4214NOTE:
With proper Validation
.this form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
a
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
DATE: 8/31/04
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Tnt.arqw.ct1nn nf Monrop StreL-t and Avenue 60
Cnra 1 not ion (TM 31681)
(Street address oe Description of Location)
PURPOSE OF CONSTRUCTION TTD r?ry t,ri l ft•,v inntAl i.atiarl, Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Tnratal 1. 511 Rrtl 6"
r•nnrf�i9 t _
DIMENSION OF INSTALLATION OR REMOVAL—ta^aAt
rrnoa�lncn AtxAA,
SIZE OF EXCAVATION, IF NEEDED 9— Aft xr Qft
.4
APPROXIMATE TIME WHEN WORK WILL BEGIN Q/7�nA
APPROXIMATE TIME OF COMPLETION LW7 /AA
'jESTIMATED CONSTRUCTION COST $ 26,300.00
,(Including removal of all obstruction, materials, and debris, backfilling, com-
rpaction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify,. defend, and save the City, its authorized agents, officers, representatives
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-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.
i
Signature of Applicant or Agent
D.H. Stashi. Inc.; 78880 `Ufa Melodia, La Quinta, CA 564-6236 (Hal Stashi)
Name of Applicant (please print) Business Address 861-5414 (cell) Telephone No.
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
701414 03147
Contractor's License No. City Business License No.
Admixal Insurance. Co. CA00000457604
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
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
Penalty
Cash Deposit -Surety Bond
if required
$ 900.00
$ 800.00
100.00*
TOTAL
Receipt No.
Received by _
Date
�L
4r.Llr
PERMIT VALIDATION
PERMIT NO. 4214
DATE APPROVED 9/1/04
EXPIRATION DATE 911105
DATE ISSUED
By
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
City of La Quinta
The following General and Special Provisions are -attached to and made a part of
Permit Number 4214
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 -laying construction equipment shall not be 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 contractor 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 Aetours 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 time,
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 - 7097 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 permit shall 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.
❑ 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 profile 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 shall
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.
S
❑ 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 '/2`) 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.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate 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 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 included shall be completely tied out so they may be 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 Engineer. (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 shall 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 completion 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-800 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) 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
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 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 (90%) 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 January 1973.
PERMIT NO.4214
IID Street Crossing/Dry Utilities/Tract No. 31681 (Ave 60 & Monroe)
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 § 1 (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.
2. D.H. Stashi, Inc, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 .§ 1, 1082), 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 April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m:
.6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9. a.m. and removed 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 altered in any way.
7. 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 City streets or facilities as a result of work performed under this permit.
8. 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 shall be prepared in accordance with the WATCH Manual and submitted to the City for
Special Conditions Page I of 4
PERMIT NO.4214
III) Street Crossing/Dry Utilities/Tract No. 31681 (Ave 60 & Monroe)
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour -and barricade all construction sites.
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 lanes of paved surface shall be
maintained 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.
I.I. 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 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 in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or othermeans shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection; onsite, at all
times.during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm. foundation is not encountered 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.
a,
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
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 -of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is.compacted. Upon satisfactory
Special Conditions Page 2 of 4
PERMIT NO: 4214
IID Street Crossing/Dry Utilities/Tract No. 31681 (Ave 60 & Monroe)
completion of this portion of trench, the City Inspector shall establish -the maximum lift thickness
to be compacted for the remainder, of the project.
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
of trench.
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.
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
t 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 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 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 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.
Special Conditions Page 3 of 4
PERMIT NO.4214
IID Street Crossing/Dry Utilities/Tract No. 31681 (Ave 60 & Monroe)
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the ,City prior to. its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation -located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing 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 area shall be as follows:
• For longitudinal trenches located .in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located "in a traffic lane: three (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 3/4" 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 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 satisfaction 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 ihe:surrounding grades.
16. 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.
17. 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 limit may 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 street construction materials and/or equipment.
18. The City of La Quinta reserves the right to revoke; suspend or void this permit at any time.
r .
19.- 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 arise out of work under this permit.
20. If it, is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions r Page 4 of 4
CONTRACTOR NOTES
1. INSTALLATON CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR
ALL REQUIRED AND/DR NECESSARY PERMITS AND FEES THAT MAY BE
IMPOSED BY CITY, COUNTY. DR STATE AGENCIES.
2. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR TO ESTABLISH
ALL GRADES (ROUGH AND FINAL). BENCH MARKS, PROPERTY CORNERS, TIES, FENCE
LINES, WAILS, PROPERTY LINES OR OTHER FIELD REFERENCES AS REQUIRED TO
INSTALL AND VERIFY THE INSTALLATION AND LOCATION OF POWER FACILITIES.
3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR
TO ESTABLISH THE LOCATION AND DEPTH OF ALL EXISTING POWER
SYSTEM FACILITIES AND FOREIGN SUBSTRUCTURES WITHIN THE WORK
AREA.THE CONTRACTOR SHALL AIM MAKE THE THE USA ONE CALL .
• AND KEEP THE ONE CALL TICKET UP TO DATE
4. THE INSTALLATION CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR
RESTORING TO TI'S FORMER CONDITION, AS NEARLY AS POSSIBLE, ALL
EXCAVATED AREAS OF THIS WORK AND COMPACT ALL SACKFILLS TO NOT
LESS THAN 90%. BACKFI i S AT STREET CROSSINGS ABOVE CONCRETE
ENCASEMENTS, SHALL BE NOT LESS THAN A 2 SACK SAND SLURRY FROM
TOP OF CONCRETE ENCASEMENT TO STREET SUB -GRADE CONCRFT17 ENC-"SF-
MENT OF CON0UfT5 AT STREET CROSSINGS SHALL BE 3000PSI. STRENGTH.
CONCRETE FOR ENCASEMENT OF POWER DUCTS FOR ALL OTHER -LOCATIONS
SHALL NOT BE LESS THAN 3 SACK-- 3/8' AGGREGATE (PEA GRAVEL) MIX.
S. THE TERM ENCASEMENT AS USED HEREIN, SHALL MEAN A 3' ENVELOPE
AROUND ALL SIDES OF ONE OR MORE DUCTS. DUCT SPACERS SHALL BE
REQUIRED BETWEEN CONDUITS AT NOT MORE THAN 6 FOOT INTERNALS.
6. ALL ENCASEMENT OF POWER DUCTS WILL REQUIRE AN AN SUE INSPECTOR
AT THE TIME OF ENCASEMENT (SEE NOTE 7 h B BELOW). COPY OF CONCRETE
TRIP TICKET TO BE GIVEN TO INSPECTOR. SEE DETAIL %5G, ON THE DETAILS
SHEET FOR CONDUIT CONFIGURATION SCHEDULE
7. THE INSTALLATION CONTRACTOR SHAD. MANDREL ALL CONDUIT RUNS TO
AND INCLUDING SERVICE DUCT, I.I.D. TD PROVIDE THE MANDREL AND
INSPECTOR. (INSPECTION SCHEDULES ARE SUBJECT TO A MINIMUM 48
HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY-(760) 398-5814.)
B. ALL I.I.D. POWER AND/OR COMMUNICATION SYSTEM INSTALLATIONS IN
JOINT TRENCH INCLUDING BUT NOT LIMITED 70; CONDUITS, VAULTS,
PULL BOXES, TRANSFORMER PADS, SERVICE BOXES, METER PEDESTALS,
ETC., WILL REQUIRE INSTALLATION INSPECTION BY I.I.D.
9. CONDUIT SHALL BE
Comm INDEX
CONDUIT STRAIGHT SWEEPS RM TX PADS SB:OMQNR,' METER
B SCH. 80
10. IN ALL DUCT RUNS,THE INSTALLATION CONTRACTOR TO FURNISH AND INSTALL
THE FOLLOWING:
mWlf6
,'A'30R
'I'mIDW
>
1
A
WE DVN 1:
A
A
A
1/4-
318'
1/2-
NOTES: 1) POLYESTERM 6SURIING PULLING
PECT RUN POITH ES ER ROPE WILL
RE 2) AFTER MANDREL IS COMPLETE A. MEASUREMENT ROPE MUST BE IN PLACE IN m
ALL DUCTS INTENDED FOR 3 PHASE CABLE ROPE MUST HAVE 1 FOOT MEASUREMENT
C EM D HA GTE; RA NG TAB 1 10.
WHERE A' EQUALS: 'A CONDUIT MEASURING TAPE PROVIDED BY ETHER -
1) CONDUX (BOO) 533-2007 3/8' DUPONT 'KEVLAR'
.2) PACIFIC STRAPPING (800) 787-0451 OR (310) 903-1214 PACSTRAP
POLYESTER MEASURING AND PULLING TAPE
11. CONDUIT SWEEPS IN DUCT RUNS SHALL NOT HAVE LESS THAN A
12'-6' HORIZONTAL RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. '
(SEE CURVE DATA TABLES ON PUNS FOR INDIVIDUAL REQUIREMENTS)
12. ALL 2' AND 3' SERVICE AND/OR SECONDARY CONDUIT RISERS WHICH
ENTER BUILDINGS, SERVICE PANELS, SECONDARY BOXES, TRANSFORMER
PADS, METER PEDESTALS,'ETC.. SHALL HAVE A 2'-0' MINIMUM ,
RADIUS.
