29851'
4.
NOTE:
With prooer validation
this foam constitutes an CITY OF LA OUINTA
encroachment psrmit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
Fnr the construction or pubtir, t•r orivate cu,bt, driveways, oavernenn, r'dewalks, parking lots, sowers, orator mains
aao other Me public wert:t Fmptovements in connection Kith MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Impro"Maint PWMh — 0w IIItff oATE: g ` Iq _ Minor Improwoment *«h osso IV T
LOCATION OF CONSTRUCTION WM 4- _ eallgig 0
A , n C>° >✓
(Street addtesr or DowrigiVon of L"tron)
PURPOSE OF CONSTRUCTION �'r A!" Sketth latuet construction islarts If appropriate)
OE C PTI NOFCON TgUCj�ON
SION OF 16 TALLAT N RfMOVAL
---
S12f OF,EXCAVATION, IF NEEOE
APPR kIMATE TIME WHEN WORK WILL BEGIN,
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S
(Including removal of all obstruction, materiels. srV debris. backfllinp, nom•
peetion snd placing rterinanent resurler-Ing and/or roptecing imorovemenisl —_
In comideretion of the granting of this oetmit, the applicant hereby agrees to:
Indannily, dstend aM wva the Cov, in author'red aganu, officers, nioti tentalivar end empleyase, h6nnlees Imm mo sawnet any and all
t»nalhes, Lebititiss Or lost retuutnp (. • dams er co. wf— and s0o'^q out of snv ercidwR, low or dama>ta to lleroom Or two"
naceenttte or accurrins As e 0rofi~4 rswtt of anv war► is 4w sken vrteler Ore srrm(t grnntied pur f to drA 4WItasttest,
tfotlh' the nnmtnbtmfivs Authoriry o I.sst twn. y.fnur 17e1 ►oars In .e -me of tote tttne when work ytsu be sswwfL
Comply weth ail 80911utile City OMinonows, Via terms eM ccndllbnr of M prtnh and all assmicaa. rules sea eytrjastw 6104 elty at
u OwIma end to pay for any edaitleml reoleeernent reeeery as rise remit of err work.
Name of Applirert (oiease print)
f1_1 I s __ h_ ._ I
Signature of Applicant
Xq
Business Address
No.
Name of Contractor and Job? Forsman flusinoaa Address Telepltene No.
I W2 2, Ob15a
Contractor's Lice n No. City BuNneio License No.
�e� f�-HO�.d-w-d Wz'1 �cO,v
Appliurt's Insurance Company Policy Number
FEES: Subdivision Improvement Permh — Class III
Public improvements: 31t ct estimated construction costs
Private improvements 3% of estimated Construction toots
Minor Improvement Permit — Class IV: See ettachod ldterfuie 2774
as
Ins0e60n Fee S is now? VALIRATI"
Prrmlt Fet ____�_l— PERMIT NO
Penalty
Cath OepeoifSurety Bond
if required —
TOTAL• S—L�
Peceipt No.
Rtceived by Date
DATE APPROVED
EXPIRATION DATE
OATS ISSUED
By
Adrninlfltretive Authority
Recorded by
Z0 '3r1t76
Telephone: (819) rr?-Mo
991ZLZL09L - LZ:60 666Z/80/90
dun708-99 09:55am F cm -DODGE, FARREN I PETEF" 909988:910 T468 P.C3/0e F-T44
s4c.4MV _tor-K i INUA i r— UI- LIAWLITY INSURAWPIQ DI I WEIMIWDDnY1
DOUCER N250G 1 06/07/99
Dodge, Warren & Peters -Ontario
430 N. Vineyavd Avenue,5te330
Ontario CA 91764
Phone:909-937-2040 Fax:909-937-2045
Jones Bros. Constzuction Co
J i J Brothers Constructicn
Company , Inc.
P.O. Bbx 905
Coachella, CA 92236
i n+o L cr IrIGA i t i0 ISSNtP A8 A MIAITER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALIER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
INSURERA ROysl SUrPlus Linea Ina. Co.
