4553NOTE: �.
WithyFjiJper validation
this form constitutes an
encroachment permit
8
CITY OF LA QUINTA
,APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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 II
DATE: December 5, 2005 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Andalusia C Coral. Mountain TM 31681 Avenue 58
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Of€site Improvements; See Sketch (attach construction plans if appropriate)
PSIS 05185
DESCRIPTION OF CONSTRUCTION Offsite street
improvements Precon is required 777-7097
DIMENSION OF INSTALLATION OR REMOVAL See plans E,�
PSN 05185 F0 P11 k 1
SIZE OF EXCAVATION, IF NEEDED see plans
APPROXIMATE TIME WHEN WORK WILL BEGIN January 3. 2006
APPROXIMATE TIME OF COMPLETION May 3, 2006
ESTIMATED CONSTRUCTION COST $ 927,775.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
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 ,en-w_,�,ork will be started.
Comply with all applicable City Ordinances, the terms and conditions of the —permit and all applicableNrules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this w,o
Signature of Applicant or Agent '
T.D. Desert Development. L.P.* Dolan Sharks P.O. Box 1716 LO 92253 (760) 771-1941
Name of Applicant (please print) Business Address Telephone No.
Granite Construction 38000 Monroe. St. Indio 92247. (760) 775-7500
Name of Contractor and Job Foreman Business Address Telephone No.
089 02501
Contractor's License No. City Business License No.
Valley Forge Insurance Company GL 2 4921 89 16
Applicant's Insurance Company Policy Number d
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
SEC 0 9 2005
Private improvements: 3% of estimated construction costs C17YOF
Minor Improvement Permit — Class IV: See attached schedule 1% 13 P�NANCFpFVrA
Inspection Fee $ 27,830.00 PERMIT VALIDATION
Permit Fee 100.00 4553
PERMIT NO.
Perialty`Ao—Built Dep 1,000.00 Cash Deposit -Surety Bond DATE APPROVED + 7 1-9�. i O 42
if required EXPIRATION DATE
TOTAL: $ 28,930.00
DATE. ISSUED
Receipt No. By 1s
Received by Date Administrative Authority
Recorded by Telephone: (760) 777-7075
o(VG--,�
NOTE: . 11
With ironer valldRion
this form constituTtePan
encroachment pernliA
�� U'BLFC'V
1
FINANCE
Revenue Code_._,_,._..--
�� CITY OF LA QUINTA
APPLICATION FOR PERMIT
FORKS CONSTRUCTION (ENCROACHMENT)
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:
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AndalusiaeCoral Mountain TM 31681
S 8
(Street address of Description of Location) Lo
PURPOSE OF CONST UCTION 1'mfT —tTv—e e Improvements Sketch (attach construction plans if �i . , _ p appropriate)
DESCRIPTION OF -CONSTRUCTION S
r tit- I M D r oa t M rt.c.
DIMENSION OF INSTALLATION OR REMOVAL 5-wl O (a." S
PSQ 05l BS
SIZE OF EXCAVATION, IF NEEDED
L0o
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION iveYM
ESTIMATED CONSTRUCTION COST $ 9 Z7, 7
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
{ 0 Feec, . '77 7- 70`�
U4 T04
—
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 ill be started.
Comply with all applicable City Ordinances, the terms and conditions of the permi d all ap icable rules a d regula ' of the City of
La Quinta and to pay for any additional replacement necessary as the result of t is ork.
Signature of Applicant or Agent
TD Desert Development, L.P., Nolan Sparks P.O. box 1716 LQ 92253 (760) 771-1941
Name of Applicant (please print) Business Address Telephone No.
Granite 38000 Monroe St Indio 92247 (760) 775 7500
Name of Contractor and Job Foreman Business Address Telephone No.
089
095(111
Contractor's License No. City Business License No.
Valley Forge Insurance Company GT 9 4991 89 11;
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class Ill
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ Z? $30. D J
Permit Fee too, o O
Pemtty As Built Dep %•j,, il.�� �,ObO,o�
Cash Deposit -Surety Bond
if required
TOTAL: $ Z8 130 JU
Receipt No.
Received by Date
PERMIT VALIDATION
PERMIT NO. dMINow- '1SS )
DATE APPROVED
,
EXPIRATION DATE
DAT SS E D
By
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
ATTACHMENT "A"
BID PROPOSAL FOR
T.D. DESERT DEVELOPMENT
AVENUE 58 STREET IMPROVEMENTS AT
ANDALUSIA AT CORAL MOUNTAIN
TRACT 31681, LA QUINTA, CA
NOVEMBER 15, 2005
ITEM #1
0.10' A.C. OVERLAY
29,900 SF @
0.72
$21,528.00
ITEM #2
4.5" A.C. ON 11.5" BASE
136,840 SF
@
3.45
472,098.00
ITEM #3
0.10' COLD MILL
20,800 SF-
@
0.62
12,896.00
ITEM #4
REMOVE A.C.
