3364NUTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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 I I
DATE: 42/18/00 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Madison Street/Avenue 53
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Deftddend road Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Barricade
See Attached Conditions
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 12/19/00
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(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:
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 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 w:ork;11 j
Country Club of the De
Name of Applicant, (please print)
Applicant of
Business Address
398-3200.
Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
DEC 19 200
Contractor's License No. City Business LicenseVq' i Ui. LA QUt��
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction tcosts
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 50
Permit Fee Ina
Penalty r
Cash Deposit -Surety Bond
if required
TOTAL: $ 150
Receipt No.
Received by Date
Recorded by
3364
PERMIT VALIDATION
PERMIT NO. 3364
DATE APPROVED 12/19/00
EXPIRATION DATE 12/30/00
DATE ISSUED 12119/00
By �ak��i f %fiL �� �? G-c l
'Administrative fufthority .
Telephone: (760) 777-7075
-----------------------------------------------------------------------
NOTE:
�1 With proper validation
TOthis form constitutes an CITY OF LA OUINTA
encroachment permit s
. APPLICATION FOR, PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
oF
�at
�m For the construction of public 'or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION oN) Au mac' a J
(Street address or Description of ,/� Location) -
PURPOSE OF CONSTRUCTION l `C AO ENC� d Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL B GIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, badcfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnity, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against arty and all
penalties, liabilities or low resulting from claims or court action and arising out of any accident, loss or danegs to persons or property
happening or occurring as a proximate result of my work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority a ism twenty-four 124) hours in advance of the time when vvofk will be atia .
Comply with•all applicable City Ordinance, the terms and conditions of the paimit and all applicable rules and regulations of the City of
La Quints and to pay for any additkmal replacement ricemry as the result of this work.
Signature of Applicant or Agent
Ciuh�FTH6, —100 Pve S3 3q li5-3z00
Name of Applicant (please print) Business Address Telephone No. -
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License. No. City Butinett License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 7
Permit Fee /opic?
Penalty
Cash Deposit -Surety Bond
if required Q�
TOTAL: $ ✓ �S�
Receipt No.
Received by
Recorded by
Date
2774
PERMIT VALIDATION
PERMIT NO. 31
DATE APPROVED I Z-11F oa
EXPIRATION DATE
DATE ISSUED
By
Telephone: (619) 777-7075
�iD
Administrative Authority
t
SPECIAL CONDITIONS --PERMIT NO. 3364
--- Country Club of the Desert ---
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. Country Club of the Desert, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
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 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 8:00a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a signalized intersection is restricted 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 § 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. .
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, if required, 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.
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
Special Conditions - Permit No. 3364 Page I of 2
SPECIAL CONDITIONS --PERMIT NO. 3364
--- Country Club of the Desert ---
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. Access and egress to all local properties shall be maintained at all times.
11. 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.
12. . This permit allows for the closure/ vacation of the existing right of way on 53`d Avenue from
Jefferson Street easterly to approximately 1200 feet east of Madison Street of Tract 29894 per the
approved Resolution 2000-157, dated 11/21/00.
Signs Required:
53`d Avenue at Monroe Street:
a. One C3, "Road Closed 1 Mile Ahead Local Traffic Only ( see attachment).
b. One W53, " Not a Through Street", placed approximately 2,200 feet west of Monroe.
C. One C3, " Road Ends 500 Feet Ahead" sign.
d. Construction Barricade per County of Riverside Standards 810.
53`d Avenue at Jefferson Street:
a. One C2, "Road Closed" sign and two reflector `A73B' Markers. //��� /��,//�
b. (1 T TTT t,ox, i�oria xxn*� m�iin4n� (1M�L.= . l:..l Di2T B/ 199*
—°vix�r�P�.... . .. `;b ..b.
All sign height and lateral clearance shall be per Caltrans Traffic Manual Standards, Section 4-01:23
and 4-01.24.
13. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES).
Permittee/contractor shall comply with all requirements of the Community Development Department
related to but not limited to Archaeology/Paleontology Etc. and all condition of Tract 29894.
14. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3364 Page 2 of 2
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FLAT PLATE WASHER
CUT STEEL WASHER
5/8"CAARIAGE BOLT
WITH HEX NUT -
NOTES:
1. GUARD RAIL ELEMENT MAYBE EITHER
STEEL OR ALUMINUM.
2. STEEL. RAIL SHALL BE GALVANIZED PER
ASTM DESIGNATION A- 123.
3. STEEL RAIL THICKNESS SHALL BE MIN. 12
GAUGE.
4. ALUMINUM RAIL THICKNESS SHALL BE
MIN. 0.105 IN.
27'+1-
tl.
8'X 8" ROUGH J-
D.F. POST i.— Q 12 112" LAP -
(CREOSOTE TREAT—mD)
TYPICAL POST SPACING 12'-61' C TO C
2 1
19 2 —
4 1/2"--_ 12 1/2" I/Z'
2'lw 2".1
Q POST BOLT SLOT
2W32" X 1
SLOTS ila 3/4" X 2 1/2"
it SLOT
6/8" X 1 1/4" BUTTON HEAD OVAL SHOULDER
BOLTS VOTH 1 1/4" RECESSED HEX NUTS - TOTAL:
8 PIER SPLICE AND A PER TERMINAL SECTION.
RAIL SPLICE
;o
1/4" 4 1/4-
SLOT7ED
HOLES
4AM r- MO MAIL -@*—
ELEMENT SECTION
TERMINAL SECTION
STD. NO. W31
GALV. METAL CHANNEL U-POST (GALV. 10 GA.)
TYPE WIRED
I. I I , "I'll", I'll I'll I'll 1. - I I I --. -
............
ELEVATION
Z-6" MINIMUM END OF RIGHT OF WAY OR
A BEGINNING OF BUFFER STRIP,
PAVING
............. VARIABLE
PLAN
APPROVED BY.
!IF
DATE:-1 PJ 15/97
me.
DIRECTOR OF TRANSPORTATION
DAVID E, BARNHART. RCE 19776
REDATE I
I'AP----F'&ATREVISIONSS REV. I I 1 BY: -1-13
8-24-71
5-90 h 2l
COUNTY OF RIVERSIDE
BARRICADE
STANDARD NO. 810
Ed wd-130:170 000z t7l oaa : 'ON WJ
uDd : wo�
I
kOAD CLOSED
rQ
MILES AHEAD
LOCAL TRAFFIC.ONLY
C D
ALL DIMENSIONS ARE IN INCHES
CODE C3
w
C3
S I Z E
BORDER
WIDTH
MARGIN
W IDTH
LETTER SIZE. SERIES & STROKE
WIDTH
COR.
RAO.
SUFFIX
LINE 1,
LINE 2
LINE 3
LINE 4
LINE S
-1
60x30
3/4
2
6C-.96
5C-.80
4C-.64
17/8
C3
SIZE
DIMENSIONS
SUFFIX
A
B
C
D
E
F
G
H
1
J
K
L
-1
60x30
3
24
9
42
4�4-
3-3/8
4
White BACKGROUND WIT4 Black BORDER Q SYMBOL
3/8" DIA. HOLES •
REFLECTIVE BACKGROUND
APPROVED:
4-6
SIGNS
Under certain circumstances signs may be placed
on channelizing islands or (as on sharp curves to the
right) on the left-hand shoulder, directly in front of
approaching vehicles. Supplemental signs located
on the left of the roadway may be helpful on a
multilane road where traffic in the right-hand lanes
may obstruct the view to the right. On freeways,
where some degree of lane use control is desirable,
or where space . for a sign is not available at the
roadside, overhead signs are often necessary.
Ordinarily, signs should be erected individually
on separate posts or mountings except where one
sign supplements another, or where route or
individual signs must be grouped. Signs should be
located in a manner that optimizes nighttime
visibility and minimizes the effects of mud spatter.
Locations should also conform to safety factors
concerning fixed obstacles near the roadway (See
the Highway Design Manual, Section 309,
"Clearances"). Signs should not obscure one another
nor should they be hidden from view by other
roadside objects. The signs should be spaced to
allow enough time for motorists decisions to be
made safely. Spacing should be determined in units
of time from the vehicle approach speed.
The installation of signs, including route shields,
on signal standards should beavoided unless they
directly affect traffic movements in the intersection.
4-01.22 Overhead Sign Installations
The operational requirements of our present
highway system are such that overhead signs have
value at many locations. The factors justifying the
erection of overhead sign displays are not definable
in specific numerical terms, but the following
conditions deserve consideration:
I. Traffic volumes are such that roadside
signs are not adequate.
2. Complex interchange design.
3. Three or more lanes in each direction.
4. Restricted sight distance.
5. Closely spaced interchanges.
Traffic Manual
6. Multilane exits.
7. Large percentage of trucks.
8. Street lighting background.
9. High speed traffic.
10. Consistency of sign message location
through a series of intersections.
11. Insufficient space for ground mounted
signs.
12. Junction of one freeway with another
freeway.
13. Left exit ramps.
14. "Exit Only" lanes and lane drops.
The existence of one, or more, of the conditions
listed does not automatically justify the use of
overhead signs.
4-01.23 Height
Signs erected at the side of the road in rural
areas should be mounted at a height of at least 1.5
m measured from the bottom of the sign to the near
edge of the pavement. In business, commercial and
residential areas where parking and/or pedestrian
and bicycle movement is likely to occur or where
there are other obstructions to view, the clearance
to the bottom of the sign should be at least 2.1 m.
The height to the bottom of a. secondary sign
mounted below another sign may be 0.3 m less than
the appropriate height specified above.
The height requirements for ground installations
on freeways and expressways vary somewhat from
those on conventional streets and highways.
Directional signs on freeways and expressways
should be erected with a minimum height of 2.1 m
(from the level of the near edge of the pavement to
the bottom of the sign). If, however, a secondary
sign is mounted below another sign, the major sign
should be at least 2.4 in and the secondary sign at
least 1.5 m above the level of the pavement edge.