1NSuPFRB: cal -Corn ----
�MSURERC. S_afeco Insurance
INsuRERD Royal Insurance -
_----
COVERAGES
- -- -• - ••--•---- - ........•� wcrly I>Jvou w rnp InauNru NAM ABo,,� ►CR THE POUCr PERIOD INDICATED. NOTWITMSTANdNG ANY REQUIREMENT. TERM OR COND111014 OF ANY COUTRACT OR OTTIER DOCUhIENT VITH RE3PECT TO
VitIIL'r1 ImS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, TME INSURANCE AFFORDED PY TME POLICIES DESCRIBED mLREIN IS 6UajEC f To ru.t_ TME. TERMS. EXCLu510NS Av0 CONDITIONS OF SuCM
POLICIES. AGGREGATE LIMITS SHOWN MAY MACE BEEN REDUCED By Pao Ct.AIMa.
AI TYPE OF INSURANCE POuCYNWMBEK
i t5 '
'
•
A� MMQb! DATE MWO
I LIMITS
GENERAL
LIABILITY
A
X
COMMERCIAL GENERALWBILITY( KZB511278
CLArMS IgaDi OCCUR I
I 04/1.6/99 04/16/00
11 EACn OCCURRENCE-- i 1 , 000 000 _
`FIREDAJdiWEµnyonotuol i 50 OOp-_
i
MED OW (AAW erm Peroonl ' : 2XCLUDED
x
�
X
RPM CONTRACTUAL
i
PER80k" a ARV INJURY $ 1 000 000
E ERALAGGREGATE i 2, OOO,OGO
4EN'L
AGGREGATZ 6Rik T APPLIES PER
I
I PRODUCTS • COMP/DP AGG j , 000, 0�0
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►c=r X IECT LOC
1
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AUTOMOBILE
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LUIDILITY
ANY AUTOI
04/16/9904/16/00
DINE SINGLE LIMIT 11,000,000
r
ALL OIVNEDAVTOS
•
f
BCMDULEDAW05
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IB LY
(Pot person] S
X
MIRM AUTOS
X
NON•OWNEo ALfT05 j
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BODILY INJURY
(j Par accWanq S
x
Comp dAd 81, 000-- I
IS
DAywGE
x
Coll ded 91 000
_ I
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(iPROPERiaa nq
GARAGE LIABruTY
'
AUTO ONLY • EA ACCIDENT
S
ANY AUTO ;
I
I
EA ACC
AUTO Or
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_
I
LIAY: AGG
=
EXCESS LIABILITY
D OCCUR CLAIMS MADE i PKN203449
I
EACn OCCURRENCE
04/16/99 04/16/00
A66REOATE IF
DEDUCTIBLE
-
RETENTION
_
WORKERS COMPENSATION AND
X wG l
8 ENPLOTER9' LIABILITY ; W988167754
I t 0 c
I «% 1/ 6 ll/O1/99.
ER
---
E.L.EACMACCIDENT T 1 000 Olio
E.L. DISEASE - EAEMPLDYE it 000 000_
OTHER
---- '
E.L. DISEASE -POLICY uMIT $1 000 000
C IMAM t"INE f CP8157984
I
� 04 �y .
i.E/.99 04/16/00'
Leasoc/ Special
I !
DESCRIPTION OF OFERATiONSALOCATIONSNEMIC�ESIEXCLUSIONS ADDED BY EN0ORSEMENT13PECIAL PROVISIONS
Rented 4100,000
RE: All Operations; *10 day notica of cancellation for non-payment of
premILum.
CERTIFICATE HOLDER T N j ADDITIONAL INSURED. INSURER LFTTEit CANCELLATION a
CITLAQU SHOcrLC ANY OF TMEAbovE DESCRIBED POWGIES BE CANCELLED WORE TME EX -MATZO
CITY OF LA QUINTA CATF THEREOF, TME;SSUING INSURER VALE ENDEAVOR To MAIL 30 oars vvRrR6N
BUSINESS LICENSE DIVISION NOTiCETO TrE CFAnrir-ATE FOLDER OTME LEFT, "'IFTO DO SO9F1A:L 78-495 CALI,E TAt18IC0
.P.O. BOX 1504 :aIP05E nD oaueArloN oR uABIL ITY o ND uPo 1E S R . ITS, AGENTS OR
IA QUINTA CA 92253 REPRSStNTATlves.
r.1v
-VAA4—
t..
fjSite Waterline Intproventents (Highway 111, Line "C")
Item
Quantit
Unit
Unit Cost
Total Cost
1. Clearing and Grubbing
I
LS
$ 3, 7 9 9.4 9$
3,799.49
Includes but not limited to:
Dust Control
Trench Safety
Mobilization
Construction Watering
(Supplied and Purchased through
CVWD)
Sawcut and Remove Pavement
I
LS
$ 1 , 414 .00
$ 1,414.00
18" DIP Waterline with
Polyethylene Wrap
1,270
LF
$ 37. 5 3
$ 4 7 , 66 3. 10
18" DIP with restrained joints.
