8092See below for Finance Revenue Codes
4• ``..
�W
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: 8/19/2008
LOCATION OF CONSTRUCTION: Jefferson Square; SWC of Jefferson Street and Fred Waring Drive; SDP 2007-898
PURPOSE OF CONSTRUCTION: Off -Site and On -Site Water and Sewer Improvements
DESCRIPTION OF CONSTRUCTION: PSN 08095 -Water and PSN 08096 -Sewer'
DIMENSION OF INSTALLATION OR REMOVAL: Per Plans
APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/15/2008
ESTIMATED CONSTRUCTION COST: $62.412.00
permanent resurfacing and/or replacing improvements)
COMMENTS
TIME OF COMPLETION: 1
(Including removal of all obstruction, materials, and debris,
In consideration of the granting of this permit, the applicant hereby agrees to:
1eo*49
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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Tom Middleton - Regency Centers 36 Executive Park, Suite 100, Irvine, CA 92614 949-726-6028
Name of Applicant Business Address Telephone No
Mercer Construction
Name of Contractor and Job Foreman
407578
Contractor's License Number
Interstate Fire & Cas. Co
Applicant's Insurance Company
FEES 'Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
42690 Rio Nedo Way, Suite D, Temecula, CA 92590
Business Address
Finance Revenue Code
i
Inspection Fee E_1
1 872.00
Permit Fee E_1
$100.00
i As -Built Deposit E-A
0.00
Cash Deposit -Surety Bond, E_B
$0.00
I if required
TOTAL
i
$1,972.00
951-296-0111
Telephone No.
104944
City Business License No
SGL1000823
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 8092
DATE ISSUED: 2 B 0 e
EXPIRATION DATE: 9 It 3 10 q
BY: _
WORK INSPECTED BY*:
PERMIT COMPLETION DATE*:
* If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
Y
PUBUILIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: SDP- M7 - Project Name: 34�fffgsoJ SQVA Re
Vicinity:t5,jU of 5T-066 'f ff'-C-jwP'f; 11"3[' Dt2tyE
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) off- SITI;-
Description of onstruction( Ex: ee Plan Set No. 01234 1"e --A, Fk` 5
PSt6 bS(DYS-TWafar�(::�N 01'7, Mlo- 4— -,
Dimension of Installation or Removal:
Approximate Construction Start Date,
Approximate Construction Completion Date:
Estimated Construction. Cost: $ C
Esti.nrated Construction Cost shall include the removal of all obstrw
placing permanent.resurfacing and or replacing improvements A
au, material!;, and debris, back -filling, compaction and
Q.41Z.;Pi
S Z,Ot %2' f(,,S
U1?0
Contact Name: Turvi Phone Number:/ q,? -70lr -(vp2�
Name of Applicant/Owner:
Applicant Address: ee,-4-'7yE 7',7rG �, 5 t rT -C- P c,0 1�vrtiG
Applicant Telephone Number: _
Name of Contractor: tvAC-rLCr--7Z- C,,-->,.► yc
n,,
Contractor Address: y`Aact c) tZto L.-?AV
, c g Yam, 1-eyntzmr�A„�4
2 v
Contractor Telephone Number: 115/ - M1, - 011
Contractor State License Number: y n?,-, g
10qc f y ontractor City Business License Number:
L;
.,,:<< e •.l� F,-�--'`�
bo- A '-CURRENT INSURANCE CERTIrICATEMUST BE PROVIDED ®
"AlIfffS-at—Itor Contractor General Liability Insurance
Company:
i�i L1AJ O
Applicant or Contractor General Liability. hisurance
Policy Number:
Offic
Office Use Only:
lion Ccc: 1 T7 J
Assigned Permit Number.
