7162See below for Finance Revenue Codes
C&t
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.
DATE-{
LOCXT
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
ZUU7
F CONSTRUCTION (Street address or Description): CVWD- Pasatiempo TM34243; Ave 58 btw So Valley & Santa Rosa Tr
PURPOSE OF CONSTRUCTION: Install'(2) 1 1/2" Water Service for Irrigation,
DESCRIPTION OF-, CONSTRUCTION: Boring and 8' x 3' Asphalt Cut
DIMENSION:'OF,INS ALLATION OR REMOVAL: 8' x 3' Asphalt Cut
.,
APPROXIMATE'7fME WHEN WORK WILL BEGIN:August 20, 2007 TIME OF COMPLETION:October 20, 2007
ESTIMATED CONSTRUCTION COST: $N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction
and placing permanent resurfacing and/or replacing improvements)
COMMENTS:
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized, agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rule +and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work. _\ n
of Aifplicant or
CVWD- Manuel Mendez P.O. Box 1058, Coachella, CA 92236 (760)832-2117 or (760)832-5141
Name of Applicant (please print) Business Address Telephone No.
Same as above
Name of Contractor and Job Foreman Business Address
Telephone No.
N/A N/A
Contractor's License No. City Business License No.
Self -Insured
Applicant's Insurance Company.
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Finance Revenue Code
Inspection Fee E-1 $No Fee
Permit Fee E_1 $0
As -Built Deposit E_A $0
Cash Deposit -Surety Bond, E_B $0
if required
TOTAL $No Fee
Policv Number
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.7 1 6Z
DATE APPROVED:...., Vs-t 22 7o07
EXPIRATIODI DATE: VS f 1- 0�
BY:
Administrative Authority
VNJo
0
e
BARROCADES III
0
D
0
0
4
0
4
0
0
n 1
Ll1 IkMQftA9h'd1 RECOMMENDED CHANNELIZER
AND e
SPEED "S'
MPH w
A
SIGN
SPACING
It
B
MINIMUM
MERGING
TAPER L
ft
E
BUFFER
SPACE R
ft
MAXIP
CHAI+llr6
SPAC
TAPE
fl
25
125
125
158
25-
30
180
180
205
30
35
245
245
257
35
40
320
320
315
40
45
540
540
378
48
5o
600
800
446
48
55
660
660
520
48
60
720
720
5ii
48
65
780
780
682
48
oW Agency
Preemays M
1000
1000
low
48
edeslilam
WA
20
N/A
3
icydis.s
I Roadway
75
rNIA
12
rrownys uno acne ngnways.
Posted Speed or observed opereting speed (whichever Is greater).
Channelizer spacing shall be reduced in half at areas where wedc is taking place, on curves, or
Buffer space may be Inserted In low speed urban areas, should be Insared In high speed urban
inserted In Loral Agency Freeways. Buffer space, when inserted, should be Increased on d,
of equipment and materials, except for a Shadow Vehicle.
LASHING
[ROW SIGI
WORK AREA
A
T 71 �oZ
E
e Aso Ft
W �0-ii
A
C901Q
W70 --I
I i CLOSING OF RIGHT LANE
..Ca(A rnia anuQ (_of o-
c (MUTcp�
I Le
IN
Iz
uwl rww a lvra1rjnu , w11m
'30arS ICieC 41 :01" 10 tLr>,Df -m
taxes OW SSTdW 9 DOW AM,
._.
it N3Hvi OR A @I 'AU"
XWVW MW 11" n 1D All) 3W N
SOU773Y Sdrn JO Gi NOIIOUN
3It
Wd" Mks x5m
aM 0sww N011VUM OM/ 9114
S30r1 9R 1G05 n 07\i 'OM
S) Y '
dw VAA"D at LOOM AM 002 -m
OuOM vW VW0 0 01 LO WO -m
, 0 IND
n'n 17YM1 tl3d K)'t1illr AD )rditlLNiO 7N!
