5093�aQ c Finance Revenue Code E-1
OF7
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III -
Minor
Improvement Permit Class IV
DATE:May 16, 2006 �11
LOCATION OF CONSTRUCTION (Street address or Description): Mediferra Apartments Td 27131; Washington St. and Darby Road
PURPOSE OF CONSTRUCTION: Onsite sanitary sewer and water
DESCRIPTION OF CONSTRUCTION: Install sanitary sewer and dometic water main �TM�®
DIMENSION OFINSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN:May 18, 2006 TIME OF COMPLETION:August 1, 2006
ESTIMATED CONSTRUCTION COST: $700,006.00 (Including removal of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or.
property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
707 5.
Comply with all applicable City Ordinances, the terms and' conditions of the permit and all ap cable rules d r lations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Stdnature of Applicant or Agent
WPM Construction - CA, LP - Dave Rawdon 74-461 Hovley Lane East Palm DesertCA 92260 (760) 766-5741
Name of Applicant (please print) Business Address Telephone No.
Resort Communications 77-810 Las Montanas Suite 202 Palm DesertCA 92211 (760) 771-2295
Name of Contractor and Job Foreman Business Address Telephone No.
8'63550 8020
Contractor's License No. City Business License No.
Zurich America Insurance GL 0930464303
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
$100.00
S
S
$100.00
Public improvements: 3% of estimated construction costs .
Private improvements: 3% of estimated. construction costs
PERMIT NO..5093
__
DAT PPROVED: S-17-0C-�
o
1A
z�
EXPI 10 DATE: - —(7
I� N
00
BY:
Administrative Authority
04
I
f U.
T'df 4.4 a�rw
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: M P( 1 & i 2000
Tract No:
21131
ProjectNpe: _
MS DMEIMA Apo&cCrUr:aITS
Vicinity:
tI) AZN t N L.ToN
ST ,f `DAf-&Y
V-OAD
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.)
Gtd SWM . SAl'4rTA1LY 50wl— i wPsTER-
Description of Construction (Ex: See Plan Set No. 01234) INl:�'rALA, 5pN rrw
h 6t�uG'W INdn D oMeXn t. W A'rlile- MAW y
Dimension of Installation or Removal:
Approximate Construction Start Date: S 1 l 4b 106
Approximate Construction Completion Date: - 8 (r to b
Estimated Construction Cost: $ %Q, 00&- 00
Estimated Construction Cost shall include the removal of all obstnretioni, materials, and debris, back -filling, compaction and
placing permanent -resurfacing and or replacing'improvements
Contact Name: DAB V F_ -w oa Q Phone Number: '1rop -'i'folo *74 (
Name of Applicant/Owner: WPM Gor4wrLuCl tat. -CA, 1.F
Applicant Address: ?4-401 &4-oyigal L,^pc- �rsI- r PAi-PA Dtr�, G/a
Applicant Telephone Number: 7(�p-Zto�o-g?4 j
Name of Contractor: Kt&O f 0004 "MI cknw l'.'
Contractor Address: -77- 9to t4r5, M,0PTA-nut4. sv try Zoz
Contractor Telephone Number: ?bo- -n 1-22 99
Contractor State License Number: 003 5S0
Contractor City Business License Number: 16i
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
en-L 0930 ,043o3
Office Use Only:
Inspection Fee:
Perurt Fee:
As-Dudt
Deposit:
Dust Control
Deposit:
Credit
—Amount- . ----- .
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number: r v Q
Approval Date: `7 l
Expiration '
Issue
Date:
P
G
9d
Dore
Ro
s
/RED
wARaw ORI1E'
PAINAI 1
lAfERNO
LT4.
INES AK
VICINITY MAP
M T.s
ESTIMATE OF QUANTITIES
ITEMS
QUANTITY
4- D.I.P. (RESTRAINED JOINTS)
163 L.F.
8" D.I.P. (RESTRAINED JOINTS)
1.594 L.F.
12- D.I.P. (RESTRAINED JOINTS)
177 LF.
18" D.I.P. (RESTRAINED JOINTS)
2.245 LF.
4" GATE VALVE (DUCTILE IRON)
8 EA.
8- GATE VALVE (DUCTILE IRON)
8 EA.
12- GATE VALVE (DUCTILE IRON)
1 EA.
18- BUTTERFLY VALVE (DUCTILE IRON)
EPDXY LINED AND COATED
27 EA.
8- TEE (DUCTILE IRON)
1 EA.
18" TEE (DUCTILE IRON)
5 EA.
18"x 18" x 4- TEE (DUCTILE IRON)
8 EA.
18"x 18- x 8" TEE (DUCTILE IRON)
6 EA.
18" TEE (DUCTILE IRON)
3 EA.
8- x 6- REDUCER (DUCTILE IRON)
5 EA.
12' x 6" REDUCER (DUCTILE IRON)
T EA.
