9006rSee below for Finance Revenue Codes
T4tyl 4
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
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
Minor Improvement Permit - Class IV
DATE: 1/20/2009
LOCATION OF CONSTRUCTION: HWY 111, East of Jefferson
PURPOSE OF CONSTRUCTION: HWY 111 Bridge Widening and Street Improvements with the City of Indio
DESCRIPTION OF CONSTRUCTION: On La Quinta Side Only Minor Traffic Control
DIMENSION OF INSTALLATION OR REMOVAL: N/A
APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/15/2009 TIME OF COMPLETION: 8/30/2009
ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and
Febrts,.ac fling, compaction and placing
permanent resurfacing and/or replacing improvements) J '
COMMENTS
In consideration of the granting of this permit, the applicant hereby agrees to:
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 occuring 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 at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
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.
�J�/.
Signature of Appli t or Agent
City of Indio - Tom Raferty 41790 Jackson Street, Indio, CA 92203
Name of Applicant Business Address
KIP Incorporated
Name of Contractor and Job Foreman
344224(A)
Contractor's License Number
Old Republic General Insurance Company
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
760-391-4079
Telephone No
25740 Washington Ave, Murrieta, CA 92562 951-757-4822 951-698-7890
Business Address Telephone No.
105482
City Business License No
A1CG92710800
Finance Revenue Code
Inspection Fee E_1
$0.00
Permit Fee E_1
$0.00 .
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, E_B
$0.00
if required
TOTAL
$0.00
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER; 9006
DATE ISSUED: y
EXPIRATI DATE:
BY:
WORK INSPEC D BY*:
PERMIT COMPLETION DATE*:
* If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
L�
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 9006
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.
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.
❑ 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 ''Y2") 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.
4
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 (6) 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. 9006
City of Indio / Temporary Traffic Control Only for Hwy 111 Bridge Widening /
Highway 111 E/O Jefferson
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 § 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. City of Indio (Lupe Espinoza) and HIP Incorporated (Todd Voigts) , hereinafter referred to as
"Permittee", shall be responsible for providing continuous dust and erosion control.
4. The permittee must maintain proper stopping and sight distances for the vehicular traffic users using the
public right of way. Also, existing pedestrian and bicycle traffic shall not be impeded in anyway.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6.. 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 April 30: 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m.
7. 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is
to be altered in any way.
8. 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.
Special Conditions Page l of 3
PERMIT NO. 9006
City of Indio / Temporary Traffic Control Only for Hwy 111 Bridge Widening /
Highway 111 E/O Jefferson
9. 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 the
Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition. A traffic control plan shall be
prepared in accordance with the MUTCD and submitted to the City for review and approval
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.
10. 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.
11. 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.
12. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As
such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow
up improvement plan requirements as required by the city or existing errors & omissions by the
architect or engineer of record.
13. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is
being encroached upon.
14. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
16. Access and egress to all local properties shall be maintained at all times.
Special Conditions
Page 2 of 3
PERMIT NO. 9006
City of Indio / Temporary Traffic Control Only for Hwy 111 Bridge Widening /
Highway 111 E/O Jefferson
17. . 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.
18. 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.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. 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
Date: 1-12-09
Tx 4 6 (4P'Qde6
PUBLIC WORKS DEPARTMENT
APPLI.CATION FOR PERMIT
Tract No: r.Project Name: Hwy 111 Bridge Widening
Vicinity: Ea9t of Jefferson
Purpose of Construction (Ex: Rough Grading; Offsite.Street.etc.)
