DRVA2019-0017/
P
DRIVEWAY APPROACH
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4Qu
AUG 272019
PUBLIC WORKS CONSTRUCTION
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See below for Finance Revenue Codes
CITY OF LAQUINTA
For theD1&&0 IEIQRIE1b ?ATh1Ntbs, 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): 53145 AVENIDA RAMIREZ
PURPOSE OF CONSTRUCTION: NEW DRIVEWAY APPROACH.
DESCRIPTION OF CONSTRUCTION: MARQU EZ /_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: $0.00 (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.
p1TEäii[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
845115
Contractor's License No.
CONTRACTORS SHIELD INSURANCE CO
Applicant's Insurance Company
Finance Revenue Code
PERMIT INSPECTION
DRIVEWAY RESIDENTIAL $160.00
TECHNOLOGY ENHANCEMENT FEE $5.00
TOTAL: $165.00
Telephone No.
LIC-0100746
City Business License No.
DSI-1256863-02
Policy Number
PERMIT NO: DV2019-0017
DATE ISSUED:
EX5ON DATE:
WORK INSPECTED BY*:
PERMIT COMPLETION DATE*:
*If the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
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DRIVEWAY APPROACH PERMIT APPLICATION
Applicant Information:
Applicant/Owner (p/ease pj t name here): New TDuc4e. Zt.
Applicant Address: P I&k /01 f U-2-U-2-7,6z;
Number Street City State Zip Code
Address or Parcel No. of work location, if different from applicant's address above:
,$'trn44 14/&Z C ji#.$i
Number Street City State Zip Code
Date: Applicant's Phone No: (76 2 7S —976 7
Applicant's Signatu
Approximate Start D Date:
Contractor Information: /kypo4 6104i57.€ #,o t
Address: , l3eS( //9 774 u5frlvb f*/inc ('A 9i-zZ
Number Street City State Zip Code
Phone Number: (2k') 3-5D272 Contractors License Number: e'xc-i, c
City Business License Number: f007c'
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
tht4 P2Ol9—O0fl
Permit No c i
W;77 Permit Issued by: Date Issued 1-711-9 Signature!ministrative Authority
Work Inspected by: Permit Completion Date:
Inspectors Signature
Comments:
Note: Driveway approach must be constructed per City of La Quinta Standard #221
REV: 11/27/2018
4
LOT LINE
—
2' MIN. FROM
_ _ 4' LOT LINE
WEAKENED PLANE JOINTS
@5 FT. INTERVALS 7
RIGHT-OF-WAY
t
4'
04 6' SIDEWALK
1
FL
* MAYBE REDUCED TO 30 FT
MIN. WITH APPROVAL OF
CITY ENGINEER
COMMERCIAL: UP TO 8%
RESIDENTIAL: UP TO 9%
A 'u-
RESIDENTIAL 12 MIN. - 30' MAX.
COMMERCIAL 35' MIN. - 40' MAX.*
I Aki %IAI
I - RIGHT-OF-WAY
VARIES
,2% MAX.
I1
- 11. LIP LIP iTAX.
6" THICK CONC.
SECTION A - A
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.
3, 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. Co m mERCIAL• 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%.
PLAN No.
NREVISION
JSJ
DEPARTMENT OF PUBLIC WORKS STANDARD
ENGINEERING DIVISION &r 4
APPROVED BY; DRIVEWAY 221
EJOSS
PEXA
E.DTE
WITH SIDEWALK SHEET
PubItcWorksQL/i9iner 11,/I' ADJACENT TO CURB 10F3 R.C.E No 4584 . 12/31/12
I A WEAKENED PLANE JOINTS -
I @ 5 FT. INTERVALS RIGHT-OF-WAY
I LOT LINE -
2 MIN FROM
LOT LINE -
5' SIDEWALK
04
4' APRON WHEN /(ni
STREET GRADE Lu
'a(
EXCEEDS 4%
4L rL
3 RESIDENTIAL 12' MIN. -30' MAX. 3'
MIN. COMMERCIAL 35' MIN. - 40' MAX .* MIN.
PLANVIEW * MAYBE REDUCED TO 30 FT.
5 MIN. WITH APPROVAL OF
SIDEWALK RIGHT-OF-WAY CITY ENGINEER
ioo ** COMMERCIAL UP TO 8%
-
RESIDENTIAL: UP TO 9°/D
1 LIP MAX.
CONCRETE
SECTION A - A
DETAIL NOTES:
1 ALL CONCRETE SHALL USE TYPE V t'
CEMENT AND PER CITY STANDARD 200. 401
20 FEET OF FULL-HEIGHT CURB REQUIRED
BETWEEN DRIVEWAYS WITHIN ANY ONE
PROPERTY FRONTAGE.
. USE 6 MIL PLASTIC SHEETING WHEN
A.
ABUTTING SOIL HAS A HIGH SULFATE
CONTENT. N
CONSTRUCT THE PROFILE GRADE OF g
THE PRIVATE ON-SITE DRIVEWAY SO COMMERCIAL UP TO 8%
THAT IT PROVIDES SMOOTH VEHICLE RESIDENTIAL UP TO 150/,
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
STANDARD
- No
ENGINEERING DIVISION
(jy, 4 14&AL II PLAN No.
6
JAN-li APPROVED BY:
r,
DRIVEVVAY 221
HP!,blic:Zrks
_/J WITH SIDEWALK
MOTHYR SHEET
NA N.P.E. AT
ec ICily Engrew
ADJACENT TO R I VV 2 OF 3 R_ No 45&43 Cop. l2/31I2
L
LOT LINE
2' MIN. FROM
LOT LINE
. 4.
TRANSITION
a a
& VER1iCAL—''•
CU
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.
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%.
A WEAKENED PLANE JOINTS
(b 5 FT. INTERVALS
..1J
r
••4• 4
.-.
•• •.d •• •
••. :
.
I a • • • • I N
• : - SIDEWALK
4••• S _
.
". • . "
TRANSITION
I
• 1 • •
& VERTICAL
rL
WEDGE CURB
CURB
A SEE STD. 211
- RESIDENTIAL 12' MIN. -30' MAX. -
PLAN VIEW
SIDEWALK RIGHT-OF-WAY
2%
W
0100
VARIESI
CONCRETE
WED, CURB
SEE STD. 211 SECTION A - A
ISOMETRIC VIEW
NOT TO SCALE
REVISIONS DEPARTMENT OF PUBUC WORKS PLAN No. — ENGINEERING DIVISION
________________________ ( .4!N$s STANDARD
Oar
No. DATE
DRIVEWAY WITH 221 JAN-11
SIDEWALK ADJACENT —
JEW
_____
NA6N,P.E. DATE SHEET
— Lla2blww TO WEDGE CURB 30F3 ACE. No. 45843 E,. 12/31/12