58,500 SF-,
@
0.30
17,550.00
ITEM #5
REMOVE A.C. BERM
2,160 LF
@
1.00
2,160.00
ITEM #6
REMOVE CONCRETE CURB
2,160 LF
@
2.00
4,320.00
ITEM #7
SAWCUT
4,000 LF/
@
1.00
4,000.00
ITEM #8
ADJUST WATER VALVE
1 EA
@
500.00
500.00
ITEM #9
LOWER SEWER MANHOLES
6 EA
@
470.00
2,820.00
ITEM #10
ADJUST SEWER MANHOLES
6 EA
@
800.00
4,800.00
ITEM #11
24" PVC SLEEVES
90 LF
@
40.00
3,600.00
ITEM #12
8" CURB & GUTTER
3,820 LF
@
15.70
59,974.00
ITEM #13
6" CONCRETE DRIVES
2 EA
@
2,700.00
5,400.00
ITEM #14
CROSS GUTTER
700 SF
@
11.50
8,050.00
ITEM # 15
CATCH BASIN #300
4 EA
@
6,500.00
26,000.00
ITEM #16
LOCAL DEPRESSION
4 EA
@
900.00
3,600.00
ITEM #17
A.C. CHANNEL
35 LF
@
40.00
1,400.00
ITEM #18
RIP RAP
100 SF
@
15.00
1,500.00
ITEM #19
ROADWAY EXCAVATION
I LS
@
71,000.00
71,000.00
ITEM #20
3" EQUESTRIAN TRAIL
3,355 LF
@
26.70
89,578.50
ITEM #21
STRIPING & SIGNAGE
1 LS
@
40,000.00
40,000.00
ITEM #22
TRAFFIC CONTROL
i LS
@
75,000.00
75,000.00
TOTAL BID
$927,774.50
SPECIAL CONDITIONS:
OUR BID EXCLUDES:
I ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL TESTING
- CONSTRUCTION
WATER COSTS - SURETY BOND - SEAL COAT - PM-10
& S.W.P.P.P. - TRENCH PAVING -
STORM DRAIN PIPING - EQUESTRIAN RAIL FENCE.
2 FINAL BILLING WILL BE BASED UPON MEASUREMENT OF ACTUAL WORK PERFORMED
AT UNIT PRICES HEREIN STATED.
3 INCREASES IN MATERIAL AND LABOR COSTS BEYOND DEC 31, 2005 SHALL BE
PASSED ON TO OWNER.
4 THE ABOVE PRICES INCLUDES ONE (1) MOVE TO COMPLETE THE WORK.
5 ROADWAY EXCAVATION TO BE PLACED AT SOUTHEAST CORNER OF MADISON AND
AVE'58 AT COMMERCIAL SITE.
6 DUST CONTROL ONLY WHILE WORKING.
7 ROUGH GRADING BETWEEN NEW CURB & GUTTER AND BLOCK WALL TO BE PERFORMED
UNDER GRANITE'S CURRENT LABOR AND EQUIPMENT RENTAL RATES DATED
AUGUST 15, 2005.
8. THE COMPLETE TERMS AND CONDITIONS OF THIS PROPOSAL SHALL BE INCLUDED IN
ANY CONTRACT OR SUBCONTRACT PREPARED BY OWNER.
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58 II
FROM MADISON STREET TO NARROWING SECTION WEST OF MONROE STREET
INCLUDING THE INTERSECTION OF MADISON AND AVE. 58. C18
18 Cl C1
I/200 1/-00'1/200'1/
AVE. 58 000 000 000
000 .r
i 000
= STOP SIGN
ON TYPE II BARRICADE
= GLUE DOWN CHANNELIZERS
x= 'I'YPE III BARRICADES W/ C2 (ROAD CLOSED) AND
FLASHING LIGHT.
C18 = ROAD CONSTRUCTION AHEAD LOCATED AT EITHER END OF
PROJECT BOTH SIDES PLUS ON NB & SB MADISON & MONROE STREETS
C1 = DETOUR AHEAD AT CONSTRUCTION LIMITS ON AVE 58
UPC
0
`9
1
W44 EVERY 2000'
NOTES:
13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
14. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
15. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
16. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
'G�LFi�'11TE
[0�5�l1�CT1311II
�iWilPwlM S
W44 EVRY 2000'
0 MIA
il
APPROVED BY DATE
SPEED UNIT
55 mph
PROJECT NAME
Avenue 58 Street Improvements
PRIME CONTRACTOR TRA SC CONTROL CONTRACTOR
Sparks Construction Granite Construction Inc.
PHONE PREPARED BY DATE
760/775-7500 . Carley Cechin 12/01/05
TRAFFIC CONTROL PLAN FOR TYPICAL SECTION OF ROADWAY ON AVENUE 58
STARTING WEST OF MONROE 1300'.
EDGE OF PAVEMENT
W44 EVERY 2000'
W1 Cl
i
C18
mom ft-` 200' 200' 200'
♦
♦
♦
W 1 W44 EVERY
2000'
V------------------ — — ------------------------------
x= TYPE III BARRICADE W/ C2 (ROAD CLOSED)
AND FLASHING LIGHT
= GLUE DOWN CHANNELISERS
C18 = LOCATED ALSO ON MONROE STREET NB AND SB 200' BEFORE INTERSECTION
NOTES:
9. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK 2001 NINTH EDITION (WATCH).
10. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY.
11. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS
12. ALL APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT WILL BE WORN BY PERSONS ON SITE AT ALL TIMES.
�,r�ll�"IIT
4.
APPROVED BY
DATE SPEED LIMIT
55 MPH
PROJECT NAME
Avenue 58
PRIME CONTRACTOR TRAFFIC CONTROL CONTRACTOR
Sparks Construction Granite Construction Inc.
PHONE PREPARED BY DATE
760/775-7500
r
VICINTfY MAP
(REF.: Thotnoe Brm M NN,7S2003 NOS, 55M A 5590)
PLAN LEGEND. SYMBOLS & ARRREVIATIONS
100.0 PROPOSED ELEVATION
(100.0) EXISTING ELEVATION
TRACT BOUNDARY
TC TOP OF CURB
------ FL FLOW LINE
- C/L (I CENTERLINE
EP EDGE OF PAVEMENT
A/W RIGHT -OF WAY
FS FINISH SURFACE
TREES
BLOCK WALL
STREET LIGHT
f
IN THE CITY OF LA QUINTA
ANDALUSIA AT CORAL MOUNTAIN TRACT NO.31681
OFFSITE STREET IMPROVEMENT PLANS
AVENUE 58
INDEX MAP
SCALE: 1' - 400'
SVC
BEGIN VERTICAL CURVE
A.B.
AGGREGATE BASE
EVC
END VERTICAL CURVE
CF
CURB FACE
MVC
MIDDLE OF VERTICAL CURVE
BCR
BEGIN CURB RETURN
POC
POINT ON CURVE
ECR
END CURB RETURN
BC
BEGIN CURVE
HP
HIGH POINT
EC
END CURVE
PVT
POINT OF VERTICAL INTERSECTION
GB
GRADE BREAK
VC
VERTICAL CURVE
CGG
CURB AND GUTTER
CB
CATCH BASIN
A.C.
ASPHALT CONCRETE
INV.
INVERT OF PIPE ELEVATION
INDICATES A.C. PAVEMENT G MEDIAN REMOVAL
INDICATES A.C. OVERLAY 0.10' MIN.
INDICATES 4 1/2' A.C. OVER 9• CRUSHED A.B.
- -
ANOIDVERLAY'C. PAVEMENT GRIND (0.10' MIN.)
CONSTRUCTION NOTES
QUANTITIES
UNIT
1
CONSTRUCT 4.5' A.C. OVER/13•CRUSHEO A.B.
133.591 /
S.F.
O
CONSTRUCT 8' CURB 6 GUTTER PER
ITY3
3. 818
L.F.
SAWCUT EXISTING A.C. PAVEMENT.
3, 633 /
L.F.
q
REM V EXISTING A.C. PAVEMENT / RAISED
EO A
78.804
S.F.
5
ADJUST EXIST. VALVE BOX TO GRADE.
1
EA.
B
EXTENDSETIS {NB 2-4' ENV C. SCH. 40 IRRG.
SLEEVO
2
EA.
GRIND EXIST A.C. PAVEMENT 0.10' MIN..6 A
20.754
S.F. .
MIN. PER
9. 114
S.F.
8
CITYLA EX SUfNTAC§TPPAVEEUENl90:f0'
UDOWNER.
7
EA.
9
RELOCATEDWANDPUNDERGi♦OUNO BY
EL PER CITY
CONLTRUUT CRONTA
697
S.F.
SO
S OGUNTOER 30SSA
1
CONSTRUCT LOC L 0 PRESSION ER CITY OF LA DUINTA
STD. NO 330 CAS R PLAN
4
EA.
1
CONSTRUCT CATCH BASIN PER CITY OF LA DUINTA STO.
NO. 300.
4
EA.
CONSTRUCT CONCRETE DRIVEMAY APPROACH IMIDTH PER
2
EA.
1
PLAN CITTY OF LA QUINT N0. 221.
f
�PCECR
LLT EE
LANOUINTA MU 0.SEPARATERPLANYANU PERMIT.
3.355
L.F.
CONSTRUCT TEMPORARY ASPHALT CONCRETE CHANNEL
35
L.F.
1
PER CITY OF LA DUINTA STD. N0. 360.
1
CONSTRUCT f0'Xf0'XO.4O' DEEP GUNITE RIP -RAP.
100
S.F.
GDGOIZP
(fit
9wdn am
of Southern
(b California
WE TOLL FREE
1$00
227-2600
TWO WORKING DAYS BEFORE YOU DIG
BENCHNAM
SQUARE ALOgCII LED27. 941
58U MEAL1k WyI,ENJG MALppRLUUU. gI O 4.LLES
HLXLpopYpTNN�GSHGSppI AI---$NUE 50zs��g4g`VHF4pIUt N p TOF
AVENUEpNpLL56T CONTOUR OATUMHISFSEA
NEGA7I% ELEVATIEW6 AT SIUTEE
�
EXIST. BLOCKKALL STREET C/L
\IGUITo 48
BASIS OF BEARINGS:
THE BASS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE SW 1/4
OF SECTION 27 AS N89'47'47E
SE Belk 9&Y-,
AVENUE 58
STA. 65+00.06 TO 86+51.65
gqPRppOJECT NLLOTE gg
PROVIDED
FORILONNSTREETCSLOPEICONDITIOY
NO
CBLOCKWALLR
SR�NH
M
I I
MII
IM
_ II
IJ
E
H
-
2 x
WWSAN13E WIER
PAVING NOTES: I% �E
I.