13. .,ALL 3' AND 4-PRIMARY CONDUIT RISERS WHICH ETHER TRANSFORMER
PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS
AND POLE RISERS, SHALL HAVE A MINIMUM 3'-0' RADIUS FOR 3'
DUCT AND 4'-0' FOR 4' DUCT.
14. ALL 5' AND 6' PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER
PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS
AND POLE RISERS, SHALL HAVE A MINIMUM 5'-0' RADIUS FOR 5'
AND 6' DUCT.
15. ALL CONDUIT ENTERING TRANSFORMER PADS SHALL BE CUT OFF ZERO TO
1 INCH ,FROM ABOVE THE TOP OF THE PAD.
IS. ALL CONDUIT ENTERING SECONDARY PULLBOXFS OR SPLICE BOXES SHALL
BE CUT OFF 7 TO 9 INCHES ABOVE THE PEA GRAVEL..
17. STUBOUT DETAIL - SIDE VIEW - -
a • +' A' CAP
•• '�� R i. CAP
CAP
ALL CAPS ARE GLUED ONTO CONDUITS.
e
18. THE CONTRACTOR IS REQUIRED TO PROVIDE, AND INSTALL, A MINIMUM
_ OF TWO (2) COPPERWELD GROUND RODS, 5/8' BYIEIGHT FEET (8')
IN LENGTH, AT EACH PRIMARY PULL BOX, MANHOLE, VAULT. AND RISER
POLE A MINIMUM OF TWO (2) GROUND RODS, 5/8' BY TEN (10'1 IN
LENGTH ,WILL BE REQUIRED AND INSTALLED BY THE CONTRACTOR AT.
EACH TRANSFORMER PAD TO COMPLY WITH GENERAL ORDER 21.2A
19. CONTRACTOR IS RESPONSIBLE FOR PERMANENT AND WATERPROOF MARK-
INGS ON ALL INTERIOR VAULT KNOCKOUTS, ANY AND ALL CONDUITS,
CONDUIT RUNS, AND STUB -OUTS, WITH THE CONDUIT NUMBER CORRES-
PONDING TO THE NUMBER SHOWN ON THE PLANS.
20. SINGLE PHASE TRANSFORMER PADS INSTALLED ADJACENT TO ROADS
SHALL. HAVE THE PRIMARY CONDUITS INSTALLED TOWARD THE ROAD,
SECONDARY CONDUITS INSTALLED AWAY FROM THE ROAD.
21. CONTRACTOR SHALL SEAL DR GROUT AROUND SEAMS, UD SECTIONS,
AND DUCTS ENTERING VAULTS AND PULLBOXES TO PREVENT SOIL
AND WATER ENTERING AT JOINTS OR OPENINGS.
22. WHERE THE INTERNAL DIAMETER OF THE CONDUIT IS SMALLER THAN
THE DIAMETER OF THE OPENING IN THE VAULT WALL, THE REDUCT-
ION IN CONDUIT DIAMETER SHALL TAKE PLACE A MINIMUM OF TWO
FEET (2-) FROM THE EXTERNAL WALL OF THE VAULT.
• tVYI .
VAULT
CONDtM
SIDE VIEW .
23. CONTRACTOR/DEVELOPER SHALL KEEP ALL -DEBRIS AWAY FROM I.I.D.-S
TRANSFORMER PADS, PRIMARY VAULTS, PRIMARY PULL' BOXES h
SECONDARY PULL BOXES TO GIVE I.I.D. PERONEL ACCESS DURING '
DURATION OF THE PROJECT.
24. TRANSFORMER PADS, PULL BOXES, MANHOLES, VAULTSAND SWITCH PAD
INSTALLATIONS, SHALL BE INSTALLED 3' ABOVE FINAL GRADE (WHERE NOT
INSTALLED IN SIDEWALKS) AND FLUSH WITH FINAL SIDEWALK FOR THOSE
INSTALLATIONS. IN AREAS WITH SLOPING CONTOURS GREATER THAN 1/4' IN
TO THE FOOT, THE TOP EDGE SHALE BE SET AS SHOWN ON DETAIL SHEET
ABOVE HIGHEST POINT.OF SLOPE( IN NO CASE SHALL THERE BE MORE THAN
6' OF SLOPE IN 6 FEU OF HORIZONTAL MEASUREMENT.) SEE ALSO NOTE
#26, THIS SHEET.
