8000Zwv
`a�(�W+�a.• See below for. Finance Revenue.Codes
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TWY/ 4
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION .re I
• For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other i b
'? works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class I II
Minor Improvement Permit - Class IV
DATE: 1 /2/2008 s
LOCATION OF CONSTRUCTION: TM 30023; Trilogy La Quinta; Monroe St S/O Ave. 60 D S« [r U
PURPOSE OF CONSTRUCTION: Monroe Street Water Improvements i '* nnn
jM1114 1k LUOU
DESCRIPTION OF CONSTRUCTION: Install 18" Water Main On Monroe Street I I -
'DIMENSION OF INSTALLATION OR REMOVAL: 1,972 If - From Ave 60 To 1,972' South. I CITY OF LAQUINTARUNG—
I
APPROXIMATE TIME WHEN WORK WILL BEGIN: '1/7/2008 TIME OF COMPLETION: 1/31/2008
ESTIMATED CONSTRUCTION COST: $206,657.00 (Including removal of all obstruction; materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS PE/Jb/tJ& -irrC 10.
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 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 ty
of La Quinta and to pay for any additional replacement necessary as the result of this work. .
Signature of.Applica t or A
Jeff Davis - Shea Homes, Inc. 60-800 Trilogy Parkway La Quinta, CA 92253, La Quinta,-CA 9 (760) 272-9798'
Name of Applicant Business Address -Telephone No.
Jones Bros 85-989 Ave 52 Coachella, CA 92236; Coachella, CA 92236 (760) 347-2291
Name of Contractor and Job Foreman Business Address Telephone No.
172092 153
Contractor's License Number City Business License No
American Home Assurance Company 7594282 '
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class II Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee
E-1 $6,200.00
Permit Fee
E=1 100.00
As -Built Deposit
E_A $0.00
Cash Deposit -Surety Bond,
E_B $0.00
if required
TOTAL
$6300.00
-J
PERMIT NUMBER: 8000
DATE APPROVED: aI A Z00
EXPIRATIOWATE: Jd7n If 'ZOO 9
BY: 5
Administrative AVIhority
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PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT ec ee
hl-
Date:
Tract No: ,S o o.Z 3 Project Name: -Ti,, do hti/ o,e i ki +g
Vicinity: vrlroe_
Purposp of Construction (Ex: Rouggh Grading, Offsite Street etc:) VI DVI ro Z
.�N_U•� 1 Gvt�tr ovctM �.-� is
Desc 'ption of Construction (Ex: See Plan SeTio
. 01234) Ct1 &Ja L 1$
IT
A e✓ wtan t n oh V4ID ro.e .
Dimens'on of Installation r Remov : I t 9'l2 I _ FroVI" Al.
0 o f QV7Li u
,Approximate Construction Start Date: avl ugv, q Zoo,?
Approximate Construction Completion Date: a n sae / ;K / , Zyo 9
Estimated.Construction Cost: $ �:$ 2i7(p(o S -1
Estimated Consttuction Cost shall include the removal. of all obstructions; materials; ind debris, back -filling, compaction and
'Placing.peniianert_ resurfacing and of replacing improvements
�p �008
Contact Name: Phone Number: Z'I Z• 979k
Name of ApplicantfOwner: h e-a
Applicant Address:. .(0 0 • $o 0 -T •og q V4, 'k t; !21 - .
Applicant Telephone Number: -7LP0
Name of Contractor., /�j 'e-_S & ,,ecc
Contractor Address: S -- % 91 Av e . G 2- Cpeehitl92Z
Contractor Telephone Number: q*7 Z29
Contractor State License Number:
Contractor City Business License Number:
d A•COPY Or TIIE CURRENT INSURANCr�, CERTIFICATE, MUST ICE PROVIDED -4
Applicant r Co tr for General Liab'lity isuranc ompany:
Applicant C ntractor General Liability. Insurance Volicy Number:
-1 t^ rn I I -.% c —\
Office Use Only:
Inspeclion.Fec: I f &.1
Permit Fee: r ( 00
i
As-Built
O
Deposit:
Dust Control
Deposit:
Credit 0
— —
—Amount:--.._.-- _:..