CO�IPAO UNTIEFIGA ESITED�PRIOORR TO TO BCASElff� y CTHTEI N FIE gCT IVA NUTILITYEDwPI1RVEYTR,9IN PLACE WITH 1L O
SIBM T NNNNNNI fffiPPllll TTTTTTAEEEEEE� PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND
ACCEPTED.
2. A SEPARATE PERK T IS REGUUIR�EpD FOR ALL EXCAVATIONS WITHIN E%ISTINN5G ROADWAYS AND
T V0.MAY WITH THE CLOSURES a DIEMANUAL OF iALLRUFICC CON4P L' SSIFFOR CONSTRUCTION AANpIN
ICIAITYTEN6I WORK ZOEN�SN' AND ANY ADDITIONALL REQUIREMENTS DEEMED
EVNNIECESSARY BY THE
XjPT.F0R PLAYS SMALL BE
MORE
3. CCOURSESGIONS. %COASIICHR 1p(A V9 L1 tV IT0N0! ECCEC O 8�) OF THE
AS FOLLOWS: TAJA��
BBAASEICOfLSE 0.0.K0M�EER CMIASEB)SE: IiIBI-AB.i-AR�400p0(00T
BALANCE WEARING
OF THE REOUIRF.D ASPIIA7LO SCOFNt3 TEHiHID(NE HE BASE COIL IS) SHALL CONTAIN THE
THE
4. NC(VOWNTENT
AR�ACTON BALL MIT�FNOR KCITYAYAP VA�L TO
OCOI EpBwEERwT OF P GRAOATIn � E0PN1%wDESIGNOPETHE
RATION
IFY N16
pTO�����NRp gHAITHE I R VOOELEYRISTICS AP(4mYALRTwEIEECONTRACTWE/SlP OB2) 0114 CONTENT FEN ACA�LLCH WTO REOUw i{G0 AGGREGATE IN MINERAL ESTS ARE
PEIiFTKN1E CCERTIFIED. AND SUBMITTEDIFOR (i�EVIEW.
5. A TACK COAT SHALL BE APPLIED TO EXISTIH6 PAVEMENT P.C.C. SURFACES AND THE A.C. BASE
COURSE IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAY SHALL BE SI,ON SETTING ANIONIC
EMILSPIE0 ASPHALT TYPE 'SS-1N' CONFORMING TO SECTION 203-3 uwr TIE STANDARD
�0[YFDICATIONS. THE LIGUIO ASPHALT BULL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1
6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER
SATISFACTORY TO TSIETHECiICA YIPPLL&INGG TTMgI6IiI0N BEIUTMTEEN NEW AI�NDTEXACHIEVE
S IIEN6 A
'PLANI MIME IN�CyLEUBE SAWING CUTTINr. REMOVAL REPLACEMENT, CAPPIK ANR/OR COLD
7, ALLINSMANHOLES ANDDEIS COVOENPLETEEBOX D. FRAMES SHALL BE A0.A15TE0 TO FINAL GRACES AFTER PAVEMENT
8, THEFOLCURWS: '4A' FOR IWWER 'GD'' FORAIP�EOSsAND 'E'UFDILRIELECTTRRICAALL POWER. LOCATIONS AS
GRAPHIC SCALE 1'-400
0 400 800 1200
lil OW
1. I QW
ZCC
MU)
STREET
/ TYPICAL SECTION
N.T.S.
AVENUE 58
STA. 86+51.65 TO 99+77.19
TYPICAL SECTION
` N.T.S.
AVENUE 58
STA. 60+00 TO 65+00.06
WATER
GENERAL NOTES:
1, ALL WORK SHALL BE DONE IN ACCOfDAMM WITH THE STANDARD PLANS OF THE CITY OF
LA GUINTA AND THE STANDARD SPECIFICATIr FOR PUBLIC WORKS CONSTRUCTION.
LATEST EOITI.N AND THE CITY OF LA 41INTA STANDARD PLANS, DATE AUGUST 21. 2001,
OR LATEST EDIT ON.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO
THE CITY OF LA GUINTA PUBIC MODS IEPARRTMENT FOR THE NECESSARY PERMITS AND TO
BE RESPONSIBLE FOR SATISFACTORY COPIIANCE WITH ALL C RENT ENVIRONMENTAL
ADDITIONAIL�STUDIES AND/OR LIFE
IIAY BE REQUIRED.
FOR IRIS PROJECT.
3, CI SHALLIFORN AEDTHE RE�NSPONSFIBI ITC A OF TAHHEODEVELOPER( T��Op) FO�NTRMAICEONCROACHI�NT TO
FOR ALL WORK PERFORMED WITHIN THE STATE AIGHT OF MAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA OUINTA OR
OTHER GOVERNING AGENCIES.
5, THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOUpj PRIOR TO
ANY
6BADHIO HS OWING OR CL IIWG AND
ECTI�I��ASE OF CONSTRUCT ION AT (7601 777-7075
6, NHAEY C TTIOT, COW RACTOR SNALLI'w' ITNELIINEEE%ACT L�ATION ALOE%ISTING
UTILITIES BEFORE CrNCIMG w.M.. 1E AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL IIAMVEGANYMANONALLGUTILBITIE.SUIOEp BY HIS FAILURE TO EXACTLY LOCATE AND
PRE7, REELLOCATIGNCOF ALLLLAiEGULATOTORY9YMARNING AND GU1FOR THE 0EMOSIGNS.0.ACEMENT OR
e. STREET NAME SIGNS AND TIUFFIC CONTRR SIBS TYPE AND LOCATION BULL BE APPROVED
BY THE CITY ENGINEER. TRAFFIC STiIIPIN6. LEi,ENOS AIO PAVEMENT MARKERS, TYPE AND
LOCATION SHALL BE APPROVED BY THE ClTT ENGINEER. pNUME� 9. NOTED�8pNNTRTHE PLCTOR ANS LON'TFFQHI O�IAIN6ICT46TRUC�TIEONYf.w REMOVAL AAO�REPLAwAMENT
ALLOCEt O BYA�A REGISTERED ONLYR EW61HEEH WITpHMEA�N R.C.E. NUMBER BELOW 33.966.
10. CONSTRUCTION
OCCUPANCYESRALL PEIIIFIAOIRI' "IN6ITHE TIMETPERIHIN ODS AS FOLLILE 0
OWS::
OCTOBER 1ST TO APRIL 30TIt WAY 1ST TO SEPTEMBER 30TR
MONDAY - FRIDAY MONDAY - FRIDAY
7: 00 AN TO 5: 30 PM & 00SATUANYTO 7: 00 PM
SAURDAY8: 00 AM TO 5: 00 PM SIX) AM TO 5: 00 PM
WORK SHALL BE PROHIBITED ANY TIME (IN SUDAYS OR ON FEDERAL HOLIDAYS.
It. ALL TRAVELED WAYS MOST BE CLFJ0E0 OARY OF ALL DIRT MD AND DEBRIS DEPOSITED ON
THEM AS A RESULT OF THE GRAOIN6 D�ERATION. CLEANING IS TO BE DONE TO THE
SATISFACTION OF THE CITY ENGINEER.
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTER AND LIGHTED IN CONFORMANCE
WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND GEVICES FOR USE IN THE
PERFORM OF MORK UPON HIGHWAYS. 7INN BORDER TO ELIMINATE ANY H/AMS.
13. CONSTRUCTION S POLLUTANT
ITA)NTTO SFIEDgLqEW�NOTICE OAF INTINT fNOI)ppNEITH ES TNE�MA ER A(ES�WRCE
)0 V CON�TROLABOARO
RLAwROB6 TREPSITEA STIE NATIONAL PhE TANT OISCHARGEVENTIOH E MINAT�I'ON S�(STEMNIS�ING
NATIONAL PROGRAM TO CONTROL NON-POINIT SOURCE POLLUTANTS CARRIED BY STORM
WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES
CONTROL BOARD. �S
14. ANCATPPROVALI BUT PpR�EI'E�ORRT TTGHT0 COMPLETION ff THEISNP�VEKENTSECESS 11 T1IpEBpSEDUEwT TO a
PARRY WITHIN THEWIMSOIEDIATE VICINITY OF 7F�E II�iPwROVEwSMENTSEPROPOS 0 THE BYTTHESEAPLAtI50
THAiT IMPACT THE DFSI6M I TY THE IMPROVEMENT PROPOSED IN THESE PLANS AS di
ORIGINALLY APPROVED. ALL INfJ_IDING BUT NOT LTMI47�Vo TO DESIGN AND
IMPROVEMENT COST$, INCURRED AS A RESAT OF ANY DESIGN REVISIONS SHALL BE BORNE
BY THE IMPROVEMENT SP01606. o
15. THESE PLANS ARE VALID FOM A PEAIBD MDT TO EXCEED EIGHTEEN (18 MONTHS FROM DATE
OF APPROVAL THE IIPROVEIEHT SP0/SOR SHALL BEAR ALL COSTS ASSOCIATED M TH .+
UPDATING THE PLANS. INCLUDING BUT HOT LINT TED TO DESIGN ANAO INPROVFJENI COSTS. o
REGAFFECT
LFAi lONSwE ACTED �TAOOPTEDw BYCTRttE CITY 1 0,HER IJURISDICT/WSAYITHwO
AUTHORITY S(BSEOUENT TO THE PLAN APPROVAL DATE. m
WE HAVE
NE I SggEO11q PAL
AELNGINEEWR�NO ��NH
THENRECOMM16 ILSwREPORTFILE NO.:FESS)
UPDATED: A o L.
