DRVA2016-0014Tiht 4 4 Q"
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 11/30/2016
LOCATION OF CONSTRUCTION(Street address or Description): 77200 CALLE ARROBA
PURPOSE OF CONSTRUCTION: DRIVEWAY APPROACH
DESCRIPTION OF CONSTRUCTION: CURRIER RESIDENCE /_DRIVEWAY APPROACH
DIMENSION OF INSTALLATION OR REMOVAL: RESINTIAL DRIVEWAY APPROACIj
APPROXIMATE TIME WHEN WORK WILL BEGIN: TIME OF COMPLETION: Il L
ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
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 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 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 and
to pay for any additional replacement necessary as the result of this work.
Signature 9f Applicant or Agent
JAMES & LESSLEY CURRIER 53745 AVENIDA CORTEZ LA QUINTA, CA 92253 (760)238-0403
Name of Applicant (please print) Business Address Telephone No.
OWNER / BUILDER
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
Finance Revenue Code
PERMIT INSPECTION
DRIVEWAY RESIDENTIAL
TECHNOLOGY ENHANCEMENT FEE
Z&
flAL:
NOV 29 2016
CflN OF LA QUHTP
DESGN AMC DEVELOPMENT DEPARTMENT
$152.00
$5.00
$157.00
PERMIT NO: DIVA016-0014
DATE ISSUED: 4/31)
EXPIRATION DATE: 11
BY:
INSPECTED 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.
,frN
OF DRIVEWAY APPROACH PERMIT APPLICATION
Finance Revenue Code PD
Applicant Information:
Applicant/Owner (p/ease pfjfLt name here): Ls( Cii.
Applicant Address: fl 200 ctR rb4. atnt?& CP'r 22.53
Number Street City State Zip Code
Address or Parcel No. of work location, if different from applicant's address above:
Number Street City
,
State Zip Code
Date: It /30/ Applicant's Phone No: (70() ) 003
Applicant's Signature: V,4.b-q
Approximate Start Date: 1//j Approximate Completion Date: 2jtlIjf
Contractor Information:
Address: Ow r&— / @c4.t\cL
Number. Street City State Zip Code
Phone Number:
City Business License Number:
General Liability Insurance Company:
Contractors License Number:
Policy No.
Request for Inspection Please call (760) 777-7097 before 1:30pm to request an inspection at /east 24
hours prior to your requested inspection date. Public Works Counter (760) 777-7075.
Please Note: Inspections are normally performed Monday through Friday between 8am and 4pm
Permit Fee $44- = G145 Total Fee
Permit No4 °OItf xpiration Date I_f/30 Li2i7 I
Permit Issued by: 1Y?_
Signature munistratuve Authority
Work Inspected by:
Inspector's Signature
Comments:
Date Issued /1 / 20 / (
Permit Completion Date: II
Note: Driveway approach must be constructed per City of La Quinta Standard#221
I A 1—WEAKENED PLANE JOINTS
-
@ 5 FT. INTERVALS RIGHT-OF-WAY
LOT LINE
U) 2 N. FROM 4•_ -
: _,
LOT LINE
. .- .,
4'
6 SIDEWALK
\Q
* MAYBE REDUCED TO 30 FT.
MIN. WITH APPROVAL OF A '4
CITY ENGINEER RESIDENTIAL 12 MIN. -30' MAX.
** COMMERCIAL: UP TO 8%
COMMERCIAL 35 MIN. - 40' MAX.*
RESIDENTIAL: UP TO 9% PLANVIEW
RIGHT-OF-WAY STREET GRADE
2' ' VARIES 0100 PREFERRED STREET GRADE
PREFERRED
1_ LIP AX
6" THICK CONC.
SECTION A - A SECTIONB -B
DETAILNOTES:
ALL CONCRETE SHALL USE TYPE V
CEMENT AND PER CITY STANDARD 200.
20 FEET OF FULL-HEIGHT CURB REQUIRED - -
BETWEEN DRIVEWAYS WITHIN ANY ONE
PROPERTY FRONTAGE.
4T 1
.
USE 6 MIL PLASTIC SHEETING WHEN
ABUTTING SOIL HAS A HIGH SULFATE
CONSTRUCT THE PROFILE GRADE OF
THE PRIVATE ON-SITE DRIVEWAY SO
THAT IT PROVIDES SMOOTH VEHICLE
ACCESS OVER THE DRIVE APPROACH.
CHANGE IN GRADES SHALL NOT
EXCEED 8%, UNLESS THE LENGTH IS
LESS THAN 2 FEET THEN GRADE SHALL
NOT EXCEED 15%.