TOTAL FEE DUE:
O'ff ec Use Only:
Assigned Pemut Number: go 0 O
Approval Date:
Expiration
Date:
Issue
Date:
--Administrative-Authority:
-
' a 07/26/2007 22:34,FAX 7603989052 JONES BROSACONSTRUCTION.',•
2002 r
' �10, -S BROS. CONSTRUCTION' C'
,
• GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
8640 AVENUE 52 • P- 0.BOX 905' COACHELLA, CA $2236
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*', f TELEPHONE (760) 367-2291 -
• r
• . .
LIC. NO. 172092
PROPOSAL NO. 1879-A CONTRACT. NO.
PROPOSAL SUBMITTED TO: 7 PHONE FAX
DATE
+ 777.6006 777-6039
JULY 23, 2067
i NAME: PROJECT .,
r SHEA HOMES WATER '
ADDRESS: LOCATION:
r LA QUINTA
r
CITY AND STATE: ARCHITECTIENGINEER: DATE OF PLANS
MSA s 12I20/2006
ATTENTION: - PROJECT PLANS NO. AND TITLE
-
ULRICH SAUERBERY TRACT # 30023 NORTH END
I We hereby propose to furnish tie necessary equipment• labor• and materials required to perform the foltowing'works:
ITEM # DESCRIPTION QUANTITY UNIT PRICE
TOTAL
i' 1.) 36" TIE IN ' 1 EA $ 1,700.00
$
1,700.00 '
2.) 18' DIP "POLY ENCASED" 1972 LF $ 68.6.7
$
135,417.24
3.) -18" BEND W. CONCRETE V 4 EA $ ` 1,059.00
$
• 4,236.00 O PP
4,) : ' 1$- TEE W/ CONCRETE 1 EA $ ' 1,906.00
$
1,905.00 j
5.) 18" BUTTER:cLY VALVES 2 EA $ 4,623.00
$
9,246.00 1 8rt4 Z
A 6.) 18" X 6r' REDUCER 2 EA $ 2,085.00
$
4,170.00 • l �� L S
-- 7.) 2" SERVICE 2 EA $ 1,950.00
$'
3,900.00 '
- 8.). 2" AIR VAC, 2 EA $ 3,500.00
$'
7,000-00
. 9) • 6" BLOW OF=" 2 EA Y $ ' 2,062.00
$
4,124.00 '
L. r
10.) COLD MIX (TRENCH PATCH) APPROX 6006 SQF $ 2.00
$
12,000.00
• 1
11.) REMOVE 8r GRIND A/C 6000 SQF •$t 0.29.
$
1,740.00
TOTAL
$
106,438.24
12j RAISE VALVF:S,TO BASE PAVING, 6 EA $ 300.00
$ ...
1,800.00
13.) RAISE VALVES TO FINISH PAVING "6 EA . $ 300.00
$
1,800.00
AVE 60 TO AVE 61 WESTSIDE
24
�, 1 ✓ U • —
t
OF MONROE STREET
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PROPOSAL PRICES ARI-' BASED ON CURRENT PRICES AND ARE SUBJECT TO CHANGE
IF CONTRACTOR RECEIVES INCREASE:
DIRT.RAISING INCLUDED IN BID. BASE & FINISH RAISINGS WILL BE AN ADDITIONAL $300.00 EACH.
ALL PRICES BASED ON UNAPPROVED PLANS, PRICES MAY CHANGE UPON APPROVED PLANS
NO PERMANENT PAVING, NO PERMITS, NO LANDSCAPING, NO CURB OR GUTTER.
