2556Y - r
NOTE.: � r '
__i., With proper validation
'}_rthisA,Ioconstitutes an' CITY OF LA QUINTA
117 encroachment permit;
•,-,� APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
r } 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
• - y
Subdivision Improvement Permit = Class III
f' DATE: lIwelOibet 13, 1"6 • Minor Improvement Permit Class IV
LOCATION•OF CONSTRUCTION J*fffkiC**I St.. Arts. 50 & Avee 52
(Street address or Description of Location) e
PURPOSE OF CONSTRUCTION 101 IMM14 144tlVAI R*Ad FAC4 Sketch (attach construction plans'if appropriate)
DESCRIPTION'OF CONSTRUCTION, SHS A'>CTACM COMITI0N9
DIMENSION OF INSTALLATION'OR REMOVAL ,8:s' Ci%ftia
oixtaral o ulke IT WILL BL THE AMTWT'I►Sg USFON—
r-.. r $IBiLI y TO mics SIC COI9TROL
SIZE OF EXCAVATION, IF NEEDED >EtQtITPXW AND PROMIN TRAFFIC COVML.
;+ 'APPROXIMATE TIME WHEN WORK.WILL BEGIN I1100 A-011- - -'y'" -CO ?L no.
rAPPROXIMATE TIME OF COMPLETION 10430 .yu
ESTIMATED. CONSTRUCTION COST-$'
I(Including removal of all obstruction;.materials' and debris, backfilling, com-
paction
om paction and placing permanent resurfacing and/or, replacing improvements)
In consideration .'of -the granting of•,this permit, the applicant hereby agrees to: -
t Indemnify,.defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against,any;and'all. g'
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 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 co iditions•of the permit and all applicable rulesand regulations of the City'of •' - t
La Quinta and to.pay for any additional replacement necessary as thRe,result of this work.
„ Signature'of Applicant or)Agent '
O i> Isw Vw1 1,1 ^v itwauaAt!j ij t it Pwr'k ftissr*tnt 4 iR71 'ClItwtc»t ot., Trihia,.. CA 92,2011' i
Name of Applicant (please print). Business Address Telephone No.#
�� i,w>rtrh MrYt�►li.�w>n"h / ��,��+�-ia Aviv � Mntr>>~y Ai+l+m3re � y� -
Name of-0Contractor'and Job Foreman CBusiness Address 'Telephone No.
Contractor's License No. - ' , City Business License No.'
•C,+af�r,Mlir� I;nfitn�xnrl~A ��: - 'ii'�9(SC>l3Ab �""r`• _ .
Applicant's Insurance Company Policy'Number
FEES: 'Subdivision Improvement Permit— Class II I
Public, improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs ,1 Nov2$ 199
k Minor Improvement Permit — Class IV: See attached schedule � V
Inspection Fee $ -0- PERMIT VALII�A '
Permit Fee 10. 3SS6
PERMIT NO.
Penalty DATE APPROVED 11/14/96 )
Cash Deposit -Surety Bond
if required EXPIRATION DATE 12/9/96
TOTAL: " $ 10• DATE ISSUED 11//%11�'✓✓'4''//�96
Receipt No.
By
Received by Date r " Administrative Authority
Recorded by Telephone: (619) 777-7075
NOTE:
With oiooer ralidauon
this form cont mna an
4-43 afr+nrm otrmn CITY OF LA QUINTA
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For .me aowstvowM of public or Orfreu curet. drirewsM Oar MOM. • tideweiks. O kuq lot. temp. were Mwo
And other like public wefkt intaeremom in connection wttlt MINOR IMPROVEMENTS and APPROVED SU8DIVISIOM
.,r..—
11-13-96 Stnbdhriaiott Irttpforewam PtntnR — Ctata III
GATE: )Ai�nerIV
Cans
LOCATION OF CONSTRUCTION a erson St., Ave: 50.& Ave.I� Pam
Isom OF ojww'" of Lamed
10k Tamale Festival
PUKpoaSdO6C%SoUn %%.
