2601. NO
'
With pr oper,valida'tion`
this.fo�m constitutes an .
enc�oach'ment permit CITY OF LA',.QUINTA
APPLICATION FOR PERMIT
t. 3 PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
' ' , " C� ����
hit '�•
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For the,: nstructioh• Of public or private curbs, driveways, pavements, sidewalks, parking -lots, sewers water. mains .
and other Ilke•public works improvements in, connection with MINOR IMPROVEMENTS and`APPRO_VED SUBDIVISIONS
t
±�
!
� }+ "S+r„ •� '. t Subdivision Improvement Permit—'Class I I I ,
+
-DAT 'aq 1. 1997 Minor improvement Permit Class IV
'rx
i"
-LOCATION OF. CONSTRUCTION Jack Nicklaug,.Blyd.,:EGA'West ,
Tkact 283Gt)-1. I.ats lei 32
4!
istreet addresslor Description of Location) !' `
-Abandon existinx sewer•. &
PURPOSE OF CONSTRUCTION Sketch (attach construction plans if appropriate)
i -
watat JlAte rake; install new sewer & water ' laterals. ;
DESCRIPTION OF CONSTRUCTION Seib revised 84:brer•"& r
1;
�
water plane. ,, SEE ATTACHED' CONDITIONS ,
DIMENSION'OF,INSTALLATION OR REMOVAL S6.e- evised
Sewer & . Walser s Olans.'-
SEE TRACT 25499-4-A-M-SED•WATER,
`r
SIZE, OF EXCAVATION, IF NEEDED., Varier: &SEWER:�1�►id5.
,
'
5/5/97
APP,ROXIMATE TIME WHEN WORK WILL BEGIN '
•.APPROXIMATE TIME OF,.COMPLETION Not raya.iiabl:e
r.
EST IMATED`CONSTRUCTION,COST$ 57�168�
't
(Including removal of all obstruction, materials, and debris, backfilling, com
paction,;and' placing•perrrianent resurfacing and/or replacing improvements)
In consideration of 'the+granting of'this -permit, the applicant hereby agrees to:
to
'
Indemnify,;defend tand 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 damageao persons o property
+, +N
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'ihe•time.,when work will be'started. �•'. z
,+ Comply with all applicable City •Ord inances,•the. terms and cop di•tions-of the -permit and all applicable rules' "and 'regulations of tFie,City of '
1-La'Quinta and'topay=for any'additional replacement necessary�a�.the result f this work.
Signature'of Applicarit'or Agent
RSL'Land II -Corn. 56-140 YOGA Blvd: La 'Ouinta., CA 92253? (760) 564-1088
Name of. Applicant (please print) -•`� Business Address Telephone No.
•
i, ,
jone's"ftos. t6iu6truccion 85-=989 Ave. - 52 Coachella. CA (760) 347;-;2291
'
Name ,of.Contractor'and Job Foreman . Business Address Telephone No.
+.
'k `1'72082 153
'
Contractor's'.L`icense No. ;' City Business License No.
Gen. 'Stat• .Indemni ty* Co: iMA� '>360826 '• :w
�
r
Applicant's!lrisurance Company Policy Numbers
FEES:. Subdivision Improvement Permit -•Class 111 ;
S '
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs ' �� •' Y
MAY .�
Minor Permit 5 �99%
Improvement — Class IV: See attached schedule
'Inspection Fee $, 1.535.01- PERMIT Vi4�'Lfl
i
Permit Fee` '
_ •� •PERMIT NO. U501
Penalty 5/2/97
Y,
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE 8/2/97
'
TOTAL: $ 1,535.01 �//��
DATE ISSUED 5A+1/97
Receipt No.By
Received by Date v Administrative Authority.
Recorded by Telephone: (619) 777-7075
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION WG AG4,uS BI VA _. P(—A--
�t2ic(-_
(Street address or Description of Location)
ON
`gESCRI TION 0 CONSI-RUCTION ;� L b 1S.,-4
DIMENSIONF INS ALLATI4ON OR REMOVAL
9�LIJP.V � �.tr
SIZE OF EXCAVATION, IF NEEDED
.APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com.
