2810 (3){ " ►
'The following General and Special Provisions, are attached to and made apart of Permit No.�
GENERAL PROVISIONS r
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The following shall always apply:
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'rENROACHMENf ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
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. - 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. ,
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TRACKLAYINGtCONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
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any paved surface unless fitted with smooth -faced street pads. `All mechanical outriggers shall be fitted with rubber street shoes to
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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 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 TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
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�„ City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for, the ' a'
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duration of the project. The City, shall lie notified 24 hours in advance of any traffic detours or delineations. ,
CARE OF DRAINAGESTRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culveri and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes `
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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 dreins'shall be kept free•of debris at all times for proper drainage. `
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RIGHT OF WAY, CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
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3 of way. All paved surfaces shall be bloomed clean of earth and other objectionable materials immediately after backfill and compaction.
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— • Existing gutter line and drainage ditches shall be replaced to their original standard of better. All excess material shell be removed'- —
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�• prior to paving. Water, tanker shall -be used, as required, to sprinkle the job site to keep down dust conditions and shall b. used
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immediately after backfill.
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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 when necessary. +
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CI:OSING STREETS: No street shall be A minimum of one lane of traffic shall be maintained at all timea'to limited
provide
access for the adjoining property owners and emergency vehicles. In the event it is felt by the perz{tittee that he turret close a street for
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I any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS ' x.
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The following shall apply when indicated: ' r, f •, ( . ,r �, ' - . •'
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NOTIFICATION:' Permittee shall notify the City at (619)777-7075 at least 48 hours in advance,of starting construction.
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;UIILXIY,�CLEARANCE:. (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility, companies relative to the location of existing ,
'substrucmres
substructures. Damage to existing resulting from operations conducted under -this permit shall be "the sole
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- responsibility of the permittee:
F R3 LTTIIIT Y CLEARANCE: • (Surface Structures) No work shall be done under this permit until all utilities aro 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 shell be surfaced'
with inches of A.C. paving placed on 'v- inches of class aggregate subbase course having an 'R' '
value of not less than.` and in conformance with City of La Quinta Road Improvement Standards and
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r Specifications, Ordinance #461... I '
`r t PARKWAY GRADING: 'Area between theproperty line'and top of the proposed concrete curb shall be graded to a slope of
1/4 incWto one foot (1'). , _
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GRADE CHECKING: City of La Quinta shall check grades upon receipt of plod and profile and/or gttuiea is established by.
a licensed engineer.
yR7 CURB REMOVAL FOR DRIVEWAYS: A' portion of the existing concrete curb and/or curb and gutter (`_feet) shall be J` '
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removed. • Curb and/or curb and gutter shall be saw_ cut prior -to removal. Depressed curb, matching concrete gutter and
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concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
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RSDRIVEWAYS:, 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 inchei of A.C. paving placed on of close .. aggregate base.
Driveway construction shall'conform to, attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times,
RIO SOIL STERILIZER.The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications. f'
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.
12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer: (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT` OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (S) 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 plaeed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is(the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
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 lEghways, 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.
R23 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'ban 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 harard 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.
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` SPECIAL'CONDITIONS--PERMIT NO.2810
KSL Larid II Corp.,--- - r
In addition to the standard permit conditions, the following shall apply:
s 1:' Pursuant to Section '14A 6.32O of the�La Quinta Municipal Code (Ordinance 16 § 1 {part), 1982),'all
work shall be pe'darmed`m* accordance,withthe-latest edition-ofthe Standard'Specifications For
Public Works Construction (SSPWC) and as directed -by and to the satisfaction'of the* City Engineer. ,
f 2. '' KSL Larid"•II• Corp.,• here_ inafterr-ferred'to as "Permittee' ,' shall be responsible, for 'providing
continuous dust and'erosion control 'pursuant to'the Fugitive Dust Control Plan.
Streets shall be kept clean. They'shai ll be' completely cleaned'at the end of each working` day and
more` frequently if required.
4. Pursuant to Section 6.08 050 of the LalQuinta Municipal Code (Ordinance 18'§,1, 1982),'throughout y
7 ti the .work site; the Permittee shall comply with' ' City regulated work hours. Operation'and'...
r maintenance of equipment'within one-half mile of human occupancy shall be performed only during`
the following time periods: ;
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" t •' yOctober" 1st to April; 30: Monday -
Friday 7:00 a m: to 5:30 p m:'
• Saturday' 8:00 a.m. to 5:00 p.m: 1
r• - May •i'st,to Septem_ ber'30: , Monday -Friday 6:00 a:m to 7:00 p.m.
