DRVA2017-0017See
ENCROACHMENT PERMIT
OF
PUBLIC WORKS CONSTRUCTION.
for Finance Revenue Codes
AUG 22 2017
I
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers,
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 8/21/2017
LOCATION OF CONSTRUCTION(Street address or Description): 54545 AVENIDA MADERO
PURPOSE OF CONSTRUCTION:
. S
DESCRIPTION OF CONSTRUCTION: CORONEL ENTERPRISES /_DRIVEWAY APPROACH
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/21/2017 TIME OF COMPLETION: 11/21/2017
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 a (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 regulati of the Ci of and
to pay for any additional replacement necessary as the result of this work. .
S
41~) nature of Applicant or Agent
CORONEL ENTERPRISES INC 42760 MADIO STREET INDlO, CA 92201 (760)775-1234
Name of Applicant (please print) Business Address . . Telephone No.
CORONEL ENTERPRISES INC 42760 MADIO STREET INDlO, CA 92201 5 (760)775-1234
Name of Contractor and Job Foreman Business Address S Telephone No.
727199
Contractors License No.
ASSOCIATED INDUSTRIES
Applicants Insurance Company
Finance Revenue Code
PERMIT INSPECTION
DRIVEWAY RESIDENTIAL $152:00
TOTAL: $152.00
LIC-763069
City Business License No.
AES-1022833
Policy Number
PERMIT NO: DRVA2017-0017
DATE ISSUED:
EXPIRATION DATE
BY:j1 .
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.
1•
___
S.
OF DRIVEWAY APPROACH PERMIT APPLICATION
Applicant Information:
Applicant/Owner (please Drint name here):
nt Address:. S
?cJ t.-4S1 . (&
Number Street ' . City State Zip Code
Address or Parcel Nc. of work location, if different from applicant's address above:
Number Street • - City - State Zip Code
Date: 1) Appli nt's Phone No: 1 0 77 S - ( :3
Applicant's Signature:
.
.
Approximate Start Date: 29 /' I \'t Approximate Completion Date: \ / -'\ /
I Contractor Information:
Address:
Number Street City State Zip Code
-Phone Number: (7L() ) 7? S - 7. Contractors Li ense Number: 3
City Business License Number: : C?
General Liability Insurance r. Policy No. ¶ 1 C) 3 3
Request for Inspection - Please cal! (760) 777-7097 before 1:30pm to request an inspection at/east 24
hours prior to your requested inspection date. The Hub Counter (760) 7774125.
Please Note: Inspections are normally performed Monday through Friday between 8am and .4pm
Permit Fee $152 + $5 Technology Enhancement Fee = $157 Total Fee
Permit No.DQJ F2017 1Jbfl Expiration Date I /
Permit Issued by: ' I) Date Issued 01' iii,, 17
Authority
Work Inspect ed by: Permit Completion Date:0' 122- / /8
Inspector's signature
Comments:
Note: Driveway approach must be constructed per City of La Quinta Standard #221
\-
I A WEAKENED PLANE JOINTS
1 @ 5 FT. INTERVALS
LOT LINE
RIGHT OF WAY
LOT LINE
2NFROM 4
6 SIDEWALK
IL —I
* MAYBE REDUCED TO 30 FT
MIN. WITH APPROVAL OF
CITY ENGINEER
** COMMERCIAL: UP TO 8%
RESIDENTIAL: UP TO 9%
IL
A_-
RESIDENTIAL 12 MIN. - 30 MAX.
COMMERCIAL 35 MIN. - 40 MAX,*
II A Ii I%AI
RIGHT-OF-WAY
l 1 Lip
F2
LIP
6" THICK CONC.
SECTION A - A
STREET GRADE STREET GRADE PREFERRED PREFERRED
SECTION B -B
DETAIL NOTES: ey
F
1. ALL CONCRETE SHALL USE TYPE V
CEMENT AND PER CITY STANDARD 200.
2, 20 FEET OF FULL-HEIGHT CURB REQUIRED S
BETWEEN DRIVEWAYS WITHIN ANYONE q-..
PROPERTY FRONTAGE.
4'
USE 6 MIL PLASTIC SHEETING WHEN
ABUT-TING 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. COMMERCIAL: UP TO 8%
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 KDADEPARTMENT OF PUBLIC WORKS cj,S
PLAN No.
TANDARD
11
AN-11 APPROVEDBY: DRIVEWAY 221
ENGINEERING DIVISION
g 446
MOTHY R JO SSO 0 TE
WITH SIDEWALK SHEET
Putdx Works
RC.EN45T)EP2/3lf,' ADJACENT TO CURB 10F3
WEAKENED PLANE JOINTS
LOT LINE
A ! \T. INTERVALS RIGHT-OF-WAY
2' MIN. FROM
LOT LINE 5SIDEWALK
4'
uit STREET GRADE
4.APRONWHEN
EXCEEDS 4% <I
ZFL FL
Ail
3 RESIDENTIAL12'MIN.-30'MAX. 3'
MIN. COMMERCIAL 35' MIN. - 40 MAX.*—a MIN.
PLAN'
ALL CONCRETE SHALL USE TYPE V
CEMENT AND PER CITY STANDARD 200.
20 FEET OF FULL-HEIGHT CURB REQUIRED VAN
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 4' 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 DEPARTMENT OF PUBLIC WORKS
tAift STANDARD
PLAN No.
No. ENGINEERING DIVISION
221 JAN-li APPROVED BY- DRIVEWAY
WITH SIDEWALK
YRJ NA '5IJN PE IAT/ SHEET
R.0 E. No 45643 Exp. 12"131112 ADJACENT TO R I W 20F3
5,
SIDEWALK RIGHT-OF-WAY
V/- Q 100
6" THICK I
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:
ISOMETRIC VIEW
NOT TO SCALE
C&tf44 S
PLAN No.
D
DRIVEWAY WITH 221
SIDEWALK ADJACENT SHEET
TO WEDGE CURB 30F3
LOT LINE
2' MIN. FROM
LOT LINE
5' TRANSITION
6" VERTICAL
CURB -4
A WEAKENED PLANE JOINTS
@ 5 FT. INTERVALS RIGHT-OF-WAY
4 SIDEWALK
- 5'TRANSITION j
__
\
4 I
L CURB
- 6 VERTICAL
WEDGE CURB A I
SEE STD. 211
-RESIDENTIAL 12 MIN. -30' MAX.
SIDEWALK RIGHT-OF-WAY
_ 0100
2%1.+
, VARIES
THICK
CONCRETE
SECTION A - A
DETAIL NOTES:
ALL CONCRETE SHALL USE TYPE V WEDGE CURB
CEMENT AND PER CITY STANDARD 200. SEE STD. 211
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
- ENGINEERING DIVISION No. DATE
JAN-11 APPROVED BY
A
- —
1R
JNAb L
orko rc, C
No. 45843 Exp. 12/31/12