Street Improvements, Bridge Widening of wy
Descripti(o/fin) of 1Cons(ttrruction (Ex: S�,�1e Plan Set. No. 01234)
Dimension of Installation or Removal:
Approximate Construction Start Date: l'-15-09
Approximate Construction Completion Date: — —
Estimated. Construction Cost: $ 0 LA
Estimated ConstiuctionCost shall include the rernoval ofidl obstructions, materials, and debris, back-fillingcompaction and
placing perrnanebt,resurfacing and or replacing :improvements
Contact Name:. Mike Kennedy / f Phone Number: (951) 757-482
Name of Applicant/Owner: KIP., Incorporated
Applicant Address: 25740 Washington Ave'. , Murrieta, CA 92562
Applicant Telephone Number. (9 51) 698'-78-90
Name of Contractor: KIP, Incorporated•
Contractor Address: 25740 Washington Ave., Murrieta, CA 92562
Contractor Telephone Number: (9 51) -
Contractor State License Number, 344224 (A )
Contractor City Business. License Number: !,%'0f5qZj
10- A COPY OF THE CURRENTINSURANCF CERTIFICATEMUSTBE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Old Republic General Insurance.Comoanv
Applicant or. Contractor General Liability Insurance Policy Number:
AlCG92710800
Oftice.ose.Only.
Inspection Fee:
Fe -T wt Fee: 1 ✓ ]�
As -Built
Deposit:
Dust Control
Deposit:
Credit'
>Arnount:---- - ..n...
TOTAL FEE Urty N Fe e
Office Use Only:
Assigned PennitNumber: 1 �v
Approval Date:
Expiration
Date:
Issue
Date:
ti1-949
NO
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Q&vu K.UA-u VVQ
G20-2
........... . ...
TYPE. IV R R(4 TOTS �09 �W
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NOTE: TO BE- POSTED
JUST FAST
OF DEPOT
D
RIVE ON HWY I 11
............. . ......
..........
U."
......
...... . ....
Out
r fe% 4
W20-1
ro,
RV (S-PIj
. . .......... . .......
16 TES
rices shall lir: in a-cord
ance with the Wait Area Trarfj
on (2006). contra"t Han&
n herein is the minimu-M required-Additio.nal trajTg,_ Ontrolni,�qy be f
'Wic ftwwde'em,ed n0ce'ssar� by the Engineer and'lar Inspector. e,
lin -emergency i��'�ets 6t,111 times.
plated pr asphalt patched at the end- of each working day,
istablished �W erviergencies and . at the boihning.-and end of each ek,,cq
)0 a.rnjo 4:40 p.m.
:tired against wind,
I in plam unfil:the completion: of each phase.
. ............
....... .... . ............... ... _.
MAINTAIN 20' OUTSIDE LA
-LEAST 70, WHENEVER"Po
. .....G20 -2I...... _
.
......... . ... . ......... ................ .. ....
PORTABLEDEL11
-WHITE REFLECT
SPACED @ 20' 0.
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:(36 MPH)
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NIO.
SIGN CODE PANEL SIZE (in) SIGN MESSAGE
S I 03N S
W20-1 36 X 36 ROAD WORK AHEAD
am 6 W 8'%W'NW 5,0 a sm T.�'w if
AN=
SIGN CODE
PANEL SIZE (in)
SIGN MESSAGE
NO. OF
BARRICADE TYPE
NO. OF
SIGNS
R61 (SPECIAL)
48X 45
(TWO LANES) RIGHT TURN ONLY (SYMBOL)
J.
C30 (CA)
L
am 6 W 8'%W'NW 5,0 a sm T.�'w if
AN=
CONSTRUCTION
48
R
-I-TFRAME 2" FRAME 3 F
.. . . . ......... 11CMS
� ......................... _
TOTAL 8
W4-2 (R) 36 X 36 RIGHT LANE CLOSED AHEAD (SYMBOL) -1
WORK SPEED LIMIT 35 MPH
C17 (CA) 24 X 24 NOTE: TO BE POSTED CONTINUOUSLY FROM BEGINNING OF CONSTRUCtION TO
J END OF CONSTRUCTION
G20-2 36 X 18
END ROAD WORK . ...... . ..... . ..... . .... .......
MA NTAIN 20'OUTSIDE LANE FOR AT MEAR MARKET TO BE . ................ ........
PARKING LOT FOR
. . ....... .
LEAST 70'WI4ENEVER POSSIBLE ..RESTRIPED AND MAINTAINED PER DETAIL
....... .... ........ . .. . . ...... ....... .... . ...... . . ... ...... - ------
BELOW -'RIGHT C.`- ENTRY AGREEMENT"
FG20-2
. ...... .. . .