v1WID In A AID
'LlikM WOLVOW IAWN
NDM OWY2 3m W3dN WM SONWr31 3N1
01 O3LVXX Maid AM, 7Y11
vw LOOM L301 00'01 V rums -M
01 OLY= sroluki Un n 7i W
NJ Amm ow ocol V om m -m
WIU 39 JO SISYS
001-0DAKq�yTe
1
1�� T011 �� yIO ttli 7li01i M1
Ii�Y}
lWInn
_y�y_'AD IM
ICIII iTL� 10 AILO M
I
it /t Km p C aA x
111 '0
1 WM n 1 i►mri Iiiaa
m a -A M, m
'0 M *w I
��fTn c ai nsn i Qs xul��� —1
J��` ��es'owStt.orwt�� 3'^'`riM !1•u'owl) I
�,,--- �—�►— —I-- � —1--
1!1-0rM 1 M1111 )l1-0►p M q /
t!tww tl 100007 3AZ.Orp ■1 y/ v i
7 Mn 0 1Q1
tcn i /��» M oak ."b�� `��— —
w I u » 1» a ( I`
�st' °a
Tu
a l IE I ^« dE« A�
I _ c Ia JJ Lt— I
is
a L i
101 ,DDI•,i 7Ms
— — -� I I• . 7 °. —=J,rq I r
n cc� • I u rIC
M nil b�"a I L —
T
b' 1 I 4--'
' 6u tik tt K/y41 « 1
— -� ti�
V 10'1 �p1
to A of
is
or
I I• a n a a 1c a It M u o) It u\
s1f1 9in0370Q •n ,1 to ((sf ODI q) i
'0ou0M '01 'O3NOIMI • 'ONN 11" �LTJNt " / i-_ 'I 11� —1_ T— •T
n 73S lcc ►/1 mp ■DI
"-it all yn 1-(Cpst '4
111W.
11 iwl i1 03}M
— rr/
OD•0a°1 TW — — — — — ! / // 10 I opI at 1 � I w I pl•OOI/iK '1'A
to-tt�ats 'rw +ilrKKtl �7'7I a37i •1I 1 .dam
it \ 1 1 toes 'a f7HiLL I 7w7n T7P3 111s M un t 9w >L
OMVAnn08 1 aiv
D10i17n'7; E •U zt'
p 1-Itwit 011 �1 Im
ad
IMY ►60W SIOVIW:• dYn IOVW 114
9101 Q3d31171 cl ONr
401 04GAIN 01 SM!►1M00 do INIIJ s111
IDIOM 3 mww sww it -taut 'nl m0m► <>
Mai ZWDUO Sam ►01-00111K 9'e uram f( ))
'Qua ZMAD 10 ww It -Nat r1 S31rm l 1
'031DN NVAK3,110 SU31Mn'10tl:M00 !0 SINOd
3 WZK13 YLIIO 7w ONV Y,'0)'S,7Y 110 DISCO#
WW31/n0 Tw IV 1i 3o Ol ONV 1S IM, 1TIID TIN 1r
13S 30 O1 TWI 401 I= ON0111Yn 510//1100 101 10N 3W
IOMo Ims t lnsr 11'10 vnw vii Y:0t it im1O
'pH1ONi10(0yIM STMIT O700r36 1Or010 10
Y QVJD n,E 'rYiIU D ,
Ip s11r1 YM+q;� LO�p rD yI1gW0 N to" YT 11MV1
1011 a1V OV31 1 D NSrtU 'SO" 11 0307V1 'Md MM .1
MION 3SMICK0 SST W1
1611U Ylt/ 9.1 awyl 101.1 IN slivDim — O
'NOM N CWSX30 SV 11,13AWR ONnpf SIV30d — •
5316 s;�� ntins
tw b GYM di ' f691'S1 H01)100 'M AM 900E 'AV11 0NI1Vf4M 5091
nin is O'Li 'm DM 'n J jii
VINooirm *w;r 3 3atsd3mu 'N oiknH 3m owairvN m min 'sn 1 3DMi 'Ki1105 9 dINSNM01
'IL NOM_-aS 30 »31WO LSV3K1fX)S 3H1 30 U311JM10 1S1/3)Un0S 31U !0 JrV 1SU 3K1 A iM 1S3A1 3K1
ONV a31eO* 15YDKM 3H) A dU MM LS3AUUMS 3H1 !0 PW ZV3 M A I" 15Y3 DU A NOISWOMS V MA
Uzf,c .$OBI LtovaZ
S133HS 9 !0 L 133HS VINN00143 30 31V1S '301Stl3NN !O AiNn00 viNno h !0 Am 3H1 NI
�er
W
City of La Quinta
�4
The following General and Special Provisions are attached to and made a part of
Permit Number 7162
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to.making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall.be the sole responsibility of the
permittee:
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and theexisting 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.
Citv of La Quinta
4
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for 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.
PERMIT NO. 71.62
CVWD - Pasatiempo /Install (2) 1 %2" Water Service for Irrigation / TM 34243;
Avenue 58 btw South Valley Ln & Santa :Rosa Trail
In addition to the standard permit conditions, the following shall apply:.
1.. All work shall be performed in accordance with the latest edition of the Standard Specifications for
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
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. CVWD — Manuel Mendez and/or Contractor TBD, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
5. Coachella Valley Water District is hereinafter referred to as "Permittee". As a public agency, the
Permittee is entitled to pay only direct expenses incurred by the City while administering tasks related to
the permit, in lieu of paying the standard encroachment permit fee adopted by the City Council. City
staff and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the
City will invoice the Permittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD'' note, that appear in the "FEE" section on the face of the permit
form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the
direct expense method defined in the previous paragraph.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. 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 (le any 4 lane street) neither before 8:00 a.m. nor.after 4:30 p.m.
8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way. (Note applicable to this permit)
Page 1 of 5
9. 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.
10. This permit is not valid until the permittee submits, to the.Public Works Department 2 weeks prior to
start of construction, a letter from any. owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. A traffic control plan shall be prepared in accordance with the MUTCD 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 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
http://inutcd.fbwa.dot.gov/HTM/2003rl/part6/part6-toc.htm and
http://www.dot.ca.gov/hq/traffops/siwitech/mutcdsupp/udf/CA-Cliap6A-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.
12. 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.
13. 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 Pennittee as directed by and to the satisfaction of the City Engineer at no cost to
the City of La Quinta.
14. 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.
Page 2 of 5
15. 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
16. 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.
17. 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.
18. 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 Il 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.
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 Assistant Engineer
II. 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 possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of_traffic delays.
Page 3 of 5
f
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.
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.
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 completion
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.
31. 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.
32. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion
and acceptance of the project.
Page 4 of 5
33. - 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 material (Orange, yellow, white, silver, yellow -green, or fluorescent
version..
3. Material shall be visible at 1000 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
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
i
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.
34. 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.
35. 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.
Page 5 of 5
See below for Finance Revenue Codes
c% 4
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:August 21, 2007
LOCATION OF CONSTRUCTION (Street address or Description): CVWD- Pasatiempo TM34243; Ave 58 btw So Valley & Santa Rosa Tr
PURPOSE OF CONSTRUCTION: Install (2) 1 1/2" Water Service for Irrigation
DESCRIPTION OF CONSTRUCTION: Boring and 8' x 3' Asphalt Cut
DIMENSION OFINSTALLATION OR REMOVAL: 8' x 3' Asphalt Cut
i
APPROXIMATE TIME WHEN WORK WILL BEGIN:August 20, 2007 TIME OF COMPLETION:October 20, 2007
ESTIMATED CONSTRUCTION COST: $N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction
and placing permanent resurfacing and/or replacing improvements)
COMMENTS.
in consiaeration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized. agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rule .and regulations of the City
of La Quinta and to pay for any additional replacement: necessary as the result of this work.
Of Applicant or
CVWD- Manuel Mendez P.O. Box 1058, Coachella, CA 92236 (760)832-2117 or (760)832-5141.
Name of Applicant (please print) Business Address Telephone No. .
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
N/A N/A
Contractor's License No. City Business License No.
Self -Insured
Applicant's Insurance Company.
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Finance Revenue Code
Inspection Fee E_1 $No Fee
Permit Fee E_1 $0
As -Built Deposit E=A $0
Cash Deposit -Surety Bond, E=B $0
if required
TOTAL $No Fee
Policy Number
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.% 1 6Z
DATE APPROVED::.. vst Z2 2oo7
EXPIRATION DATE: AOS, VSf Z2E Zook
BY: �1
Administrative Authority
21
T4hf 4 4Q�rw
PUBLIC. WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: _ 3 `�'a `f 3 Pr jest Name: Ra 5atr
Vicinity://t �� b� . 077, IlAlh., 1 _
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.)
Description of Construction (Ex: See Plan Set No. 01234)
Dimension of Installation or Removal:. C,.� 8 X 3'
Approximate Construction Start Date: D 7
Approximate Construction Completion Date: fQ? • p %
Estimated Construction Cost: $
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent. resurfacing and or replacing improvements
Contact Name: IYJ,✓v. one Number:yd)_��
Name of Applicant/Owner:
Applicant Address: &P-O)c [ o.S1�� C,*t
Applicant Telephone Number: Al,; \ ? S /y
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number:
A
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MIDST BE PROVIDED -
Applicant or Contractor General Liability Insurance Company -
Rece .