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
� �/•'�/.,�.'! .moi,/%%�%
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnity, -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 124) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quince and to pay for any additional replacement necessary as the result of this work.
1LSL (� k5&1
�Signature of "plicant or Agent
�( (� k5, QD RF(A- Ems/ A Ca,_au l t k AA (fit
Name of Applicant (please print) Business Address Tel phone No.
J&/Les brvs Ave, -
2 2- road ec(a 66 - 22 -
Na a of Contractor and Job Foreman Business Address ( Telephone No.
Contractor's License No. (� City Business License No.
&0067-3
Appli'cant's Insurance Company GEN. L.IAI&ILIT-/ Policy Number
FEES: Subdivision Improvement Permit —Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permitt-- ,Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT N0. 2670 f
DATE -APPROVED
EXPIRATION DATE 2'
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 777-7075
•:.
SPECIAL -CONDITIONS --PERMIT NO. 2601.
-=- KSL Land II Corporation --=
In addition to the'standard permit conditions, thefollowing•shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction.
2. Permittee shall be responsible for providing continuous dust and erosion control.
3. Contractor shall comply with the local noise ordinance. Operation and maintenance of equipment
within one half mile of human occupancy shall be performed only during `t -he following time periods:
October 1st to April 30:- Monday -Friday 7:00 a.m. to 5:30 P.M.
Saturday 8:00'a.m. 'to 5:00 p.m. ;
May 1 st to September 30: . Monday -Friday X6:00 a.m to .7:00 p.m.
Saturday 8:00 a.m. to 5:00 pm...
Wofk shall be prohibited on legal holidays including Sundays. Work is allowed on Saturdays only
if. special arrangements, including payment of overtime inspection fee, have been _made two (2)
working days -prior to the desired Saturday.
4. Permittee/contractor shall assume responsibility for repair of any pavement damage to any.public or.
private street and for dny damage to other City streets or facilities as a result of work performed
under this permit:
5. Advance warning signs and traffic control shall be installed and maintained in accordance with Cal.
Trans Standards or the. Work Area Traffic Control Handbook (WATCH Manual). It shall be the
permittee's responsibility to detour and barricade. this site.
6. Prior to excavating; the permittee shall contact Underground Service Alert at 1-800-422-4133.
7. 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.
8. Backfill compaction within.improved street rights -of --way shall conform with Section 306-1.3 of the.
Standard Specifications For Public Works Construction (SSPWC). All bacldill soil shall be crushed
aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2
and 200-2.4 of the SSPWC. Native soil shall'not be tised as backfill material. unless otherwise
approved by the City Engineer, Compaction. tests (one per 300 linear'feet- of trench) shall be
provided for areas of excavation large enough to accommodate compaction equipment..For areas of
excavation than that which would accommodate compaction equipment, controlled density fill (CD -F)
Special Conditions - Permit No. 2601 Pap'I of 3
SPECIAL CONDITIONS -,=PERMIT NO. 2601
(continued)
or any equivalent sand slurry mixture shall, be used: As an alternative CDF or its equivalent -may be
used for all areas of excavation eliminating ;the .need for compaction tests. Material tickets and
compaction test results shall be submitted to the city. .
9. All excavations at or near the travel way shall be backfilled at the end of every workday as directed
by and to the satisfaction of the City Engineer for the protection of the traveling. public.,
10. All landscaping,'inigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its
original condition. r
l 1.. Permanent pavement replacement structural section shall be one inch greater than existing", or 4"
minimum, which' ever is greater. A. C. mix design shall be approved by the city, prior to placement.
Permanent paving shall be completed within 7 calendar days from completion of the work:
12. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to any work in
the street (i.e. paved areas_) at (619) 777-7075 when'the work involves lane closure(s) in,a signalized
intersection or, within 500 feet of a signalized intersection. Permittee maybe required to submit a site-
specific traffic control plan for review and approval prior to. commencingwork. at or near a signalized
intersection. .
13 . Work hours at signalized intersections or within 500 feet of a signalized intersection are typically from
9 a.m. - 3 p.m. 'to. avoid peak traffic periods but may vary depending on- the location of the
intersection. The permittee will be notified by the City of specific work hours (if different) during the
48 hour notice period.
14. All backfill shallbe mechanically compacted in lifts of eight. (8) inches or Tess. Jetting.or flooding of
backfill material will not be allowed'unless otherwise specified by the City.
15. Contractor/permittee shall stabilize any soil that was disturbed (shoulder areas etc.) as a result of
work performed under this permit:
16. Trenches in the street section shall be permanently paved within seven days after completion of the
work unless otherwise approved by the City..
17. Where trenching' is performed in any P:C.C. or A. C. improved area. the trench shall be saw cut an
additional Pon each side of the excavation area and a butt joint created: The edges shall be saw cut
to straight, stable, and unyielding edges. Feather joints are not acceptable.
18. The city has designated by ordinance certain city streets as Truck Routes..'_
outes. 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 the restricted street if making a delivery or pickupon the subject street., or .
if this permit specifically grants permission to use the street to deliver street construction materials
and/or equipment.
Special Conditions - Permit No. 2601 - Page 2 of 3
SPECIAL CONDITIONS ---PERMIT NO. 2601
(continued)
19. A traffic control plan shall be prepared in accordance with the Work Area Traffic Control Handbook
(WATCH);.and submitted"to the Engineering Dept." for review prior to starting any construction..
20. The City "of La Quinta"reserves the right to revoke, suspend or, void this permit at any time:
21. This permit authorizes the abandonment and removal of existing water and sewer laterals and the
installation of new water and sewer.laterals along Jack Nicklaus Blvd., serving lots. 15 of Tract
28340-1, as shown on the revised water and sewer"plans for Tract 25499-4," revised by MDS
Consulting.
22.f The conditions of this permit shall not be deemed fulfilled until written authorization and" acceptance
of work is acknowledged below.
1 '
Name Date
Title"
Special Conditions - Permit No. 2601 ' Page 3 of 3 .
)
10S,N.. E•BR.OS. CONSTRUCTION CO.
/F=7`
/ GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85989 AVENUE 52 • P. 0. BOX 905 .• COACHELLA, CALIFORNIA 92236
TELEPHONE (619) 347-2291
PROPOSAL NO. 400 LIC. NO. 172092 CONTRACT NO. _
PROPOSAL SUBMITTED TO: PHONE 564-6111 DATE: 4/2/97
NAME: --------- ------------ PROJECT
KSL .DEVELOPMENT WATER ------ -----------.----------
S .
ADDRESS: ----------------- _— LOCATION: ---------- --------------.__--------.
_--56-:L40--.PGA-..
BL1CDJAGK__NICKLAUS
-_._
CITY AND STATE: ARCHITECTIMDSNEER: DATE OF PLANS:
LA QUINTA, CA 92253
--....--------------------.._.._..- -- —----------_—._..._...--....----------------- -
--
- -
ATTENTION: - PROJECT PLANS NO. AND TITLE
KIM FINCHER TRACT.NO.,25499-4
We hereby propose to furnish the necessary equiprnent, labor and materials required to perform the following work: —
ITEM NO:. `DESCRIPTION QUANTITY UNIT PRICB TOTAL
1,) ADD 1" WATER SERVICE 8 EA $ 2,200.00 $ 17',600.00
LOT #'S 17;32,21,22,25,31',.19 & 23
2.) REMOVE 1 WATER, SERVICE 7 EA $ 600.00 $ 4,200.00
LOT #'-S 18,20,22,23,19,21 & 15
3.) REMOVE FIRE HYDRANT 1 EA $ 1,500.00 $ 1,500.00
LOT #17
4.) INSTALL FIRE HYDRANT (MEDIAN.)♦ 1 EA $ 4,000.00 $\'`4,000.00
LOT #17.
TOTAL $ 27,300.00
�>cSS 139 0. Do i
( COLD MIX ONLY)
(NO CURB OR LANSCAPE REPLACEMENT)--
•(SEE, ATTACHED STIPULATIONS). QQ
01 ZSO d�
- Buyer and seller agree that the, general terms and conditions on the reverse side, hereof are part of this agreement are are thoroughly, understood.
t• Notice: Additional Terms and Conditions on Reverse Side. Read- Before Signing - Buyer to sign both sides.
