2706t _
Cif .. .... ,
NOTE:
With proper.validation Q
.this form constitutes an �4
encroachment "perm t
CITY OF LA QUINTA
APPLICATION; FOR .PERMIT $
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT►=c�
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 III
DATE: January. 1.6, 1998,.Minor•Improvement Permit Class -IV
LOCATION OF CONSTRUCTION - .La Ouinta .Self Storage on Adams Street
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install 1-L 8" detector Sketch (attach construction plans:if appropriate)
check complete as shown on attached drawizias.-
DESCRIPTION OF CONSTRUCTION • Excavate and iri.stall
1 - 8" detector check'complete for•firs protection SEE ATTACIIBD CONDITIONS
DIMENSION OF. INSTALLATION OR. REMOVAL -
35' long X 3' wide X.5`. deep in west'side of
Adams street
SIZE OF EXCAVATION, IF NEEDED f. 357 X 31 X-.51,
APPROXIMATE TIME WHEN WORK WILL BEGIN 1/98
�-
APPROXIMATE TIME OF COMPLETION 1198
ESTIMATED CONSTRUCTION- COST, 11a000.00 .*.,
(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 agree ,to:
i' Indeminify;.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.
It Notify the Administrative Authority at least twenty-four (24) hours in 'advance of the time when work will be -started. .
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the.City of
La Quinta and to pay for any additional replacement necessary as .theresult of this work. /wf
Signature of�A-OP Iicant or Agent' —
Coachella Valley Water District ' " PA. Box 1058 C6achella, CA,' (760) 398-2651
Name of Applicant (please print) Business Address Telephone No.
same
Name of Contractor anrd Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No..
Applicant's Insurance Company ..• Policy -Number
FEES: Subdivision Improvement Permit— Class III
Public improvements: 3% of estimated construction costs
'Private improvements: 3% of estimated construction.;cost`s
Minor Improvement Permit — Class IV: See attached schedule 70
Inspection Fee $
Permit Fee —'0
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
Received by Date "
PERMIT VALIDATION
PERMIT NO. 2706
DATE APPROVED 1/16/98
L.EXPIRATION DATE 2/15/938
DATE ISSUED
By
Recorded by I Telephone: (619) 777-7075
Administrative Authority
The following General and Special Provisions are attached to and made_a part of Permit No. �ir, �.: ', e'.
GE gERAUPROVISIONS
A The following shall always apply:. ' , , .r. r - i• `_ x ~ T,x �, ��- F•''
ENROACEMIENT ON PRIVATE PROPERTY:+ This permit authoiizes'work to be accomplished •within City. of La Quinta right of, y;
way ONLY: Whenever construction extends:within,private property, it is the responsibility. of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior;to starting work:
TRACKLAYING XONSTRUCTION EQUIPMENT: • Cleated tracklaying• construction' equipment shall, not be permitted to operate"on
any paved surface unless fitted with smooth -faced street pads. ,All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. Af 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 over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. ,
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAF IC:_: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the ^
City Engineer or La Quints City Public Work's 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 Anytraffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage,structure including acorrugited 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.
Drainage structures and open drains shall be kept free of debris at all times for, pioper drainage.- • f
• RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right '
of way. All paved surfaces shall be broomed clean. ofearth and other"objectionable materials immediately after backfill and compaction:.
Existing gutter line and drainage ditches shall be replaced to their original standard or better."-
etter: All excess material shall be removed
prior to paving.+ Water tanker shall be used, -as required, to sprinkle the job site to.ke_ep down dust conditions and shall be used
• immediately after backfill.
'DE4ATER OPERATIONS: -If de -watering operations are required and pumps are forcing water on City of •La Quinta roads, it shall
be the responsibility of the permittee (contractor) to _control this water and to provide off-street barricades when necessary.:,
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintidnedd at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event itis felt by the permittee thathe.must close a, street for
any length of time, permittee shall contact this office to obtain the necessary permission.'
t 4 SPECIAL PROVISIONS - r sf4• -
The following shall apply when indicated:- - `
a
R1 NOTIFICATION: Permittee shall notify the City, at (619)777-7075 at least 48 hours in advance,of starting, construction.
R2 UTILITY CLEARANCE: (Substructures) Prior•to making any excavation within the City of La Quinia right of way • •,
F authorized by permit, the permittee shall contact all concerned 'utility companies relative to the location of existing, .
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole .
responsibility of the'permittee. M + 7 t , - - • i !
UTH.M CLEARANCE: (Surface Structures) No work.shall be done underrthis permit until all utilities axe clear of the •
proposed work site. The permittee shall notify all concerned utility companies of the proposed work..
