4034r , y :L3
NOTE:
._,,,With proper validation
this form constitutes an
encroachment permit
CITY O'F . LA QU I NTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of.;public or private curbs, driveways, pavements, sidewalks, parking lots, , sewers, water mains
and other like public works improvements in connection, with MINOR IMPROVEMENTS,and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I
DATE: 11/14/03 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 50920 Cazlle Paloma
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 1—Gas Main / Service Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Open trench earth and
bore driveway *See attached special conditions*
DIMENSION OF INSTALLATION OR REMOVAL z12y x
---------------
SIZE OF EXCAVATION, IF NEEDED D �6 p ;
0 . .
APPROXIMATE TIME WHEN WORK WILL BEGIN DEC 11
203
APPROXIMATE TIME OF COMPLETION
ESTIMATEDCONSTRUC.TIONCOST$ Leaas than $$,000.00� CITY OF LAQUINTA
FINANCE DEPT.
(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:
q '
Indemnify,defend• 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 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 p4mit an( al applicable, rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this w rk
Al
Signature of A)plicant/j°°�AgJ t
A" Inc., 1.2-400 Vista Chino Rotad,, 1000 Palms., CA 9 76 (.760� 343-1180'
Name of Applicant (please print) Business Address q Telephone No:
ARB Taci a 72-400 Vista Chino l 644 •1060, PaIMSt CA . 92276 (760) 343»1180
Name of Contractor and Job Foreman Business Address Telephone No.
194079 566
Contractor's License No. City Business License No.
Zur.ichpAmerican ins. Co. GL03616089-01
Applicant's Insurance Company Policy Number
FEES: Subdivision'lmprovement Permit - Class II I
Public improvements: 3% of estimated construction costs „ ,.
Private improvements: 3% of estimated construction costs ��► b
Minor lmprove'ment Permit — Class IV: See attached schedule.-*
nn+�
4VJ4
Inspection Fee r $ PERMIT VALIDATION
Permit Fee 100.00 404•
PERMIT NO.
Penalty
Cash Deposit -Surety Bond '
if required
• $
TOTAL:
�R
Receipt No.
Received by u Date
Recorded by
DATE APPROVED' 12/9/03
EXPIRATION DATE `'12/31/04
DATE ISSUED'. P121 AI 1: DD
By,, . t l
Administrative Authority (
Telephone: (760) 777=7075
;.� a O
NOTE:
With proper, validation
this form constitutes an CITY OF LA QUINTA
I" encroachment permit t'
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT). �-
OP Tf16�
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 Imp vement Permit -Class III
ATE-/,//*`/q/�`a r rovement Permit Class IV
LOCATION OF C NSTRUCTION
(Street address of Description of Locetlon)
PURPOSE OF CONSTRUCTION V i� S ' ' r""'.y� Sketch (attach -construction plans if.appropriate)
DES IPTI OF•CO RU ION
DIMENSION OF INSTALLATION OR REMOVAL rI V '
SIZE OF EXCAVATION, IF NEEDED L
`�
'APPROXIMATE TIME WHEN WORK WILL BEGIN — )'
APPROXIMATE TIMEiOF COMPLETION —
ESTIMATED CONSTRUCTION,COST•$!Mr•- _
(Including removal of all obstruction, materials,'and debris, backflliing, com•.-'
paction and placing permanent resurfacing end/or replacing improvema
In consideration of the granting of this permit, the applicant he - rea to.
Indemnify,.defend'and save the City, its, authorized agents en,, r tatl ployees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or ct an ng ny accident, loss or damage to persons or property
happening or -occurring as a proximate result 'of n or nd)ken nder permit granted pursuant to this. application.
Notify the Adminlstrative.Authority at lea an -f r ( ou. dvence of the time when work- I be started.
Comply with all applicable City Ordinance th arm d ditlons of the It and all applicable nd regulatlons of the City of.
La. Qulnte and to pay for any additional re ac nt ry as the res f this work.
r. ���� '} Signatur
/4� -TYl 7oZ 0U. �%c 5 U�(.j vLp
f cant r go
�- c&vo ` 60 L l �.
