2777• r �'
With'proper validation:
this.form constitutes an . CITY OF LA QUINTA
encroachment permit
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,lmprovement Permit --Class III '
DATE: &�Irr��+�-� r ; ` r i'': Minor -Improvement Permit Class'IV
_ LOCATION OF CONSTRUCTION $Ilri�t �jeY-Ayanxa'
, (Street address or, Description of Location)
PURPOSE.OF CONSTRUCTION ► f Sketch (attach construction plans if appropriate)
DESCRIPTION,OF CONSTRUCTION $t *6t PAVItft+ r
s
DIMENSION
OOFyyINSTALLATION
bOR REMOVAL
t 4 i�"fiM.��ri >3'>•.�g wno Amb ` '� 9,-'i' * w•LL' �'].^
SIZE OF EXCAVATION, IF NEEDED VIA
'APPROXIMATE TIME WHEN WORK WILL BEGIN SAISO tit 2ttit� • • �w Ay `* ' • - ,
nobo
` APPROXIMATE TIME.OF COMPLETION��
Y
ESTIMATED CONSTRUCTION. COST $
F', ,. (Including removal of, all obstruction,, materials, and debris, backfilling, com
}'paction and placing permanent resurfacing'and/or replacing improvements)
s. -
dn consideration of',the granting of this permit, the applicant hereby agrees to: r`• ?° '
�.
Indemnify,'defendarid ,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 oriproper y c 'J
happening;ci1r occurring;as a proximate result of any work undertaken under the'permit granted -pursuant to this application: `'•' i� ` `4; +�
Notify the AdministrativefAut�hority at least twenty-four (24) hours in advance oftlthe 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! c, ~
'ti• La Qumta 'and -to -pay for,any a additionalfreplacement necessary'as the result of this work:.' 1 a t ,.'•' j .
r Signature of Applicant or Agent' '>lr�si tha
1t p "�l ' ► t*j %"UOet' * $tail 130=4Z4U0 * ICA
Na,Te'of Applicant'(please print) - Business Address. '° .Telephone No. t
o r: tZVCt.U=I ar�t„'`S. $e '�aaxdi�ia, C& ( )Z4s "SR�►t��'7
Name ofiContractor and Job Foreman Business Address Telephone No
3436 • . • } ., _ ., +_ , --: . • ��
7.
Contractor's License;No., .'City Business License 'No:`` r
Applicant's Insurance•Company mal, 40nity Policy Number-
FEES: ,�' Subdivision Improvement Permit — Class l I I ��il�i 1 1998
Public improvements: 3% of estimated construction costs
-Private improvements: 3% of estimated construction costs ,J` 16-{ xa=�
Minor Improvement Permit — Class IV: See attached schedule ?'
Inspection Fee', $ 4:.551,39 PERMIT VALIDATION
Permit Fee `100.00 2777
PERMIT NO.v
Penalty s.;uuu„uut A nuu
Cash Deposit -Surety Bond
if required check) (1.$75.00) (aresdt0
TOTAL: $ 3,776.39
Receipt No.
Received by Date
Recorded by
DATE APPROVED 8�12�98
EXPIRATION DATE 8/12/39
DATE ISSUED I X112198
IMM. R GUZO*' Administrative Authority
Telephone: (619) 777-7075-
G��'!'U Y MULL coMUMITIEs ,1EL 909'381 0041 x,002, y ti
NOTE:A/
' _ ��1 tg�m mnsntutas aa+ - CITY" '•/ , Jh'1 '
almbnt OMIT
LA `QUINTA' �r {
• v aApi.ICA710N RaR ARM!?
w C PUBLIC WORKS CONSTRUCTION (SNCRoACHMM)
f4c or the c AMUCtlan of public at private Clltbs, dfivwwlys, pavemons; o4wat6s. wkir4,Irv, j""I, tiwla''Y.+�. ''"
® �ind ether like aubiic,y oruJ improysmonu,n mrimectioA Ivith MINOR IMPROVEtirItENTSIMAPPROVEOSLIGO [11518N3 �
co
'. siabattaeian,ldl0fasalttlafft P'anelit •• C� tit .4..-..;.�.._ • __ � ti - ' r
- Minoe llttp►eNef;i1►t Perfnit I� tv="..�;,�� ;.`
WXATION OF CONBTRUMON-
• � 4 TROT• 2� 8 9 _ ..:. - - . .