0 -FACE MOUNTED)
WHITE REFLECTIVE
SPACED @ 20� O.C.
TWO TYPE 11 BARRICADES
biffb"TEMPORAQY
CHANNELIZERS (SUkFACE MOUNTED) COO
RAILING (TYPE ;0 WITH TWO C30 (CA) - CLOSE
WHITE REFLECTIVE - — -----
PORTABLE DELINEATO
RS SIDEWALK ON NORTH SIDE
0 1 -...WHITE REFLECTIVE SPACED @ 20,
0 ......... ... TEMPORARYCRASH
!SPACED @ 20'0.G.
PROPOSED CUSHION (ARRAY TS 11)
NG AMOW
2 FLASHI'
'IMPROVEMENTS PER CALTRANS
SIGN
STANDARD PLAN NO. T2
TYPE It BARRICADE
TYPE IV RROW-:-,% WIT1,11 ONE C30 (CA)
C17 (CA)
(4
(35 MPH)
-7
Pcms�
NOTE: TO BE POSTED
JUST FAST OF DEPOT
DRIVE ON HWY I I I ...................
A C17 (CA) Cg,
3
'(35 MPH)"; __NUTEMPORAY Uj
j
RAILING (TYF
-k. .1 --1 W.— i—
U7
HIGHWAY I I 1 0
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W20-1 POINT
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- - - - -------- -
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a Cr 00411 bcki :PO1
TEMPORARY
It. G20-2
RAILING (TYPE K) END TEMPORARY
'PROPOSED RAILING (TYPE K)
iMPROVEMENTIS
'017 (CA) NOTE: THE MOST WESTERLY DRIVEWAY
J35 MPH) TOF THE SHIELDS DATE GARDENSHALL BE T44C - 6r& V- i4l C-Lp V6 A- Y.
CLOSED. COORDINATE WITH SHIELDS DATE GARDEN.
..... . . . .........
eHA_N1 ... . .........
NELIZERS (SURFACE MOUNTED)
WHITE REFLECTIVE
AI
-211 ISPACED @ 20'O.C.
JV
Soo 3
f
"R
...... . . .... . . .
R (SPECIA N
116 1 (SP
W C17 (CA), W4-2 (R) W2G-5 (R) W20-1
(35 MPH)'
C6 (" 6 -A)'
PCNIS
(35 MPH)
jR FFLC —CONTROL NOTES
NO `TE* TO BE POSTED
SOIiT EAST OF MADISON
. .. . ....... ........ — - -----
I All traffic control devices shaI be in a -,�-ordance with the Wor%, Area Traffin Contrcil. Randbo x%, C14VATCH
Manual"), tenth edition (2006).
2. Traffic Control shown herein is the minimum required. Additionaltuz-Affic control may be reqL ired tofa 'ke .. ... . ...........
6
W
ry
public safety and traffic flow If deemed necessa 4 by the Engineer endfor Ins. ector. U. I
3. Contractor to maintain emergency access at all times. LI
W +
4. Trenches to be steel plated orasp�alt patched at the end of each workin day.
5. Local access to be established for emergencies and at the b0qhin'sng end end of each wor ingday.
Iz
a
6. Work hours to be 7:00 a.m. to 4:00 p.m. fir
4 Ira
7. All signage to be secured against windi PORTABLE DELINEATORS
lon of each phase.
8. All signage to remain in place unfit the completi WHITE REFLECTIVE 10+00 fn
HIGH1 t" I I I
SPACED
,,L *JEFFEF,141SON Srl**,�
. ..... . @ 20'0.C.
W 0
Z,Z
............