25. SLOPE ELEVATIONS GREATER THAN THOSE DESCRIBED IN DEAL BELOW, MAY
REQUIRE RETAINING WALLS ON THREE SIDES, PER I.I.D. SAFETY AND
ELECTRICAL CLEARANCE REOUIREOMENTS. (3' IN HEIGHT PER 1 LINEAR _
FDOT REQUIRE RETAINING WALL).
SIDE VIEW
rl•
'.PAD./ VAULT '�iDRDUND LINE
28. CONTRACTOR/DEVELOPER SHALL. BE RESPONSIBLE TO PROVIDE A
RETAINING WALL AROUND DISTRICT FACILITIES WHERE APPLICABLE,
AS DESCRIBED IN DETAIL BELOW, PER I.I.D. -REQUIREMENTS. IF THE
SLOPE IS GREATER THAN WHAT IS DESCRIBED IN NOTE 25,
.A RETAINING WALL IS TO•BE INSTALLED. THE DRAWING SET -BACK
• ARE REQUIRED FOR DISTRICT PERSONNEL TO MAINTAIN AND OPERATE -
EQUIPMENT SAFELY. THE DISTRICT HAS THE FINAL DECISION WHERE
RUNNING WALL IS TO BE INSTALLED.-
. 4
NOTE: THE CHART BELOW WILL INDICATE THE SPACE AVAILABLE TO OPERATE
AND OR MANEUVER EQUIPMENT SAFELY. - -
TYPE OF STRUCTURE
W
-8'°
'°C`
8'
3
3
2
4' X C PRIIWTY W DBJM P'ULLBOX
S' X 9'-B' PRIMARY VAULT W1 w OUT CABINET
VARIES
NOTE: FDR ALL 10 a 30 7RMISFDWLEF1 WILL REQUITE ID DO THE REW" HALL
AT CENTER OF THE PAD.
.C� VARIES
HAY truce -
nvtm ®c
A -A tHAa:FACILITIID
Y iwo7T f A -A
7PAA},C HRac 7-A' I .
�1RP
r
ymES "m
IID
_
;;� 1 �
FACILITY
-GaE 6 IVfIG
SECTION A -A
^K ISPOE
SIDE VIEW
NITS
imperial Irrigation District
Coachella Valley.*.
Power Division
l
LA
PROJECT#
NETWORK#
C.S.P.#
CORAL OPTION
AVENUE - 60
QUINTA, CA. 92253
P-5545 CONTACT PERSON:
4016727 KRIS KING '
8606 408-1164
LFRAWING INDEX'
DWG NO.
DESCRIPTION
1
COVER SHEET
2
UNDERGROUND CONDUIT
3
TYPICAL DETAILS
4
TYPICAL DETAILS- -
—
.LEGEND—
SEE DETAIL SH DESCRIFfpN. SEE DETAIL SHEET
CC) PROPOSED RSER POLE ®s TRDCH SECIM DERAIL "
,A p M DOSC RSER POLE - ®a O PEED YAULT FNG175URE
tB rCD PROPOSED DDUBLE RSFR POLE ®a O Darm VAULT DcjD IRE
,. DOSTWC DDLIB E RSER POLE ❑D . PROPOSED SMIRCH EHCLOWK
® PROPO6FD PRDWTf PLUBOX p�yy •B DINING SMDfJI ENCtDSURE
10 DOSNC PRMQY PUUBOX ® PROPOSED 30 7RAISFORYLR PAD
S 3I L D PROPOSED IS TRVERW YER PAD ® D(SIINC 3/ 7RAW 0RM PAD
0 MOM 10 7RA16FDRIn PAD I,;d m MPOSM YEDIIRI FRIARY PULL80X
®i O PROPOSED SECDHMW PULL -BOO( RD EM7ING MEDIUM PRAM PILLBOX
ORSDNG SECONDARY PULL-DDX p PROPOSED MITER BOX
• R-R RISER TO RISER Dm71NG Im BDX
R-w RISER m WALL
. R-ES RIM m DID OF STLIB PROPOSE PRAM ro/oHm
CONDO
w-R WALL m RISEREXSTRIG RYIMMtt
W-W WALL TO MALL , PROPOSED SEMNDM' COMM
w-Ei wul m DO OF STUBPImPD® SERVICE CONDOOC/
7' �NDEESNIA sRFEI)
.27. THE DISTRICT WILL PROVIDE AN UNDERGROUND POWER INSPECTOR
DURING THE ACTUAL INSTALLATION OF CONDUIT AND VAULT SYSTEMS.