SEE ATTACHED STIPULATIONS,
JONES BROS. TO BE INDEMNIFIED FOR FINES AND/OR TICKETS FOR DUST CONTROL AFTER COMPACTION
COMPLETE IN SEGMENT WHERE WORKING -
Buyer and Seller agree that the -r-nerel terms and conditions attached, hereof am part of this agmemara are thoroughly understood.
Notice: Additional Terms :ind Conditions are Attached. Read Before Signing - Buyer to sign both sides.•
ACCEPTED FOR BUYEF
By _ r Submitted By
Title Da,9 Approved By
Title Date
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 8000
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'properiy, 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 ofAebris 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 followinq 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
line'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..
/;
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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 steuctural section of the roadway.
❑ k17 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 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.
l
® 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 lof 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 ethod.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.8000
Trilogy - Shea Homes / 18" Water l!!i.ain Installation / From Ave 6o to 1,972 LF-.
South on Monroe Street
In addition to the standard permit conditions, the following shall apply:
1. All work' shall be performed Jn accordance with the latest edition of the Standard Specifications for
Public Works Construction . ($SPWC) 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. 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.
4. Shea Homes (Triloyy) / Jones Bros Construction, hereinafter referred to as "Permittee", shall be
responsible for providing -continuous dust and erosion control.
5: Streets shall be kept. clean. They shall be completely cleaned at the end of each working day and .
more frequently, if required.
6. 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.,
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 Riverside, Country Traffic Signal Maintenance Department at (051) 95576894 if signal
operation at the intersection is to be altered in any way.
8: -'In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSP.WC), 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 Conditions Page I of 6
L -
PERMIT NO. 8000 ,
Trilogy - Shea Homes / 18" Water Main Installation / From Ave 66 to .1,972 LF
South on Monroe Street
9. This permit.is not valid until- the permittee submits, to the Public Works Department 2 weeks prior
to start of construction, a letter from any owners of the driveways/access ways that will be closed
down due to the construction. The letter must be approved by the city and at minimum state from
the owner the following: '
A. Approval of the construction
B. Plan, identification
C. Time Frame of Closure
D. Alternative Routes ,
10. A' traffic control plan shall be prepared in accordance with the MUT.CD and 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control
plan which shall be prepared under Ahe 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 http://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and
http://www.dot:ca. ,,ov/hq/traffops/siwitech/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 additioria] 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 Penmittee 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 pe'rmittee 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 r
c. Contractors State License Number
Special Conditions Page 2 of 6
d
PERMIT NO.8000
Trilogy - Shea Homes / 18" Water Main Installation / From five 66 to 1,972 LF
South on Monroe Street
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.
r
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 an
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 i
18. Without the approval of the City Engineer, the permittee must maintain a drivable surface made of
existing Asphalt Concrete or Portland Concrete.
19. 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.
20. 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.
21. 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 for acceptance at least 48 hours prior to start
of construction. or parking on the paved R/W.
22. 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 possibl` alternate routes. The. message board, shall be provided for the
commuters 48 hours prior to the start of traffic delays.
23. 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 Conditions Page 3 of 6
PERMIT NO.8000
Trilogy - Shea Homes / .18" Water .Main Installation / From Ave 6o to. 1,972 LF
South on Monroe Street
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, Perm' ittee'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 Pe' ittee. Copies of all test
results shall be furnished to the City Inspector.
24. 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.
25. All landscaping, 'irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
26. Access and egress to all local properties shall be maintained at all times.
27. . Permanent pavement replacement shall be completed no later than seven (7) days after the
I
ompletion of the. work. Permanent pavement replacement shall conform to the Standard
Specifications for Public Works Construction (SSPWC)
28. 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.
29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
30. 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.
-3-1. 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 4 of 6
PERMIT NO. 8000, .
Trilogy - Shea Homes / 18"-Water Main Installation / From Ave 66'to 1,972 LF_
South on Monroe Street
32. Flagger Requirements
A. Minimum Requirements i
l.Receive and communicate specific instructions clearly, -firmly, and
courteously;
2. Move & maneuver quiekly;
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 material (Orange, yellow, white, silver, yellow -green, or fluorescent
...version.