V O
Permit Pee:
Approval Date:
As -Built —
Expiration
Deposit:
Date:
Dust Control
Issue
Deposit:
Dale:
Credit
-. -- •. Anwunt.._..._ .. ...... - ""'
-Administrative Authorit
L�AL FEE DUE:
At"
5 . =�:!' f : r:t ,�'•r .`• vet +r, ..
i
r� :•
,:IL .. .:J►= '•r.� '•r� �:��.: a'':uCCy nto :s•-L'ic�enseN:a.
i7 .e
�BL1S.lN�rE�S�-.LV<:CIrN`` An:.P GEC in .FQ
f• m , , . '.FtP�?RQUE1�i_BY:�'.:��: �::•: •.Lsi/�;.. •!pA1'F�' .�:� .� . r: -
rt�i'
F2 'NC CO FWORSrTATE_CONtF
7ACF RS
'.p )w OF.Yt►O'"iC 'GQiiAR1=NSA1'lO.t�,(i S1JRAt E. O O
INC • UIREIj� RIORr= �O:iSSUANC�OF:LIE�Ef�Si='• ,
;::: ., ''•zaf:ci!1::;'... ..
- t'
i'
v
' tJ•..
Nwi
. .r
);..
O
ai�.g
"ess:� • �A dF _ -
i'. .•v,�!'..., '.J�:+fir'
yf>
i
tk
.r'
kz
..a •_V%J . �
. w
�.I rclly •� • � 'rsh •� d
'-o • '�bratrorl::'_s:''�::.r :...:: • et e pall
•,
.��4't.: �:,Qw1i`ed�;bY:'•C ..?R. .:�',..
4.1i• r•,..,:.
i�
) 'y.
..ti
r•`
`�
` �'f. d •� �•a•�/� . -�.:
,P
.:s
��t•, •.'e'of'buvn�r'or;O.ffi�er�:an.� .Title:`,.:.:':..:�i�.. . `�1 c>�Ir ;:�,•:�.:..�`�.
�••t..r. J�.,!Nam. ; _.;;:..,•r, .,u. ;.,�..SI,,
L' can,' : r.'f%>:� ;�)' n :r.::,�:,.:`•• `:i
.,r
t..4r .ram:.. _ .•�: y :.4. l �...,[f
=ic ris' da e; . irrlf5 �Y'•� �'�-.errni •-NumbetK F ce�. .It>i
tt~t.<`'�7 :Uiefiele=� esP :,a..,N/-+,,... i �:a:..;::- - ) t:.. ,:...:,:.•r(.:�.!•,.. ,.p. �Y�, +.-
,.l•IXr•1•". .
:�8'..P�B ;•T'C:-V+,a--.J•ru�/]v�„'?ei- l'n`.cfY}-atC. o. �of' ,vrC'iiIin'Ii.',.�ar•, Sc.st`ol•'.)r).r..i.,�.�..gi°�:p'.i.;.r.!�,!'�r.;t.:
3•f•n'•:1'
r='•��. I.0:-:ro
r•:r,.Ct-f.•�:,.-�'.:.' ....�11'r ''�"�.
�y.
rr.(
.<�.!.•(.'..r;,��,ale._..o
.n..e
:•
'T4
:
•l9:
�Y :=
e•bc
Cp a MOO
��
•��
:9•A
f• `, R [
- f
1.
�•r .-. ...r. •>:+ p3�:: ..•_'.. r. •.Ste<I:•�' ��jj
L. • u• . n• :• �•.
rij
v kS?
a '{ ~
c' and: lceri` 'sre' ilire'd°li':tle
EiEBX.CEitilFY;ffati"'i>nftt'ii�u 'lien ji• :�rrct..itYJ.+, Y.
'i `�1 ''tl`to;m aarf" I'9 h fulL•,for` e4and effect.' i
r Coun °s'5tate of.;F6dee6l; vernrne., to vel,E�e`d�h3, > ,. a.,,..•�, . G..,,.;
tY:. -
.�i:.<riatiire:' _ `=�•
.0bte:.