8, Ustch (aetitit eoroVuctm plater if tooreonm)
Off DVS pFr _ NS R. one o running ane &
-,- t .. � F "':��..,..� �nns
l l• 1({' , %�rt„/`��(A 11 ����'^i Vim. l� ��
01 EN;)014 OnQNSTAILATtON OR REMOVAL a
C� per
1Yb1 Ildduu_nn .« �7U/UU«
SIZE OF EXCAVATION. IF NEEDED C
APPROXIMATE TIME WHEN WORK WILL BEGIN am l l OtvU l
APPROXIMATE TIME OF COMPLETION
o : 30— — l+ w c (( loc 410.. C
ESTIMATED CONSTRUCTION COST 1s1� ` L � —
(lnatndirq nnetorel of an obetrueooft. mewtalt. and debet, beeltfi km ober► `1 i u � tll �
osetion and o4euq pernrftent esetsfeond and/or replednd innaoreniertt)
In conndwaam of the or&" at this pwmk.. the aoolifam herebp GWMe to C-61AtrV1
InewwfV, a.rw w tew ele Gtr. ro ew�aneee'gerg Offamra, rgretentetlree w eaonerea f6mww tw cue "we: ear ewe a .
OtwMbte. irMliti� s low wartmr Irerw C&WM ar mew twee 'w 'Mm oet
of ear fimdeat.,M>• or o.awet t• oerterr or deieeitr
Raoonwr� or Comm" fr a 0Mxw.s now 01 ear wore enew""a eaeer me two Von" taawtrw 4 dirt etetlstwf►
Neuro 06 AdMUWU=we Aewnfr at Mew twrwr•feer 1241 h&an r adwis N w ani wwm wet wiY (tf arw►
COmfer fee w .0010106 Cttr CNMrraw. w urm w, mrwdew of es tw— w as man .0eee now No FSVAW r of w cav 0
(J Ochs w to 0m fm ow 90000no wwamnam nems► Y w rum N 04 UM16
X Coachella Valley Recreation & PArkk Districpt,
�vtmClinton St. Indio, CA_ 92201,
Nawwat Aoaicant (oleate amt) Addem
X Laura McGalliard / Philip Hoy / Marty Holguin
•«•,• orwwvea a 0100 rorentten Btmnou Ad*m
Contraaort Ucewe Ne.
Californiaso tion of Recreat on,,f Park Dk
AoWwAnt't in L1-- Gfiru. L.)A01{�IT , -Y . , 1�•.P.VIG6lS Lam. co, Pblky Ntu dm XF�3ro3fVo
FEES: Sub&man tmororentwtt ptnmit _ CIS= III
FuNie improve num 3% of ettinattd conmuaim am
Pff"w intprttrenfw"= 3% of eatfnwted eowuuct mt omt
Miner Immorernem PefmR See ettCMd tdrduie
Pem yt FM b
P"wty
Cath Oeootnt•Swe" Bond
if fequued
TOTAL: U
Rem= No.
Rewfed by Daft
Reewod bw
1326
PERMIT VALIDATION
PERMIT NQ
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
Adseiftwtrsare AuttlwmW
777- 7175
TELEPHONE: (81 4i11�iM►.
The following General and Special Provisions are attached to and made a part of Permit No.�
GENERAL PROVISIONS
The following shall always apply:
ENROACHIVUM ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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:
RI NOTIFICATION: Permittee shall notify. the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTMM CLEARANCE: (Substructures) Prior to making any excavation 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 UT LMY 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 PAVEMIM WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards 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
1/4 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 ( _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 2,1/2 inches of A.C. paving placed on (�� of class aggregate base.
Driveway construction shall conform to attachedrdrawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERILIZE3L The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the .
manufacturer's specifications.
=111l ' -£OORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
L.a 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 of=.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 involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 L MM OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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.
RIS BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved. transit -mix sand or equivalent and shall he'placed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate metho.is may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the .way.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the ::.:Luca
before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service tine.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placedafter a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets 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 permittee 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 end 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
SPECIAL CONDITIONS --PERMIT NO. 2556
--- Coachella Valley Recreation and Park District ---
In addition to the standard permit conditions, the following.shall apply:
1. Streets shall be kept clean. They shall be completely cleaned at the end of the event
and more frequently if required.
2. Permittee shall assume responsibility for repair of any damage to public or private
streets and for any damage to other Cit -owned facilities as a result of activities .
performed under this permit.
3. Advance warning signs and traffic control shall be installed and maintained in
accordance with the six (6) approved traffic control plans for this event. These plans
are available for the permittee's use and accompany this permit.