18' x 6" 'REDUCER (DUCTILE IRON)
1 EA.
18- x 8" REDUCER (DUCTILE IRON)
2 EA.
18" x 12- REDUCER (DUCTILE IRON)
1 EA.
8-x 1t 1/4• BEND
5 EA.
8"x 22 1/2• BEND
9 EA.
8"x 45' BEND
2 EA,
8-x 90' BEND
1 EA,
120x 45' BEND
i EA.
18"x 11 1/4' BEND
3 EA.
1 Wit 22 1/2• BEND -
3 EA.
18-x 90' BEND
3 EA.
6" FIRE HYDRANT ASSEMBLY (NET BARREL)
22 EA.
2- WATER SERVICE WITH 1 1/2" METER
22 EA.
6" BLOW -OFF ASSEMBLY
2 EA.
FIRE SERVICE & DETECTOR CHECK
8 EA.
STATIC PRESSURE = 110 p.s.i.
WATER WORKS MATERIALS SHALL BE RATED FOR CLASS 150
RIVERSIDE COUNTY FIRE DEPARTMENT
CASE / LAO-04-PB-052
APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT
BY., DATE"
UNDERGROUND SERVICE ALERT
CoILTolI FREE
4228a0133
TWO WORKING DAYS BEFORE YOU DIG
-CAUTION': Re be teal trw usA C-t.,
rspan Day eMaa conduce eea:pm to
ho. ere l.r. DI . owl ere char v�KnU..
pprr tat th.. cite. The c.mer .al
Inform you or .Mar they .;It -Ufy.
PREPARED FOR:
WHITECO RESIDENTIAL
350 N. LASALLE ST., STE. 1100
CHICAGO, ILL. 60610
(312) 645-9100
T �' - 1111 111111111111111 Illllllllllll!'�
3 ��:> ���+/ t�'1 ; •�� , �• t-ol old.n Inli �ifiu I >iiiv.n �`'j1�I
1 N�'�i��•~�'•�JL'-J/M �ti"�'�.'1+111i s �� ;,M.f � � �rr � t/�tls`�i
++;,�^�►i ✓_I►ll1�•`.':1` I�Uf+r ��LlDkll'11141Ip�� ��� ��J,!", / � '��+ � �I
�� • `ram/�' � OI ���' �. �` �. 4� �••�r�� � ����� �� � �
�•r�,^.1� i1 .�/ `:y,,��,,��: 7�` ML����:
- � I
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`4�� /. tit: • 1 „ 1
V.
01 - Is•
f
M
EX WATER EASEMENT
AND PROGRESSED FOR SER%f
DISTRICT DR41411110 NUMBER
• R r'qp D F
INDEX JUP
t 1' - loll'
R/W CA LIT
88 I
44' 44'
32' 12'—
PROPOSED CURB ( PROPOSED �I
LK
& CUTTER SIDEWA
PROPOSED PROPOSED CURB
SIDEWALK & CUTTER
PROPQSfO 18- WATER MAIN 26' PROPOSEN AC
W\ 4 COVER O FINAL ORAD�_ PROPOSED AS
P.4LJf ROY.4LE DRIVE SECTION
N.T.S.
FROM STA71ON 11+22.76 TO 11+80.00
R/W CA R/W
.v -- 4�
I,J2' I- 32' 12'-1
I�6' 6'
PROPOSED CURB I PROPOSED �I
& GUTTER SIDEWALK
PRO
PROPOSED CURB
SIDEWAfPROPO
& WTTER
ED AC 18' --I PROPOSED 18' WATER MAIN
ED AB _ W\ 4' COVER O FINAL GRADE
GRAPHIC SCALE
N
%4 . :o a PALAf ROYALS PRIVE SECTION
r L_�
+r cnVlt. vas ( IN FEET ) N.T.S.