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,, t' ' . , `Saturday '� 8:00 a.m. to 5:00 p:m::'
Work'shall be prohibited on legal holidays and Sundays:
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5' "Work performed ywithin 500 feet of a major and/or'signalized intersection'is restricted between the .
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hours of.9 a.m. = 3 p m:' Traffic control'`sha11 be set up after 9 a.m. and removed before 3"p.m:,The
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t' 'Permittee 'shall contact the Riverside Country, Traffic'Signal Maintenance Department at (909) 275-
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i6894 if signal operation at the intersection is to be altered iri any `way.
" 6. Pursuant'to Section 14.16. 110 of the -La Quinta,Municipal'Code (Ordinance 10 § 1' (part), °1982),
Permittee shall assume responsibility for repair of any pavement, damage to any public or'private
•'"`'street and for'any'damAge' to other Citystreets or facilities as a result of work performed under this
permit.
7..,µF Pursuant to Section 1,4:16.250'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 pre'pa'red', *in accordancewith the WATCH Manual'and submitted to the
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•�. -City for review and approval one (1) week prior to'starting_ any';construction. It`shah'be,the• ••
•Y" ` Permiftee's responsibility to approprately:-detour and barricade all construction_ .sites.
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,Special Conditions - Permit No. 2810 ` r' '. ^'' o " '"� Page`1 of 3
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SPECIAL CONDITIONS --PERMIT NO. 2810
--- KSL Land II Corp. ---
8.. .Pursuant to Section 14.16.290 of 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 times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact 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
to the City of La Quinta.
Pursuant -to -Section- 1-4.16.370--of-the-La- Quinta-Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department. Backfill shall be completed in lifts, not to exceed 1', compacted to
90% minimum relative compaction. Native material may be used, provided the material is suitable
for use as backfill after construction operations: Controlled Density Fill (C.F.) may be used as an
alternative.
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 shall not be allowed open
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
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the
completion of the work. Permanent pavement shall be replaced as follows:
a) Sawcut and remove existing a.c. surfaces a distance of one foot (F) beyond all trench walls,
including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be
removed. All a.c. edges shall be straight, clean and vertical.
b) Provide an existing section (four -and -one-half inches [4'/2"] minimum) of crushed aggregate
or miscellaneous base material, compacted to 95% minimum relative compaction.
Special Conditions - Permit No. 2810 Page 2 of 3
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SPECIAL CONDITIONS --PERMIT N6.28 1'0
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KSI], LandII'Corp. ° `,
c) ` • Provide an existing section plus one inch (1") [four inches (4,") minimum],of asphalt concrete 3�
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` in two (2) or more lifts; the firsts'lift(s) comprised of abase course a.c. material, of a City
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a roved mix
'design;
meetin the . a
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uireinents of Green
book class B=
• ; _ pp ggn; g q AR -4000; the finale 0:10
lift comprised of a:wearing course a:c: material, of a City approved mik'desi4 , meetingthe s
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• L requirements of,Greenbook class.. C2-Ak-4000., All 1pavement edges, "shall be flush with
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; adjacent a.c. surfaces' Each lift of a:c. material sh' 11 be compacted to 95%minimum relative ' s
}' compaction r .. , . ,
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r. 1 a d) ''� .For trenches;greatei 6, two feet (2:) -in width, the Permittee shall,perform a.grind and a.c
overlay of 0.10', depth. for three feet (3')'in additidi to the pavement replacemeiit specified -
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.,-above:,
16:'- r Permittee shall notify the City.of La Quinta Public Works Department aminimum of 48 hours •-�'
r "'.prior to commencement ofrany construction at (760)'777-7075.
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' 17. :Permittee shall' stabilize any soil that was disturbed (shoulder areas; etc.) as 'a result of work.
U =: performed under this permit with an approved dust control, treatment.
18.,-,Pursuarit-to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City "
' y 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 - ^
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restricted'street if making a delivery'or pickup on'the subject street,. or iftliis perinit-specifically
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grants'permission to use the street to deliver street construction materials and/or equipment.
19: =The City of La Quinta reserves the'right to revoke, suspend, or,void this permit atany time.
'20: This permit authorizes grading along the;Jefferson Street perimeter for the Citrus Tract 24890 «,r 1.
> perimeter. wall. T F1
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_ Special Conditions - Permit No., 2810 t » w. • r + Page 3 of 31
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