&sa f�
ntServi.,
Applicant or Contractor General Liability Insurance Policy Number: I
Office Use Only:
Inspection Fee: ^
NQ [-e�-
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
-
Credit
_..---
—Amount- --.-
TOTAL FEE DUE: 00 C e Z
Office Use Only:
Assigned Permit Number. 6
Approval Date:
Expiration
Date:
Issue
Date:
F
I
7 Zf
PE-9 tV '(T 71(02,
allr K
D D
DELINEATORS
D0 OR
L8" CONES
a
0
a
a D
n rrr� I I
MINIMUM RECOMMENDED CHANNELIZER
AND SIGN ,PACING")
SPEED'S*
MPH w
A
SIGN
SPACING
ft
B
MINMNM
MERGING
TAPER L
ft
E
BUFFER
SPACE wi
ft
MAXIMUM
CHANNEL12ERR
SPACING
TAPER(3)
It
MAXM I.
CHANNEWER
SPACING
TANGENT(s)
ft
25
125
125
158
25•
50
30
180
180
205
30
60
335
245
245
257
35
70
40
370
320
316
40
80
45
540
540 -
378
48
98
50
600
8m
446
48
98
55
660
660
520
48
98
60
720
720
598
48.
98
65
780
780
682
48
98
ocd Ag-qr
I'mmignpro
10M
1000
1000
48
98
eds;-hisris
NA
20
NA
3
6
is d*.
Use Roadway
Sign g2E�q
75
N/A
12
25
Posted S r). �mre nignways.
peed or absenred operegng speed (whichever Is greater).
Channelizer spacing shall be reduced In hatl at areas where wodc is taking place, on cunres, or areas of head-on con1k,1,
Buffer space may be Inserted In low speed urban areas, should be Inserted In high speed urban end rurel areas, and shag be
inserted In Local Agency Freeways. Buller space, when Inserted, should be Increased on downgrades and should be kept dear
of equipment and materials, except for a Shadow Vehicle.
U
WORK AREA
v
FLASHING
ARROW SIGN
CLOSING OF RIGHT LANE
Ca(;4 r-Aia
ea s► r r �r 71i• `� � .. .. Y .
A
A
Y0
De,OGeS
C ( WATC p)
E
W zo-5
W70 -I
LZ
i;
Almn ?YN Da' wrlirylia xmLm
•TANS IOdG rW VOKMO M O[VDIN -m
�t3il 0w< 63v0v S35RlIlII AWl7
7119•d wal r1wK. h D 10 3W al
Sr YwdOtrlw 'Aiwn
NOR
4Xdtd YLVa 74SM
NU vrA'7 01 MY M AW D0.O1 -m
ow mclmN wuuviw " VIA
ousm aw va.o m VAGO -m
IN u
7Gitl3'.W A SONG?art A 01 Im .O
SS M 11R Y000 w a0 tr v
VINM VI A AW
•171m mouvmw wom
lV11 17Vy1 wad K 7'TKNv A Dwf1141ND 7w1
N30 3W
ID61 03 '7 iW ND30H WC06 SDNWA kl
(l o31vJ1710 STAdJ'1<I Am. 71v
Y01 10MV3 AW W01 1 OirM -m
oi (31vA x S lc,,:w a uw "W
Ya1 Ilm v) tom o701 r mvxm -m
SWIUY36 !0 SIS1�@
1
F1pI
'001-OD RK IM
�ryti •1 wrgl,7n�y SwOw
1-»/�p1� 101pY,OC 17Nu,Y�3d Y)La i-ou �ls �•!�i+ft ]itMi Y
pi
Ia
17��Y�D�N��111°,AO
Y�-a
11 �l[ Is in pirumN
)Y
sIu . Jt loil 1rfi i 1
Mm"— V 1^6R1i iI J�01 4m iilai %
0. 7i71vYllll,iw ni
04 IM .1 US fro 10 t4 m
�. 'oa n
no» 1ts4ol.orw h an Nuum � � (I•u•o»» I
dCOCf )j1ArM Y (rrm 3Il4on w _ .CCUY DR.wn Y( 1:0D'oo>, �i:.orsY�q v
1-0 101� HILm_ 4 / it 101 1P1 O LM
��� lI $ 1 I� L
aA 17101�10
om vlsti I I 4A01
Dy _�I L_ I
L _ .6 — — _ — _ — — i° 1 JJ L�— I
» K�y4 las I I
11
WX
0191
— — ' b` a9 y E� rt 0_: �o� C�`� 001•.1 31r7f
I P I S O�r y„ a/fir ,� aIA8 `
JIT.—
It If
I TIt w
to
It
ON
�► I � _ 4051—
r r AsK
am a
Kti � (► « Ios
Vf I I■ K n u a a u r u els At
vwuok 111 'OYOYVi • 'ON , —.3 / / 11 T -T
_ w � ym wawa-wI
It 'DJS 1YG t/1 m NJ
Lam' Yk t�N1�f1`Oaawvit
GMIYATWM 18069l11
in "i I,III % vi
ADD7x
K11 -OOl/CK 'S'II
( i / / „ \ 1 a9oeK •a fmt I 719an3�i7ra 1115 w orl . tnI tV
IWv 1C0'CL WOVINW dYM DVW SYu
'U01 Cod3al1 Cl OW
U01 ma" Ot %"IW3 do 17vf1 lbu
Imam xwa0uo Saw vo-u/ul tw s311ooY <>
ml°I aw l'uo w wn w-Ulm Ill olnoow
mim maw sum ul-DolnK tr urrim (( ))
MIOW 3A►SU SS33V1 If-IS/M TA SrM
•0310w 3SWY3wM0 U3W -04.-N07 A S1MN1
3QNl111O7 vmo Tiv go" t'D 1S:7t tw0003simm
WW34M rl it 135 39 Ol CNV U)H,D7 17141 rlr !r
1E 39 O1 vN^. 101 Im oNo1Yr11 sY7Ntl07 101 low 3Yv
N7wr1 1731LLf r 1l19Y 11'Nt 5.771'� t,77 t:7 Y lr 1n737
'5�110W0f76101STv it 11E o10irE�n lE VNO SM VJ
NO {Yh�Y3w+1 J7D100v1 ) Y0131W.ND7 » CC" II 0300r1
YOVI Da OV11 r OD WN tSM t, a3»rl -kv NOW .1
m10w 3SY3
10 SSTM
1611U YI» 11 ODDv1 •n .I 18 SLv71" — O
'NDIWW C39:ID530 Sv 1N311YDM OWQI S31rXM — •
930 S.H Aan
CM IM arm in ,I �p C69r'S'1 HO1)M)D 'M AllYO 9009 'AVII OHLLIl1SN03 iO11
fun w lams 'm a 'n .1 OI
MNHMM 'ALWW 3OISLfiMN 1MOltl3M 3M 0N!U VWdl38 94 'LM l 3ON1M 'WOS 9 dIHSNM41
'a mouax !0 x fro 1Sv3Hif105 3Hi !0 U3 wm iS113Hm 3HL !0 irw " 3HL A J Mi l.S3M 3Hl