FOF•CALtfG t Inch - 40 IL FROM STA71ON 1+84.00 TO 4+77.52
PLANS PREPARED UNDER SUPERVISION OF PREPARED BY:
SAXON ENGINEERING SERVICES
1030 CALLE SOMBRA, STE. A2
SAN CLEMENTE, CA 92673
NVRT UM. A%. SAXON RCE g41e0 Ew. 6/30/0 (949) 366-2180S ern o•uvwc cow
p(SESSK
s40"YF<
BASIS OF BEARINGS
BFAMNGS ARE QV THESE PLANS ARE &49V LVT THE
CFIJTERUN£ OF WASNWGION ST., BETNG 110071 1081:,
AS SHDWN DN PARCEL MAP Na 27131, DR., RUV. COUNTC
44'
20' 24'
PARKING STALLS DRIVEWAY
6- CURB
6. C(�5' SIDEWALK
5' SfDEWALK7 �� C PAWNC7 I II' -- 6'
coo TT�YlQ�
PROPOSED 8- PVC 1F—PROPOSED 87. 12,
SEWER MAIN I e and 18' DIP WATER MAIN
TYP. PRIVEOWY SECTION
N.T.S.
R/W GA R/W
60' -{
JO'
I2' 18' ") 18' -- 12'
—I
6' 6' I1�
w PROPOSED CURB I PROPOSED I
& GUTTER SIDEWALK
PROPOSE PROPOSED CURB
SIOEWAIX &GUTTER
PROPOSED AC 12' --I PROPOSED 18' WATER MAIN
PROPOSED AB W\ 4' COVER O FINALGRADE
L►ARBY ROAD SECTION
N.T.S.
BENCH MARK _ / 130 ELEV. 1J9.08T
DESIGNED Y.
APPROVED:
MLP
DISK ON CATCH BASIN AT THE N.W. CORNER OF
FRED WARING DRIVE AND WASHINGTON STREET,
DRAWN BY:
CITY OF PALM DESERT BENCH MARK d130
MLP
DIRECTI
CHECKED BY-.
TIMC
KMS
Cmeral District Not" for
Domestic Water
P. All materials and construction shall confirm to the Standard Specifications for the Construction of
Domestic Water Systems (Standard Specifications) of the Coachella Valley Water District (CV WD).
Unless modified by the Standard Specifications,the standards of the American water words Association
shall apply to all materiels nod construction mdho&
2. All work shall be inspected by C-nM. The charges fbr inspection shall be in eamdarse with
CV WD's Regulations and Standard Specifications.
3. Work performed without inspection "be rejected. -
4. The minimum cover for water distribution pipeliwead appurtenances shall be 36 Inches. Streets
Shall be brought to subgrade, sewer inslalled and curb and gutted imtelled before pipeline is installed
5. AB connections to existing facilities will be made by CV WD at the owner's expenm. Sixty days
notice required.
6. The separation between water and sewer mcilittes shall be as specified InCV WD Standard
Drawing No. W I.
7. Contractor shall contact CV WD's Cladinspector at laser 48 ham prior to start of oonamrction to - V'
arrange a preconstmction confercoca
8. An approved cleaning tool shall be pulled through the pipe during the progress of is assembly to
remove did, rocks or fbMgn matdias.
9. No wilt" or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewallts
without prior approval by CV WD. AD Undyed suecs shag be paved with asphalt concrete pevemenL
10. These plays maybe subject m revsw and/orrevilioo by CV WD,if wnshucBon has not begun within
12 months from Date of Approval as shown In CV WD.Dmwins Approval Blocks.
11. Contractor shall submit to CV WD a lid of materials to be used prior to the preeonsh-action
conRrence. Only materials on the approved list may be used. Ilk Shall include quantity, manufacturer,
model, size and other pertment data
12. Contractor shall schedule his concoction activities Allb with CV WDb Chief Inspector between
1:30 pin. and 4:30 p.m. for the following working day. If CV WD is unable to provide an Inspector or
inspectors, Contractor shall reschedule is work for antiher,tima
If Contractor elects to cancel scheduled work without notice to CV WD, Contractor shall be charged one hour
of inspection time for each day of octummoe.
13. Contractor shall call Underground Service Alert at 1-8004224133 at least two working days prior to
Start of ear stmetion.
l4. Curb and gutter shall be in place before any domestic water pipelines are constructed
I eerily that the demon of 8xe.water "am In Tract No. Z % i3:1- B'h, " .-
accordartoe with the water eyaterrl eyp6nelan plans of the Coadiele:V Water
District end that the water SMY. % storage and distribution rymetn Wal bead quItte
to provde water to Ouch tract. This cerl8featkn daBd.rhoR earot81Ats a ouerantee
for Ire protection w any other purposes
Date,
COA V WATER DISTRICT ..