4. It is the permittee's responsibility to acquire, set up, and take down, at its expense,
all traffic control devices, barricades, cones, etc., required to provide traffic control in
accordance with these plans. All traffic control shall be distributed in advance of the
event and removed promptly upon the conclusion of the event.
Special Conditions - Permit No. 2556 Page 1 of 1
EXHIBIT A
Page 2 of 2
FEE
CATEGORY
FEE DESCRIPTION
EXISTING FEE
PROPOSED FEE
Application Fee - 51002
MAJOR' ENCROACHMENT PERMIT
3% of 1st $150,000 in improvement costs
3% of 1st $1,000,000 in improvement costs3 plus
$1,000 refundable 'as -built' plan deposit
2% of 2nd $160,000 in improvement costs
2% of 2nd 51,000,000 in improvement costs3
1 % thereafter
196 thereafter
MINOR ENCROACHMENT PER
Per Schedule'
$1004
TRANSPORTATION PERMIT
$10
$15
ENCROACHMENT
(OVERSIZE/OVERWEIGHT)
'RENEW EXPIRED PERMITS
None.
$100 + 10% of original fee for each year
'
the permit has been expired
rt
PERMITS
WORKING WITHOUT A PERMIT
None
TRIPLE the normal fee plus
48 HOUR DELAY (normal notification period)
PLAN REVISIONS
None
$100/Sheet/Submittal.
Application Fee $100
Plan Preparation Fee 550/intersection
TRAFFIC CONTROL PLANS
Time & Material'
Traffic Control Devices°:
Barricades S5/barricada+S0.40/day
(special events only)
Signs $5/sign + $1 /day
Cones $1 /cone + $0.30/day
Application Fee $100
Application -Fee $100
BLOCK PARTY PERMITS
Non -Refundable Barricade Rental Fee - $50
Cleaning/Damage Deposit - $150 Refundable
Non -Refundable Barricade Rental Fee - $50
Cleaning/Damage Deposit - $150 Refundable
Application Fee - $100
EQUIPMENT RENTAL RATE
Time & Material"
Rate Schedule - per Caltrans rate or some
other adopted standard
1 . Improvement costs exceeding $5,000.
2. The proposed fee is per application. To prevent the City from incurring cost for plan check
without a method of recovering costs, the applicant will be required to submit $750 per
sheet prior to start of plan check. Any remaining balance will be refunded to the applicant
prior to final approval of plans and issuance of encroachment permits. Fee includes costs
associated with plan checking of storm drain, grading, precise grading, streets and
landscape improvements, GIS scan and Inventory, Inspection, and administration. One
thousand dollars IS1,000) will be returned to applicant upon submittal of 'As -Bulk'
drawings. Encroachment permits are valid for one year from date of issuance.
3. As determined by verifiable bids received by applicant, including subcontractor and mat9rial
costs.
C A WMESIGNMLLETIM86.04
4. Includes preparation of application, plan check, inspection of improvements and updating
of GIS inventory. '
5. Before issuance of an updated Encroachment Permit, expired plans are to reviewed and
approved by the City Engineer.
6. The City is currently collecting a fee on a time and material basis for services'rendered by
city staff and city -owned material.
7. The fee amount was based on a detailed schedule that Identified specific costs for an
assortment of different types of Improvements.
8. The base rental rate includes rental fee for first day.
10
s
10' Mngnmm LANE BETIIBBN
YELww STRIPE AND corm
fto
1 AVENUE 50
�rvvv AV Turin
DRAWING #A
0
0 0 0 0 0 0 0 0 0 0l -.;)o 0 0
o CITY of IA QUIN T'A
o/ CONES SPACED AT -100' O.C. s
N
LEGEND
o CONES
SPACED AT 100' O.C. or
0
OCORRESPONDING szz
DETAIL SHEET
5
D BARRICADE (TYPE 2)
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(25 IPPB) SPEED IBM
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FGNED BY: RJV 14N IIOLENDED BY: SDS
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U& . COSPER DATE
CITY ENGINEER RCE 9802:
CITY 0! INDIO
A NUE 51
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CONES SPACED AT 100' O.C.
10' MINIMUM LANE
]BETWEEN YELLOW srRR'E
AND CONES
CITY OF LA QUINTA
CONE PLACEMENT .