EARTH
ETof �MSY���
m
TELEPH NO.: 1508 m a w. 2256 a m
c Elm. 61-30-0 x
SHELTON L. STRINGER 6E 2266 OATE �•�IF OA.v"
ASSESSOR'S PARCEL NUMBERS:
764-200-001 S 764-200-006
FLOOD ZONE
ZONE C (FEMA PANEL 2300 OF 3600)
LEGAL DESCRIPTION:
IN SECTION ZZ7 TOWNSHIP 6 MORTH, RANGE 7 EAST
SAN BERNARDINb BASE G MERIDIAN
OWNER
CORAL OPTION f LLC
79-28(15 RANCHO LA (MANTA DRIVE
`1760)I777-77479
ENGINEER CITY of LA DUINTA
LUDWIG ENGINEERING INC. PlCan Set NO.
gf09 gEEAST R3rdDI STREET
(909)884 8217 FAX 92909) 889-0153
UTILITY PURVEYORS
SEWER G WATER: COACHELL.A VALLEY WATER DISTRICT, (760) 398-2651
ELECTRIC: IMPERIAL IRRIGATION DISTRICT, (760) 398-5800
TELEPHONE: VERIZONI (800) 483-5000
GAS: THE GAS COMPANY, (800) 227-2500
TELEVISION: TIME WARNER, I760) 340-2225
UNDERGROUND UTILIT�IE�gSGp UqES TrttAc A Ix REVISIONS IN THE CITY OF LA GUINTA, STATE OF CALIFORNIA
ON iC�'T T `TIE IN AN+WA oH' IRE HER G' K914% ON A I PREPARED UNDER THE p�OFESSlO ® CfTY OF LA GUINTA
wt [WAR L�,A�Ox cat t t A U SUPERVISION OF: o Y JOF �•( SHEET
ITHENS °'R'°�: "`�°Pu THE OR TEIET0. 6 "° 1 a ` '� � 9 � OFFSITEOSTREET IMPROVEMENT PLANS 1 OF 5
DING M)Tx s� Y1ANi9 a C I11I16 A CORPORATION
F A u L T MG f�0EXU1taEASI N ,. m SHEETS
r ALL �r T
u Tpj� Hr pR�Es,ATxIppr REPa To t� ' fE° EMUM� w Lwr ohUL n'3°�T r '1 T
"Col" RUCOtli I w bxaww o« T E RECaOS w X+ E A A D + T Ta �,,,„wm,� ,� E ,.� a.» „�„E� -- =-' - - ° R AVENUE 3 581 Alit T S REWIRED TO TFNE aE jj-------
H4ECAu WASHES To wmtecr tHE uttL�itEs aR Mow ANY ,09 E..,ss.- su. a JiMM JOE F THY R PE•
�alApy 1� -----
TIfEs SMOwN AHA 4!r OTIER UTII it TRCTURES I O[/x�A�L NNiLL f
sIT. [T. aE nE �mtr�AH:rO •s AND tAl 1 RFfAE IN v. a.=...,... �. ,u.,A .,.,a.,,,.. � R:•C.�. N0. 692 +•c of �Ti�'� PUBLIC D Cm ENGINEER INDEX MAP AND COVER SHEET
I �FgYUETL� UwNEAS rnN4E gw w wpW pt tvcm we.-azv as0t es, -,me EXPPIRES 3- 1-07
S B�TBEFOPE STARTII160wORf. UIIL TITHES OP tNIS �T TIW l ir'�A11[5[x6 r,.: tso0t ees-au3 RL f. N0. 45B43 ITES 12-31-06
A ff WARN DESCRIPTION - _ BY APPR DATE 10'.i'fJS SEAL IN SECTION 27, T. 6 S., R. 7 E.. SBM FILE NO.
A V
r c_ -
,&&Y we ..0 %K-518— PLAN GntUh
<G Public Works:/.Engineering Department NUMBER: 050S.
PLAN APPROVAL I REVISION REVIEW DATE FtECENEI) ON: t L
Project Name:
Plan•Check Round
�N�y S to
F -DIN? T M
c�
2 r f., a� l Z — 1 2 3 5 6 7 8. 9 10
�—
oF'r9¢
. Description:T
wung
Ce/
Pat,
D IR CTOR
Tim Jonasson Public Works Director Needed• By.•
.r
[ 'Approved [ ] •Rejected
. Signed On: 6 t. 1
Comments:
.
_ • case. •a,�e.
• �,�,VIL,I�c.aca��s
e
NGINEERING
e S ;Assistant Cit 'En ineer.. Needed BY
Signed On: j'
Approved [ ]Rejected
Comments:
DEVELOPMENT
P obl , Senio . n ineer Needed By. '.
[ proved [ I Rejected
Comments:'
Signed On: /.
DEVELOPMENT
Brian Ching, Associate En ineer Needed BY
Signed On:
Q
0 [ ] Approved [ .] Rejected
Q
Comments:
`r
DEVELOPMENT
[ ] Tony Colarossi,. Assistant.Engtneer I . Needed By.