/.'
n.9
•r •
•'•5 a-:.:
a
N' •y.. _
f t'
o u. `7.1Z F I
moo' ''fete F,or -S:!.a . 1. .�.. .:�•
i
IN %
IC SE UIS O
'S '
t• A v`Y • p Z
RECEIPT City of La Quinta, 78-495 Calle Tampico, P.O. Bo 1504, La. ui ta, CA 9n47
T 20 88779
RECEIVED FROM_
ADDRESS
DOLLARS $
FOR -�
� I •ItlY '
' pVE ROEA _
i
DEVELOPMENT RESOURCE CONSULTANTS, INC.
.Civil Engineering r Surveying - Land.Ptanning
800 S. Rochester Avenue, Suite C, Ontario , CA 91761
Tel (909) 230-5241 Fax (909) 230-5246
JEFFERSON SQUARE, LA QUINTA, CA Date: July 30, 2008
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS - BOND ESTIMATE DRC Job No. C07-304
IT '
` t ;; +' kTEI DESCRIPTION - .•
QUANTITY'S
,UNIT$'=
" PRICE"
ITEW
TOTAL
Y TAL
O
PROPOSED SEWER & WATERIMPROVEME'NTS WITHIN PUBLIC R!W
SECYION:'ItrdFF=SITE PUEWC SANITARY, SEWER WITHIN;PUBUC R/W. ? y
1
10" VCP SEWER MAIN
16
LF
$85.00
S1,360
2
8" VCP SEWER MAIN
100
LF
$75.00
$7.500
3
48" STANDARD MANHOLE
2
LF
$3,500.00
$7 000
4
CONNECT TO EXISTING 10" SEWER,MAIN ON JFEEFRON ST.
2.
EA
$1,000.00
$2,000
SECTION 1 SUBTOTAL:
$17,860
NOTES: �ZJ�II i �jZ�'1�Z.Jti
Development Resource Consultants,. Inc. (DRC,.Inc.) has no control over the cost of labor, materials; equipment, the contractors methods
of determining price, competitive bidding. and current market conditions: Our opinions of estimated project cost provided for herein are
made on the basis of our experience and qualifications and represents our best judgment as design professionals familiar with the
construction industry.
DRC, Inc. does not guarantee that proposals, bids, or the construction cost will not.vary from opinions ,of estimated cost prepared.by-the
firm. This estimate is based on Pre liminaryamprove ment Plans as submitted to Public Works. All figures are subject to change once final
plans are approved by the agencies.
DEVELOPMENT RESOURCE CONSULTANTS, INC.
Civil Engineering - Surveying - Land Planning
800 S. Rochester Avenue, Suite C, Ontario, CA 91761
Tel. (909) 230-5241 Fax (909) 230-5246
JEFFERSON SQUARE, LA QUINTA, CA Date: July 30, 2008
ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS - BOND ESTIMATE DRC Job No. C07-304
ITEM
ITEM DESCRIPTION
QUANTITY
I UNITS
UNIT
PRICE
ITEM
TOTAL
PROPOSED SEWER & WATER IMPROVEMENTS WITHIN PUBLIC R/W
SECTION 1: ,OFF -SITE PUBLIC SANITARY SEWER WITHIN PUBLIC R/W
1
10" VCP SEWER MAIN
16
LF
$85.00
$1,360
2
8" VCP SEWER MAIN
100
LF
$75.00
$7,500
3
48" STANDARD MANHOLE
2
LF
$3,500.00
$7,000
4
CONNECT TO EXISTING 10" SEWER MAIN ON JFEEFRON ST.