TRAFFIC CONTROL PLAN FOR TAMALE FESTIVAL
SM 1 SPECLIL EvM AHaAD
750' FROM BITERSECTION
CITY OF IA QUENTA
AVENUE 50
am SPEcla EvaxT mma
750' FROM INMRSECTION
10' Imin[UM LANE —
BETwaax YEILow SUM
AND CONES
DRAPING # I
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BY: RVND J
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APPROW:
CITY OF. LA QUINTA
///1715?- AVENIM 50 do JEPTERSON ST
DC TY BNG UM RCB COSM 980 C CONTROL PLAN FOR IAMALE IZSTIVAL
N
14' MlNENrUM LANE —
ZMEEN MEDIAN CURB
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750' FROM INllmSZCnON
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BY: RJV
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TRAFFIC CONTROL PLAN
FOR TAMALE FESTIVAL
LEGEND
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C2 ROAD CLOSED
010 0 0 0 0 10 0 0 0 0 0
CITY OF' LA QUINTA k
Crff W U qu>HrA AVENUE 52
R17 NO LEIR TURN
100' FROM II.TION
DRAWING # 4
mm ITBMB TO BE FURNISBBD
AND WMAUM BY = aff
OF =10 OR ITS DESIGMM
Ria NO RIGHT TURN
100' FROM IIRERSECTION
0 0 0�0 0 00 0 0
CITY OF =10
CITY OF IA QUERTA
C2 ROAD CIAS®
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APPROVED BY CITY OF INDIO:
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APP .BD-HY: CITY OF LA QUINTA
I7 AVENUE 52 do MADISON STREPT
D TY. ENG = RCB 9802 'FIC CONTROL PLANT FOR TAMALB . FESTIVAL
LEGEND
BARRICADE W/SIGN
I . BARRICADE . (TYPE 2)
VISTA BONITA
C2 ROAD CIA=
DRAPING # 5
mm MM TO BB FUMMM
AND MSTALLSD W MM CYPY
OF INDIO OR ITS DMGMM
C2 ROAD CLOS®
I
AViNUE 51
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APPROVBD HY CITY OF DMIO:
ESIGNED HY: RiV u 30/1?
l0[6NDRD HY�SDS CITY ffiNGnam bAlZ
APP80� CITY OF LA UINTA
f 2,19� MADISON ST do AVENUE 51
DCrff AM) gN 010; RCg 80 TRAFFIC CONTROL PLAN FOR TAMALE FESTIVAL
DRAWING # 6
R17 NO IJfr TURN
100' FROM IN!ITRSEGTION
.000 — — — — — —`
, .
AVENUE 50
1 CITY • OF INDIO CITY OF INDIO
CITY OF IA QUINTA CITY OF INDIO
0 0 0 0 0 0>0 0 0 0 0' 0 0 o 0 0 0
Rte NO RIGHT TURN o O
loo'- FROM INTERSECTION F»
! C2 ROAD CLOSED or mm am TO BE FURmom
i AND UWALIRD BY THE CITY
1
OF INDIO OR US DESIGNEE
N
0
ca ROAD CLOSED
LEGEND
o CONES
BARRICADE W/SIGN
z BARRICADE (TYPE 2)
APPROVED BY CITY..OF INDIO:
rev 11-29-05
ESIGNED BY: RJV� f 30 SCS
CO BY: SDS ' CITY ENGINBBR bAtE
pRa"SD ' CITY OF LA QUINTA
MADISON ST & - AVEM 50
DAVID M. dOMMR TRAFFIC CONTROL PLAN FOR TAMALE FESTIVAL
CITY BNGINBER RCB 9602
MATERIALS LIST FOR TAMALE FESTIVAL „
revised 11-28-95
DRAWING NUMBER
ITEM DESCRIPTION
TOTAL
A
1
2 3
4 5 6
Barricade (Type 2)
38
9
4
4 3
4 7 7
Cones
180
180
SC5 "Special Event"
4
2
2
C2 'Road Closed"
3
1 1 1
C3A "Road Closed to Thru Traffic'
1
1
R1 "STOP"
2
1
1
R2 (25 mph) "Speed Limit"
9
9
R16 "No Right Turn"
1
1
R17 "No Left Turn"
2 2
I1
W17 "Stop Ahead"
2
1
1
1
J �