Hector Guzman, -Assistant Er. ineer.li'
i ]Approved ; :.:.Rejected
Signed On:
[+
Comments:
. MAINT & OPERATION
Maintenance ana er NeededBy:
James Lindse M
Signed On:
[ ] Approved.'[ ] Rejected
Comments:
.. .. •�_-A J r1...
12/07/2005 WED 17:06 FAX 760 777 7155
City of La Quinta Pub.Wk
[it 001
k.
NOTE:
With proper validation
this forth constitutes an
encroachment permit
TRANSMISSION OR
JOB NO.
DESTINATION ADDRESS
PSWD/SUBADDRESS'
DESTINATION ID
ST. TIME
USAGE T
PGS.
RESULT
Lit
TX REPORT >k>k
4605
97711841
12/07 17:05
00,19
1
OR
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION IENCROACHMENT)
�F
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
DATE: Dece=be: • 5, 2005 Minor improvement Permit Class IV
LOCATION QF CONSTRUCTION Andaiuni* @ Coral Mounts'in TM 31681 Avenue 58
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 0flsite InpYoyennntfi; See
Sketch (attach construction plans if appropriate)
PSfi 05195
DESCRIPTION OF -CONSTRUCTION Dt'_"slt:e street
improvements Precon is required 777-7097
DIMENSION OF INSTALLATION OR REMOVAL See Plans
PSN 05145
SIZE OF EXCAVATION. IF NEEDED See Plans
APPROXIMATE TIME WHEN WORK WILL BEGIN January 3, 2006
APPROXIMATE TIME OF COMPLETION May 3 7006
� 7
ESTIMATED CONSTRUCTION COST $ 927.775.00
(Including removal of •sll obstruction, materials, and debris, backfiliing, com-
paction and placing permanent resurfacing and/or replacing Improvements)
In Consideration of the granting of this permit the applicant hereby agrees to:
Indemnify, defend- and Sava The City, its authorized agents, officer., npretentatives end employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out Of any widnnt, loss or damage to persons or pfopww
happening or ocetlrring es o proximate result of any work undertaken under the permit granted pursuant to this application,
Notity the Administrative Authority at least twenty-four (24) hours In advance of the time when work will be ,tamed,
Comply vvlth all applicable City Ordinances, the terms and conditions of the permit altd ell applicable rules end regulations of the City of
La Quirrta and to pey for any ataltional replacement neoes{ary as the result of this Work_
Signature of Applicant or Agent
ant o an Spar 0. So:: 1716 '. 92253 760 771-1941
Name of Applicant (please print) Business Address Telephone No.
Crcini.ta Conatruction 38000 Motioe St. Indio 92247 760 7 5-7500
Name of Contractor and Job Foreman Business Address Telephone No.
089
2
('it. AmInpcc I icancn Nei.
=� ------------
NOTE:
With proper validation
this form constitutes an
encroachment permit .
CITY OF LA QUINTA
s
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)��oFo�sw�
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 I I I
DATE: December 5, 2005 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Andaiusi8 @ Coral Noutita4 T< 31681 Avenue 58
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION OFisite Improvement; See Sketch (attach construction plans if appropriate)
PSN 05185
DESCRIPTION OF CONSTRUCTION Oifsite street
improvements Precon is required 777-7097
DIMENSION OF INSTALLATION OR REMOVAL See plans
PSN 05185
SIZE OF EXCAVATION, IF NEEDED See plans
APPROXIMATE TIME WHEN WORK WILL BEGIN January. 3, 2006
APPROXIMATE TIME OF COMPLETION Ma`1 3, 2006 -77 (� (�
ESTIMATED CONSTRUCTION COST $ 927.775.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
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.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work..
Signature of Applicant or Agent
T D De t-t Developsent L.P., Nolan Sparks P.O. Bo-.- 1716 LO 92253 (760) 771-1941
Name of Applicant (please print) Business Address Telephone No.
G-r^nite Construction 38000 P'o-ir6e St Indio 52247 (760) 775-7500
Name of Contractor and Job Foreman Business Address Telephone No.
089 02501
Contractor's License No. City Business License No.
Valley Forge Insurance Conpaay GL 2,4921 89 16
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit— Class III
Public improvements: 3% of'estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
— oon nn n
Inspection Fee $
Permit Fee
100.00
Pertaity—As—Built Dep 1:000.00
Cash Deposit -Surety Bond
if required
TOTAL: $ 28,930.00
Receipt No.
Received by,
Recorded by
b
Date
N4553
PERMIT VALIDATION
PERMIT NO. 4555
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Telephone: (760) 777-7075
Administrative Authority
s City of La Quinta
The following General and Special Provisions are attached to and made a part of
^ Permit Number 4553
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 ( ** NIA ** ) 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 ('/4") 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
line and the existing road paving shall be two and a half inches (2 Y2") 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 strerilizer. Rate of application shall comply with. the
manufacturer's specifications.
City of La Quinta
® R1 (' 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 one4housand feet (1000') of open trench before backfill
operations must begin. All excavations shall be property 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 City of 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.
to 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 (** N/A *` ) 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.
