DRVA2017-0004, 114z ttft1a.. See below for Finance Revenue Codes
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
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: 1/30/2017
LOCATION OF CONSTRUCTION(Street address or Description): 78170 CALLE CADIZ
PURPOSE OF CONSTRUCTION: DRIVEWAY APPROACH- PERMEABLE INTERLOCKING CONCRETE PAVEMENT
DESCRIPTION OF CONSTRUCTION: DRIVEWAY APPROACH /TADROS RESIDENCE
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 1/30/2017 TIME OF COMPLETION: 2/13/2017
ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials,-and debris,. backfil ling, compaction and placing
permanent resurfacing and/or replacing improvements) S
COMMENTS: THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PERMEABLE INTERLOCKING CONCRETE PAVEMENT DRIVEWAY
APPROACH WITHIN THE PUBLIC RIGHT OF WAY
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 appIicajes and ind regulations of the City of and
to pay for any additional replacement necessary as the result of this work.
of Applicant or Agent
ELAINE TADROS 78170 CALLE CADIZ LA QUINTA, CA 92253 (760)564-3387
Name of Applicant (please print) Business Address Telephone No.
FARLEY PAVING STONE CO INC P 0 BOX 10946 PALM DESERT, CA 92255 (760)773-3960-
Name of Contractor and Job Foreman Business Address Telephone No.
884218 LIC-3915
Contractor's License No. City Business License No.
KINSALE INSURANCE 5 0 01000148603
Applicant's Insurance Company Policy Number
Finance Revenue Code
TOTAL: $0.00
PERMIT NO: DRVA2017-0004
DATE ISSUED:
EXPIRATION DATE:
BY:
WORK IPECTED BY*:
PERMIT COMPLETION DATE*:
*If the work is covered bya Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council;
"TY DRIVEWAY APPROACH PERMIT APPLICATION
Applicant Information: I Applicant/Owner (please pfpt name here): " DIP.L)'743 t4
Applicant Address: T tlO CJtL.E C1%t, L JftJThc C c2
I Number Street City State Zip Code
I Address or Parcel No. of work location, if different from applicant's address above:
Number. Street -: City State Zip Code
Date: 1 ,25111 Applicant's Phone No: .ST64 —331
Applicant's Signature: (I4AlL _B) 7i1zo#'''
Approximate Start Date: t i30ifj Approximate Completion Date: Z11j11
Contractor Information: 3rEgLLzx)ix B.MH4cs 0p4.3e::3
Address: 75 iG ERL vJ%3oE ' j z2L I
Number Street City State. Zip Code
Phone Number: 173-11W Contractors License Number:
City Business License Number:
General Liability Insurance Company: Kj)..3'aALE... AIE.PoIicy No. Olcto4B6O3
Request for Inspection - Please call (760) 777-2037 before 130pm 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
Permit Fee $145 $145 Total Fee
Permit No. Expiration Date _l_l_
Permit Issued by: Date Issued _l j_
Signature of Administrative Authority
Work Inspected by: Permit Completion Date: _J_J_
Inspector's Signature
Comments:
Note: Driveway approach must be constructed per City of La Quinta Standard #ZZ1
POP-UP DRAIN AT LOWEST
ELEVATION. RECESS TOP
1/4 IN. (5 MM) INTO GRADE.
PLACE ELBOW ON MIN. 3 IN.
(75 MM) THICK COMPACTED
ASTM NO. 8 STONE
V
CONCRETE PAVERS
-
. 3 1/8 IN. (80 MM) THICK
TOP OF PVC LEVEL
NO. 57 STONE BASE JOINT FILL
- ASTM NO.8 BEDDING, CAST-IN-PLACE CONC.
2 IN. (50 MM) THICK . EDGE MIN. 4 IN. (100 MM)
WIDE. MORTAR OR
WITH TOP OF ASTM ASTM NO.8,9, OR 89
POLYMER ADHERED
T ASTM NO. 57 BASE PAVERS TO TOP
4 IN. (100 MM) THICK
SOIL WITH
VEGETATIVE COVER
O
)00 c,0o ••4:'ffi 'MIN.8IN.
o •
(200 MM)
COVER PIPE OPENING
AND FASTEN 16 MESH
FIBERGLASS SCREEN
SUBGRADE
\ OPTIONAL GEOTEXTILE
'— ASTM NO.2 SUBBASE UNDER SUBGRADE PER
MIN. 6 IN. (150 MM) THICK DESIGN ENGINEER
NOTES:
DESIGN, MATERIAL, AND CONSTRUCTION GUIDELINES TO FOLLOW ICPI GUIDE SPECIFICATIONS
DAYLIGHT DRAIN PIPE TO DRAINAGE SWALE. USE POP-UP DRAIN IN YARD (AS SHOWN) OR CONNECT TO STORM SEWER.
APPLY WATERPROOF MEMBRANE VERTICALLY AGAINST HOUSE FOUNDATION PRIOR TO PLACING SUBBASE AND BASE.
ALL SOIL SUBGRADES SHALL SLOPE TOWARD STREET.
SUBGRADE SOIL MAXIMUM CROSS SLOPE IS 0.5%. MAXIMUM LONGITUDINAL SLOPE IS 2% TOWARD STREET.
USE SOIL BERMS FOR LONGITUDINAL SOIL SUBGRADE SLOPES EXCEEDING 2% TOWARD STREET.
5% MAXIMUM SURFACE SLOPE.
CAST-IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP, IN SUCH CASES, CURBS SHOULD BE LEVEL WITH
CONCRETE PAVER FIELD.
THICKER SUBBASE AND/OR ADDITIONAL DRAIN PIPES MAY BE REQUIRED IF DRIVEWAY RECEIVES RUNOFF FROM
ADJACENT IMPERVIOUS SURFACES OR ROOFS.
NO.2 STONE MAY BE SUBSTITUTED WITH NO.3 OR NO.4 STONE.
DRAWING No.
PERMEABLE INTERLOCKING CONCRETE ICPI-80
PAVEMENT DRIVEWAY WITH CONCRETE CURBS SCALE
NO SCALE
It
INDEX OF SHEETS
1 TITLE SHEET
2 IMPROVEMENT PLAN
IN THE CITY OF LA QUINTA
CALLE CADIZ DRIVEWAY
CLL YUCATAN
I I I <I I
I
! ! ! <
MOZUA
CALLE TANPICO
AD 'N 0
A Vt LA
LA QUINTA
COMMUNITY
PARK
CADIZ
z 0 0'
0 0
I I !I I
-SI I I
<I I I <I
GRADING NOTES
STANDARD GRADING NOTE I NOT APPLICABLE.
STANDARD GRADING NOTE 2 NOT APPLICABLE.
THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING
CARDING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLAN S,
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE
PROViDED TO PREVENT PONOING WATER AND DAMAGE TO ADJACENT PROPERTY.
5, STANDARD GRADING NOTE 5 NOT APPLICABLE.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 3:1.
T STANDARD GRADING NOTE 7 NOT APPLICABLE.
B. STANDARD GRADING NOTE N NOT APPLICABLE
9 FINISHED SURFACE SHALL BE COMPACTED TO A MINIMUM OF NINETY (RU) PERCENT OF
LRAIA4UM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 70
I0 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. UNLESS OTHERWISE SHOWN ON PLAN. GELD
DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002,
DR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
TU STANDARD GRADING NOTE ID NOT APPLICABLE,
11 STANDARD GRADING NOTE 11 NOT APPLICABLE.
12 LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINES BY THE SOILS
ENGINEER DR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF
ALL FILL PLACED. TESTING IN AREAS OF H CRITICAL NATURE OF SPECIAL EMPHASIS
SHALE BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS
13 THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL
CONTAIN THE TYPE OF GELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED
WITH THE METHOD OF OBTAINING THE IN-PENCE DENSITY, WHETHER SAND CONE DR
DRIVE RING, AND SHALL BE SD NOTED FOR EACH TEST. SUFFICIENT MAXIMUM
DENSITY DETERMINATION SHALL BE PERFORMED TO VERITY THE ACCURACY OF THE
MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
14 STANDARD GRADING NOTE 14 NOT APPLICABLE
15 STANDARD GRADING NOTE 15 NOT APPLICABLE
16 STANDARD GRADING NOTE 16 NOT APPLICABLE.
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION UT SUBSEQUENT
IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR IG FINAL ACCEPTANCE
OF STORM DRAINAGE RETENTION/INFILTRATION FACIUTIES, THE CONTRACTOR SHALL
CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST
DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE
FACILITIES
18 THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES
AS REQUIRED NT THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT ALL MEASURES
SHALL BE TO THE SATISFACTION OF THE CITY
CALLE CADIZ
DRAINAGE PROJECT
SrrE
VICINITY MAP
NO SCALE uiirry NOTIFICA11ONS
NEITHER THE OWNER OR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT
SHOWN. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION GE EXISTING
UNDERGROUND UTILITIES PRIOR OS TRENCHING AND SHALL BE REQUIRED TO TAPE ALL
PRECAUTIONARY MEASURES TO PROTECT ALL UNES SAGAN AND/DR ANY OTHER
UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. CALL
DNDERGROUND SERVICE ALERT (USA) 1-800-'227-2600 AT LEAST TWO WORKING DAYS
PRIOR TO EXCAVATION,
CONTRACTOR SHAI I TAKE ALL NECESSARY PRECAUTIONS TO SUPPORT AND PROTECT IN
PLACE ALL EXISTING UTIUTIES PARALLEL TO THE PROPOSED SEWER LINE. EXISTING UTILITIES
(WATER, TELEPHONE, GAS AND LED.) SHALL REMAIN IN OPERAIION AT ALL TIMES UNLESS
APPROVED IN WRITING BY APPROPRIATE UTILITY COMPANY.
THE CONTRACTOR IS REQUIRED TO NCTITY THE EXISTING UTILITY COMPANIES IN THE
AREA BEFORE THE START OF ANY WORK. THE UTILITIES IN THE AREA ARE,
WATER/SEWER CUACHELLA VALLEY WATER DISTRICT
(760) 388-2651
ELECTRICITY IMPERIAL IRRIGATION DISTRICT
(760) 398-5854
GAS THE GAS COMPORT
(760) 321-4534
TELEPHONE VERIZON
(TAO) 864-1715
CABLE TELEVISION TIME WARNER CABLE
(760) 340-1312
NOTE TO CONTRACTOR
CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE OR DISTURBED ADJACENT PROPERTY AND
HARDSCAPE, AND SHALL REPLACE IN KIND TO MATCH EXISTING.
I' 78-170 CALLE CADIZ
MATCH
8±
MATCH .
EX GAS METER
20±
NEW PERMEABLE
INTERLOCKING PAVEMENT
WITH CONCRETE CURB
(SEE DRAWING NO. ICPI-80)
SUMP
REMOVE EXISTING
MP P
CONCRETE AND
WELL
5 U
REPLACE WITH
GRAVEL OR
\
— \ —@o.o OGIJT
22) G11T
43 20 FS SPLASH PAD
REMOVE EX CONIC DWY
ii 4~~[
4
)4 T.
REPLACE WITH PERMEABLE EINTERLOCKING PAVERS
(SEE DRAWING NO. ICPI-80)
I- — — — — — — — —I
C,\LLECOIZ -
5 2.5 0 5 10 15
SCALE. 15'
IT'S THE LAW! DIAL BEFORE YOU SIGH APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA QUINTA
78170 CALLE CADIZ DRIVEWAY 2
OF INTEN-14 TO ~RAOE OR EXCAVATE DRAINAGE IMPROVEMENTS
Under rourd S ce Alert
Call: TOLL FREE . .
. IMPROVEMENT PLAN
11#4
1 -800 __________________________________ LOCATED IN A PORTION OF SECTION 6
22726OO IMOTHY R. JIJNASSGN, P.E. TOWNSHIP 6 SOUTH, RANGE 7 EAST, SEDAN
PUBLIC WORKS DIRECTOR/CITY ENGINR
EXP. DAD
EE
E: 12/31/16