DRVA2019-0016/
F
D El C tt1 t See below for Finance Revenue Codes
AUG 27 nia - GEMqDESERT --
6V V DRIVEWAY APPROACH
CITY OF [A QUINTA PUBLIC WORKS CONSTRUCTION
DESIGN & DEVELOPMENT DEPARTMENT
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: 8/27/2019
LOCATION OF CONSTRUCTION (Street address or Description): 53125 AVENIDA RAMIREZ
PURPOSE OF CONSTRUCTION: DRIVEWAY APPROACH
DESCRIPTION OF CONSTRUCTION: MARQUEZ / DRIVEWAY APPROACH
DIMENSION OF INSTALLATION OR REMOVAL: DRIVEWAY APPROACH PER CITY STANDARD DETAILS.
APPROXIMATE TIME WHEN WORK WILL BEGIN: 8/21/2019 TIME OF COMPLETION: 8/31/2019
ESTIMATED CONSTRUCTION COST: SO.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS: THISPERMIT IS FOR DRIVEWAY APPROACH.
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.
re of Applicant or Agent
HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS, CA 92276 (760)343-5272
Name of Applicant (please print) Business Address Telephone No.
HEY DUDE CONSTRUCTION INC P 0 BOX 1018 THOUSAND PALMS, CA 92276 (760)343-5272
Name of Contractor and Job Foreman Business Address Telephone No.
LIC-0100746
City Business License No.
DSI-1256863-02
Policy Number
PERMIT NO:DVAO19-OO16
DATE ISSUED:
EXIN DATE:7 7/?_ 026
BYWJ
WORK INSPECTED BY':
If the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
845115
Contractor's License No.
CONTRACTORS SHIELD INSURANCE CO
Applicant's Insurance Company
Finance Revenue Code
PERMIT INSPECTION
DRIVEWAY RESIDENTIAL
ENHANCEMENT FEE
TOTAL:
1(lJAz09 -OO((,
DRIVEWAY APPROACH PERMIT APPLICATION
Applicant Information:
Applicant/Owner (p/ease print name
Applicant Address Pbl /)r
-Iola Z2.JC
Number Street . City State Zip Code
Address or Parcel No. of work location, if different from applicant's address above:
53/2c,4gern64 imZez Lfr cic'i,4
Number Street City State Zip Code
Date: 1/Z/-47 Applicant's Phone No: (764 62 7S -9f' 7
Applicant's Sinatuy .
Date: Approximate Start
Contractor Information: /kypo/J Coa..'57~ e#i'o t)
Address: ,O, 1,0/f3 Zk Q$,4 ('>t 922.7,6
Number Street City State Zip Code
Phone Number: (7) jk ,31 -27. Contractors License Number: f3 '(S/" 5-
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. The Hub Counter (760) 777-7125.
Please Note: Inspections are normally performed Monday through Friday between 8am and 4pm
Permit No. 1A&c-' Expiration Date g//zozo
Permit Issued by:L_i ' Date Issued
Sign ature#71Kn inistrative Authority
Work Inspected by: Permit Completion Date:
Inspector's Signature
Comments:
Note: Driveway approach must be constructed per City of La Quinta Standard #221
REV: 11/27/2018
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SECTION A - A
COMMERCIAL: UP TO 8%
RESIDENTIAL: UP 109%
ISOMETRIC VIEW
NOT TO SCALE
I A — WEAKENED PLANE JOINTS
d @ 5 FT. INTERVALS7
I LOT LINE ' . I.
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2' MIN. FROM J . ___ I • CO
LOT LINE - .. .
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RIGHT-OF-WAY
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RESIDENTIAL 12' MIN. - 30 MAX.
COMMERCIAL 35' MIN. - 40° MAX.* —
PLAN VIEW
MAYBE REDUCED TO 30 FT.
MIN. WITH APPROVAL OF
CITY ENGINEER
COMMERCIAL: UP TO 8%
RESIDENTIAL: UP TO 9%
STREET GRADE STREET GRADE PREFERRED PREFERRED
SECTION B - B
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.
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%.
_______
PLAN No. I I No. DATE ENGINEERING DIVISION
REVISIONS I DEPARTMENT OF PUBLIC WORKS
(ut a of.. 14i,m1m$i I STANDARD I
PPROVEDBY DRIVEWAY 2211
,H YR.Jos
"'-Z4 A "WITH SIDEWALK I I
pwic "'/'I
J ADJACENT TO CURB j icw
I SHEET I
R.C.E No. 45A E. 12,31/12
[ A WEAKENED PLANE JOINTS -
5 FT. INTERVALS RIGHT-OF-WAY
LOT LINE a
—
— I
2 MIN, FROM _
LOT LINE e cli
5' SIDEWALK
4APRONWHEN /
STREET GRADE 1
EXCEEDS 4%
4:;
AI'
3' RESIDENTIAL 12 MIN. - 30 'MAX. 3'
— 4' - — —a a—
MIN. COMMERCIAL 35 MIN. -40 MAX.* MIN,
PLAN VIEW * MAYBE REDUCED TO 30 FT.
5' MIN. WITH APPROVAL OF
SIDEWALK RIGHT-OF-WAY CITY ENGINEER
I- ioo ** COMMERCIAL UP TO 8%
RESIDENTIAL: UP TO 9%
CONCRETE
SECTION A - A
DETAIL NOTES: I
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. \
CONSTRUCT THE PROFILE GRADE OF
THE PRIVATE ON-SITE DRIVEWAY SO COMMERCIAL UP TO 8%
THAT IT PROVIDES SMOOTH VEHICLE RESIDENTIAL UP TO 150/
ACCESS OVER THE DRIVE APPROACH.
5, CHANGE IN GRADES SHALL NOT
EXCEED 8%, UNLESS THE LENGTH IS 1' ISOMETRIC VIEW
LESS THAN 2 FEET THEN GRADE SHALL NOT TO SCALE
NOT EXCEED 15%.
REVISIONS DEPARTMENT OF PUBLIC WORKS
STANDARD
No. DATE ENGINEERING DIVISION
21y 4 PLAN No.
JAN-11 APPROVEDBY: DRIVEWAY 221
11 WITH SIDEWALK
N.E. SHEET
/Cr1yEneet ADJACENT TO R I W 2 OF 3 RCE. No 5843 Exp 12/31/12
I LOT LINE
2' MIN. FROM
LOT LINE -
• 4
.
.
I 4
.1
4
5' TRANSITION
6" VERTICAL
CURB
WEAKENED PLANE JOINTS
(b 5 FT. INTERVALS
<'/i'•
L RIGHT-OF-WAY
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••
N : • SIDEWALK
•
• -. .4 5TRANSITION
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4 rL CURB
WEDGE CURB A SEE STD. 211
.- RESIDENTIAL 12' MIN. - 30 MAX. —
PLAN VIEW
SIDEWALK RIGHT-OF-WAY
0100
1
DETAIL NOTES: 6" THICK I
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
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. -3I •
7. 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%.
DEPARTMENT OF PUBUC WORKS
No.ENGINEERING
tjg, o.
STANDARD
_____PLAN No.
I REVq
JAN-11 221 APPROVED BY:
DIVISION
DRIVEWAY I WITH
'SIDEWALK ADJACENT
I
SHEET
30F3 ' TO WEDGE CURB
ATE
S CyEtnw
R.C.E. No. 45843 J Exp. 12/31/12