' fltteae aOQrew at Cieaaetv4an at t�7n4A1 'w•: �,,�♦ _—�•���--•• ' '
PURtPOS QPCONsTR ON '� �t`�tatoh ii�talla0r ntrdotl.ptant t
'• D tPTifallo� NSTt1tS ION - �' ♦" ; , fi : - ,
,.. �
• 01 i0 p l ABLATIO oils FMOV L 6� 'r_; :, ► t ��
`o 512E OF EXCAVATICN, IF NfiiEDEQ
t ' APPROXIMATES TIME WHEN WORK WILL 3IEGIN
AfefeROXIMAT6 TIME. OF COMPI- 1 N y (' c
=MATED CONSTRUCTION COSTA-
(InOudtng rormval of all Absvl 0on,,ntaaariftlf, ar+d harif, 6eott}ailing, mrtt• . t, ;
pattlon and pladnp otMUMrtt rpltttadnp andfor repiseinA Impravamenta) ,
In aanaidelltJon of the canting of this pennit. the applicant herttly aereaq toi
1werenity.•dr(wd sm ww Me City, Ne 1lttnari2al opera, amort, mcigesnelttm sno alrwwote, h6 fees+ ona ap4m 1 env am ad '
pwleltlot, ifabllltle at low rwultiry from beim{ ar Curt eollte(www 1N104 0u1 of 111y walfto Iwe ar d, 1 se 0 porww of ww4hv
?4*Wlr; ar aW0"e U w a araa.tgta "Wtt of Q" ftft VNWj0$" wider 0111 aenetlt VgMW fnittratrt to M12 inf1a l)ar
4
Nattfy .a1 Retnu rtmttro Autlmrlgy et Iaie1 "14Mr-161Ar 1141 hours to stall of enc titlta 1004 owk will lie wwa%,
Camt►hj Win all 11a11aws Pity 0141Rmt e. the terms gild carlahleea of the penn+l Bad all wroileaefe ntlu AM lgpulatw" of tf,♦ CAN of-
` C
LA C01n1l'enQ to Ray for A" etlplf 0FRI N*14 arnent nerumly n to •mis *001A,
Safvm mro of AWcalli of Acne.. �[ f9. t[/►- >�
Ir' C�i ;I SSSS . ,d A. + , C. 1`SG�i
Nems of{ Appilwnt Iowan printf l'�[' 8ualnaal A�gtets t Yate arta Na.
1535 S . . , • , M ,
�:► r• ' l �4�5' I!>
!dame of Cantrataar and :ob Foreman 9w;naa Addtela Teltpltenm N0,
Corivactoes License Pro, ate.
• e ciry qu�giynt�1wr Lloenla No.
Applkanl':Inaranm Car++oeny ABN. C,IAdI�+TY Polley Numoor
r r
+ %a>E!. .C•.i�ai.,..uw I,. w.wYwr�n• a...... _ M... u. '- •. ,
Private itntxoverttents; 3% of etlirrvted wftruation caw
Minor Imorovemant Perrn'1t—QIjig IV: See attached srhgdute
Impaction Fe.
Penalty O' DO. '.i-flA It S
. CgtA AepuntStirety do —�. �
0,&A -r
TOTAL, s____ 2? Ct • 3, '^
Aesaiot No.. �
Rew4ed by
* Z8d109£615
t@• d -
PERMIT VA411DATION
PERMIT NO, L d
DATt9 APPROvio
EXPIRATION QATB � ,
QATE ISSUEO'�..�.:.d ..�
b'v , ..
Adminletrouve Abthor1ro
JEL&pmoN6t A..9i 77y -x75 +
01N2fl0 t7 1
Fit
J i r.
The following General and Special Provisions are attached to and made a part of Permit'No..2-� -71
. •: .F 7 GENERAL PROVISIONSIle
The following shall always apply:
ENROACBMEN'T ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta, right of ;
way.ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to - + ;
;ecurekpermission from abutting property owners. Such authorisation must be secured by the permittee prior to starting work. t `
r r TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not'be permitted to operate on
any paved surface unless fitted with smooch -faced street pads.. All mechanical outriggers shall be fitted with rubber street shoes to
3 protect the paving 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 piJement is marred, City of•La Quintashall request ,r
that these portions of road be resuitaced over their enure width. Resurtacing sball•consist of one coat of two inches (2') of A.C. • "' _'
t 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
+ City, Engineer or La Quinta City Public Works'inspectors. Suitable detours and detour signs shall be placed and maintained for the t
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
+ concrete structures encountered during excavation which necessitate_ removal shall be replaced in kind. In the event it becomes -.r
r, necessary to remove or cut existing drainage structures, City of La Quitita shall be notified prior to commencement of this work.
Drainage structures and open drains shell be kept free of debris at all times, for proper' drainage. -
RIGHT OF WAY CLEANUP:. Any surplus material resulting from excavation and backfill operations shall be removed from the right
Of way.. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction..
Existing gutter line and drainage ditches shall be repbaced 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 coalitions and shat be used '
- immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall •t
' be the responaibility of the permittee (contractor)' to control this water and to provide off-street barricadeawhen necessary.
CLOSING STREETS: No street shall be closed:A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining.property owners and emergency vehicles. In the event'it is felt by the permittee that be must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission. ,
y SPECIAL PROVISIONS
F y The following shall apply when indicated: r"�. '* A
w
mo. r .A .•.€.
qR2
,d-,.,N01i_FiCATION:.; Permittee shall notify the *City at (619)T77-7075 at least 49 hours in advance f s(attiog construction..
n♦,t.... N+f:. ,r2�1 .�:-•"v?'9 :, [TIIIITY CLEARANCE:` (Substructureej Prior to making any excavation within the City of La Quinta Might of way , F
authorized by'permit, the permittee shall contact all concerned utility companies relative to the location of existing,
t substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
� • t . , , .. �.. • 1. -..
UTII11Y CI.EARANCEe (SurfitceStructures) No work shall be done under this permit until all utilities-aro clear of the
proposed'work site. 'Thi permittee, shall notify all concerned utility companies of the proposed work°
• RA' r PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement -shall be surfaced.
* with inches of A.C. paving placed on " • " inches of class aggregate subbase course having an 'R''
' "value of not lege than and in conformance with City of La Quinta Road Improvement Standards and '
Specifications, Ordinance #461. +,,t
RS PARKWAY GRADING: Area between the property line and•top of the proposed concrete curb shall be graded to a elope of '
r :f 1/4 inch to one foot (17. t
r _ R6 GRADE CFIECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by '
TN a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: r•A portion of the existing concrete curb and/or curb and gutter*(_, shall bei'° '
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
c r } concrete driveway approach shall be constructed in conformance with Cit of La "
Y Quints Standard #207.
k r RS DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
�• Y line and the existing road paving shall be 2 1/2 inches of A.C.'paying placed on (� of class aggregate base.
Driveway construction shall conform to attached drawing.•
SIGFTT CLEARANCE: Sight clearance of 600'feei in all directions shall be assured and maintained at all times.
RIO SOIL STERII.IZER:-The area to'be surfaced shall be treated with'soil sterilizer: Rateof application shall commply.with the y P
- ' manufacturer's specificafions. _
v
�R I 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.
I� 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 W) 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 j4 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.
(:R1:87' 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 ( t) 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 caossing or service line.
One (l) 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 REPAIM After backfill and compaction have been completed, a temporary patch consisting of
two inches (21 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.
//�)�\
t RLL /1 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.
I R23 ,` STREET RFSIRIPING: 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.
SPECIAL CONDITIONS --PERMIT NO. 2777
--- Century Homes Cooley Construction
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 § I (part), 1982), all
work. shall beperformed inaccordance 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.
2. Century Homes, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control.
3. Streets shall be kept clean. They shall be comp letely cleaned at the end of each working day and
more frequently if required.
4. PursuAnt to Section 6.08.050 of the La Quinta. Municipal Code (Ordinance 18 1, 1982), throughout
the work site, the Permittee shall comply With. City, regulated work hours and
d
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1 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.
May I st-to September 30: Monday -Friday 6:00 a.m to 7.00 p.m.
Saturday 8:00 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 a.m.
3 p.m. "Traffic control shall be set up after 9 a.m. acid removed. I before 3 p.m. The -Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the -intersection is to be,alt6'red in any way.
6.. Pursuant to Section 14.16.110 of the La Quirita Municipal Code (Ordinance 10 § I (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
c
permit.
7.1 Pursuant to Section 14.16.250 of the La 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 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 the
Permittee's responsibility to appropriately detour sand barricade all construction sites.
Special Conditions 7 Permit No: 2777 Page 1 of 4
t�bt4
• ' . SPECIAL CONDITIONS-=PERMIT N0.2777 • F W F
--- Century Homes / Cooley Construction
8: Pursuant to Section 14.16.290 of the La `Quints Municipal Code (Ordinance 10 § 1 (part);"19$2);"
street closures shall'not be permitted.- A minimum of one travel lane of paved_ .surface shall be
maintained' with. flagmen at all'times. _ a r - • "�' , : t �. ., „
9: _ Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
41 3 3.'
-800-422-4133. 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's' and loops,
i irrigation lines, electrical conduits, and storm drain facilities. _
10: Should additional..work, materials, or modificationsof the `work'.be. required in order to meet City
,standards, safety requirements; signage requirements,` or to fit actual field conditions, the workshall ' , '
a
r be performed by. the Permittee as directed by and to the satisfaction of 'the' City_ Engineer at no cost -
', to the-City of La Quinta: M• _J,
7.
11'. 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 2with Section 306-1 a3 of the latest.. } '
edition of the Standard Specifications For Public Works Constiuction'(SSPWC), except as=otherwise
specified herein. a= , •y
Native materialmay be used as backfill material provided that minimum compaction, achieved in
the'm'anner.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 +y 'j • '
`Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
- `t - t, onsite, at all times during backfill operations.,
x'; • Backfill compaction shall be achieved by,the following conditions:-
A.,
onditions:_
A. When a firm'foundation is'not encountered due to soft,, spongy or other unsuitable material; r' '
'- such material shall be removed to the limits directed by the Geotechnical Inspector and/or the ' -z
City Inspector and the resulting excavation backfilled_ with pipe bedding rriaterial:
1 'rY B. ` Backfill materials shall be brought to or maintained at an appropriate moisture content for« �..,
s '_ ;compaction. Theappropriate moisture content range shall be established;at the onset of the'
project and`erisured prior to use.of the materials through progress testing"on the stockpiles:
o- k• .. t r ,
cw
C. The first length of trench-backfilled shall be backfilled inrthe.presence of the City'Ins'pector t +.
Compaction shall be tested at random.depths kapproximate three=foot vertical intervals as
" backfill is placed,to ensure the effectiveness of the compaction methods and to establish the ` `•
depth of lift that can be compacted. t'
D. ' If lifts greater than -one foot are attempted in this trial length of trench, compaction tests shall fy '
be taken within the lifts to ensure that the full depth of the lift is compacted. ,Upon satisfactory1, • r
completion"of this' portion bf tr`ench, - the City 'Irispector shall establish the maximum-lift '..'
thickness to be compacted for thexemainder of the project. ..
Special. Conditions - Permit No. 2777 y" , Page 2 of 4 A -
- t .. _ � •i t Yom• . .- 4. _. f .Y.r ti �• 7.
SPECIAL CONDITIONS=-PERNIIT NO. 2777
�. --- Ceritury.Homes / Cooley Construction --- ' ; r , j ,•' `� F}
' F. In subsequent lengths of trench, the frequency of compaction'tests shall equal one per each lift ; G
of backfill,'per 300linearfeet of open trench, at randomly selected locations.witti. 'the`'open
length oftrench. , 4: j.
, ; �:y i —• s ».
.' G.• The depth of the randomly selected=compaction tests`shall also'be randomly selected except;
` that where multiple tests ar'e required in a given length 'of trench, the tests'shall be no closer ,�• ' w "�
than three feet (vertically) from each other. '
..
. nH. If any. action fails previously Placed backfill ui`ahe same let �of Pen trenchor
t.
previous lengths of trench) which is represented by the'failing test (as determined by the City
t
:Inspector); shall be•tested for'compliance with compaction requirements.', r -
M. 1. All costs mcurredrdue to the conditions above shall be borne byahe Permittee. Copies of all
- test results shall be -furnished to the CityInspector.
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 backfilled in the same day. Excavated trenches sliall not .be. allowed " open s
'overnight, however, Permittee may l"&ave a length bf excavated. trench; •not to exceed twenty (20) feet
• in.length, open oveinighflat a point where construction will'begin`the next, ay, 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 .