All route markers and warning and regulatory signs
on expressways should be at least 1.8 m above the
level of the pavement edge. However, where signs
are placed 9 m from the edge of the nearest traffic
lane for increased roadside safety, the height of the
•
Traffic Manual SIGNS 4-7
bottom of such signs may be 1.5 in above the level
of the pavement edge.
A route marking assembly consisting of a route
marker with an auxiliary plate is treated as a single
sign.
Exceptions to these mounting heights are the
FREEWAY ENTRANCE and DO NOT ENTER
packages which are mounted lower to avoid sight
restrictions and be most responsive to headlights.
The FREEWAY ENTRANCE and DO NOT
ENTER packages should be mounted with the
bottom of the lower sign 0.6 m above the edge of the
pavement. ONE WAY arrows (R10) should be
mounted 0.46 in above the edge of the pavement.
Overhead signs should provide a vertical
clearance of not less than 5.5 in over the entire
witdh of the pavement and shoulders, except where
a lesser vertical clearance is used for the design of
other structures. The vertical clearance to overhead
sign structures or supports need not be greater than
0.3 in in excess of the minimum design clearance of
other structures. In special cases it may be necessary
to reduce the clearance still further because of
substandard dimensions in tunnels and other major
structures such as double -deck bridges.
4.01.24 Lateral Clearance
Signs should allow the maximum lateral
clearance practical from the edge of the traveled
way for the safety of motorists who may leave the
roadway and strike the sign supports. Advantage
should be taken of existing guardrail, overcrossing
structures and other conditions to minimize the
exposure of sign supports to traffic.
On freeways, expressways, and in interchange
areas, and on rural highways where practicable,
warning and regulatory signs should be placed a
minimum of 3.6 in and a maximum of 9 m from the
edge of traveled way. In urban areas, less clearance
may be used where necessary. Although 0.6 m is
recommended as the urban minimum, a clearance
of 0.3 m from the face of curb is permissible where
sidewalk width is limited or where existing utility
poles are close to the curb.
When clear roadside recovery areas are
provided, guide signs on overhead sign supports
shall be placed as far from the edge of traveled way
as is practical, up to a maximum of 9 m. When
possible, they should be located in protected areas
orplaced behind guardrails, crash cushions, barriers,
etc.
Where a freeway or an expressway median is
3.6 m or less in width, consideration should be
given to spanning both roadways without a center
support. Butterfly -type signs or other overhead
sign supports should not be erected in neutral areas
(gores) or other exposed locations.
4-01.25 Position of Signs
A warning sign is normally placed in advance
of the condition to which it calls attention. A
regulatory sign is normally placed where its mandate
or prohibition applies or begins. Guide signs are
placed, where needed, to keep motorists informed
of the route to their destination.
Where any part of the roadway is obstructed or
closed, construction signs are required to alert
traffic well in advance of these obstructions or
normal traffic flow restrictions.
4-01.26 Erection
Normally, signs should be mounted
approximately at right angles to the direction of,
and facing, the traffic that they are intended to
serve.
Where mirror reflection from the sign face is
encountered in such a degree as to reduce legibility,
the sign should be turned slightly away from the
road. When signs are offset 9 m or more from the
pavement edge, signs should normally be turned
toward the road. At curved alignments, the angle of
placement should be determined by the course of
approaching traffic rather than by the roadway edge
at the point where the sign is located. Sign faces
normally are vertical, but on grades it may be
desirable to tilt a sign forward or back from the
vertical to improve the viewing angle.
4-01.27 Posts and Mountings
Signposts, their foundations and sign mountings
shall be constructed to hold signs in proper alignment
and permanent position, to resist swaying in the
wind and displacement by vandalism.
r
Traffic Manual SIGNS
4-13
1-1996
•
Figure 4-1
TYPICAL HEIGHT AND LATERAL POSITION FOR SIGNS"
NOTES
These sign positions are typical and should be
considered a standard. When physical conditions
Signs in medians shall be placed at midpoint of median,
require deviation from these typicals, they should
up to a maximum distance of 9 m from the edge of the
be documented. When clear roadside recovery
traveled way. When appropriate, signs for opposing
_ areas are provided, signs shall be placed as far
directions shall be placed back to back.
from the traveled way as possible, up to 9 m. When
possible, they shall be placed in protected locations.
E. T. W. = Edge of Traveled Way
8.6mmin .
3.6mmin. --------- - - - - -
I
9 m max.
9 m max.
Secondary
E
E
E E
Panel
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E
r
'1.5m@9.1 mout
N
CV
min
E. T. W.
Paved Shoulder
I
E. T. W..• (-
ROUTE SHIELDS
REGULATORY AND WARNING SIGNS
GUIDE SIGNS
FREEWAY AND EXPRESSWAY LOCATIONS
3.6 m min.
9 m max.
��N
O
O
0.6 m *-0-
'0.3mmin
E
where
lateral
E
E
c
E
clearance
N .
r
E
limited
N
E. T. W. I I
E. T. W. v.�,zlam:
•
- J URBAN -
RURAL
LOCATIONS
LOCATIONS
CONVENTIONAL HIGHWAYS AND INTERCHANGE AREAS