A ACCEPTED FOR BUYER. - - ---- -- — —
L w'.� I .
gy Submit -ted By.. — --_
r Title�'' — Z' Sv�_ roved B —_ --
�Lw-� Date . — — Approved y —
l/ Title-- _ —Date
When signed by the Buyer and approved by a Managing officer of this Company, this will constitute a firm con -
3,140 tract between both parties, hereto, for all labor and for all materials herein referred to, according to terms and
conditions. MANAGEMENT
ri
,:ONES BROS. CONSTRUCTION CO.
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85989 AVENUE 52 • P. O. BOX 905 • COACHELLA, CALIFORNIA 92236
' TELEPHONE'(619) 347-2291
PROPOSAL NO. X99 LIC. NO. n2os2 CONTRACT NO.
PROPOSAL SUBMITTED TO: PHONE , 564_6111 DATE: 3/31/97
tJAME:.7.� PROJECT"
KSL DEVELOPMENT SEWER LATERALS
ADDRESS: LOCATION:
—.._.'.56=190_,PGA_BLVD._._—.. — -- ------------ ----JACK_..NI,CKLAUS.-'---------- - -- - -
CITY AND STATE: ARCHITECT/ENGINEER: - DATE OF PLANS:
LA-QUINTA.�_C-A- 92253__...---- ...... _.-----------AM.DS
ATTENTIO. -
fJ: PROJECT PLNS NO. AND TITLE
----- _.KIT`t...FINCHER--= -=--------------=----=T.RACT.._NO.-.2.5.499-.4---- - --
We hereby propose to furnish the necessary equipment, labor and materials required to perform the following work:
INSTALL NEW SEWER'LATERALS TO LOT NO.'S'19;20',22,23,25,31,15 & 32
QUANTITY DESCRIPTION-
8 EA .4" VCP LATERALS
2'EA OFFSET CLEANOUTS
XA-
TOTAL $26,.648.00
L 255 13 q 01 Oa
TEMPORARY ASPHALT PATCH
SEE ATTACHED STIPULATIONS2"r o�
TRAFFIC TO BE DETOURED DURING CONSTRUCTION
F Q
I
Buyer and seller ayree_Ihat'It58"general terrns and conditions on the reverse side, hereof are part of this agreement are are thoroughly understood
Notice: Additional Terms and Conditions on Reverse Side. Read Before Signing — Buyer to sign'both sides
ACCEPTED. FOR BUYER
By_ --.r " _ Submitted By. -- ----
Title Date y�� S ' `7 Approved By
v Title-__.-.. —. ----- Date--
3.091 When signed by the Buyer and approved by Managing officer of this Company, this will constitute a firm
tract belween both parties, hereto, for all labor and for all materials herein referred to, according to terms and
conditions. MANAGEMENT
t
249a r
DAILY CONSTRUCTION REPORT
DATE 2�
/( < DAY S W S.
PROJECT
JOB NO. -W LODI WEATHER
CLIENT TEMP.
CONTRACTOR �i �/ WIND
PROJECT MANAGER i�l P/�V i'l HUMIDITY
Gear Overcast
pSu
Ram Snow
T 32
3750
5070
7085 u
Sidl
Moder
N.gh
Repos N
Dry Oder
Rumtd
DISTRIBUTION: 1. Proi. Mgr. •
PAGE 1 OF -PAG ES
2. Field Office
3. File
4. Clients �E!�
BY TITLE 7 �
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit r
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)c
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
1, Subdivision Improvement Permit — Class I I I
DATE: -MY 5. 1997 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Two Anstels Ina located within Lake La Quinta
(Street address or Description of Location)
PURPOSE OF•CONSTRUCTION Provide Fire Protection to Sketch (attach construction plans if appropriate)
Wo Angels Inn
DESCRIPTION'OF CONSTRUCTION Install 1 — 61r fixe
hydrant &pprox. 180 feet south of Lake LA Quinta
Drive along Calvo Bay Dr. within Lake -La Quinta. 8EE ATTACHED CONDITIONS.