OW L131W* 1bY3NL" 3HL M tl31Nvf10�1j53iMKIM Ni A XW IM 3N1 A i M 1ST/3 3111 !0 WWX)SAS Y WM
Uz I c 00N WDVHW
S133HS 9 A 9 133HS vINwirto d0 3LviS '3015i1 u !0 AINf10o Y1Nino h !0 Alp 3H1 M
City of La Quinta
t ,
The following General and Special Provisions are attached to and made a part of
Permit Number 7162
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of 'way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an
"R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('W) 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 ''/z") of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
®, R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to. the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. .
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for 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.
;�w:
PERNUT NO. 71:62
CVWD - Pasatiempo / Install (2) 1 '/2" Water Set -vice foi- Irrigation / T_iVI 34243;
Avenue 58 btw South Valley Ln & Santa Rosa 'Trail
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.
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. CVWD — Manuel Mendez and/or Contractor TBD, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
5. Coachella Valley Water District is hereinafter referred to as "Permittee". As a public agency, the
Permittee is entitled to pay only direct expenses incurred by the City while administering tasks related to
the permit, in lieu of paying the standard encroachment permit fee adopted by the City Council. City
staff and its contract staff will maintain monthly time and material ledgers of expenses incurred, and the
City will invoice the.Perrriittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the permit
form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the
direct expense method defined in the previous paragraph.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. 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 l 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.
8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way. (Note applicable to this permit)
Page 1 of 5
9. 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.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. A traffic control plan shall be prepared in accordance with the MUTCD 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 the guidance of the Manual of Uniform Traffic Control Devices
(MUTCD) 2003 Edition with Revision No. I 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.litm and
http://www.dot.ca.gov/hq/traffops/signtech/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.
12. 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.
13. 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.
14. 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.
Page 2 of 5
15. 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
16. 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.
17. 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.
18. 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.
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 Assistant Engineer
II. 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 possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Page 3 of 5
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.
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.
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 completion
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.
31. If it is the intent of the pennittee 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.
32. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion
and acceptance of the project.
Page 4 of 5
33. 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 material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 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
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
01
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.
34. 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.
35. 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.
Page 5 of 5