REVISIONS DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
A JAN -11 APPROVED BY:
RESIDENTIAL: UP [0 9%
ISOMETRIC VIEW
NOT TO SCALE
j
Aa
ft STANDARD
WRIN - PLAN No.
c&r4#w~v___
DRIVEWAY 221
WITH SIDEWALK SHEET
ADJACENT TO CURB
____
Public Ws
-
t. E. DTt,
:flJifl',( 117/11
Exp. 12t311f2
3'
MIN.
A WEAKENED PLANE JOINTS
LOT LINE
5 FT. INTERVALS r— RIGHT-OF-WAY
-H
-— __
2MIN,FROM ..
LOT LINE . '. .' 5' SIDEWALK
4'APRON WHEN . CO
EXCEEDS 4%
STREET GRADE
RAD
ZFL
AuiI'
3' RESIDENTIAL 12'MIN. - 30'MAX.
MIN. COMMERCIAL 35' MIN. -40' MAX.*
—J 5'
SIDEWALK
—
SIDEWALK RIGHT-OF-WAY
1"LIP MAX.
6 THICK
CONCRETE
SECTION A - A
* MAYBE REDUCED TO 30 FT.
MIN. WITH APPROVAL OF
CITY ENGINEER
** COMMERCIAL: UP TO 8%
RESIDENTIAL: UP TO 9%
DETAIL NOTES:
ALL CONCRETE SHALL USE TYPE V
CEMENT AND PER CITY STANDARD 200. V
20 FEET OF FULL-HEIGHT CURB REQUIRED .
BETWEEN DRIVEWAYS WITHIN ANY ONE V
PROPERTY FRONTAGE.
V
.
USE 6 MIL PLASTIC SHEETING WHEN
V
ABUTTING SOIL HAS A HIGH SULFATE
CONTENT.
CONSTRUCT THE PROFILE GRADE OF
THE PRIVATE ON-SITE DRIVEWAY SO COMMERCIAL UP TO 6%
THAT IT PROVIDES SMOOTH VEHICLE V. RESIDENTIAL UP TO 15%
ACCESS OVER THE DRIVE APPROACH. 4It V
CHANGE IN GRADES SHALL NOT
EXCEED 8%, UNLESS THE LENGTH IS I ISOMETRIC VIEW
LESS THAN 2 FEET THEN GRADE SHALL NOT TO SCALE
NOT EXCEED 15%.
ISIONS DEPARTMENT OF PUBLIC WORKS REV PLAN j J* /J gf Jf* STANDARD
ENGINEERING DIVISION ..U4/' 1' UII4flF No.
No. DATE
f4 221 APPROVEDBY: DRIVEWAY
J/k WITH SIDEWALK -
SHEET
/CL'yErcer ADJACENT TO R I W 20F3
A WEAKENED PLANE JOINTS
[;5FIINJALs
SIDEWALK
- 5'TRANSITION
6 VERTICAL
CURB
WEDGE CURB A SEE STD. 211
- RESIDENTIAL 12 MIN. - 30 MAX. -
PLAN VIEW
SIDEWALK RIGHT-OF-WAY
Q 100
2% VARIES
'6 THICK
CONCRETE
ALL CONCRETE SHALL USE TYPE V WEDGE CURB
CEMENT AND PER CITY STANDARD 200. SEE STD. 211 SECTION A - A
20 FEET OF FULL-HEIGHT CURB REQUIRED
BETWEEN DRIVEWAYS WITHIN ANY ONE
PROPERTY FRONTAGE.
USE 6 MIL PLASTIC SHEETING WHEN . .
ABUTTING SOIL HAS A HIGH SULFATE
CONTENT. .
CONSTRUCT THE PROFILE GRADE OF . . . . .
THE PRIVATE ON-SITE DRIVEWAY SO . llzr
THAT IT PROVIDES SMOOTH VEHICLE
ACCESS OVER THE DRIVE APPROACH.
WEDGE CURB DRIVEWAYS SHALL BE
USED ONLY WHEN POSTED SPEED IS -
IS 25 MPH OR LESS. . .
WEDGE CURB DRIVEWAYS SHALL BE
APPROVED BY THE CITY ENGINEER.
CHANGE IN GRADES SHALL NOT
EXCEED 8%, UNLESS THE LENGTH IS ISOMETRIC VIEW
LESS THAN 2 FEET THEN GRADE SHALL NOT TO SCALE
NOT EXCEED 15%.
REVISIONS DEPARTMENT OF PUBLIC WORKS jiq
SIRD
PLAN No.
Nc DATE ENGINEERING DIVISION &r4 V
A
4
JAN11 APPROVED BY: DRIVEWAY WITH 221
A
SIDEWALK ADJACENT SHEET OTHYR.J NASN.P.E. DATE
Public WokSoCftyEngec TO WEDGE CURB 30F3
LOT LINE
2 MIN. FROM
LOT LINE
d •
5 TRANSITION —
6 VERTICAL ri CURB
DETAIL NOTES: