510544Q
MoF•�
ENCROACHMENT PERMIT
'PUBLIC WORKS CONSTRUCTION
Finance Revenue Code E-1
D Q �
7JUN 0 2006
CITY OF LA QUINTA
FINANCE DEPT.
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.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:June 6, 2006
LOCATION OF CONSTRUCTION (Street address or Description): Mirage of La Quinta TM 32279; 581 West of Madison
PURPOSE OF CONSTRUCTION: Onsite street.and storm drain
DESCRIPTION OF CONSTRUCTION: See PSN 05208 and PSN 06067
DIMENSION OFINSTALLATION OR REMOVAL: See PSN 05208 and PSN 06067
APPROXIMATE TIME WHEN WORK WILL BEGIN:June 12, 2006 TIME OF COMPLETION:Will provide schedule
ESTIMATED CONSTRUCTION COST: $295,266.00 (Including removal of all obstruction, materials,'and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS: 178,601.00 + 116,665.00 = 295,266.00
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 124) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances, the' terms and conditions of.the permit and alns o the City
of La Quinta and to pay for any additional replacement necessary as the result of this work. teru atio
Signatu of Applican or Agent
Standard Pacific Homes - Rosie Lara 1717 E. Vista Chino Rd. Ste A-7 (949) 789-1600 (760) 218-8258
Name of Applicant (please print) Business Address Telephone No.
To Be Determined
Name of Contractor and Job Foreman Business Address Telephone No.
641665
Contractor's License No.
City Business License No.
Old Republic Insurance Company MWZY56825
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$8,860.00
$100.00
$ 2,000.00
$10,960.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5105
DAT PP OVED:
EXPI 10 ATE: - p
BY: _.
Administrative Authority
i'
i
Ji .
b
MR—
Dimensionof • or - •
t /
Approximate Construction Start Date: !r//Zho(o
Approximate Construction Completion Date: � Qro,,;9z e-
Estimated Construction Cost: $ l 7 9, 601 +- 11 b.66 — A Z9' , Zt!, h . o 3
Estimated Construction Cost shall include the removal of all obstructions"materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Lc, Lin 6 Phone Number: _176oi 218 -k 2S
Name of Applicant:
Applicant Address: / ,e-- ✓ `
Applicant Telephone Number: /9`f ci) 7Sr9
Name of ContractorT 6
Contractor Address: T 3
Contractor Telephone Number:
Contractor State License Number: CP 41/
Contractor City Business License Number: /0 12- 8"(0
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t
)l c nt or Contractor General Liability Insurance Company:
A/p1p�licffant or Contraactor Gene al Liability Insurance Policy Number:
l /I /Y !fin n—L I ` c � �n f i1L.- w i0 ( w 11A IA.,"
Office Use Only:
Inspection Fee:
p?
o
6 0• O J
Permit Fee:
I Q 0,
As -Built
Deposit:
0 V
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date: ✓ J
Expiration
Date:
Issue
Date:
Administrative Authority:
" `
t �"
'�'
r
OUTSTANDING BOND REPORT
`Name: ---_____ Standard- acific Coachella Valley
Tract No: 32279 77��.
w D_ate_of-Contract: -February 8 2006 tea.
Required Bond Amounts: ���
On -Site
Grading
$126,803 / $126,803
Storm Drainage
$116,665 / $116,665
Streets
$178,601 / $178,601
Water
$101,833 / $101,833
Sewer
$
90,355 / $
90,355
Dry Utilities
$
68,750 / $
68,750
Perimeter Wall
$
64,32 0/ $
64,320
Monumentation
$
1,000
Standard .10% Cont.
$
7.4,833 / $
74,733
Prof. Fees Design
$
82;316 / $
82,206
Prof. Fees Const.
$
82,316 / $
82,206
Off -Site
Storm Drainage
$
11,585 / $
11,585
Streets
$
52,142 / $
52,142
Sidewalk
$
7,590 / $
7,590
Water
$
19,014 / $
19,014
Sewer
$
4,460 / $
4,460
Avenue 58 Street Light
$
4,000 / $
4,000
Monumentation
$
2,000
Standard 10% Cont.
$
10,079./ $
9,879
Prof. Fees Design
$
11,087 / $
10,867
Prof. Fees Const.
$
11,087 / $
10,867
Dates of Bond Reductions:
(Note: Labor & Materials. Bonds are higher than required)
Outstanding Bonds and Bond Company: Continental Insurance
Amount: Bond No. Date Cancelled/Released:
$987,792 (P1 929383642
5 $987,792 (L&M) same
$133,044 1P1 929383643
' $133,044 L&M same
$ 15,000 (PM 10) 929388860
$ 5,000 (cash deposit in` Finance)
ENGINEERS ESTIMATE - WATER & SEWER (CVWD)
MIRAGE OF LA QUINTA�T,,WCTiN0N3227,9 JOB NO.: 175754
ENGINEER: P&D CONSULTANTS - 619-291-1475 DATE: 3-5-05 REV.11-1-05
ITEM
QUANTITY
UNIT
I UNIT PRICE
COST
WATER:
8" DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT
1,537
LF
$27.00
$41,499
6" DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT
8" D.I. TEE
20
LF
EA
EA
$24.00
$200.00
$1,500.00
$480
1
1
5
$200
18"x18"x18" D.I. TEE
$1,500
8" D.I. G.V. (EPDXY LINED AND COATED)
EA
EA
$600.00
$4,700.00
$3,000
$14,100
18" D.I. B.F.V. (EPDXY LINED AND COATED) _
FIRE HYDRANT ASSEMBLY (WET BARREL)
_3
5
30
1
EA
EA
$2,000.00
$1,000.00
$10,000
$30,000
1" SERVICE
8"x 4" REDUCER
8"x 6" REDUCER
4" B.O. ASSEMBLY
8" - 22 1/2 ° BEND
8" - 45° BEND
EA
$400.00
$400
1
EA
$400.00
$1,500.00
$400
$3,000
2
1
EA
EA
$200.00
$200
$600
3
1
7
EA
$200.00
END PLUG AND CAP
EA
EA
$200.00
$20.00
$200
$140
2" PVC SLEEVE
12" STEEL SLEEVE ASSEMBLY
1
1
EA
EA
$2,000.00
$2,000
18" x 8" REDUCER
$1,200.00
$1,200
TOTAL WATER: $108,919
SEWER:
8" V.C.P. SEWER
4" V.C.P. LATERAL
48" MANHOLE
1,509
LF
$27.00
$40,743
30
EA
EA
$350.00
$1,500.00
$10,500
7
2
$10,500
6" CLEANOUT
EA
$250.00
$500
TOTAL SEWER: $62,243
Q�pFESSlnN SUBTOTAL: $171,162
�pYMO�yOgl<n 10%CONTINGENCY $17,116
c� 4� No. 44016 t" TOTAL: $188,278
Exp. MOM �
��qTE 8FAL
�1-�FO��\p ��• Z
PAUL R. KANE P.E. RCE 44016 DATE:
PAENGR\175754-La Quinta.11\Excel\S&W-estimate-11-1-05.xls
i
II IMPROVEMENTS - ONSITE SHEET 2 OF 3
3" A.C. OVER 4.5" C.A.B. _($0.28 SF/IN AC; $0.11SF/IN CABS
62,075
SF
$1.34
___ $83,181
6" CURB & GUTTER
6" WEDGE CURB
491
LF
$11.00
$5,401
2,433
LF
$15.00
$36,495
6" MEDIAN CURB
1,163
LF
$9.50
$11,049
STREET SIGN
1
EA
$345.00
$345
4" SIDEWALK (P.C.C.)
1,765
SF
$2.90
$5,119
MONUMENTATION - LUMP SUM
1
LS
$1,000.00
$1,000
PERIMETER WALL
DRY UTILITIES
PEDESTRIAN RAMP
2,144
1,375
SF
LF
$30.00
$50.00
$64,320
$68,750
1
EA
$750.00
$750
18" RCP STORM DRAIN PIPE
24" RCP STORM DRAIN PIPE
WATER TIGHT JOINTS
151
LF
$45.00
$6,795
562
20
LF
EA
$50.00
$28,100
$350.00
$7,000
STORM DRAIN CLEANOUT
GRATED INLET
STORM DRAIN OUTLET STRUCTURE
3
EA
$4,000.00
$12,000
4
1
EA
EA
$3,500.00
$2,500.00
$14,000
$2,500
SAND FILTER & LEACH LINES
1
EA
$5,000.00
$5,000
8" DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT
1,619
LF
$27.00
$43,713
6" DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT
20
1
LF
EA
$24.00
$200.00
$480
8" D.I. TEE
8" D.I. G.V. (EPDXY LINED AND COATED)
$200
5
EA
$600.00
$3,000
FIRE HYDRANT ASSEMBLY (WET BARREL)
1" SERVICE
5
30
EA
EA
$2,000.00
$10,000
$1,000.00
$30,000
8"x 4" REDUCER
8"x 6" REDUCER
1
1
EA
$400.00
$400
EA
$400.00
$1,500.00
$400
$3,000
4" B.O. ASSEMBLY
2
EA
8" - 22-1/2 ° BEND
8" - 45° BEND
END PLUG AND CAP
1
EA
$200.00
$200
3
1
EA
EA
$200.00
$600
$200.00
$200
2" PVC SLEEVE
12" STEEL SLEEVE ASSEMBLY
7
1
EA
$20.00
$140
EA
$2,000.00
$2,000
8" V.C.P. SEWER PIPE
1,453
30
LF
EA
$27.00
$350.00
$39,231
4" V.C.P. LATERAL
48" MANHOLE
$10,500
6
EA
$1,500.00
$9,000
6" CLEANOUT
2
EA
$250.00
$500
TOTAL IMPROVEMENTS-ONSITE: $505,368
P:\ENGR\175754-La Quinta II\Excel\ImpGrd-estimate-11-1-05.xls
GRADING AND IMPROVEMENTS TOTALS: SHEET 3 OF 3
PAUL R. KANE P.E. RCE 44016
SUBTOTAL: $721,450
10% CONTINGENCY $72,145
TOTAL: $793.595
DATE:
PAENGR\175754-La Quinta II\Excel\lmpGrd-estimate-11-1-05,xls
ENGINEERS ESTIMATE - GRADING & IMPROVEMENTS SHEET 1 OF 3
MIRAGE OF LA QUINTA - TRACT NO. 32279 JOB NO.: 175754
ENGINEER: P&D CONSULTANTS - 619-291-1475 DATE: 3-5-05; REV.3-14-05; REV.11-1-05
ITEM I QUANTITY I UNIT I UNIT PRICE I COST
GRADING I
CLEARING AND GRUBBING 9.71 AC $575.00 $5,583
EARTHWORK (INCLUDES OVER -EXCAVATION) 54,610 CY $2.00 $109,220
FINE GRADING 30, LOT $400.00, $12,000
TOTAL GRADING: $126,803
IMPROVEMENTS - OFFSITE
3.'-'..A...C..OVER 4.5" C.A.B. ($0.28 SF/IN AC; $0.11 SF/IN CAB)
4" A.C. OVER 6" C.A.B. ($0.28 SF/IN AC; $0.11 SFIIN CAB)
1" A.C. OVERLAY
.... ... ... .. .. ......
8" CURB & GUTTER
STREET LIGHT
6" A.C. DIKE
4" P.C.C. MEANDERING SIDEWALK (8- WIDE)
6" P.C.C. CROSS -GUTTER
PEDESTRIAN RAMP
MONUMENTATION - LUMP SUM
5% TRAFFIC CONTROL (<$1,000,000)
STREET SIGN
18" RCP STORM DRAIN PIPE
CURB INLET
CURB OUTLET
STORM DRAIN OUTLET STRUCTURE
SAND FILTER & LEACH LINES
8" DIP WATER MAIN w/ POLYETHYLENE ENCASEMENT
18"x18"x18" D.I. TEE
18" D.I. B.F.V. (EPDXY LINED AND COATED)
18" x 8" REDUCER
8" V.C.P. SEWER
48" MANHOLE
1,342
7,006
10,814
S.F..-
SF
$1.34
$1,798
$1.78
$12,471
$4,866
SF
$0.45
$11.00
359
LF
$3,949
1
EA
LF
$4,000.00
$8.00
$4,000
201
$1,608_
2,024
1,333
SF
$2.90
$5,870
SF
$5.15
$6,865
$1,500
EA
$750.00
1
LS
$2,000.00
$2,000
LS
$2,246
1
EA
$345.00
$345
43
LF
EA
$45.00
$4,000.00
$1,935
1
$8,000
EA
$2,300.00
$2,300
1
EA
$2,500.00
$5,000.00
$2,500
1
EA
$5,000
82
LF
$27.00
$1,500.00
$2,214
$1,500
1
EA
1
EA
$4,700.00
$14,100
EA
$1,200.00
$1,200_
56
LF
$27.00
$1,512
1
EA
$1,500.00,
$1,500
TOTAL IMPROVEMENTS-OFFSITE: $89,279
I
P:\ENGR\175754-La Quinta llT=xcelklmpGrd-estimate-1 1-1-05.xls
9Ws
A 01.1
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF U QXNTA AND THE
STANDARD S-EORCA17ONS FOR PUBLIC WORKS CONSIRUCRO4 LATEST EDIRON, AND THE CITY OF LA QU/NTA
STANDARD PLAN; DATE AUGUST 11 2001 OR LATEST EDIROV
ON -SITE STORM DRAIN IMPKOVEMENT PLANS
nrronr_z7 /)zT A InrrrnrTn
,ABERE
N5:
2 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO ME CITY OF LAORTH
OUINTA PUBLIC NARKS DEPARMENI FOR THE NECESSARY PERMITS AND 70 BE RESPONSIBLE FOR SATISFACTORY
N
NORM
TRA CT No. 32279
COMPLIANCE WIN ALL CURRENT ENVIRONMENTAL REGULATIONS WRING THE LUFE OF CONSIRUCDOR ACTIVITIES FOR
THIS F'RO.EGL ADDInORAL STUDIES ANO/OR PERMITS MAY BE REWIRED.
E
W
��
*EST
d
LA Q UINTA, STATE OF CALIFORNIA
J IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA
AC
ASPHALT commiE
DEPARTMENT OF TRANSPORTATION (C4L7RANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN
C&C
CURB AND GUTTER
THE STATE RIGHT OF WAY.
ESMT.
EASEMENT
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS RECUIRED BY THE CITY OF LA OWNTA OR OTHER GOVERNING
°
oN
DEPTH
m1R£cn°v
AGENCIES
& THE CONTRACTOR SHALL NOTIFY ME CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY CRAVING.
EA
EX
EACH
DOSING
_._ =:
--"�-..:;'.- =`=r =_' G=::.d•",- j"c'i'�-. ».
;t}- ._...- ._. __.f
......, ��-: `ii
BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO
WV.
INVERT
REWIRING INSPECTIORS
LAT
LATERAL
6. THE LOCATIONS OF EXISTING UNDERGROUND URU17ES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
IF
MAX
LINEAR FEET
MAXIMUM
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL M17NC UTILITIES BEFORE COMMENCING WORK HE
AGREES l0 BE DILLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
NO
NUMBER
EXACTLY LOG TE AND PRESERVE ANY AND ALL URUTIES
NIS
NOT TO SCALE
PROP
PD
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIME REMOVAL REPLACEMENT OR RELOCATION OF ALL
PU£
PUSUC BLIC UTILITY EASEMENT
REGULATORY, WARNING AND WIDE 9ORS
RW
RIGHT-OF-WAY
a STREET NAME SILKS AND TRAFFIC CONTROL SIGNS TYPE AND LOCATION 91AU BE APPROVED BY THE CITY
SW
SIDEWALK
ENGINEER. TRAFFIC STRIPING. LEGENDS AND PAVEMENT MARKERS TYPE AND LOCATION 91ALL BE APPROVED BY
TYP
TYPTCAL
THE CITY ENGINEER
PE
PAD ELEVATIONS
TV
TOP OF RB
9. THE CONTRACTOR SHALL NOT DISTURB EOSTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS
fLC
F
ROW UNE OF GUTTER
O
OR FOUND DURING CONSTRUCTION REMOVAL AND REPLACEMENT SHALL- BE DONE BY A REGISTERED CIVIL
PCC
POINT OF COMPOUND CURVE
ENGINEER WIN AN ACE NUMBER BELOW 3.1966. OR A LICENSED LAND SURVEYOR ONLY.
PRC
PONT OF REVERSE CURVE
10. CCNSM UCROR OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ORE HALF MILE OF HUMAN OCCUPANCY
FC
FINISH GROUND
94AU BE PERFORMED ONLY WRING THE TIME PERIODS AS FOLLOWS
FS
FEWS H SURFACE
POINT OF CURB RETURN
OC70BER IST TO APRIL 30TM. MONDAY - FRIDAY 7.00 AM TO 1-30 PM
s
BC
c
WRVS
S4TURDAY &DO AM TO S00 PM
£C
END
END CURVE
MAY 1ST TO SEPTEMBER 307H: MWDAY - FIDAY &OO AM TO 7:00 PM
RT, IT
RIGHT. LEFT
S47URDAY &00 AM TO 100 PM
FL
ROW LINE
PE
PROPERTY LONE
WORK 9ULL BE PRLW37ED ANY 77ME ON SUNDAYS OR ON FEDERAL HOLIDAYS THE CITY RESERVES THE RIGHT TO
¢
LENTElI1NE
APPLY FURTHER TIME RESIRTCTWS AS NEEDED TO WORK OCCURRING W ARTERIAL AND COLLECTOR SIM Is
FN
FIRE HYDRANT ASSEMBLY
WRING H194 MAMC VOLUME HOURS
ST LT
STREET LIGHT & PULL BOX
IT. ALL TRAVELED WAYS MUST BE CLEANED DORY OF ALL DIRT, MUD AND DEBRIS DVWTED OR THEM AS A
RESULT OF THE GRADING OPERATION. GLEANING IS TO BE DONE TO THE SATSFACT°N OF THE CITY ENGINEER.
O
MAP rGr�,.ND
I2 ALL CONSTRUCTION AREAS 91AU BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE MTN THE STATE
IMPROVEMEN7S
SrMea
MANUAL OF WARNING SIGNS LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE Or WORK UPON HIGHWAY$ N
ORDER TO CLIMINATE ANY HAZARDS
9HEEl NO
OIL
IJ CONSTRUCTION PROECIS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT D HARLE
SHEET AREA - - -
a1MN477ON SYSTEM (NPDES) PERMIT. ONNERS/DEVELORERS ARE REWIRED TO FILE A NOTICE OF INTENT (NO)
SUBDIVISION BOUNDARY-
MTN THE WATER RESOURCES CONTROL BOARD (SWRCB� PREPARE A STORM WATER POLLUTION PREVEN°CW PLAN
LOT Na
!
(SWPPP) AND MONITORING PUN FOR THE STE THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SM704 IS A
NATKNAL PROGRAM 70 CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS
IMP(JEMENIED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD.
14. THE CITY RETAINS TILE RIGHT TO REQUIRE PUN REti+9LNs AS NECESSARY, SU9SEOUENT TO PLAN APPROVAL
OEM
BUT PRIOR TO COMPLETION O' THE IMPROVEMENIS SHOWN OR THESE PLANS F ANY NEW SlTT , IMPROVEMENTS
NAME
AUC HOUSING PARTNERS INC
HAVE BEEN INSTALLED BY THE CITY OR A TURD PARTY CUMIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS
ADDRESS
: 14107 WNaHESTER BLVD. SUITE N
PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE
LDS CA= CA 95032
FUNS AS ORIGINALLY APPROVED. ALL COSTS INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT o0SM
In
(408) 866-5511 FAX (408) 866-55M
INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BONE BY THE NPROVOWENT SPONSORS
iS THESE PLANS ARE VAUD FOR A PERIOD NOT TO EXCEED ECRTEN (18) MOUTHS FROM DATE OF APPROVAL
ASSESSORS
PARCEL N0:
TIE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCA TED MTN UPDATING THE FUNS INCLUDING BUT NOT
762-240-11
LIMITED TO DESM AND IMPROVEMENT COSTS To AFFECT aMPUANGE WTH ANY NEW Cry STANDARDS
ORDINANCES OR LAWS AND REGULATIONS ENACTED OR ADOPTED BY THE CITY OR OTHER VRMCIAONS WITH
AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE
CONTRACTOR NOTES:
SHEET
INDEX MAP.
1. ALL LOCAL DEPRESSIONS SHALL BE CONSTRUCTED PER STREET IMPROVEMENT PUNS IN ACCORDANCE WIN Cry
OF U WNTA STANDARD PUNS HOWEVER, ALL CATCH BASINS WILL BE CONSTRUCTED PER ME STOW DRAIN
PLANS EXCEPT FOR ME AVENUE 58 INLET W 04 WLL BE CONSTRUCTED PER TH£ STREET WPROVEMENT PUNS
2 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE
RECORDS ARE OCC71D WIN THEN APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PUNS
OR PRECEDING WITH THE IMPROVEMENTS PURSUANT 7 EREM AGREES TO ASSUME LIABILITY AND TO HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES REPORTED TO THE UNDERSIGNID, NOT INDICATED OR SHOWN ON THE
RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TAKE WE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER AMF49MS TO PR07ECT THE UIILIRES OR STRUCTURES SHOWN
AND ANY OTHER U7TURES OR STRUCTURES FOUND AT THE SITE IT SHALL BE CONTRACTORS RESPONSIBILITY TO
NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
A CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WIN GENERALLY ACCEPTED CWSMUC77CIV PRACRCES
CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPON-SIBILITY FOR JOB SITE
CONDITIONS WRING THE COURSE OR CONSTRUCTION OF THE PROECr INCLUDING SAFETY OF ALL PERSONS AND
SiEFF AID
777LE
J
COVER SHEET
2
FYPArAL DETAILS
3
UN£ A: LINE 9; LINE D•
LINE E• AND UNE F•
4
LINE 9• AND LINE 'C•
PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE 70 APPLY CONTINUOUSLY AND NOT BE NOTED 70 NORMAL
m, M79 I37DIIU
WWMC HOURS AND CONSTRUCTOR CONTRACTOR FURTHER AGREES 70 DEFEND, INDEMNITY AND HOLD DESIGN
Bl9N NOT SIZED FOi
PROFESSIONAL HARMLESS FROM ANY AND ALL UARUTY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE
0791E MANAGE FAO
OF WORK ON THIS PRO.ECT, EXCEPTING UABUTY ARISING FROM ME SOLE NEGLIGENCE OF DESIGN PROFESSIONAL
IR .T[HY4
I. P&D CONSULTING MAKES NO REPR£SENTAROV CONCERNING THE ESTIMATED QUANTITIES ON
'
THESE PLAN$ OMER MAN THAT ALL SUCH FIGURES INCLUDING ALL EARTHNERK NUMBER;
ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT 9OLL BE THE I
CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESlIM47F FOR CONSIRUCRON _
AND OR COST PURPOSES ME ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS
BETWEEN ESTIMATED QUANRRES AND THE ACTUAL QUANTITIES AT THE TIME ON
S (FL000 ZONE DESIGNATION "X" pANEI
0709001OB DATED 08-19-91
i
�-,1./I� I I�i
VICINITY MAP
\,lr 1 I - /,• . I I N7S
P ( -
it
`. ti Jb5
}. .
O -
°"i ,/
CBB2
=a.a as
i I •' `
-8.6 .CF'S - 4.p&7 CFS "' 0 . 1`
=aCFS ( °' 100• 0' 100' 200' J00'
i.q_ `•i•� T',N �� i %� '^. �` � ^. TI � f `�^�� GRAPHIC SCALE: 1*=100'
'.°aka- r. �... � ,. .. •.� J-�`�..�1'-�--� ...
CE
Li I Y• 1� II i, - ,� `
�T
�i- ;-TFMEREfNCX 01fRE1vN7/ _
SCALE.- 11-100'
RMA77ON
WA TER COACHEILA VALLEY WATER DISTRICT ..........
(760) J98-2651
SEWER C A00 A VALLEY WATER DISTRICT , , ,
, , , , , , , (760) J98-2651
ELECTRIC IMPERIAL IRRIGATION DISTRICT ...............
(800) J03-7756
GAS • THE GAS COMPANY.............................(800)
427-2200
TELEPHONE WRIZZON................................(800)
48.E-5000
CABLE TV RUE WARNER CABLE .......................(760)
J40-IJ12
USA: UNDERGRQUND SERVICE ALERT .................
(760) 227-26W
CONSTRUCTION NOTES
AND QUANTITY ESTIMATES
NOTE: USE TOPE V PORTEND CEMENT PLUS POZZOLAN WIN A MAXIMUM
WATER CEMENT RATIO OF O45 USING A MINIMUM 4,500 PSI CONGRE7E
MIX ON ALL CONCRETE STRUCTURES IN CONTACT WIN SOT.
STORM DRAW NOTES:
1. ALL CONCRETE IN REINFORCED CONCRETE SIRUC711RES MUST BE 3250 POUNDS PER SOUARE
INaI IN 28 DAM' TYPE OF PORTEND CEMENT CONCRETE TO BE DETERMINED BY COUNTY OF
RIVERSIDE MATERIALS LAB.
2 ALL PIPE LENGTHS ARE HORIZONTAL PROECnONS UNLESS OTHERWISE SHOWN.
J FOR TRENCH EXCAVATIONS IN NATIVE SOIL SHORING SHALL BE PROVIDED AS REWIRED TO
SA RSFY STATE OF CALIFORNIA SAFETY REOUIREM00S.
4. PPE CONSTRUCTION IN FILL AREA MUST BE COORDINATED WITH THE GRADING TO ENSURE
THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED WIN THE GRADING TO ENSURE THAT
WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRAD& THERE IS A MINIMUM 1 FEET
OF FILL ABOVE THE TOP OF PIPE.
S ALL WORK MUST BE IN ACCORDANCE WIN ME STANDARD PLANS OF THE CITY OF LA QUINTA
AND THE STANDARD SPEanai nOR5 am PUBLIC WORKS CONSTRUCTION, LATEST EDITION` AND
RIVERSIDE COUNTY STANDARDS AND SPECF1C417ONS ORDINANCE N0. 461. LATEST EDITION
a THE CONTRACTOR MUST NOTIFY THE CITY OF U WINTA INSPECTOR AT LEAST TWO (2)
WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
7. ALL FILLS MUST BE COMPACTED 70 90% RELATIVE COMPACTION AS DETERMINED BY THE
CAUTORNIA TEST METHOD NO 21a 1978 FIVE LAYER METHOD" ALL BACK FILL MUST BE
FREE OF VEGETATION MATTER
B. ALL SURVEYING REWIRED FOR VERTICAL AND HORIZONTAL AUORMENT MUST BE PROVIDED BY
ME CONTRACTOR OF DEMOPER AND SUFFICIENT REFERENCE STAKING BUST BE IN
ACCORDANCE WIN THE REQUIREMENTS OF THE CITY OF LA WINTA INSPECTOR
9. ALL REINFORCED CORatETE PIPE MUST BE BEDDED IN ACCORDANCE MTN PIPE BEDDING
DErATL PER COUNTY OF RIMYSEE STANDARD PUN 81a
is PRIOR 70 THE COMMENCEMENT OF CONSTRUCIM THE DEVELOPERS CONTRACTOR SHALL
OBTAIN A PERMIT FORM ME STA IF ONSION OF INDUSTRIAL SAFETY. A COPY OF PERMIT
SHALL BE KEPT OR THE XB 9TE AT ALL TIMES
11. PRIOR TO THE PLACEMENT OF STORM CRAIN IMPROVEMENTS THE OEVELOPERS SIKS
ENGINEER SHALL CERTIFY IN WBTNG 70 THE Cry CE LA WINTA INSPECTOR THAT THE
STORM DRAWY SIB GRADE IS OF ADEQUATE STRENGTH TO SUPPORT ME STRUCTURES AND
ANY ANTIaPA70 LOADS
12. ALL SIM THAT IS M BE CON7IN000S 0 AND LESS 94AU BE LAPPED A MINIMUM OF 45
BAR DIAMETERS FOR BARS /9 AND LARGER THE MIN LAP IS 60 BAR DIAMETERS
11 ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY A MATERIALS
LAB IN ACCORDANCE WM THE NUMBER LOCATION, AND FREQUENCY REQUESTED BY THE
CITY OF LA WINTA INSPECTOR.
It CHAMFER ALL DP0.® EDGES OF CONCRETE 3/4- MIN.
IS LENGTH OF MANHOLE STRUCTURES MAY BE INCREASED TO MEET PIPE ENDS A T OP71ON Or
CONTRACTOR AS LONG AS REINFORCING SIM IS CONTINUED AS REWIRED. ANY CHANGE IN
SPUR LOCATION MUST BE APPROVED BY ME ENGINEER
I& ROOK OF MANHOLE STRUCTURE 91AU BE STEEL IRONUM TO SPRING LINE
17. BUOY OF MANHOLE STRUCTURE NOLUONG SPUR MUST BE POURED ON ONE IXW77NUOUS
OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING LINE WIN A LONGITUDINAL
KEY WAY IS PERMITTED.
Ia ALL REINFORCING BARS MUST BE SECURELY HELD IN PUCE IN TIRE FORMS TWO WAY MATS
OF SIM MUST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE IN70MC170NI
11 STORM DRAW BAG( FILL FOR ALL FACILITIES WnffN STREET RIGYHT-OF-WAY b TO BE
PLACED AND COMPACTED UNDER CITY INSPECTION AND MEET OR EXCEED CITY OF LA
OWNTAS MINIMUM STANDARDS
2a ALL PIPE TO BE BANDED AND GROUTED (Q4• OUTSIDE ONLY, >24FNSIDE AND OU7SDE)L
21. RCP SHALL COMPLY WIN ALL AS774 APPLICABLE STANDARDS
22 ALL LOCAL DEPRESSIONS SMALL BE CONSTRUCTED PER STREET IMPROVEMENT PLANS IN
ACCORDANCE MTN CITY OF U WNTA STANDARD PUNS HOWEVER ALL CATCH BASINS
WILL BE CONSTRUCTED PER THE STDRM DRAW PLANS AND WILL ALSO BE SHOWN ON THE
STREET WPROVEMENT PUNS
21 ME CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT
STORM OR OTHER WATERS MAY PROCEED UNOITERRIUPIED ALONG THEIR DOSTING STREET OR
DRAINAGE COURSES
24. IN THE COURSE OF WATER QUALITY CONTROL THE CONTRACTOR SHALL CONDUCT
CONSTRUCTION OPERATIONS W PROTECT WATERS FORM POLLUTION WIN FUELS OILS
817UMENS OR HARMFUL MATERIALS
11 LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNR ADJACENT
CURB AND GUTTER HAS BEEN POURED.
PROJECT NOTE:
1 THE INTERN RETENTION RASIN WTHIN ADJACENT TRACT N0. 113.T6 AND RELATED STORM
DRAW / SAND FILTER FACU17ES SHALL BE CONSTRUCTED WIN TRACT Na 32279
IMPROVEMENTS AS SHOWN ON SHEET 3
ITEM /
DESCRIPTION
UNIT
QUAN71
r
CONSTRRCl SO MANHOLE PER RIV. CO STD. ONG. NO MN251
EA
J
O
CONSTRUCT CEM INLET CATCH BASIN PER CITY OF U OVINTA
SRO DING N. MO W & H PER PLAN
EA
a
COST. WRIER DEPRESSION FOR CURB OPENING CATCH BASIN
PER CITY OF LA OUNTA SOT. OM N. 3.T0 CASE C (SAGI
EA
5
O
COSST GUTTER DEPRESSION FOR CURB OPENING CATCH BASH
PER CIFY OF LA °UINTA STD. DWG No. JJO CASE B GRADE
EA
3
P
CONSTRUCT OUTLET STRUCTURE PER DETNL SHEET 2
EA
3
O
CONSTRUCT SAND FILTER AND LEACH LINE PER CITY OF LA
DING No
DNO 370 MER GPPLAN
J
A
0WEA
ENCASEMENT PER RGF.0 M807
EA
2
a
CONS7RUCT POLTEMYLENE ENCASEMENT
EA
1
P
COSST. 18 RCP D LOAD PER PLAN & PER CAL TRANS A62D
LF.
230
N
COAT. 24" RIPD LOAD PER PLAN & PER CAL TRANS A62D
LF.
705
CITY of LA OUINTA
Plan Set No.
052J0$
LEGEND:
ILg SIM6QL
PROPOSED SLOPE (2I MAX) ........................ - T__ : J
PROECT BOUNDARY .................................
- -
LOTLINE ..........................................
TIGHT -OF -WAY AND FLOW LINE ......................
6 A.C. DIKE ......................................
.
PROPOSED CONTOUR .................................
550
EXISTING CONTOUR .................................
PROPOSED SPOT ELEVA RON..........................
>rX�
PEDESTRIAN RAMP ................ ....... _....
ADL
STORM DRAIN CURB INLET
STORM DRAIN MANHOLE
100 YR. FLOOD LIMIT.....
DAYLIGHT LINE , , , , , , ....
UNDOGROUND UMJ71ES
ALL UNDERGROUND u77u7rts OR STRUCTURES R7>,aRTm BY THE OWNER OR
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
BASIS OF BEARING
75 OR FOR OLDS MAP A WE
Vr-
PREPARED UNDER THE ORECnav OF•
PAD CONSUL RANTS, INC.
6951 R70 SAN D/fC7 QRNVE SUNIE 6J0
IN RE CITY OF LA WNTA STATE OF CALIFORNIA
ON -SITE STORM DRAIN
-
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE
PLANS OR PROCEEDING WTH IMPROVEMENTS PURSUANT THERETO AGREES TO
ANMERNNGS
RANGE 7 E, 5AN s�AwDN°'MER'°IA" 'S 5T'°W
RA E
SOLMMY LINE OF SECTION 21, TOWN9IP 6 SOUTL
R.
p'ro R. Fy�Y
Q� y
A_____
11 11.OS
SAN DVE02 CAUFORNIA 921D6
IEEE' (619) 291-1IL75 FAX- (619) 191-1176
IMPROVEMENT PLANS
TRACT N0. 32279
PAIL R. KAN
ECP. DATE' 6/J0/07
ASSUME LIABILITY AND TO HOE) UNOFR9CRID HARMLESS FOR ANY DAMAGES
4E
OR MACE NO 280.H, Ma25Hj/0. R89'4075" E
y
A
R.CZ 44016
_
-, RESULTING FROM EM7ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
REPORTED ro THE UNDERSIGNED!, NOT INDICATED OR SHOWN OR ME RECORDS
EXAMINED. THE CONTRACTOR A REWIRED TO TAKE DUE PRECAUTIONARY
Underground Service Alert
Call:TOLL FREE
N. 44M
EIm- 6/30 6
?
APPROVED BY^ C7Y OF U OULNFA
'�
�MIRAGE
SCALE
SEE ABOVE
CUT BOX LW SOU1HE.lST NENC WALL OF COAL BRDL� 2
MILES SOUTH ALONG JACKSLW STREET FROM HIGHWAY 111.
OF LA QU I NTA
QF�91R
MEASURES TO PROTECT THE UlUl1E5 OR STRUCTURES SHOWN AND ANY OTHER
-
MARK
REVISIONS
APPR.
DATE
y CIVV
H! y9 CIS
/
MEN 2 MILES NEST ALONG AVE 50. 45 FEET NEST OF
U7RITES OR STRUCTURES FOUND Al THE SITE IT SHALL BE CONTRACTORS
1 -800-'227-2600
(#- \
DA7E.•
MADISOV 51/ZEET, 18 iFET SCUM OF CfHTERL1Nf AVE 5D
f 7
RESPONSIBILITY TO NOTIFY THE OWNERS Or THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
7w0 MRKDX DAYS BEFORE You Dp
DESIGNED BY: DRAWN BY:
- CHECKED BY:
DMO R. OA; P.E
R.GE. PUBIC NURNS' DIRECTOR/
EYP. DATE.- 12137 6
C17Y &1WNEJSR
27.941 (MEAN SETA LEVEL DATUM)
PER pry OF LA OUIMA VERTICAL CONTROL DATA -
FOR D.U.C. HOUSING PARTNERS, INC.
P:\ENGR\175754-Lo Ouinto II\IMP\UnU11ES\STORM DRAIN\175754SD01.dwg 10/13/2005 9:10,.50 AM PST
'
1
-
DATE: 07/29/2006
$
�Q a p'o r3 glR^ 'aiw �a�$ ozu@ f` i
>g o b1 wSS� `�IoZWR $�-W x
8 ¢$W as WS a az �3tipZ 2U N W 1G
aa`i ` $� p'_^ y $ a N W N_g 4"� as WUi zKp> bY$� 000yp� q c$ �o2y�ks a� w O?�
2�jA ONi
o
20 P W W �a a N
pWU 22 y 22 ya �uZe O O$ � �2�1l W 2W
$ >?x >�� O
p� 3U a 4� 6 W GOxc pZZ O d ��i�777{{V 02W %'
ga N � < $� ¢ R � ag Na>' 6 aU Pis
2 g
Sj,R� x -
x� �m g t>
a g $Na oQl'<n c�Q.,�o� W�P.l aaa4'x] S `In� �2mlI..�� $ "o bma2W'YhpmSaa W4_z 2 W�pateQ^aR�`$•' $Npo�vWCCf $eW6 2`iIgi$Y25 QFmgi
av n 2 _I
z e �'$ !W $o P aag<tzi ayydaq�i �Ka<��g°s<Woaz2 RwoQ$ �m�. m�N�$2aW�Uz<0mW>���3z `Sp$�a•I WoN33}a22x UNpg2RNa N$Ro$6�`2Q�•"°�oN_ �izo$,iW��G���a�u �yym,u„~z,�0.Gyya�ajSi �y3uc�'z' QNe �w$z-y2 �pWW�iZ�o-ZY�x N�ggCu<
I=4WSZa�,
UWo��e
o�ozu b 8 = oe $� h �yao tl w$�W WzW IZYm EIg W 9 R o�`HLQI.,.� � i e WHsuis
�•'� 1z�n be
e2C�0 �R aCA �av
aa5 2 m e pW o 0 2 �zm NN a bx ao �c
2 SoWpa 'V
K b
c`Y� aN x x S'd' bi "'
a Pp W'p-:i Ra��i�u $'d �_
�ZQ�m w $ 0 pp 8 > S q$ 'd S�Y^a'SN2 Xol^og�Cu�a��Cx¢b 1G�N2���Kg$< �N O K $ �p I� Rei W CN t50� W Q y O :5 6 N U a �u <�
I� $ Z > W
��UU�� R¢ 2R� '� �- < O oU `iZia W_Oaj �¢� Uy2 Nc -¢Xp I�`+2U 2W 2O(� O'_p3 Zp
$ pW�N O �1 $ O F Z c O 9 2_ U3 O aU Wx�Q�� m6�a
gN�5 W 3$ z 3 $ m Sao ^�R zCx m oo�zyy s WN s N z K�3� � �pR� 1uuo� y$ �r NQ22>$ w g
Qg x0 � a abI �U N �03 CG , 2 8LS O -92Ue H<t Oa g�X+KQ i- UR - ^s ? UJ 2
a $2p2 < x< zQ R2 ?QN o zw I 2 30 �+ g� UU Y� M-Up LWN�u zg z6u 4^
$ wRQ Wx ,y$> ci p a > 6N z,g uo LT IN ¢ && Q
o`" 'b $c� Wp p a oa a $ b:'3$�5 fsl2�� a
$$ S2N �aS 9y a�R 2Zx W<V7 d$ gR^4s &�9$z 13 h g$mm aaoupZ�
�N S �` z U 2 m ,N"WO S O p 6 FN� Fg p W e' < 5�s 3R < ~ aOFig
m
a o� S,RY m� Z Z � $o o i �$ 2 8 �m ( bxxzh PIS >zl � o ` '� zoo Csl za
R� F3 zo 2 $ o zd e �a]
2� " 'a & yoza os yiz o Si ' > > c�W o pW aF $ 20o N , +7,$W W o � b � Fo Er <
OZ� 89 - � ca `�'a Q 'd'� aNW <�'a n �WA 2p �'is C�z " W6m `� �N_ �'i ` �k �� N,n� �� �'a S�'a
wN G 2 g z�21 $Z 2NN 2cs �Wu 'rj z_ R� Z o$ lzE� >$Z�~ O $W op��41 aWca��x�[ a� km uW Oa
mpo �i3 < &$ $ 0 4 $u ul a(,' S '60�,,'•` 3' a < o� ok�p`J' c�`d"N$o� $A W$ a
22 x Qc8 8 x < z N �.Ia' C x� 1� yGK Q 1i O k' 'qyG QyK R a U a G 3$ G=� 22xa- 2 !]7�b1 i�2¢1S F. aW `R :EZS UGN 2 �n
2a U UOU N 2� p4f 34 a� WW j�2 6� �O a UH N V�4. V �NI.% S ? O O$2_� Lt 1W Wm
gWa Qa WRi <� G a I'/> mW g oil cSka za zQz o¢ zWy�$Nm � m p ��xg�$� H IIj �po W
�o ^� o� �T ^ G� ''aao m < �p ¢LY Pz �o " h6 h1� �K'a� $ oo W 3 W
PAL vz `8 ago = ` b � �,3<e �N((($ay$o( 2C>O ��b[j $$ �y gRapN
.CNN N3 r•f0 �Q N�C .p (�¢W a c6W vi$2 C� O i QO .ii Lia$ A. '���$Q 'id ep� �L�WO�U v{A
+
W2+
a 1N3NWd JO 3003 a p n b V
W 2 G e, � 2 �-N�]mou_—
m� a W
Ni Wa� a
�t V
pl
z
O
<z V)
�
W
Q n
d
y
F-<
Z
U1.13 J
�WaN
V
O
w.
2
NNZ M
Q N
< W
J U
l`
U
4-
c
INIW Z
O N
a
OZOF•-
OwU
W W
O m
a
a Q-
z
z — F-
S
�
s
2Q
3N<
Wdm'
gjF�lY
f/o7
�
ZF�8
W ep
I ��
2
N
m
BIE v �
LZ�i
Q
'V 2 G O O a U 2 S t u 8o1W��i�u2C�g$g8 ZaAd° b m _
� ti y e
j N
... �— ..--....J----II LI LI II 1.
AI — 1I -1-1 t ItU
-((10I --u.1I .11. Ii I o
S
W ' UU S `j,f �%'nQ O�W "'- t� � L-, l� • Ai,;L.. R y - IILLyy ' <
m
4i
c;
e
c) ---- ------
' � � � r I � i�c'`i' mcPd •�(�� Z�� U i I�` Ci il�'�tFER �F bi
o-
Nnmr� as a(a s>rl ¢o�'do udo
Ow M888RL .DMAIS BBi.eDNml�LALtB �� A-37
Ill
III ® R R R A ar Nam A u00 I P,
a 4 _
p t. MW aoa�e
I� ,u Nln �_ I uci7 ire II
_ pi III 1- II?I II
lilo oae 15
OI� - - — --- --- - — r
W — —_
LN — — — ———————— —
J,--r
Y R-
�
cc
GRR< R
_—W ,u ___ b UK•om j Gim CAW Nj Q ^iR2
n e3 N o n W z
W 2a Ne Z 1 Ain
a
Ul
to
o�
g
epp t1
/Wy
�
O
o�
H
4
j
oc
L
W
o�
•a n I e a
AoM uooi
�_ '15 vos!poN
o:c1 oWn
]n non
Q �
C = O L 'q 'Nry IOJo•J
I <
2)21
w
O
Vl
orn
b W d
,JI
`O
W
`W
T
1
N
Q
t
�
a
y] e \
w1SI038
* �!
j
�: W
KJJJW
I:wd
W
N
dddW
W W
W J4i
dd
4i
d
d
W
N
1��1W
R
Z
$g_
t
Aar
's
a
�aaz�aa$.
aaka�3$$pu'
call i�
g a
a
i C
2
N
�020�����W
I}''��zaNNz�]N�ziN
22
z6N�zJ
U b
b b
V
R
2
R 01
� W
K $
0Cw
„gyp
♦n
2 N
e$J
7
i
gg
$o E b 11
>pdaz g. WO ipV y b$e^ 7 aZW N
Hk �n Q'i 8 1='gN 2 i2 �•,�t� ��,�2 4�P. ti �� 2��5 �<a Lei t�� �p�
N �I � U ��� z qz W 3S� e�t•' �t171 Q �� �ik$� �71(� ��� �
ti Li ZRZ rOr_ �� i_. (� W$c7< N Z �oi R•' OZo O %•t � iF c mN Gm aa�
F12 U Cy a $ rF o 2oi du�q�t �G o93$ e$o �aR�
T-;KaSZ$��3 4tn$�uo1 g 9a3_i 8A
Aa gbl 3 W V i w&(,] =g� W22 z d> a 11yyY� Sau�CzCeo�= ct b 8 z all
b E- N
_ N ' k> W
wd tia iiW z z� o �9 uw z¢$k k z SW z a
`i E~ �"i E~-I3W� W ° ►�. big < `$ a -f a �zibmW 8
n Oa E Cii ��8 3uW Wka R R a, akOW�` tiyh H� :do?n K2�< eo n
V
H
W R$�
p� Lt
�y1�C=q 2�g�3p
`cYNS2- z 4Wu
2 � 266 N U zOz V
i-Q�UttU��It>�K�z
�`2Qyyyy.a�N�oY���Q a
U �.�.Q 2NWaW xW L
U I.fO�pQW�
k o
�ii�coi�`o`IexseZa�z
wG 422�Us t.
Ula4�<Ot�i
�NN$ii x
�pZ''WWNON JxW
yp2 iQrG W Vim -
S
W1'�+=W��2aS Vp
p b{L••W WWUO Op -
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 05105
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (•• N/A "') inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an
"R" value of not less than ( ** N/A "") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( '* N/A ** ) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property -
Fine and the existing road paving shall be two and a half inches (2 %") of A.C. paving on ('* N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil stredlizer. Rate of application shall comply with the
manufacturer's specifications.
ON of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State .or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the Cityof La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road
repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973. x-
a
I - "
PERMIT NO.5105
Mirage of La Quinta II / Onsite Street & Storm Drain / Tract No. 32279
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta- Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. Standard Pacific Homes, (Contact Rosie Lara a), 218-8258), hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m..
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6.. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill -can be
determined to be placed according to the city approved plans.
7. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
Special Conditions Page 1 of 5
PERMIT NO.5105
Mirage of La Quinta II / Onsite Street & Storm Drain / Tract No. 32279
8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
9. Any land on which Williamson Act contracts apply shall remain undisturbed.
10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately.detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
12. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
14. The issuance. of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
Special Conditions Page 2 of 5
PERMIT NO.5105
Mirage of La Quinta II / Onsite Street & Storm Drain / Tract No. 32279
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the Citythe following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
16. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Associate Engineer) of the private land owner whom ' is being
encroached upon.
17. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site.
19. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
Special Conditions Page 3 of 5
PERMIT NO.5105
Mirage of La Quinta II / Onsite Street & Storm Drain / Tract No. 32279
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
20. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight;
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction.will begin the next day, provided that this length of trench.
is completely covered by steel plating.
21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
22. Access and egress to all local properties shall be maintained at all times.
23. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 4'of 5
PERMIT NO.5105
Mirage of La Quinta II / Onsite Street & Storm Drain / Tract No. 32279
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold, milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course. lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
24. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
25. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
26. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
27. The permittee shall .indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
28.. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 5 of 5
.0 .
41