By
I
w orE vinewhp
A
PARCEL 3, P.M. 271.M (SHEET I
IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE. STATE OF CALIFORNIA OF
DDNG A PORTION OF THE SOUTHWEST 1/4 OF SECnON 18. TOWNSHIP 5 SOUTH, curer
G
nARe
PI�t/AC7' S?S
�
/RED
wAavn: amLE EMmun
u2
NrfS ALE
VICINITY MAP
N.T.S. -
ESTIMATE OF QUANTITIES
ITEMS
QUANTITY
8" VCP
30 L.F.
48" MANHOLE
1 EA.
PLUG
1 EA.
MANHOLE LEGEND
MANHOLE
STATION
LINE
RIM ELEV.
INV.
DIR.
INV.
DIR.
1
10+30.26
A
122.06
108.55
S.E
108.45
S
FIGURE G
General District Notes for Sewer
I. Ail'Saver lins construction .bell .-fora to the Standard Specifications
for Comatructiom of Sanitary Sewer Systems (StaudArd Speciflc.tl.-)• of tha
Coachella Valley pater III.trict (CVO). -
2. gadding sad baekfill shall be tompactedtin accordance with County of
Riverside Standard NO. 818. i
3. All work shall be LOSpectad D1 CIM. The charge.. for Inspection shall be in
accordance -vice C9VD'e ReIIulseIons And Smndird Specifications.
4. pork perfotwed without inspection shall N. rejected.
1 S. Vitrified Subsection pipe .hail be per Subvtion 2D7•a of S.S.P.W.O. socket and
f/ ll Spigot with type 0 gasket.
Copies Af compaction test result. shall be furnish" -te CVVD.
II7. Crads and allgment'shall be established in a manm.r Approved by CM.
PRIVAATT I -
PRE PVC SEWER 8. Pipe shall be Installed to within 0,02 foot tolerant. of the line And
I 1 UNE A grad..
-•F M.H. / 1 9. Th. separation between water and .war facilities shall be as specified in
PROPOSED 55' WIDE WATER I I 8• kP ,SEWER CVW Standards pl.
& SEWER EASEMENT LINE A
EXISTING 6d WIDE WATER 10. Contractor shall contact the Chief Inspector. CVWD• to arrange e
EASEMENT (TO B£ REMOVED) 8` VCP SEWER BY OTHERS praoonstruntiom conference at, least AS hours prior to construction.
I DISTRICT ORA N8C S JI4J0 11. Copies of. graa'.abeets shall be jaubaftted to Chief Inspector prior to
EXISTING 8' ACP WATER, too.truetion. -
_ - SEE DISTRICT DRAWING / 10845
12. Contractor shall Submit to CVND A list of uattrisle Eo 16e used prior to the
pr.eonatruetlom eanf•rann. Only-1,6eiSla un-ths .6ppkoved list my be
_.�` e•v .$ad. List shall include gnsnsity, mnufecturar. Wodel, its, and-oth.r
Ho pertinent data.
13. Contractor shall schedule his .construction activities. with the Chief
Inspector, daily. between 3:30 end 4:'36 pee, for the follb4ief working, day.
It CVVD 1e -able to provide .6 inspector or inspectorstt ,, Coriactor shall
DARBY ROAD re.chad.le Its work for another titre.
If Contractor elects to cancel scheduled werkwlchout notiki. to CVUD,
Contractor .hall be chargedI hour -of inspection time for each day of
- - - - oc..-.nee. .
No wets or lower lines. shall be installed.under, decorative concrete.concrete, curb., or sidewalks without pilot ippiodal'of C96111. All !n-tract
5730 Street$ Shall be paved with asphalt concaat. pavemnt.
!S. These plans my be subject to review and/or revision; -by CVMD., if
construction has not begun within 12 nonths tram Data of Approval, as show
In CVND' Drawing Approval block.
16. Contractor shall call Underground Setvlce Alert at.1-800-422-4133 at least
two working days prior to start of construction.
