CC AT (PSIG)
SuPPIY Line Affected Yes O No ® TEST MEDIUM
WR• 453937
TOTAL FEET INST'D
Regulator Station Affected Yes ❑ No ® Air/ ❑Nitrogen /Other INSTALL MAIN WITH AT LEAST �_ COVER BELOW _G.F.L. TOTAL L FEET RETIRED
Reviewed
)Required Yes ❑ No ® COUNTY RIVERSIDERETIREMENT PERMIT ISSUED BY PERMIT N0. A MOVED FOR HRS. AND/OR MIN. REASON: ON �a, 0Pe • E, CA Vro of J&. wT ION
,
Reviewed By: (SEE SJ. �4.OIS0) -
BY: DISTRICT PALM DESERT CREW FOREMAN
C. P. Reviewed By: DATE: TRACT NO. 27099 YEAR C.P. PLANNED BY
ANY
ATLAS IND 21 i 34 INSTALLED PwD STAKED COMPANY FACILITYI SO. CAL.9x P.L.—S.10NO. STAKING REO'D INLAND EMPIRE REGION
OPER,207. OR OVER J.C. BLACK
UTNIODICALLY PROTECTED TESD NO® AT LESS THAN 20Y. AM.Y.A DISTRICT SUPERVISOR NO NEEDED Q M.O. 54148-144 ORG. CODE