GM
ASPH
CI
CONC
UNDER CONSTRUCTION
SR—'111
LIJ THIS STAGE
W
ASPH
TEMPORARY CRASH CUS
CONC ASPH
TEMPORARY RAIUNG (TYPE:K)
TEMPORARY LANE STRIPING:
+ CHANNELIZERS (SURFACE MOUNTED)
a A TEMPORARY BARRICADE (TYPE 11)
Alo A-4
ekrV M
CONSTRUCTION AREA SIGN
4*V*M
Park y Sf
C�
'514dit �M9 TRAFFIC DIRECTION
40 0 3 1
112,1)6
4141r_ 0Xy TRAFFIC STRIPING REFERS TO DETAIL
SCAM I *CW ON CALTRANs STANDARDS NO, A20 A
TYR PARIMIG WHIC ISCAM
C .......... .....
STAU D L . . ......
C"' 3:Tte. eemW
b
0
\Z eortUe a�vd 5�% C, (t S;
4ror 1 /6 tejs� cwl,
I A
J> 140. 418311
Epp, 3/31/10
ACCOM
V
or
=VUA=e= 'GH%
F-3 NAY I I I BRIDGE WIDENING
AND RELATED IMPROVEMENTS
in ftfftmm
MWAY I I I BPJDGE VvIMNMG
MD REIATED IMPROVENENTS
EAST OF JEFFERSON STREET,
r APNWMIM
IRIGHT W*.NMYAM19MQW
-NF'
WHIM W STAGE CONSTRUCTION
DAM
KIP INCORPORATED
GV. ................
'OF I
DRAWING SHEET I
L
A
H
G
P E VW
A�4
�z
L
ZIGN CODE,
PANEL SIZE (in)
SIGN MESSAGE
BARRICADE TYPE
NO. OF
SIGNS
J.
C30 (CA)
L
30 X 30
LANE CLOSED
TYPE 11
3
CONSTRUCTION
48
R
-I-TFRAME 2" FRAME 3 F
.. . . . ......... 11CMS
� ......................... _
TOTAL 8
W4-2 (R) 36 X 36 RIGHT LANE CLOSED AHEAD (SYMBOL) -1
WORK SPEED LIMIT 35 MPH
C17 (CA) 24 X 24 NOTE: TO BE POSTED CONTINUOUSLY FROM BEGINNING OF CONSTRUCtION TO
J END OF CONSTRUCTION
G20-2 36 X 18
END ROAD WORK . ...... . ..... . ..... . .... .......
MA NTAIN 20'OUTSIDE LANE FOR AT MEAR MARKET TO BE . ................ ........
PARKING LOT FOR
. . ....... .
LEAST 70'WI4ENEVER POSSIBLE ..RESTRIPED AND MAINTAINED PER DETAIL
....... .... ........ . .. . . ...... ....... .... . ...... . . ... ...... - ------
BELOW -'RIGHT C.`- ENTRY AGREEMENT"
FG20-2
. ...... .. . .
0 -FACE MOUNTED)
WHITE REFLECTIVE
SPACED @ 20� O.C.
TWO TYPE 11 BARRICADES
biffb"TEMPORAQY
CHANNELIZERS (SUkFACE MOUNTED) COO
RAILING (TYPE ;0 WITH TWO C30 (CA) - CLOSE
WHITE REFLECTIVE - — -----
PORTABLE DELINEATO
RS SIDEWALK ON NORTH SIDE
0 1 -...WHITE REFLECTIVE SPACED @ 20,
0 ......... ... TEMPORARYCRASH
!SPACED @ 20'0.G.
PROPOSED CUSHION (ARRAY TS 11)
NG AMOW
2 FLASHI'
'IMPROVEMENTS PER CALTRANS
SIGN
STANDARD PLAN NO. T2
TYPE It BARRICADE
TYPE IV RROW-:-,% WIT1,11 ONE C30 (CA)
C17 (CA)
(4
(35 MPH)
-7
Pcms�
NOTE: TO BE POSTED
JUST FAST OF DEPOT
DRIVE ON HWY I I I ...................
A C17 (CA) Cg,
3
'(35 MPH)"; __NUTEMPORAY Uj
j
RAILING (TYF
-k. .1 --1 W.— i—
U7
HIGHWAY I I 1 0
_j
2:
119" C:C>
"HVq I I
j
UJI
X
OPT
or 0I
0or
zj
X(
.40
ANGLE
SPACEDIDIA-M. .