INDEX A4P
SO'
25'
DRIVEWAY
IANI I H 14'
PROPOSED CURB
& GUTTER
I certtly that 0e deep) d the eerier system YI Tred No.�S. 1 Is In
accedence Sigh Vls sewer "system etpsneloil'pfe!e of Bie Coedfela.vdoiI Water
DWAd etld OW the Waste deposal eyelem o adequate a{ero HIM- to beat
an&peted wastes hen De prgrosad Vast
Date / /9-01 �.EY
CO / fMT
Br
Marge
Deeetor ol�iyglxierhg
UNDERGROUND SERVICE ALERT
CaILTolI FREE
1-no
422-4133
TWO WORKING DAYS BEFORE YOU OIC
'CAUIKItI": Ramambe Uwl Uie USA Cenlar
lilies oNy IMee uUTitiva meel I�,q to . cenle.. Ilwre cwld ea alner utlllUas
geaant ot Uw k ells. the c 1s, rW
nl IaT you of whom they vie mUfy.
opaafLLss lqw
:�AOPt A4.aH fy
n
w NO. 44180 a
E_ e/ra/03
�� civlL
rfOF 1fOQ'
CAL
PROPOSED AB 'I >
MEDIAN CURB-1,.O t^I
NOTZP PROPOSED 18" O(P PROPOSED 8" V(.Y�J
BEST CO i57Ti0CII0N 70 SH PLUGGED SEWER MAIN
DSTIL SEm SYSTEM IS APPROVED
P08 RESENCE PLOD TO IC MOVED C i>RfVEWAY SECTION
IN ;nr9@iCE OF DISTRICT 72TSPECI.'OR.
N.T.S.
i.
;C V W D DRAWINOAPPROVAL
b4t
118:JAN QS
y
,3901 $1 pRd
1y1
_.... ._.. _.,�.._._ _.
PREPARED FOR:
WHITECO RESIDENTIAL
350 N. LASALLE ST., STE. 1100
CHICAGO, ILL. 60610
(312) 645-9100
PLANS PREPARED UNDER SUPERVISION OF
a �1. syo
PREPARED BY:
.AXON ENGINEERING SERVICES
1030 CALLE SOMBRA, STE. A2
SAN CLEMENTE, CA 92673
(949) 366-2180
BASIS OF BEARINGS
BENCH MARK j IJO ELEV. 139. Q47
DE9CllE0 BY:
APPROVED,
CITY OF LA QUINTA
NO:
_ORANiNC �
BEARINGS ARE ON THESE PLANS
ARE BASED ON THE CENTERUNE
OF WASHINGTON ST.. BEING NOD'
11.08"E. AS SHOWN ON PARCEL
MAP NO. 27131. O.R., RIV.
COUNTY.
DISK ON CATCH BASIN AT THE
N.W. CORNER OF FRED WARING
DRIVE AND WASHINGTON STREET,
CITY OF PALM DESERT BENCH
MARK f130
MLP
DRAWN BY:
MLP
SEWER IMPROVEMENT PLAN
MEDITERRA APARTMENTS
LOT 3, TRACT 27131
IN THE CITY OF LA GUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
BEING A PORTION OF THE SOUTHWEST 1/4 OF SECTION 18. TOWNSHIP 5 SWTH,
RANGE 7 EAST. SBM.
CKECKED BY:
KMS
DIRECTOR OF PUBUC WORKS
TIMOTHY R. JONASSON
RCE: 45843
pAIC
SHEET
OF qq
SHEET 3
HURT N. SA%ON RCE 99180 Exp. 8/30/OS
N0.
REw510NS
APPROVED
DATE
330`15 .
t
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5093
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 W) 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
® 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 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 (5) 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 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 ( 3 ) inches of A.0 surfacing placed on a ( 5 )
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..
PERMIT N0.5093
MEDITERRA APTS/ONSITE SEWER & WATER/ PM NO.27131
In addition to the standard permit conditions, the following shall apply:
1. 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. Resort Communications and/or WPM Construction 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 1 st 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) before 8:00 a.m.
6. 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.
7. 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.
Special Conditions ' I . Page 1 of 3
PERMIT NO.5093
MEDITERRA APTS/ONSITE SEWER & WATER/ PM NO.27131
8. 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.
9. 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.
10. 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.
11. 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.
12. 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.
13. . 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.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
15. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 2 of 3
PERMIT NO.5093
MEDITERRA APTS/ONSITE SEWER & WATER/ PM NO.27131
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. ' 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.
20. 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 3 of 3