137
LF
$ 49.87
$ 6 , 8 3 2. 19
t. 18"x 90 Degree Bend
I
EA
$ 1 , 616.00
$ 1 , 616.00
18"x45 Degree Bend
4
EA
$ 1,340.00
$ 5. 360. 00
18" Butterfly Valve
2
EA
$ 2.769.00
$ 5.538.00
Pavement Repair and Repaving S
per Caltrans and City of La QuintaSUBJJECT
Permit Requirements (6" AC over
TOCHANGEUPON RECEIPT
OF ENCROACHMENT
7" Class 2 AB)
PERMIT
$
$ 19 , 2 24 .00
10. Raise water valves for temporary
,
649.61
$ 1,299.22
Access and alter final paving
;� l
LS
$
(.-- C'"
SUB TOTAL
b D SUMMARY - "WET" UTILITIES
id Subtotal - On Site Water
id Subtotal - On Site Sewer
id Subtotal - Off Site Water
Performance/Pavment Bonds
Total "Wet" Utility Bid Total
$ 92,746.00
$147,000.00
$ 92,746_00
$ 7,037.88
358,931.88
Note to Contractor: L/ 7 y 1----"
The developer will make every attempt to obtain all agency approvals prior to the award of this
contract. The contractor is advised that the Caltrans Permit for the off site waterline may not be
available along with the on site water and sewer approvals. No additional payment for re -mobilizing
I
r start up will be allowed should the Highway I l I permit be delayed.
\\
On Site Sewerline Improvements (Line
"A and "Al')
Item Ouanti
Unit
I.
Clearing and Grubbing
I
LS
Includes but not limited to:
Dust Control
Traffic Control
Trench Safety
Mobilization
Construction Watering •
(Supplied and Purchased through
CVWD)
2.
48" Diameter Manhole
6
EA
3.
48" Diameter Manhole over
existing sewerline
1
EA
4:
8" VCP Sewer
1,400
LF
5.
6" VCP Sewer Lateral
190
LF
6.
6" Sewer Cleanout
5
EA
7.
8" Sewer Cleanout
•2
EA
8.
Sawcut and Remove Pavement
1
LS
9.
Pavement Repair and Repaving
per City of La Quinta Permit
Requirements (4.5" AC over 6" CAB) •
1
LS
10.
Raise manholes for temporary access and
Unit Cost Total Cost
$ 4,021.00$- 4,021.00
$ 2,545.00$ 15,270.00
$ 4,084.00$ 4,084.00
$ 51.00$ 71,400.00
$ 19.00 $_ 3, 61.0.00
$ 358.00$ 1,790.00
$ 358.00$ 716.00
$ 1,195.00$ 1,195.00
$ 7,290.00$ 7,290.00
after final paving /�/ $ 396.00$ 2,772.00
BID SUB TOTAL / $ 112 , 148.00
SPECIAL CONDITIONS --PERMIT NO. 2985
--- JONES BROS CONSTRUCTION CO. ---
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. JONES BROS CONSTRUCTION CO., hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control. All areas shall be kept watered down daily
including weekends.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. 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: 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.
5. Work performed within 500 feet of a signalized intersection is restricted 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 (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. 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.
7.. 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, if required, shall be prepared in accordance with the WATCH Manual and submitted to the City
L 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.
Special Conditions - Pennit No. 2985 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 2985
--- JONES BROS CONSTRUCTION CO. ---
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 one travel lane of paved surface shall be
maintained with flagmen 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. 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 with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner -prescribed -herein, is achieved.-Backfill -shall be performed. -by -mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the
Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material,
such material shall be removed to the limits directed by. the Geotechnical Inspector and/or the
City Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to'or maintained at an appropriate moisture content for
.compaction. The appropriate moisture content range shall be established at the onset of the
project and .ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the
depth of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall
be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift
thickness to be compacted for the remainder of the project.
