3904• � r
NOTE:
With proper validation
this form constitutes an
encroachment permit
.CITY OF LA QUINTA
APPLICATION FOR PERMIT
• r
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 Improvement Permit — Class III
DATE: May- .13► 2003- Minor Improvement Permit Class IV . X
LOCATION OF CONSTRUCTION Avenida .Montezuma & Avenida Mendoza
i' (Street add re'ss•or.Description of Location)
PURPOSE O'F CONSTRUCTION T4 supplyya ter for fire Sketch (attach construction plans if ap
propriate)
• irarotac.tioh •' "•'
DESCRIPTION OF CONSTRUCTION Install 1 " 6`y detector-
chack' complete anti: 1. µ 6" fire hydrant
installation
DIMENSION OF INSTALLATION OR REMOVAL As. needed
*See Attached Special Conditions*
SIZE OF EXCAVATION, IF NEEDED needed
APPROXIMATE TIME WHEN WORK WILL -BEGIN May 2003
APPROXIMATE TIME OF COMPLETION June 2003
,ESTIMATED CONSTRUCTION COST $ 26„000
(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 agrees to:
I• Indemnify, d0end, 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 t y .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 the 'result of this work.
Signature of Applicant or Agent
VIM (Sandra Villal.obda) P. 01, Rox-1,058, CoaCfialla 'CA (760) 398-2651 x3532
r . • Name' of Applicant (please print) Business Address Telephone No.
€ I=II (Robert .Rodriguez) P:O. BOX 1058, Coachella; CA (7.60) 398--2651, X3509
Name of Contractor and Job Foreman ' Business Address Telephone No.
Contractor's License No. City Business License No.
e
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
2
Private
Pi r improvements: • 3/0 of estimated construction costs
Minor,'Improvement Permit —Class IV: See attached scheduleQ�
Inspection Fee $ I PERMIT VALIDATION .
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ - 140 F119
Receipt No.
Received by Date
Recorded by
PE RM IT'NO. 3904.
DATE APPROVED May 11," 2003
EXPIRATION DATE May 311 2004
DATE ISSUED,
U Administrative- Authority
.? WT let, Counter Techalcik Ili
Telephone: (760) 777-7075
t
NOTE: r'
With proper validation
this form constitutes an '
UINTA ,
' encroachment permit CITY OF LA Q-
APPLICATION FOR PERMIT =
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) e
For' the construction of public or private -curbs,, driveways, V pavements, sidewalks, -parking lots, sewers,•water mains -
-and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE-' S- 9 , 03Subdivision Improvement Permit -Class 111
• Minor Improvement Permit Class IV )X
LOCATION OF CONSTRUCTION -(:U F1PlG%/YJpn�Z�m� ayen ,l,(0,_)P dam?^ t
n
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
ro e o r ' Sketch (attach construction plans if appropriate)'
SCRIPTION OF CONSTRUCTION = -rjG -
deck renplef•P a-na i/ -/o" •Fire hp1,^arl>t insfalla orL�
DIMENSION OF INSTALLATION OR REMOVAL as needed —
SIZE OF EXCAVATION, IF NEEDED OL5 ee
APPROXIMATE TIME WHEN WORK WILL BEGIN 5jo3 r
APPROXIMATE TIME OF COMPLETION if O
ESTIMATED CONSTRUCTION COSTS 000- 00
(Including removal of all obstruction, materials, and debris; back filling, com•.. . ' -
i - 1. ti . 4 , . -
�pacuo1n.and:placing,•permanent,res_urfacing,;and/or e'placing improvements),
In consideration of the granting of this permit, the applicant hereby agrees to:, # ,
! Indemnify, defend and save the C.
its author ad agents. )officers. representatives and employees, harritless lrom and against 4any'and all
i' penalties, liabilities or loss resulting from claims or court action and.arising'out of any accident, loss.ordamage to persons Or propel
rty
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•four_1241.houlrs in.advance•of•the•time'wfier workwill`be started.
1 r Comply with ell applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of 4
r` La Duinta and to pay for any additional replacement necessary as the result of this work.
Ir t y r
Signature of Applicant or Agent
•_- _.
X �353a.
�Name`of Applicant (please print) - t. - Business Address
• -� - Y ! Telephone No.
l__o fir+ Ipncirioue7 PD lX /OSS? /'r»��P//��'Q,4ao2�G, �9s3 alo5l x 3508
Name of Contractor d Job Foreman, Business Address
' Telephone No.
Contractor's License No. r' City Business License No.
Applicant's Insurance Company
r Policy Number R
FEES: Subdivision. Improvement Permit - Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs'
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee $ '
Permit Fee
PERMIT~ VALIDATION
PERMIT NO. '
Penalty
Cash Deposit -Surety Bond., f DATE APPROVED
:• if required ,
EXPIRATION DATE !
TOTAL: $
Receipt No.
