0692 (2),
<- • ADDITIONAL CONDITIONS r' ` -. •.
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ENCROACHMENT PERMIT''N0: 0692' # '
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• :Y R33
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Survey ' monuments shall be protected in, place or
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,,re=established pursuant to-City',standards and the • Sta_ to of'.
California. Land Surveyor.'s Act.. ^ ti
R34 .',:
Contractor shall comply with ;the local noise ordinance' and
construction' ;operations • and maintenance of. equipment within
,one half' mile of .,human"occupancy.shall. be!.performed _only-, .
f �•r'
during# the ' time periods ` as •follows
30.Monday=Friday 7 OOa.m.-5.3Op.m.
,,October .1st'
Saturday ' 8: 00a -.m.'-5: 00p:in.
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May -1st to September 30. Monday -Friday 6:00a.m.-7.00p m.-
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s, Saturday, :8: O'0a:m.-5:,00p.m.
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Work sha1T be f prohibited, ariytime - on -Sund`ay.:and"- Federal
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holiday.,,'
R35 .
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` Traffic..control shall b'e as per °Cal Trans Traffic Manual:
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Field,adjustmerits--in,detouring shall be`accomplished as
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directed in order 'to 'adjust to actual, field conditions., It
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shall-be.the contractor's-responsi'bility;•to adegdately `
barricade and -detour this`site. `
' R36
A minimum of two paved travel lanes shall be maintained at
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all times. Flagmen shall be' required .
� R37
Prior.,to'work starting; Underground Service -'Alert -'shall
:'be contacted at'1-800=422-4133 and'an "inquiry number"•shall
be provided._to.,the.City-•Public Works Inspector: '
` .,,R38.
Existing•pavement`shall be saw cut prior to removal., -
•R39
All excavation at or near, the •travel away sshall -be - backfilled- •
at the end of the- work.- d`ay,'� for the •protection -of the
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traveling public'.Temporary,pavement shall be,' -Placed at ,
the'end•`,of each work day.. All ,streets, shall be .cleaned at ;
the end''of the work ,day. ..,
R40
-,All 'backfill +soil- in Adams Street & Fred 'Waring shall be r
placed so that the resulting compaction -shall not -be
less than -90% relative•density. All base material shall be -
compacted to nothing less than_,95o relative.density. •`
R41
Re lacement ..•
p pavement ,shall -be 411. AC over 6" Class If
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aggregate'.base, ori Adams' Street and 4 -1/2"- AC over 81..
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"Class+- II 'aggregate base ,ons_ Fred Waring
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;The following'General and Special Provisions are attached to and made a part of Permit No.
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,GENERAL PROVISIONS
The following shall always apply:
r ENCROACHMENT 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 shall be the responsibility of the permittee (or his contractors) to '
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to startirig work.
TRACKLAYINGCONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on any -
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paved surface unless fitted with smooth -faced streetpads. All mechanical outriggers shall be fitted with rubber street shoes to protect
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the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
,tr~' that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
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surfacing plus appropriate seaCcoat as specified above. ,
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PROTECTION OF TRAFFIC: All excavations and workareasshall 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 duration '
' k of the project. The City shall be notified 24 Hrs.'in advance of any traffic detours or delineations.
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CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
i 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.
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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 of
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way. All paved surfaces shall be broomed clean of earth and other objectionable ma'ferials'immediately after backfill and compaction.
Existing gutter line and 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 after backfill.
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DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing wateron City of La Quinta roads, it shall be
�'• the responsibility of the permittee (contractor) to control this water and to provide off -street barricades when necessary..
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
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access for the adjoining property owners and emergency vehicles. In the event it is felt bythe permittee that he must close a street for
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any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
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The follwing shall apply ONLY when indicated:
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- O�RlNOTIFICATION: Permittee shall notify the City at 564-2246'at,least 48 hours in advance of starting construction.
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r r • R2 CASH DEPOSITS OR BONDS: A cash bond or an approved surety bond in an amount of not less than $
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shall be furnished in the name of City of La Quinta to cover all work involved in the restorationof the various La'Quinta
- - • `' roads and survey monuments..This bond shall be continuous, until cancelled by the City Engineer. Jhis bond must be
posted prior to commencement of any.work on this project
R3 UTILITY CLEARANCE: ISubstructures) Prior tomaking any excavation within the City'ofLaQuinta right ofway authorized
i 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
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of the permittee.
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ITY CLEARANCE: (Surface structures) No work shall be done under'this permit until all utilities art; clear of the
n,�,Uoposed
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-e• work site. The permittee shall notify all concerned utility companies of the proposed work.
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R5 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be
surfaced with inches of A.C. paving placed on inches of class aggregate subbase course
having an "R" value of not less than and in conformance with City of La Quinta Road Improvement Standards ,
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and Specifications, Ordinance #461. V
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R6 PARKWAY GRADING: Area.between the property line and top of the proposed concrete curb shall be graded to a slope of
1 /4 inch to one foot (1'). Y
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R7 s GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter '
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a construction. r
RADE CHECKING: Cityof La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
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licensed engineer. r
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• ' R9,. CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( y t, (eegshall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
. concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. _
R 11 DRIVEWAYS, A.C.: Driveways shell_ 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 class
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^ * aggregate base. Driveway construction shall conform to attached drawing. ;
R1 1;,CULVERTS: A inch diameter( ) culvert shall be installed with the invert approximately 1-1/2
inches below and in line with the existing flow line. Culvert installation shall conform to the attached drawing.'
c ` 12 SIGHT CLEARANCE: Sight clearance of,600 feet in either direction shall be assured and maintained. '
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
7anufactuier's specifications' . + '
w R14 /COORDINATE WORK: The proposed work shall be subordinated to any operation, which the.State'of Caiiforniaror
City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or
r ; . City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects.
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_ R15r SURVEY MONUMENTS: Prior to excavation or beginning of.construction, all survey monuments which exist on the
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centerline of all streets or property lines when involved shall be completely tied out so they may be readily and correctly
i be licensed or A
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replaced by a civil engineer surveyor at the expense of the permittee. complete set of notes showing the -
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t ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This off ice shall
"e , 'be notified upon completion of replacement of all survey monuments for proper project clearance.:
' R16 SURVONUMENTS: Prior to excavation or beqinning of construcoll survey monuments shall be tied out by City 1
of La Quinta and suitable payment or'guarantee of payment shall be made as' reimbursement for all work involved.
R17,' PAVEMENT CUTTING: Pavement will be mechanically cut to a straight edge prior to excavation. Method of pavement
• cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment.
be used to excavate prior to cutting of pavement). Excavation material shall be placed in such a position as to best'
r , facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be
corrected. ',
t R18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R19 IMIT OF EXCAVATIONS: Excavations shall be limited to 1,000linealfeetof open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays forthe 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. -
ZO BACKFILL MATERIAL: Backfill shall befreeofbrush, roots orother organicsubstancedetrimental toits 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.
R21 .BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R22 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') liftswhere trenches are of excessive depths. Care is to be exercised thatthe .
w backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
4 resultingcompaction shall be not less than 90 ercentore uivalenttothesurroundin
p p q g ground, whichever is the greater
r compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain
the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuous..
R23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervals of not more than 1,000
- feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
CVR246MPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
ne (1) copy of each test shall be forwarded to the City Engineer for approval and filedprior to making permanent repairs.
Compaction tests shall be made asoutlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
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Q25TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations; a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed
after a maximum of 3,000 lineal feet of trench has been excavated and backfill operations completed, but in no case shall
he placement of the temporary pavement exceed a five (5) day limit.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations have been completed, a temporary patch
��onsisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C.
surfacing placed on a inch class baseshallbeplacednolaterthan days after completion of
temporary road repair. G o n 1
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2")
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
t paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 FOG SEAL:,A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas.as
determined by the City Engineer.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
•where such seal coats existed prior to issuance of this permit. Seat or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repair to
accomplished by a licensed contractor engaged in the business of pavement repair.
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TREETRESTRIPING:Wherestreetstripingisstillvisibleonstreetstobeexcavated.suchstripingshallbereplacedupon
ompletion of permanent repairs.
R31 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interferenceor hazard to the traveling public.
t , It shall/be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be removed in sections which can be handled safely without interference or hazard to highway
traffic. The entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the
highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it
becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone 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 bebackfilled and compacted to not less than 90 percent or equivalent to the L
surrounding ground, whichever is'the greater compaction as determined by the impact or field method. Compaction
tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated
January 1973. ,
R32' TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic. the work shall be restricted to a maximum of 500 feet at any one time.
e Adequate signs, flagmen, and/or barricades shall be provided to protect the traveling public at all times.
c. If tree trunks are partially outside of the City of La Quints road right of way,•permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d. All tree trimming on EVERGREEN TREES; PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
the satisfaction of the City Public Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
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I. Pruning shall, in all instances, beat the shoulder of the crotch to insure even, fast healing in all cuts of two inches ,
(2") and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
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ELDORADo BANK
"WILLIAMS 'DEVELOPMENT
CORPORATION
_ 42 - 600 COOK STREET,. SUITE.. 135 PH:'619-34b-7641. ; `,, PALM DESERT BANK
1'9 6 2•.
r�•��- ,ryPALMDESERT,'CA'192260^ ""' • - PALM `DESERT, CA .92280
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` 90-3152-1222
. ONE THOUSAND N ,.HUNDREp A.THIR�Y',FIVE
-INE AND ;9.5/100****.*�*******` *, *�*#'****:.a*
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DATE CONTROL NO. '
AMOUNT.
r + TO THE r y �.�22�90 '.' s
E ` 5. 1962. •
ORDER OF �. -
$ '1 935.'.95
CITY OF LA
... II'00:196,2u� _�; L 2 3 1,5;24 ' 34 '! 54`5
2.2 i. �� 11,2,
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