DIMENSION OF INSTALLATION; OR REMOVAL 8 X 40
SIZE OF. EXCAVATION, IF NEEDED See above.
APPROXIMATE TIME WHEN WORK WILL BEGIN- Mev 1,, 1997
APPROXIMATE TIME OF COMPLETION May 1997
ESTIMATED CONSTRUCTION COST S__ X0,000.
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
k
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.
.Comply with all, applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result
�of.�this work.
of Applicant or Agent
ySigriature
Coachella Vallev Water District P.O. SOX 1058 Coachella, CA 92236 •!7607 398-•2651
Name of Applicant (please print) Business Address Telephone No.
Same as above-`.' 50 �
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
s
Applicant's Insurance Company 'Policy Number
FEES: . Subdivision Improvement Permit - Class I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty _
Cash Deposit -Surety Bond
if required _
TOTAL
-0-
$ " 0
Receipt No.
Received by Date
a Recorded by
6.0'
PERMIT VALIDATION
PERMIT NO.
2601 t
DATE APPROVED
5/5/97
EXPIRATION DATE
6/27/9.7
DATE ISSUED
545/97
9ij
%, JI'A"W /
By r. -.V„ W r
,
/ � P Administrative Authority
Telephone: (619) 777-7075
The following General and Special Provisions are attached to and made a part, of Permit No. �C.0
GENERAL PROVISIONS
The following shall always. apply:
ENROACHMENT ON PRIVATE PROPERTY:, This -permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is, the responsibility of the permittee for his contractors to
secure permission from abutting property owners.' Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall. not be permitted to operate on
any paved surface unless fitted.with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to -
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalled; or broken during the term -of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of toad be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La.Quinta City Public' Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any..traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated- metal pipe, concrete pipe, steel culvert and •
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes,
necessary to remove or cut existing drainage structures, City.of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open'drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. • All paved surfaces shall be broomed clean. of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or. better. All excess material shall be' removed
prior to paving. Water tanker shall be used, as required, to sprinkle the'job site to keep'down`dust conditions and shall'-be,used
immediately after backfill.
DE -WATER OPERATIONS: If:de-watering operations are required and.pumps'are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this :water and .to provide off-street barricades when necessary.
CLOSING ,STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times<to provide limited
access for the adjoining property owners and emergency vehicles. In the event -it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
R NOTIFICATION:' Permittee shall notify the City at.(619)777-7075 at least 48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures), Prior to.making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing , •
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
H3 U'TH.ITY 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 inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top, of:the proposed concrete curb -shall be graded to a slope of
1/4 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 guttet Meet) shall be
removed. Curb` and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway, approach shall, be constructed in conformance with City of La Quinta Standard //207.
R8 DRIVEWAYS:- A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C., paving placed on ( ) of class aggregate base.
Driveway construction shall conform to attached drawing.
®R9 SIGHT CLEARANCE: Sight clearance of 600'feet in all directions shall be assured and maintained at all times.
R16 SOEL. STERILIZER: The area to, be surfaced shall ,be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
ti
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quints may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
JDcompletion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel. ti
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent'equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without' interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
„�►
. �pR2307
NOTE:®�S
With proper validation
this form constitutes an �s,C
encroachment permit 'CITY 'OF LA QUINTA
-APPLICATION FORPERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
�. 0
For the construction of public or” private curbs, drivewa s,� r'
Y pavements, sidewalks, parking lots,, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE 1997 Subdivision Improvement.Permit — Class I II
+• Minor Improvement Permit Class IV'
LOCATION,OF CONSTRUCTION TWO. Angels Inn located'within Lake" La Quinta
w
IStreet address or Description of Location)
PURPOSE OF CONSTRUCTION '� provide fire protection
to Two Angels Inn.Sketch (attach'construction plans if appropriate)'
DESCRIPTION OF CONSTRUCTION Install 1-6" fire, y an •.approk.-.