3. Material shall be visible at 1000 ft. i
-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
4 'a. 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.
STOP', SLOW PROCEED
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 Conditions Page 5 of 6
AVE. 60 AVE. 61
W20�1
z
OAO 02012
AHEAD,
,
NO SCALE
NO LEFT TURN PER
CITY OF LA QUINTA RI-1
m4(u) W20-1
VW20-2
C17 (CA)
20-2
RI-1 C30A
Ri-I RI-1 RMD wm
END M' ® CLOSED ROAD
ROAD WORK WORK
AHEAD
AC
WORK`
300 FT
ER— 500 tF
MONROE ST.
rywo
---,WORKIM--
--�-7�77
Id-
1,
-co
-1171
500FT-
Rij RI-1
W20-1 C17 (CA) KEEP
KEEP
RI-1 2M5WORK` RIGHT SEE M0.2
111ENO
NOTE
EX
SPLIT 4
ROCK DR.
W20 1 GATED ACCESS
02M
END
ROAD WORKI 8
�006)
RwbwW By Da BMW Wilt
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) 55
2. TRAFFIC CONTROL SHOWN HEREIN ISTHE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Tmfflc Ca*d ftn fm
DEEMED NECESSARY -BY CITY OLA QUINTA REPRESENTATIVE. Install Water Line for Shey Hornei
IT P1bm Caftatm BMW on Stuwwd
3. THROUGHOUT EACH WORKTERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE W H
TRAFFIC CONTROL PLANS. Jones Bros. Const. N/A
'4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12'TYP.) TRAFFIC LANE WIDTH AT ALL TI kES AND A MIN MUM 5'BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFICLAN E. Tmft Coftd DWp by PVwne
'Pmpuw
5. ACCESS TO PRIVATE PROPERTY SHALLBE MAINTAINED AT ALL TIMES. Tops N Barricades, Inc. (800)852-TOP S Ron Fifield
6. THIS TRAFFIC CONTROL SHALL BE]N PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BECLEAR OF DEBRIS AND RETURNED TO NORMAL. vgff gu—ffd—M-1 Date Peft NumW
7. FLAGGERS'SkALCCONFORM TO THE -INSTRUCTIONS ON SHEET 3.. 1 of 3 REV 11 /18/08 8000
A.
AVE. 60
MONROE ST.
vGATED ACCESS
NOTES: 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 SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OLAQUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WrfH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYR) TRAFFIC LANE WIDTH ATALLTIMES AND AMINIMUM 2' BETWEENTHE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAI NTAINED AT ALL TIMES.
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 RETURNED TO NORMAL.
7. FLAGGERS SHALL CONFORM TO THE INSTRUCTIONS ON SHEET 3..
AVE. 61
Pttmk+- b 00 a
Date
55.
Treaec Cwft Plan for
Install Water Line for Shey Homes
Pd= Cant &r Bawd w Sandwd
Jones Bros. Const. N/A
Tmfflc Contrd Deem by Phone PMPUW 4
Tops N Barricades, Inc. (800)852-TOPS Ron Fifield.
Date PaM NuftlW
2 of 3 REV 1/18/08 To Be Issued on Approval
55
Install Water Line for Shey Homes
P&M catacwr Bawd en BWndard
Jones Bros.`Const: . N/A
Traft Wftl Desk by Ph= Prepafw By
Tops N Barricades, Inc. (800)852-TOPS Ron Ffield
Date Pero Number
3 of 3 1/12/08 To Be Issued on Approval
NOTES: 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 OLA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 '(12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES AND A MINIMUM T BETWEEN THE EDGE OF
CUT AND THE NEAREST TRAFFIC LANE
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
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 RETURNED TO NORMAL
7. FLAGGERS SHALL CONFORM TO THE INSTRUCTIONS ON SHEET 3..