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.3.20 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 all
(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. T.D. Desert Development, L.P., 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 1 st to April 30:
May 1st to September 30:.
Monday -Friday 7:00 a:m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
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) neither before 8:30 a.m. nor after 4:30 p.m.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. 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.
Special Conditions Page 1 of 7
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
8. 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.
9. 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.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:.
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
12. T.D. Desert Development, L.P. and/or Granite Construction, hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control during construction material
hauling procedures.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to. this permit or a City approved plan.
13. 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.
Special Conditions Page 2 of 7
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
14. 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.
15. 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.
16. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
17. 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 Assistant Engineer I 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.
18. 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 3 of 7
K9
PERMIT N0. 4553
M Andalusia @ CoralMountain / Ave 58 Offsite Street / Tract No. 31681
19. 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 City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
20. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works 'Department, attention to the Assistant Engineer I) of the private land owner whom is being
encroached upon.
21. 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.
22. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved
roadway. The traffic lane must be located within the existing R/W with the following requirements:
a. Class II Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions like curbs.
f. Maximum speed of 25 mph
23. 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.
24. If public trafficlanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
25. The permittee'is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
26. 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
Special Conditions Page 4 of 7
.,
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
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 backfilledshall 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
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.
27. 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.
Special Conditions Page 5 of 7
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
28. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
29. Access'and egress to all local properties shall be maintained at all times.
30. 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.
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 %" 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.
Special Conditions Page 6 of 7
•r
PERMIT NO.4553
Andalusia @ Coral Mountain / Ave 58 Offsite Street / Tract No. 31681
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.
31. 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.
32. 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.
33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
34. 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.
35.' 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 7 of 7
N
P.O:. Box 1504
LA QUINTA, CALIFORNIA 92247-1504
78-495 CALLE TAMPICO ! v
LA. QUINT.A, CALIFORNLA 92253
December 4,, 2006
(760) 7 7 7 - 7 0 0 0
FAX (76.0) 777-7101
Nolan Sparks
T.D. Desert Development. ,
P.O. Box 1.71.8
La Quinta, CA .322153
Re: :Encroach.rnent Permit Noet,..M
Tract Map $1681
Permit Type:' Off -site St.'vemehts
Dear Mr. Sparks:
Encroachment Permit number 4553 has expired [will expire] as of
December 9, 2006.. In order to. avoid the issuance of a "Stop, Work
Order," please renew this permit immediately.
The renewal fee as per City Council Resolution 96-27, states:
Encroachment Permit — renewal of expired permit shall .consist of a
$100.00 permit renewal processing fee "plus 10% of original fee to
extend the permit one additional y!ea.r (until December 9, 2007).
ORIGINAL PERMIT FEE
.10%
PERMIT .RENEWAL FEE
of -'.original- -permit fee
(one year extension)
$27,8.30.00
$2,783.00
$100.00
RENEWAL AMOUNT DUE:
$2,883.00
If you have any questions or need additional information, please contact
Tony Colarossi at (760) 777-7089.
Sincerely,
Paul Goble
Senior Engineer, Public Works Department
cc: Bryan McKinney, Principal Engineer
Leonard St.. Sauver, Assistant Engineer II
Permit File, No. 4553
Tract File 31681, Folder V
N
CITY OF LA QUINTA
PUBLIC WORKS DEPARTMENT
ENCROACHMENT PERMIT
PERMIT NUMBER DATE EXP,DATE ACCEPTANCE DATE INSPECTOR
4553 12/5/2005 12/9/2006 12/9/05 HOWARD
ONTRACTOR NAME:
e
GRANITE CONSTRUCTION
ONTRACTOR ADDRESS:
38000 MONROE STREET
ONTRACTOR CITY
CONTRACTOR STATE: CONTRACTOR ZIP
INDIO
(CA ®�1192247
ONTRACTOR TELEPHONE:
775-7500
CONTRACTOR LICENSE: CONTRACTORS STATE.
089 LICENSE BOARD
CONTRACTOR,
'`INSPECTION FEE:
CURRENT $27,830.00 .;. -7, `
0 PERMIT FEE:
$100.00 .
PENALTY:
$0.00
CASH DEPOSIT /SURETY
TRACT/PARCEL NUMBER PERMIT TYPE BOND:
SDP/CUP/ ETC:
31681 OFF SITE STREET IMPROVEMENTS ($1,000.00)
PPLICANT.NAME:
T.D. DESERT DEVELOPMENT — NOLAN SPARKS
PPLICANT ADDRESS:
P.O. BOX 1716
PPLICANT CITY: APPLICANT STATE APPLICANT ZIP CODE:
LA QUINTA CA 192253
PPLICANT TELEPHONE:
771-1941�
DESCRIPTION
ANDALUSIA @ CORAL MOUNTAIN TM 13681 AVNEUE 58; OFFSITE STREET
IMPROVEMENTS SEE PSN 05185
APPLICANT
INFORMATION TOTAL FEE AMOUNT:
,SEARCti�RERMITS BNT
�MONTHIYEXPIREERMIiS `
A110 74 4 A4 Al z1r1.A