ANY REQUEST FOR INSPECTION ON A.PROJECT MUST BE SCHEDULED
WITH THE DISTRICT 24 HOURS PRIOR TO ACTUAL NEED. FAILURE
ON THE PART OF THE OWNER(S), DEVELOPER(S) OR CONTRACTOR,
TO SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY
PORTION OF THE LIGHTING OR UNDERGROUND POWER SYSTEMS,
MAY RESULT IN THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS.
PLEASE CONTACT INSPECTOR AT (760) 398-5814
28. CONTRACTORS/ DEVELOPERS TO RENEW PLANS AS SOON AS RECEIVED
FROM AID FOR POSSIBLE CONFLICTS OR PROBLEM ON LOCATIONS OF
AID STRUCTURES. ANY REVISIONS TO ORIGINAL IID DESIGN WILL REQUIRE
ADDITIONAL ENGINEERING TIME AND MIGHT CAUSE ADDITIONAL DELAYS
TO THE PROJECT.
Call: TOLL FREE
—800
422-4 33
TWO MINIONS) DAYS
RSPDIS YOU m
PROJECT. P-5545" NWHI4016727'
8608
.27. THE DISTRICT WILL PROVIDE AN UNDERGROUND POWER INSPECTOR
DURING THE ACTUAL INSTALLATION OF CONDUIT AND VAULT SYSTEMS.
ANY REQUEST FOR INSPECTION ON A.PROJECT MUST BE SCHEDULED
WITH THE DISTRICT 24 HOURS PRIOR TO ACTUAL NEED. FAILURE
ON THE PART OF THE OWNER(S), DEVELOPER(S) OR CONTRACTOR,
TO SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY
PORTION OF THE LIGHTING OR UNDERGROUND POWER SYSTEMS,
MAY RESULT IN THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS.
PLEASE CONTACT INSPECTOR AT (760) 398-5814
28. CONTRACTORS/ DEVELOPERS TO RENEW PLANS AS SOON AS RECEIVED
FROM AID FOR POSSIBLE CONFLICTS OR PROBLEM ON LOCATIONS OF
AID STRUCTURES. ANY REVISIONS TO ORIGINAL IID DESIGN WILL REQUIRE
ADDITIONAL ENGINEERING TIME AND MIGHT CAUSE ADDITIONAL DELAYS
TO THE PROJECT.
Call: TOLL FREE
—800
422-4 33
TWO MINIONS) DAYS
RSPDIS YOU m
PROJECT. P-5545" NWHI4016727'
8608
i l ►
1600A PANEL
e
� 277 480V 30
337 j' � 64 110' � !
335 j
3;54 S
i' U11122703P.
� 2 280'-
�j
•`tom--'" 3:t(1 - t ;
t± i
-
if
!.
i
E-4
CONDUIT NOTES.
INSTALL 6-4" CND.
PER
SHOWN
LENGTH.
S
Iifi
INSTALL 1-4' CND.
PER
SHOWN
LENGTH.
'i II
I2u •' i ; .V �;
Itl
w
2�
INSTALL 2=5" CND.
PER
SHOWN
LENGTH.
Q6
INSTALL 3-6" CND.
PER
SHOWN
LENGTH.,
i %' �• I
329 �i j I i
lili
F+i
- - ------------- i�! ;! I
'; 330
'ill' I'
CURVE DATA TABLE
#
RADIUS
<
LENGTH
R5
25.0'.
90-
39.26'
f26
25.0'
45'
19:63'
a . TRENCHING NOTE,
.333 ; . % I n - 0
TYPICAL: 7'. FROM FACE OF CURB
TO CENTER OF TRENCH.
UNLESS OTHERWISE NOTED.
2 70 ` ( _
` •'• i %, .''.% .� ' III i i!
fill I If I
36 135'
j ..
ZR• it I: -�__ _ — -
UN1122702P m UN1122701H
t14 17 Y A V E. 6 O,
UN1088109V ° UN1088115V
LOT 2B ` LOT 2: ( I 2 L. 3 j w ._ _ ; LOT 3i. L fT 20 { LOT 19 L07 1 LOT i', !07 1E LOT 1E i LOT 14.