Special Conditions - Peru it No. 2985 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 2985
--- TONES BROS CONSTRUCTION CO. ---
F. 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.
G. 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.
H. 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.
I. 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.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform .to. the. following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges
shall.be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or
crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the
Standard Specifications for Public Works Construction. The replaced pavement and base
material shall be compacted to 95% relative compaction and respectively tested, for each 300
linear feet of trench. Verify exact structural replacement section thicknesses with the City prior
to installation.
Special Conditions - Permit No. 2985 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 2985
--- JONES BRO.S CONSTRUCTION CO. ---
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
-E. F-or-longitudinal-trenches.within-improved-streets,-the existing pavement- surface, through the
lane width (within lane line striping), shall. be cold -milled to a depth of 0.10', with a "butt" joint
created along each edge of the cold -milled area, and a new 0.10' lift of 1/z" max medium asphalt
concrete pavement overlay applied throughout the cold -milled area.
F. If grinding and: capping operations are not performed in the same day as base paving
operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -
cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving
shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping 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.
16. Perm ittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. 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.
18. 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.
19. This permit allows for the installation of a 18" water -line and 8" sewer -line per the approved plans.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Page 4 of 4
Special Conditions - Permit No. 2985
The following General and Special Provisions are attached to and made a part of Permit No. '29 92S
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations 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 cost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations:
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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.
(92 UTILITY CLEARANCE: (Surface Structures) No work shall be done under thispermit 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 inches of A.C. paving placed on inches of class _ aggregate subbase course having an "R"
value of not less than and in conformance with City of La. Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top ofthe proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (P).
k6 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 (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 2 1/2 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL. STRRII.IZEIL The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
Rli 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 of 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 involved shall lye completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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 an adequately consolidated backfill. Any 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 in lifts of not greater than
three feet (Y) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the. roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (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 thexesulting
compaction shall be not less than 90 percent 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 continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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.
® STREET RESTRD'ING: Where street striping is still visible on streets 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 permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
ADAMS ST.
♦ 4-
0 111111 F 500
A
AVE. 47
500
500
Soo
a
NOTE: 10 FT. MINIMUM TRAFFIC LANES
SHALL BE MAINTAIN AT ALL TIMES
TO BE USE DURING DAYLIGHT HRS.
ONLY
111
Sewer Iirm far New Auto Mall
Jones Bros. Const. Tops N Bw icades, Inc.
0600 DIEM
j8WAW-TOPS 3aF 3 82/99
Ron FFifield =TCH pg. 30& 31
AVE. 47
m�z
NO SCALE
500 FT
mart $i0P � + 725-1 •�
O
ADAMS ST. EasnNG I ./ %W
500 FT 500 FT TO HWY. 111
25
NOTE: 10 FT. MINIMUM TRAFFIC LANES
SHALL BE MAINTAIN AT ALL TIMES
Sewer line for New Auto Mall
.cones Bros. Canst Tops N Barricades, Mc.
(800)852 TOPS 2 of 3 812m
Ron Fiield VATCH pg. 30& 31
`a,� DAILY CONSTRUCTION
REPORT
0 0�
Z1
F o9 S T W TH F III
F � � DAY
WEATHER Brite G,le Overcast Rain Snow
Project �
Job No. TEMPERATURE . To 32 .32-50 150-70 70-85 a
Client
Contractor. WIND Still Io r High Report No.
Project Mg
HUMIDITY ) Moder Humid
AVERAGE FIELD FORCE 41
Name of Contractor
Tcscd
Non -Manual
Manual
Remarks
r.
VISITORS
Time
Representing
Representing
Remarks
EQUIPMENT AT THE SITE
e er. o Ile -r-
CONSTRUCTION ACTIVITIES yc / c
e 7716 V le- viz 42,y r zf y Chv,-5 ff C 0�i'•
Distribution: 1. Project Manager
2. Field Office Page 1 of Pages
3. File 4. Client By: Title ✓f�j� (� 66-16 l