Na rpe ofcant (please print) Business Addre Telephone No..
Name o ont actor an ob Foreman Business Address Telephone No.
.
6' � t
Contractor's Lic N
City Business License No.
`'
/ . / Lo
Applicant's Insurance Company
Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of'estimated construction costs
�� O
�%(� �i 7
Private improvements: 3% of estimated construction costs
[ SS l $ �i '—
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
PERMIT VALIDATION
Permit Fee
PERMIT NO.
Penalty
Cash Deposit -Surety -Bond
DATE APPROVED
if required
IOO. J J
EXPIRATION DATE
TOTAL: $'
DA I ED MARIO
Receipt No.
- Received by Date
By
•Administrative Authority
Recorded by
Telephone: (760) 777-7075
.
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PERMIT NO, 4034
50920 Calle Paloma/Gas Main and Service/Trench and Bore
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. ARB, Inc, hereinafter referred to as "Permittee", shall be responsible for providing. continuous dust and
erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
4. Pursuant to Section.6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work. site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
Xquipment within one-half mile of -human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
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.
5. ;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.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § l (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 underthis permit.
7. 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
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.
Special Conditions I I_ Page I of 3
PERMIT NO.4034
50920 Calle Paloma/Gas Main and Service/Trench and Bore .
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 (1) 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 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.
10. 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.
L
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 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 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.
B. Backfill materials eshall 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:
,
t
r
Special Conditions Page 2 of 3
PERMIT NO.4034
50920 Calle Paloma/Gas Main and Service/Trench and Bore
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
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. 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.
P. If any compaction test fails, previously placed backfill (in the same length of operf 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 landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
12. Access and egress to all local properties shall be maintained at all times.
13. 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.
14. 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.
15. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
16. 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.
Special Conditions Page 3 of 3
City. of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4034
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 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.
J
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 existingroad 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 (11") 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.
❑ 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 XV) 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.
Citv 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
'be
saturated material) which is encountered during excavation shall not be used for backfill, .but shall 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.
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FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF,TRANSPORTATION (CALTRANS)
NOTES 1: ALL TRAFFIC CONTROL•'DEMCES,
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tMANUAL`OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES'.. <'. , • t . ;, . r
2. TRAFFIC CONTROL SHOWN HEREIN'IS THE MINIMUMREQUIRED. ADDITIONAL TRAFFIC CONTROCMAY BE REQUIRED,TG FACILITATE:PUBLIC SAFETYAND' �cn Br ; �+ "-Data
TRAFFIC FLOW IF DEEMED, NECESSARY BY CITY OF LAQUINTA' REPRESENTATIVE: :+ 45
-'3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS; BARRICADES "AND DELINEATORS)AND MAINTAIN SAME IN'° ' P"Nmne - x:
*� ,,. Gas System;lmprovements
ACCORDANCE WITH TRAFFIC CONTROL P..,LANS:
" 4 CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE OF,CUT AND THE :. Prilnecentza�r *. Tr.mtr onUolCazroac0or "
NEAREST.TRAFFIC LANE: ora�: t +" ARB.Inc Tops N Barricades,. Ihc.
S.' ACCESS TOPRIVATE PROPERTY SHALL BEMAINTAINED AT.ALLTIMES; +-:''. ', . , ,. P PreperedBy r' . J::' easeeonSmltt�m
ONTROL SHALL BE IN PLACE DURING WORK HOURSONLY. AT END OF•THE WORK HOUR&; THE ROAD"SHALL BE CLEAR OF DEBRIS AND;"-'' (800)852 TOPS. Ron Fifield -, 'CALTRANS T-13
.�,' • 6.. THIS.TRAFFIC.CO , -
RETURNEDTONORMAL:: sneer k. Dare PemitNumber „
' NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE
1 = -. r 11 /24/03 ' To Be Issued on Approval
7. THIS IS ATYPICAL AS THE MAY E
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