—_j
\ � \ •� , ,��\ � 1 � ;i .� L•�—� i , � � �' I .:,,. f--r ti w, ± I o � I =� i ,� ± a.. •� � ! .� ,.� + I � j I o,�.� {�—_—_t•_�� � � �— w_,.--! `: � �i j -
---------------
fa
`� �`� 7_ `��l l � °_=•�• i ; �'_' � _ i . � I i I �. i I� � � L_-�--: j � -.��` l ! i 1 j ± ' ' 7 __ ' i ' / / �^ I _
. • `'\\\ yJ� i' � I' °' j---a-..= 1 � I ' ! 1 I b� !' 1 \.`. //� P I' �j i - I- � 1 •
;
i.. i SCALD 1"-100'
I
- T.6, R7, Sec.27
PRodECT: P-5545 NW 4016727 S.P.# 8608 .SHEET 2 OF 4
REVISION CHART IMPERIAL IRRIGATION DISTRICT
DATe REV. BY: DESCRIP110N IMPERM, CA.
Call: TOLL FREE COAC VALLEYf0
1-B00 'UNDERGROUND 'DISTRIBUTIONLO
µ _ a 422-41.33 v�hin CORALfor u�
'OPTION I
• - TWO WORKING DAYS q AVENUE 60
eEFORE YOU DtO `wa COONDUAf CA LAYOUT
2253
Li
SI ' SANDOV PARTIDA DATE
'd. RILLOWA DA a 3 D4 ECKED BY: APPROVED:
Pe %r,^,��
N
MADISON ST.
C-18 w _(�_ e
paoao i S
D vpw. Q�Q NO SCALE
500 F bib: CORAL MOUNTAIN SITE W-1 can C-,
n C-18
p ' ,.'
p . ' Rw
C-17 w C-30 / `DETOUR BRED mmr
to (�n ca,eraucn
nn'■ 600 FT A' i 25 ! r►
Y._ BRED m ? /L/ANE'�.
FT USE
p o 25 /j ``CLOSED () LEFT TURN LANE) AVAILABLE R .
MEAD -'
� ♦C%/ _If� lF +
J
1
iso
350 FT ilp -� AVE. 60
-- Iff�:. , Cam=
' ,-` r ,v��J �r..������v�r���c.���-c.�c�•c�c�•���� r�v�o�+v��aooa�r�
TO MONROE ST>
sit 4
KEEP
SKEEP W� C-:1 7 R16N -
/
RIGHT 25 , '
SHEY HOMES c-18
CONST. ENTRANCE MAIN ENTRANCE
CONDTRUCTIO
AHEAD ►
TO TRILOGY
,
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 2003 AND THE 2003 M.U.TC.D. Acmwd By bats SMdUma
CALIFORNIA SUPPLEMENT. 55
2. -TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF
`�, DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. Dry Utilities for Coral Mountian
. 3.'• THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH John G ffln Const. Tops N Barric-ftadewfts _
TRAFFIC CONTROL PLANS. - 4!'CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Ph"(00)852-TOPS Ron Fifield CALTFtANS S 11
.5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6.'THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL. ShW ftmbw DO Pena 1 Of 3 3/12/05 To Be Issued on Approval 7. THIS IS A TYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE.
MADISON ST.
SHEY HOMES
CONST. ENTRANCE TO TRILOGY
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES .UM T.C.D.) 2003 AND THE 2003 M.U.T.C.D
CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.
7. THIS IS A TYPICALAS THE CLOSURE MAY NEED TO MOVE FURTHERALONG THE ROAD OR TO THE OPPOSITE SIDE.
N
w�e
55
Dry Utilities for Coral Mountian
JohnGriffin Rn Const. Tops N Barricades, Inc.
(800)852-TOPS Ron Fifield CALTRANS T-11
Shm NumbefDate PwrdtNWnbel
2 of 3 3/12/05 To Be Issued on Approval
MADISON ST. N
Wig
SHEY HOMES MAIN ENTKANU
CONST. ENTRANCE TO TRILOGY
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M U TC D) 2003 AND THE 2003 M U TC D
CALIFORNIA SUPPLEMENT .
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.
7. THIS IS A TYPICAL AS THE CLOSURE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE.
55
Dry Utilities for Coral Mountian
-
G John Const. Tops N Barricades, Inc.
Phm Prepared By Bend on SYamf&V
(800)852-TOPS Ron Fifield CALTRANS T-11
ber Date P&Td motor
3 of 3 3/12/05 To Be Issued on Approval