2
EA
$1,000.00
$2,000
SECTION 1 SUBTOTAL:
$17,860
SECTION 2: OFF -SITE PUBLIC WATER SYSTEM WITHIN PUBLIC R/W
1
18" CLASS 350 D.I.P. WATERLINE ALL RESTRAINED JOINTS
30
LF
$120.00
$3,600
2
12" CLASS 350 D.I.P. WATERLINE ALL RESTRAINED JOINTS
155
LF
$100.00
$15,500
3
18"X18"X12" TEE
1
EA
$450.00
$450
4
12"X12"X12" TEE
1
EA
$400.00
$400
5
1 18" GATE VALVES
2
EA
$1,800.00
$3,600
6
12" GATE VALVES
4
EA
$1,500.00
$6,000
7
REDUCERS
21
EA
$300.00
$600
8
BLOWOFF ASSEMBLY
21
EA
$2,000.00
$4,000
SECTION 2 SUBTOTAL:
$34,150
SUMMARY. OF ESTIMATED COSTS:
PROPOSED PUBLIC SANITARY SEWER & WATER IMPROVEMENTS WITHIN PUBLIC R/W
SECTION 1: OFF -SITE PUBLIC SANITARY SEWER SYSTEM WITHIN PUBLIC R/W
17,860
SECTION 2: OFF -SITE PUBLIC WATER SYSTEM WITHIN PUBLIC R/W
$34,150
TOTAL ESTIMATED ON -SITE COST:
$52.010
NOTES:
Development Resource Consultants, Inc. (DRC, Inc.) has no control over the cost of labor, materials, equipment, the contractor's methods
of determining price, competitive bidding and current market conditions. Our opinions of estimated project cost provided for herein are
made on the basis of our experience and qualifications and represents our best judgment as design professionals familiar with the
construction industry.
DRC, Inc. does not guarantee that proposals, bids, or the construction cost will not vary from opinions of estimated cost prepared by the
firm. This estimate is based on Preliminary Improvement Plans as submitted to Public Works. All figures are subject to change once final
plans are approved by the agencies.
RECEIVED
AUG 0 6 2008
Development Servfcz,
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 8092
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 utilitycompanies 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
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
® 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 fumished 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 (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test*shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no -
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
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.
2.
4.
5.
I
PERMIT -NO.8092
Jefferson Square / Off -site and On -site Water & Sewer Improvements / SDP 2007-
898; $W Corner of Jefferson St and .Fred Waring .Dr
In addition to the standard permit conditions, the following shall apply:
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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
The permittee may only work at night if approved by the City Manager. If approved by the city manager,
night work may be halted if the city receives complaints about the night work.
Regency Centers and Mercer Construction, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Operation and maintenance of equipment within one-half mile of human occupancy shall be performed
only during the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m..
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic -control devices) is not permitted on any Arterial
street.(ie any 4 lane street) neither before 8:00 a.m. nor after 4:30 p.m.
7. 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection.is
to be altered in any way.
In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSPWC), the 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 . Page 1 of 6
PERMIT NO.8092
Jefferson Square / Off --site and On -site Water & Sewer Improvements / SDP 2007-
898; SW Corner of Jefferson St and .Fred Waring .Dr
9. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a1etter 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
10. A traffic control plan shall be prepared in accordance with the MUTCD and submit to the City
for review and approval prior to starting any construction: It shall be the Permittee's responsibility
to appropriately detour and barricade all construction sites. On Collector to Major Arterial Streets, the
permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual
of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated
November 2004 (HTML) and the California Supplement. As of October of 2006, these documents can
be observed at htlp:Hmutcd.fhwa.dot.gov/HTM/2003rl/part6/part6-too.htm and
http://www.dot.ca. og v/hq/traffops/sizntech/mutcdsupp//pdf/CA-Chap6A-Chap6F.pdf, respectively. It
shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. ,
Apply the following when applicable: A minimum of two (2) travel lanes of paved surface
shall be maintained at all times.
11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
12. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to
the City of La Quinta.
13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to
observe random trench compaction testing. 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 II at
777-7047 to determine the city inspector's phone number.
14. 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
Special Page 2 of 6
PERMIT NO.8092
Jefferson Square / Off -site and On -site Water & Sewer Improvements / SDP 2007-
898; SW Corner of Jefferson St and .Fred Waring Dr
15. The permittee shall not encroach upon private property without prior written approval of the private
land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the
city prior to start of.the work.
16. 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 24hrs prior to work and request aft appointment for a
preconstruction meeting with the City Inspection staff.