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced ,
with inches of A.C. paving placed on inches of class aggregate subbase course having an "R"•
,value of notless.than and iii conformance with City of,,La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: . Area between the: property line and top of the proposed concrete curb shall be graded to a -slope of.i.
1/4 inch to one foot (P).
nA 11
R6 '`. _GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades'as established bye
M1a licensed engineer.
R7 CURB. REMOVAL FOR DRIVEWAYS: , . A portion of the existing concrete curb and/or. curb and gutter Meet) shall be
+ removed. 4Curb and/or 'curb and gutter, shall be saw, cut prior to removal. ,Depressed curb, matching.concrete gutter and. f•
--
concrete ,driveway' approach shall be'constructed in conformance with City of La Quinta Standard #207.`, '
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 classaggregate base.
Driveway construction shall conform to attached drawing. y ' ♦ a
SIGHT CLEARANCE: Sight clearance of'600 feetin all directions shall be assured and maintained at all times.'
R10. SOIL STERILIZER:, The area :to be surfaced shall be treated with soil sterilizer: "Rate_ of application shall commply with the
manufacturer's specifications.
-¢fi.,_•. -,. `' .r' -• • ... sy � x a- • ' .� w ` -.1. � r � *r"tia .., ?qr
/RQj COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
L/ 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.
E2 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.
13 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 Quints 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 ,planed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is & 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 t e water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded'to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
cs I � •r � •#t �' i,' ,:�r, �4 ,�,, v. t n.t �� - • _ � _ .:,s L�$'r �%r' �,�; f••
�, - .' ,_. �. ��,T , `;� � � fir.•. .,i; •
r. SPECIAL CONDITIONS --PERMIT NO. 2706
' "•In addition to the standard permit conditions, the following shall apply:"
1: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 §j (part), 1982), all,, -14_,.'
Work shall be performed 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: r : }
` Y _ - . 1' "'i { '•r '.+ 4 .�
1� 2. ` VV
CVD, hereinafter referred to as "Permittee", shall be responsible for,providing continuous dust r i
and erosion Control: , l s r , vx yi xr'
_'r n + 4-
3. Streets shall be kept clean. They shall be completely'cleaned at -,the end of each workirig day and '.
.` more frequently ifrequired.
4-.--, Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 §, l' 1982), throughout
_.
'it; the work site, the. Permittee shall comply•with City regulated work hours.'f,"Operation and
maintenance of equipment within one-half mile of human occupancy shall be performed onlyd' ing
XSthe following time periods: < ; W{` , ?' ` �s, .4 ' 'z ' ~'• .
' Monday -Friday 7:00 a. -'in. to 5:30 P.M.
October 1 st to April 30: .
=< Saturday 8:00 a.m:^to 5:00 p.m. ,F d
May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
' Saturday 8:00 a.in.•to 5:0 p.m:
s ,' • "Work shall be prohibited on legal holidays and Sundays.
K 5:� , Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a m:' r a
3 P.M. Traffic control shall be set up after 9 a.m.--and removed before 3 p.m: The Permittee shall �y ,
z - contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal'
4
"operation at the intersection is to be altered in any way..
"
6.,",. Pursuant to Section 14.16.110 of the La Quirita•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
permit.'
•L ,
» w
7.!?,,' - Pursuant to Section 14.16.250 6f4he La Quinta Municipal ,Code (Ordinance 10 § 1 (part), 1982), u "
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
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 ythe
•A ` ."" ''' Permittee's responsibility to appropriately detour and barricade all construction sites. w M;
i.- e�a .' a 4 - � - a .. .. � - �i .t •N r
8 Pursuant to Section 14.16.290-tof the -La 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.fines.
.�. "Special Conditions -Permit No. 2706 Page 1 of 4
R�... . k
SPECIAL CONDITIONS --PERMIT NO: 2706'-'
r ; r --- CVWD ---
• .^ � t _ Y '-I' ... - .. - ./, ..a' ,� it 'y� � �`' t.. •
Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800422-'
It shall'be'the Permittee'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 Engineer at no cost,w._�
to the City of La Quinta. Y .
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance'10 §'1 (part); 1982), ,, ',.•_
backfillcompaction within street rights-of-way shall conform with Section 306-13 of the latest M,. _ • ,, R
edition of the Standard Specifications For Public Works Construction (SSPWC),,except as otherwise K �-
r,:,_ a -specified herein:
"•f A t
Native material maybe used as backfill material provided that minimum compaction, 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 bethe G'
E Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, '
onsite, at all times during backfill operations.
` -Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered, duetosoft, spongy or other unsuitable material; '
such material shall be removed to the limits directed by the Geotechnical Inspector and/or the
City Inspector. and the resulting excavation backfilled with pipe bedding material: t t 4
B..: Backfill materials shall be brought to or maintained at an appropriate moisture"content for
` compaction. 'The appropriate moisture content range shall be established at the onset of the 4
'• i '' } project and ensured prior to use of the materials through progress testing on the. stockpiles. x „
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths. at approximate three-foot vertical intervals as
s` backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.'.
D. If lifts greater 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
completion of this portion of trench, the City Inspector shall establish the maximum lift^
.thickness to be compacted for the remainder of the project.
In subsequent lengths of trench, the frequency of compaction tests shall equal one per each'lift
-14 of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
%length of trench.71
.
ti • s f
Special Conditions - Permit No. 2706 '. Page 2 of 4'w '
- ° SPECIAL CONDITION��S�7--PERMIT NO: 2706
•. - t ,
G: Thedepth'of the randomly selected compaction tests shall also be randomly selected except w '.
7. �{ that where multiple tests are required in a given length of trench, the tests shall be no closer'
�f. s �.•.� - than'three feet. (vertically) from each other.,
H. If any compaction test fails, previously placed backfill (in the same length'of open trench 7Tor.
f u, y:
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 rt. ; `" •`; :�;;
�, „�-•F .A�, *-`,ter i'3.,
I.: All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all,tY
test results shall be furnished to the City Inspector. $• ; ' r , Via: �, , �'S.
12., , All excavations within City,of La Quinta right-of-way shall be backfilled, and temporarily paved if
E .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 backfilled in the -same da .Excavated trenches shall not be allowed o en r R
Y p ,, ..
overnight, however, Permittee may jeave 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 ` r
length of trench is completely covered by steel plating.
7
` 13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced'to,;» �.
its original condition. 3 _
'14 Access and egress to all local properties shall be maintained at all times.
, .t '1'5: Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),', w; �•
' r 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:'t `
- conditions: ryr t .
9 A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall be' straight and clean. r
`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 requirements of Sections 200-2.2 and 20072.4 of
` the Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300 '
linear feet of trench. Verify exact structural replacement section thicknesses with the City
'prior to installation. J 3;
r. ti4 n :n a7.
C.` Permanent pavement replacement shall be installed using a City approved 3/4" max -medium
as concrete as the base course lift and a City approved Y2" max medium finish course lift'
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement:
Special Conditions -Permit No. 2706 Page 3 of 4 F
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F 7 ♦ < , SPECIAL CONDITIONS --PERMIT NO. 2706
` For transverse trenches across improved streets, the existing pavement surface, three (3) feet , �"
,D.
on either 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, and'a new 0.10' lift of 1/2". max medium
41
asphalt concrete pavement overlay applied throughout the cold -milled area: t . • r
4 E. For longitudinal trenches within improved streets, the existingpavement surface; through the {
i •
lane width (within lane line striping), shall be cold -milled to a depth' of 0:10'; with a "butt"
joint created along each edge of the cold -milled area; and a new 0.10' lift of 1/2" -max medium, r;
asphalt concrete pavement overlay applied throughout the cold -milled area.
F. If grinding and capping operations are not performed in _the same day as base paving
operations,- the base course lift of 3/4" max medium asphalt shall be installed from '
-concrete
5`" • `saw-cufedge to saw -cut edge flush with the existing street surface. The base course lift of -
apping
paving shall not be left 0.10'; low in anticipation of grinding and capping',--
`
• ^
e
F. Any existing 'lane striping affected by this resurfacing shall be replaced' in kind by the
r i
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, an shall conform to the surrounding grades.
`� 16.
Permittee shall notify the City of La Quinta Public Works Department a'minimum of 48 hours prior.
+
to commencement of any construction at (760) 777-7075._ `
17.
Permittee shall stabilize any soil that was disturbed (shoulder areas; etc.) as a result of -work
performed under this permit with an approved dust control treatment. - ,
~
-�
f
-
-
r
the Ci r- ~.' •
(Ordinance 10 •1. ;art 1-982 t
Pursuant to Chapter 12.56 of the La Qumta Mumc>ipal Code (O,
-18.
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets`:
<not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may, use a _ `.
r
restricted street if makin a deliveryor pickupon the subject street, or if this ' ermit's ecificall
3
to use the street to deliver street construction materials and/or equipment ,
grants, permission
'
'i
- 19.The
.City' of LA Quinti reserves the right to revoke, suspend or void this permit at any time', r
' Special
f
Conditions -Permit No. 2706 • � � +� Page 4 of 4;3
RECEIVED
NOTE: JAN 1 1998 ,
With proper validation R
this form constitutes an
encroachment permit CITY OF LA QUINTApUBLjCWQRKS
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
of
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 III
,DATE:- ' ! Minor Improvement Permit Class IV
/ .
