DRVA2017-0003be ance Revenue Codes
JAN.172017 D CITyn
AND n, QUINTA
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, wat&'f it1er like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. YIUEP,JTM
DATE: 1/17/2017
LOCATION OF CONSTRUCTION(Street address or Description): 54945 AVENIDA RUBIO
PURPOSE OF CONSTRUCTION: RESIDENTIAL DRIVEWAY APPROACH
DESCRIPTION OF CONSTRUCTION: DRIVEJAY APPROACH
DIMENSION OF INSTALLATION OR REMOVAL: DRIVEWAY APPROACH
APPROXIMATE TIME WHEN WORK-WILL BEGIN: 1/17/2017 TIME OF COMPLETION: 1/17/2018
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 es and regulations of )Ke 4ity of and
to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Name of Applicant (please print) Business Address Telephone No.
J - Z CONCRETE CONSTRUCTION INC 42760 MADIO STREET INDlO, CA 92201 (760)775-5550
Name of Contractor and Job Foreman Business Address Telephone No.
813261 LIC-0003629
Contractors License No. City Business License No.
c&4 4 4 uLfl
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
ASSOCIATED INDUSTRIES INS.
Applicants Insurance Company
Finance Revenue Code
PERMIT INSPECTION
DRIVEWAY RESIDENTIAL $152.00
TECHNOLOGY ENHANCEMENT FEE $5.00
TOTAL: $157.00
AE51022833
Policy Number
PERMIT NO: pR4A2017-0003
DATE ISSUED:'i2.1, I
EXPIRATION DATE:
BY:
WORK 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.
'Y-" DRIVEWAY APPROACH PERMIT APPLICATION
Finance Revenue Code PD
Applicant Information:
,-
S Applicant/Owner (p/ease pLjLt name here): L. ç
Applicant Address: -%S . L. CA -1-3
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: \ij_ifl IpIicant's Phone N : CX0) 7 7 S-
Applicant's Signature:
Approximate Start Date: \i1/1 Approximate Completion Date: 9/T)iV1
Contractor Information:
Address: 7t() (J .
Number Street City State Zip Code
Phone Number: (1CC) ) 77S- \- 21 Contractors License Number:
City Business License Number:
________
General Liability Insurance Company: Policy No.
Request for Inspection -.Please call (760) 777-7097 before 1:30pm to request an inspection at least 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
/2oU +~.°°
Permit FeeJ.45-= $4.5-ea1-oe-
Permit No. Expiration Date /1
Permit Issued by:
Work Inspected by:
Comments:
Signature of Administrative Authority
Inspector's Signature
Date Issued I /
Permit Completion Date: _I_I
Note: Driveway approach must be constructed per City of La Quinta Standard #221
E[
RIGHT-OF-WAY
r°100
F -
I
6THICKCONC.
SECTION A - A
A1
LOT LINE :
--I
2 MIN. FROM 4• LOT LINE
13
WEAKENED PLANE JOINTS
@5 FT. NTERVAL7 RIGHT-OF-WAY
LU,
_ _
B
' I -
I 6 SIDEWALK
i—J
* MAYBE REDUCED TO 30 FT
MIN. WITH APPROVAL OF
CITY ENGINEER
** COMMERCIAL UP TO 8%
RESIDENTIAL: UP TO 9%
rL
A'
RESIDENTIAL 12 MIN. - 30 MAX.
COMMERCIAL 35 MIN. - 40 MAX.
PLAN VIEW
DETAIL NOTES:
STREET GRADE STREET GRADE PREFERRED PREFERRED
4'J 47.
SECTION B - B
,44
1. 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.
41
USE 6 MIL PLASTIC SHEETING WHEN
ABUT-TING 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. COMMERCIAL: UP 108%
RESIDENTIAL: UP TO 9%
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
W. FDATE DEPA
RTMENT
Iat
S
PLAN No.
D
ENGINEERING DIVISION 4 IvO
JAN-Il APPROVED BY:DRIVEWAY 221
WITH SIDEWALK
IMOTHYR.JOP4ASSO4'E.
SHEET
Public Works /it -
Exp. 121311
uri/?/fl ADJACENT TO CURB 10F3
L A WEAKENED PLANE JOINTS
LOT LINE
1 @ 5 FT. INTERVALS RIGHT-OF-WAY
2' MIN. FROM
LOT LINE 5' SIDEWALK
4'APRON WHEN
EXCEEDS 4%
STREET GRADE,7 /'/
rL
3' RESIDENTIAL 12' MIN. -30' MAX.
___
3.
L
...._ 4* •__
MIN. COMMERCIAL 35' MIN. - 40' MAX.* MIN.
PLAN VIEW *MAYBE REDUCED TO30
5* MINJ. WITH APPROVAL OF
SIDEWALK RIGHT-OF-WAY CITY ENGINEER
ioo ** COMMERCIAL UP TO 8%
-
RESIDENTIAL: UP TO 9%
1"LIP MAX.
CONCRETE
SECTION A - A
DETAIL NOTES:
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.
USE 6 MIL PLASTIC SHEETING WHEN
ABUTTING SOIL HAS A HIGH SULFATE
CONTENT. N
CONSTRUCT THE PROFILE GRADE OF
THE PRIVATE ON-SITE DRIVEWAY SO . **COMMERCIAL UP TO 8%
THAT IT PROVIDES SMOOTH VEHICLE . RESIDENTIAL UP TO 15%
ACCESS OVER THE DRIVE APPROACH.
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 STANDARD
DEPARTMENT OF PUBLIC WORKS 01' .4ai4à*i PLAN No.
No. ENGINEERING DIVISION
EN JAN-1 1 APPROVED BY: DRIVEWAY 221
WITH SIDEWALK
MOTHY R. J~NA 6N P.E. AT SHEET
- WCV*S (OCI(1 Cy Erçrcer ADJACENT TO R I VV 2 OF 3
RC.E No 45843 Exp. 12/31/12
L 6" THICK I
CONCRETE
URB -
). 211 SECTION A - A
ISOMETRIC VIEW
NOT TO SCALE
Taf o1 ,4i,i2igh
STANDARD
PLAN No.
221 DRIVEWAY WITH
SIDEWALK ADJACENT SHEET
TO WEDGE CURB 30F3
N_..LOT LINE
A II ..!
WEAKENED PLANE JOINTS
@
r
5 FT. INTERVALS
2' MIN. FROM W
RIGHT-OF-WAY
-1- •.t -I
<I LOT LINE
>1
cI
A
a
a .1 a SIDEWALK a
5' TRANSITION
a
- 5'TRANSITION
6" VERTICAL
'
I. 6 VERTICAL
i CURB
WEDGE CURB
A
CURB
SEE STD. 211
- RESIDENTIAL 12 MIN. - 30 MAX.
PLAN VIEW
I — RIGHT-OF-WAY SIDEWALK r 100
2%/. jVARIES
DETAIL NOTES:
ALL CONCRETE SHALL USE TYPE V WEDGE C
CEMENT AND PER CITY STANDARD 200. SEE STD
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
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
LESS THAN 2 FEET THEN GRADE SHALL
NOT EXCEED 15%.
REVISIONS DEPARTMENT OF PUBLIC WORKS
No. ENGINEERING DIVISION
JAN-11 APPROVED BY:
AA \<
R,JN ' TE
Pub! Works rc ne /CyEt
DA
RCE. No 45843 Exp. 12/31/2