DATE ISSUED f w
• ',
By
Received by - Date Administrative Authority
Recorded by , t
TELEPHONE: (619):564-2246
.f-
r•-
.7JATEq � i: •••
1 �
�STRIC� t
COACH'ELLA VALLEY WATER DISTRICT
SANDRA VILLALOBOS i
Development Services Technician
P.O. Box 1058 (760) 398-2651
Coachella, CA 92236 Fax: (760) 398-3711 {
1.
2
3.
4.
In addition to the standard permit conditions; the following shall: apply:
Pursuant to. Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § L(part), 1982), all
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.
CVWD, hereinafter referred to as " Permittee", shall be responsible for -providing continuous dust and
erosion control.
Streets shall be kept clean. They shall be completely cleaned at the -end oPeach working day andmore
frequently if required.
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. Operation and maintenance
of equipment within.one-half mile of human.occupancy shall be performed only during the'following-
time periods:.
October 1 st to Apri130: Monday' -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 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 5.00 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permit.i e'shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894'if signal
operation at.the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 140 § 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 gas a result of work performed under this -permit.
7. Pursuant to Section 14.16.250 of the .La Quinta Municipal Code (Ordinance 10 § 1 (part); 49982),
advance warning 'signs and traffe.cont .61'shall be installed and maintained in accordance :with- Cal.
Trans Standards: or. the Work Area Traffic Control Handbook (WATCH Manual).. A traffic control
plan shall. be' prepared in accordance with the WATCH Manual. and submitted to the City for
review andapproval one (1) week prior .to starting any construction. It shall be the Per n'ittee's
responsibility to appropriately-detour-and.barricade all construction sites.
"Special Conditions Page 1 of 4
r
PERMIT 'NO.3904
CVWD
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 two-(2) travel lane of paved surface shall'be
maintained at all times.
8. 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.
9. Should additional' work, materials, or modifications of the work be required in order40 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.
10. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982);
backfi.11 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), except as otherwise�specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved-ib the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densifiedd-compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility..to:.provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during back. f 1] operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, 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.
B. Backfill materials shall be brought to or maintained at, an appropriate moisture --convent %r
compaction. The appropriate moisture content.range shall be established at the onset of:the
project and ensured prior to use of the materials through progress testing on the stockpiles.: .
C. The first length 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
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 oftr6nch, compaction-tests:shall be,
taken within the lifts to ensure that'. the full depth of the His compacted. Upon:satisfactory
completionthis portion eof trench, the City Inspector shall establish the maximum lift •thickness
to be compacted for the remainder of the project.
"Special Conditions Page 2 of-4
PERMIT NO.3904
CVWD
E. In subsequent lengths of trench, the. frequency of compaction tests shall equal one per each lift
of backfill, per. 300 linear feet of open trench, at randomly selected locations within the open
length oftrench.
F. The depth of the randomly selected compaction tests shall also be randomly selected. except that -
where multiple tests are required in a -.given length of trench, the tests, shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill ,(in the same length of open trench or
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. .
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of :all test
results shall.be furnished to the City Inspector.
11. 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.
12. All landscaping, irrigation, decorative rock,. decorative concrete,.lighting, etc., shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained -at all times.
14. Pursuant to Section 14.16.375 of the La Quinta, Municipal Code (Ordinance 10§ 1 (part), 19.82),
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 conditions:
A. 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 l" thicker than
existing of asphalt concrete over the.same existing thickness of -crashed aggregate base orcrushed
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 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.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max:iriedium
asphalt concrete as the base course lift and•a City approved''/z".max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement: -
Special Conditions Page 3 of 1
PERMT NO..3 04
CVWD
D. Cold -Milli and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjaceni.to the trench -saw cut shall be cold -milled to a depth of 0.1-0
feet with butt joint created next to theexisting. unmilled pavement surface: The°cold-milled area
and base asphalt concrete in the trench area -shall be overlaid with- a City' approved. C2-AR=4000 .
asphalt concrete mix. The width of the cold milling areashall be. as follows:
• For longitudinal trenches locatedin a parking lane: two (3) feet outside the sawcut removal
lines.-
0 For longitudinal trenches located in.a traffic lane: two (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is,greater.
• For transverse trenches across existing•street: two (2) -feet outside the "sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/W' 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 paving shall not be ;left
0.10' low in anticipation of grinding and capping:
F. Any existing lane striping or any existing -detour lane striping affected by this resurfacing shall
be replaced in kind by the Permittee; as directed by and to the satis'fAction of the City Engineer.
Affected traffic signal loops'shall be removed and replaced in kind. The finished pavement..
surface shall, be smooth, consistent, and shall conform to the surrounding grades.
15. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust; control treatment. Soil stabilization shall be .done
immediately after completing the operation.:
16. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 {part), 1982) the City
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 limitmay use.a
restricted street if making a delivery or pickup on the subject street, or if this'permit-specifically:grants
permission to use the street to deliver stree't,construction materials and/or equipment.
17. The City of La Quinta reserves the right to revoke, suspend or void this. permit at any time.
.18. The permittee shall indemnify, hold harmless and assume the defense of the City from all
damages, delay costs, costs or expenses in law. or equity that may ari-se�but of work under this.
permit.
Special Conditions Page 4.of 4.
City of La Quinta
The following -General and Special. Provisions are attached to and made a part of
Permit Number,3904
The -following shall always. apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within. the City of La Quinta's right of 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -Paying construction equipment shall notbe permitted to operate on any paved
surface unless fitted with smoother -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 operation 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 coat 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration -of the
project. The City shall be notified twenty-four hours (24) in advance.of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 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 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 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.
DE -WATER OPERTATIONS:.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 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 he must -close a street for any Length of.tirrie;
permittee shall contact this office to obtain the.necessary permission.
SPECIAL PROVISIONS
The.following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting
construction.
® R2 ' UTILITY CLEARANCE: (Substructures) Prior to making any,excavations 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 substructures.
•Damage to existing substructures resulting from operations conducted under this perrriitshall be the sole responsibility -of the
permittee."
R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this. •permit' until all utilities are clear of the
proposed work' site. The permittee shall notify all'concerned utility companies of the proposed work.
.0 R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement -shall be surfaced
with (" N/A " )(inches of A.C. paving placed on_(. " N/A ") inches of ( " N/A ".) aggregate sub -base course having an. .
`'R" value�of not less than (" N/A") and in conformance with the City of La Quinta, Road Improvement Standards and -
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete^curb shall be graded to a slope.of.
one-fourth'inch ('/;') to one foot (1')..
® R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and,profle and/or -grades as�established by
a licensed engineer. :
❑ . R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ":)•feet skull-.
.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. :
❑ 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 two and a half inches (2 Yd') of A:C. paving on (" N/A ") of class:(" N/A
aggregate base.
® R9 SIGHT .CLEARANCE: Sight Clearance.of six -hundred feet (600') in all directions shall be assured and ;maintained at all
times.
0,1110 SOIL.STERILIZER: The area to be "surfaced shall be treated with soil strerilizer..ftte of application shall comply with:the
manufacturer's specifications:
City of La Quinta
® R11 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 or City of La 0uinta 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 included shall be completely tied out so they may readily and correctly,
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. clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the -City (Under no circumstances shall excavating equipment -be
used to excavate prior to cutting or 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 sfiall be limited to one -thousand feet (1000') 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 and adequately consolidated backfill. Ant 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 on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate. methods may be, substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17 BACKFILL PLACEMENT: Backfill shall be applied in. layers of not more than fifty percent,(50%) of the total depth of the
trench before flooding or a maximum of five feet (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 placed so that the
resulting compaction shall not be less than ninety percent (90%) 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 continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one=
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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 Sections 6.3.001 of the Standard Specifications, Division of Highways,'State
of California,- dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After comp letion.of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-600 temporary paving shall be placed after .
a maximum of three -thousand linear feet (3000') or, 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 ( " N/A ") inches of A.0 surfacing placed on
a (" N/A ") inch (" N/A " ) aggregate base shall be placed no later than (" N/A " )-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 street to be excavated, such striping shall be replaced upon
completionof permanent repairs.
0 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 permitte 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 it becomes.
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 'ninety .percent •J90%)' or
equivalent tot 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 January1973.
6 - 6 - i - 1
SANTA CARMELITA UNIT No. 9 SANTA CARMELITA UNIT No. 14
1 CALLE 1 TAMPICO L.09.0
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SANTA CARMELITA UNIT No. 5 SANTA CARMELITA UNIT No. 12-----/
NOTE, THIS PLAT 1S A LOCATION AID AND NOT 70 SE USED rDR
- A SURVEY. THE IIFORRATION IS BELIEVED CORRECT BUT
LAST ACCOUNT NUMBERI SHOULD BE USED ONLY rap PRELIMINARY DESIGN
UPON REQUEST, AVAILABLE AS BUILT IWORMATION WILL BE
DELETED NUMBERSt SANTA CARMELITA UNITS No. 5,6,9,12, 14 rUPNITHrD rY THr nItTRIrT.
APPROVED,
12 DEC. 1990 DIRECTOR OF ENGINEERING .
g Y d o Account No. 0600014
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SANTA CARMELITA UNIT No. 5 SANTA CARMELITA UNIT No. 12—/
. NOTE. THIS PLAT 1S A LOCATION AID AND NOT TO PC USCD rDR
A LURVC Y. INC INrORMATION IS BELIEVED CORRECT BUT
LAST ACCOUNT riuMBERI - SHOMD x VSED ONLY rOR PRELIMINARY DESIGN.
UPON REQUEST, AVAILABLE AS BUILT IWORMATION WILL PC
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DIRECTOR OF ENGINEERING
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