:LOCATION OOF'CON/STRUCTION - / e Qia..' ' �A ���/� S'�r�y e �r l� m 5
T
(Street address or Description of Location) ,
PU POSA OF CONSTRUCTION- Zn 8 �I Sketch (attach construction plans if appropriate)
e as n On s ,
DESC IPTIO F C NSTRUCTION C iu ti
IMENSION OF INSTALLATION OR REMOVAL S e�
' 3k":52)� s, .�. �' �lurrn �•Q �� . sh
ai Adaa2r -XV-, ,
SIZE OF EXCAVATION, IF NErEDED6; _ J
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIM
; E OF COMPLETION f % �_' Tf►-t%tf. _1,��/Ai r��clS 4 '
:ESTIMATED CONSTRUCTION"COST $""" � ��'ALI- "U { i � r• a
Y..
:Ilocluding removal of all obstruction, materials, and debris,.backfilling, corn•
paction' and placing permanent resurfacing and/or replacing improvements) x,
In consideration of the, granting of this permit, the applicant hereby, agrees to:'•
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties• liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage -to persons or'.property`'�
happening or occurring as a proximate result of, any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty -lour (241 hours in advance ofthetime when work will he started.
'Comply with -all' applicable City Ordinances, the terrns and conditions of the permit and all applicable rules and
By regula 'ons of. the City of -
La Ouinta and to pay for any additional replacement necessary as the result this work.
` Signature of A cant or Agent
Name of Applicant (please print) Business Address 'Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No. • '
Contractor' s.License'No. City Business License No. -� -
A
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class III
Public improvements: 3% of estimated construction costs . r I Gr"4•, ,. 9
+• Private improvements: 396 of estimated construction costs • •
1
Minor Improvement Permit — Class IV: See attached schedule ' -;
Inspection Fee $ PERMIT" VALIDATION, 5 _'
Permit Fee �^ PERMIT N0:
Penalty -
Cash Deposit Surety Bond _ DATE APPROVED
if required EXPIRATION DATE Z -�
TOTAL:. $
DATE ISSUED
Receipt No.
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Received by Date Administrative Authority J'" 1
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Recorded by TELEPHONE: 1619) 564.2246 rw� ' •i ?�; - s`
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4COACHELLA VALLEY WATER `DISTRICT p
TANYA CORTNER
DEVELOPMENT SERVICES TECHNICIAN
P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
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,JOB NO. -7 'I C3 L/ WEATHER
CLIENT � - TEMP.
CONTRACTOR ��U UWIND
PROJECT MANAGER HUMIDITY
8 Clcar 0-1cau
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Ram Snow
To 32 3250. 0.7
7085 85 up
SIM R.gn
Report No
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DISTRIBUTION: 1. Proj. Mgr. PAGE 1 OF PAGES
2. Field Office
3. File
4. Client
DAILY CONSTRUCTION REPORT
DATE
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PROJECT TrA
JOB NO. WEATHER E32
Gcar V c Ram Snow
3250 50.70 CLIENT TEMP.
M er H=9n Report NoCONTRACTOR YWINDPROJECT MANAGER ���� HUMIDITYMoser Numo
AVERAGE FIELD FORCE '
Name of Contractor Non-manual Manual Remarks
Time Representing Representing Remarks
DISTRIBUTION: t. Proj. Mgr. PAGE 1 OF PAGES r
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IY,� _�`h.r�v.-. av('•jr"(r/.t "7 l:Y�'ri:✓':�'v�G:�aa.v..-`nS-.-•^t'•r-"u. .tiyt^ �•aqd �s./Yycr]Lr.',`Yw^..r''".1'k+' `Y, tiswlt�w.�r '�'rh� I�_c+�.`."w..i'i•i.'''�{;a-.�.r,::1,..�,�Rw.
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Sladden. En ineerin
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6782 Stanton Ave., Suite E, Buena Park, CA 90621;, (562) 864=4121 (714) 523-0952
Fax (714) 52.3-1369
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° • 39-725 Garand Ln., Suite G, Palm Desert; CA 92211 (760) 77273893
Fax (760) 772-3895
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Project Name �1r#���• `- Client:
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Work'Done 7' 8b=.
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Field Tech. • " r/(ye {m6 b'
Super. or Agent
24 hour notice requested to schedule Field Technician. Thank you for the opportunity to be of service.
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