W20-1 POINT
ea S
- - - - -------- -
'NT
a Cr 00411 bcki :PO1
TEMPORARY
It. G20-2
RAILING (TYPE K) END TEMPORARY
'PROPOSED RAILING (TYPE K)
iMPROVEMENTIS
'017 (CA) NOTE: THE MOST WESTERLY DRIVEWAY
J35 MPH) TOF THE SHIELDS DATE GARDENSHALL BE T44C - 6r& V- i4l C-Lp V6 A- Y.
CLOSED. COORDINATE WITH SHIELDS DATE GARDEN.
..... . . . .........
eHA_N1 ... . .........
NELIZERS (SURFACE MOUNTED)
WHITE REFLECTIVE
AI
-211 ISPACED @ 20'O.C.
JV
Soo 3
f
"R
...... . . .... . . .
R (SPECIA N
116 1 (SP
W C17 (CA), W4-2 (R) W2G-5 (R) W20-1
(35 MPH)'
C6 (" 6 -A)'
PCNIS
(35 MPH)
jR FFLC —CONTROL NOTES
NO `TE* TO BE POSTED
SOIiT EAST OF MADISON
. .. . ....... ........ — - -----
I All traffic control devices shaI be in a -,�-ordance with the Wor%, Area Traffin Contrcil. Randbo x%, C14VATCH
Manual"), tenth edition (2006).
2. Traffic Control shown herein is the minimum required. Additionaltuz-Affic control may be reqL ired tofa 'ke .. ... . ...........
6
W
ry
public safety and traffic flow If deemed necessa 4 by the Engineer endfor Ins. ector. U. I
3. Contractor to maintain emergency access at all times. LI
W +
4. Trenches to be steel plated orasp�alt patched at the end of each workin day.
5. Local access to be established for emergencies and at the b0qhin'sng end end of each wor ingday.
Iz
a
6. Work hours to be 7:00 a.m. to 4:00 p.m. fir
4 Ira
7. All signage to be secured against windi PORTABLE DELINEATORS
lon of each phase.
8. All signage to remain in place unfit the completi WHITE REFLECTIVE 10+00 fn
HIGH1 t" I I I
SPACED
,,L *JEFFEF,141SON Srl**,�
. ..... . @ 20'0.C.
W 0
Z,Z
............
GM
ASPH
CI
CONC
UNDER CONSTRUCTION
SR—'111
LIJ THIS STAGE
W
ASPH
TEMPORARY CRASH CUS
CONC ASPH
TEMPORARY RAIUNG (TYPE:K)
TEMPORARY LANE STRIPING:
+ CHANNELIZERS (SURFACE MOUNTED)
a A TEMPORARY BARRICADE (TYPE 11)
Alo A-4
ekrV M
CONSTRUCTION AREA SIGN
4*V*M
Park y Sf
C�
'514dit �M9 TRAFFIC DIRECTION
40 0 3 1
112,1)6
4141r_ 0Xy TRAFFIC STRIPING REFERS TO DETAIL
SCAM I *CW ON CALTRANs STANDARDS NO, A20 A
TYR PARIMIG WHIC ISCAM
C .......... .....
STAU D L . . ......
C"' 3:Tte. eemW
b
0
\Z eortUe a�vd 5�% C, (t S;
4ror 1 /6 tejs� cwl,
I A
J> 140. 418311
Epp, 3/31/10
ACCOM
V
or
=VUA=e= 'GH%
F-3 NAY I I I BRIDGE WIDENING
AND RELATED IMPROVEMENTS
in ftfftmm
MWAY I I I BPJDGE VvIMNMG
MD REIATED IMPROVENENTS
EAST OF JEFFERSON STREET,
r APNWMIM
IRIGHT W*.NMYAM19MQW
-NF'
WHIM W STAGE CONSTRUCTION
DAM
KIP INCORPORATED
GV. ................
'OF I
DRAWING SHEET I
L
A
H
G
P E VW
A�4
�z
L