'
its, on" ginal condition.
14. Access'and egress to all local properties shall be maintained at all times.-
15.
imes:15.Pursuant-to Section 14.1.6.375 of the La Quinta' Municipal Code (Ordinance 10 § ljpart), 1982),
permanent pavement 'replacement shall be completed no -later.. than, seven (7) days ,after the
' ' . • completion of the, work. Permanent. pavement replacement f shall conform to , the following' *A .1 i ..
• ., conditions: '
Existing asphalt concrete, pavement shall be sawcut one (1) foot beyond trench edges..';Edges
• ' - shall be 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 requirements of Sections 200-2.2 and 200-2.4 .of
the Standard.Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted.to 9S%relative compaction and respectively tested, for eacli 300
linear feet ofptrench.` Verifyexact structural replacement thicknesses with the Ci
. P ty
Prior to installation.
a ' t
1 .. L •Z • � ' � r t - t . , . • ' r ' ' a y �i l . • 7 � K .. .. k� IN � � : ` 'i - ,,
Special Conditions - Permit No. 2777 ' !+ P
Coage 3 of 4 T;
SPECIAL CONDITIONS= -PERMIT NO. 2777
- .4 ---Century, Homes/ Cooley Construction ---
., C. ,Permanent pavement'replacement shall be installed usmg'a City approved /4 max medium .
` asphalt concrete as the base course lift and a City approved.'/z"--max'medium finish course lift a• : '
r for,capping. Asphaltconcrete mix.design shall be approved by. the City prior to its placement.
D: For transverse trenches across improved streets, the existing pavement surface, three (3) feet '
- on either side `of the excavated trench, shall be cold -milled to'a depth of 0:10', with a "butt". : r
joint created along each edge of the cold -milled area, and a new 0.10' .lift of/z" max medium' • " . '
asphalt'concrete pavement overlay applied throughout the�cold-milled `area.
E. For longitudinal trenches within improved streets,.the existing pavement surface,.through the
{ lane width (within lane line striping), shall be cold -milled to a depth of 0,10', with a '!butt'.' .- r
joint created along each"edge of the cold -milled area, and a new 0.10' lift of,'/z" in medium
` r _ asphalt concrete pavement overlay applied throughout the cold -milled area: ,`
F. If "grinding and capping operations, are, not pe.rforr - d in, the same day as base paving
operations;,the.base course lift of 3/4".max medium asphalt concrete shall be installed from ,.
saw -cut'' edge to saw --cut edge flush with the' existing street surface. 'The base, course lift of
f r
paving shall not be left 0.10' low in anticipation of grinding and capping.
.._,.
F. Any, existing lane striping affected .by .this resurfacing shall be replaced in, kind' by thee, .`
Permittee, -as directed by and to the`satisfaction of the City Engineer. 'Affected traffic signal f••,•,
_ loops shall,be'removed and replaced in kind. The: finished pavement surface shalLbe smooth; V.
consistent, and 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. " f
4 17. Permittee shall' stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with anapproved ddst'control,treatment. =
r , ' , .� , ` ci •Co Ordinance 10 ' 1 (part), 1982 the Ci
` 18.'` Pursuant to Chapter the La Quinta Muni pal de ( ,,§ (p ) ) ty
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•
restricted street if making a delivery, or pickup 'on, the subject street, or Tif this permit specifically _ • " ,
grants permissionto use the street to deliver street construction materials and/or equipment,
f •, h.,. ,
' 19.E : Contractor`/permittee shall keep project areas watered down on a daily. basis'to help,prevent airborne
dust and to aid water distributin a ui ment in kee m the soil moist in the event ofhi winds. A
g q- P P g t.
20. The City of La,Quinta reserves'the`right to revoke; suspend or void thispermit at any time:.
_ .. • i,, . -e .ai' ' •Y `N h ` d •. FJ • • S r � ` �'i -
, i a. 21. .'Permittee'shall install improvements per the plans approved by: the City Engineer for tract 27899
. P s, - ', � • ` � c r - - '. � • r � , ' . r '• , � '. ,. X11, l , • '�"
r ... t f. ' x1. • •~ - #' p 1. - J M ,( , •.
a Special Conditions =Permit No. 2777 • , '',, a ` Page 4 of 4