17. At the approval of the City Engineer, during work hours and when no lanes are provided in the work
area, 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
Without the approval of the City Engineer, the permittee must maintain a drivable surface made of
existing Asphalt Concrete or Portland Concrete.
18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
19. Prior to excavating in native Soils, the owner of the project shall have employed an archaeological
observer for the site excavations within native undisturbed soils. The name of the archaeological
observer must be submitted to the Public Works Department and attention this to .the Associate
Engineer. If the archaeologist determines the'site is not to be required to be observed, please submit a
letter signed by the archaeologist stating their determination.
20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public. Works Department, a traffic control plan shall be submitted for approval prior to start of
construction or parking on the paved R/W.
21. 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.
22. 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.
Special Page 3 of 6
PERMIT NO.8092
Jefferson Square / Off --site and On -site Water & Sewer Improvements / SDP 2007-
898; SW Corner of Jefferson St and .Fred Waring Dr
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
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.
23. 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) within
intersections and forty to fifty (40-50') in the longitudinal direction of the roadway 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.
24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
25. Access and egress to all local properties shall be maintained at all times.
26. 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 Standard Specifications for Public
Works Construction (SSPWC)
27. 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.
28. The City of La Quinta reserves the right to revoke; suspend or void this permit at any time.
29. 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.
30. 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 Page 4 of 6
PERMIT NO.8092
Jefferson Square / Off -site and On -site Water & Sewer Improvements / SDP 2007-
898; SW Corner of Jefferson St and .Fred Waring .Dr
31. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green .
2. Retroreflective.niaterial (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1,000 ft
4. Apparel shall be designed'to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have
white legend on red background.
D. Directing Traffic
1. Only three (3) signals are required:
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is
not going to start immediately, or when work is completed.
Special. Page 5 of 6.
i
PERMIT NO.8092
Jefferson Square / Off -site and On -site Water & Sewer .Improvements / SUP 2007-
898; SW Corner of Jefferson St and Fred Waring .Dr
32. 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.
33. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, -the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
t
Special Page 6 of 6
PleV-41r;,
4
f
1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2O06 CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL;DEVICES (M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE
REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA
QUINTAAND/OR CITY OF INDIO REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
BARRICAD ES AND DELI NEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WI DTH AT ALL TIMES
5. ACCESS TO PRIVATE PROPERTY SHALL BE'.MAINTAINED ATALLTIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS,
THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
7. THIS IS ATYPICALAS THE CONTRACTOR MAY ONLY NEED TO HAVEA ONE SECTION CLOSED FOR THAT
DAYS WORK.
ESPLANADE
RIA PRWY
E� G
O.
TING\ LLJJ'
ONLY
EXIS
QO+yy�QPO�GC�C�O000��/�7�?�4�PC�OGGO
C= \ e \f✓
P4 OOr;� dCi�G7�C5 G COOP'H�1TL d�L3m�
O ° r,A J
350
(RT)
;. 350
W4-2 (LT)
l I 350
660
GOOD
JEFFERSON ST.
N n - W —1 R
U
Date Speed limit
S— p� 50
Traffic Cmbd Plan
Install er & Sewer for J rson Square
Prime Conhaotor Based m Sts d
R 3 Contractors CALTRANS T 11
Traffic Camd Design by Phone Repared 4
Tops N Barricades, Inc. (800)852-TOPS Ron Fifleld
1 REV 9/1 08 To Be Issued on Approval
n U 0 arcKr
Cl 0 1 MU$T
TURN M
n .. EA6TmG
\\
!D-5 (RT) Ct (CA)
IMFM ONLY -() c\�LOUT
45
c 0 0
ONTICEL
N
W-�'-13
S
NO SCALE
it
V
QOC7OC= L7CadC= 4L CG
r —WAM - j �—�A
ae�avco�Cr�aar�oiC+
°C'�i OOC�I OC=GC?OC C= C=O
FRED WARING DR.
WORK