180 feet south of Lake La Quints Drive a ong eo y - cj�G .4�� r1 ccgel %¢ j
Drive within -Lake La. Quints
DIMENSION OF INSTALLATIONiOR REMOVAL' 8 X 40
Attac our sets of plat
_ 5 7-30-4 ; C.'VWD. "to Asa. 'tom . ani
SIZE OF EXCAVATION, IF NEEDED see above Y -maintain al er.and,water--lines r
a 1. y
APPROXIMATE TIME WHEN WORK WILL BEGIN' Mav' 1, 1997-
APPROXIMATE TIME OF COMPLETION'MaY 1997
ESTIMATED CONSTRUCTION COST $ 10,000.00 t
(Including removal of all obstruction, materials, and debris, backfilling, corn-. +# ,'
paction and placing permanent resurfacing and/or replacing improvements)
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.,'ranted,pursuant to this application.
Notify the Administrative Authority at least twenty- .four. (24) hours in} advance of .the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of;
La Quinta and to pey for any additional replacement necessary as the result of this work.
' Signature of Applicant or Agent Robert Ford
Coachella Valley Water District P.O. Box 1058'Coachella, Ca 92236 (760)398'2651'X532
Name of Applicant (please print) Business Address _ i Telephone No.
Same as above-
Name
bove Name of Contractor and Job' Foreman Business Address ' " Telephone No:
J
'Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number '
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule �' r
Inspection Fee $ PERMIT VALIDATION
t
Permit Fee
PERMIT NO.
Penalty � � .
Cash Deposit -Surety Bond DATE APPROVED
if required 1 t
EXPIRATION DATE
TOTAL: $ t
DATE ISSUED 1
Receipt No. .
P•eceived by Date Y
Administrative Authority
Recorded by f TELEPHONE: (619) 564-2246
T i s
p r
r
3
1
WATER
COACHELLA VALLEY WATER DISTRICT
C ROBERT FORD
DEVELOPMENT SERVICES TECHNICIAN
P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
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e T 0C
SPECIAL CONDITIONS --PERMIT NO. 2601
--- CVWD ---
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:'
2. Permittee shall be responsible for providing continuous dust -and erosion control.
3. Streets shall be kept clean.. They shall be completely cleaned 'at the end of each working day and more
frequently if,required.
4. Contractor shall comply with- the local noise ordinance. Operation and maintenance of equipment within .
one half mile of human occupancy shall be performed only during the following time periods:
October 1st to April. 30: Monday -Friday 7:00 a.m. to 5:30p:m:
:.Saturday 8:00 a.m. to 5:00p.m.
May 1st to September 30: Monday -Friday .6:00 a.m. to 7:00p.m.
Saturday 8:00 a.m. to 5:00p.m.
Work is prohibited on Sundays and all holidays• observed by the city. Work is allowed on Saturdays only
if special arrangements, including payment of overtime inspection fee, have been made two .(2) working,
days prior to the desired Saturday..
5. Permittee/contractor 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....
6.' Advance warning signs and traffic control shall be installed and maintained in accordance with -Cal Trans
Standards or the Work Area Traffic. Control Handbook (WATCH Manual). It shall •be' the permittee's
responsibility to detour and barricade this site.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface shall be maintained
with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800)422-4133.
9. 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.
Special Conditions - Permit No. 2601 Page 1 of 3
• -- 2601,
II
SPECIAL CONDITIONS -PERMIT NO.
continued
10. Backfill compactionwithin improved street rights-of-way shall conform with Section 306-1.3 of the
Standard Specifications For. Public Works Construction (SSPWC). All backfill soil shall be crushed
aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-
2.4 of the SSPWC. Native soil shall not be used as backfill material. Compaction -tests (one per'300
linear'feet of trench) shall be provided for areas of excavation large enough to accommodate compaction
equipment. For areas of excavation than that which would accommodate compaction equipment, controlled
density fill (CDF) or any equivalent sand slurry mixtureshall be used. As an. alternative CDF or its
equivalent may be used for all areas: of excavation eliminating the need for compaction tests. Material
tickets and compaction test results shall be ' submitted to the city.
1 L. All excavations at or near the travel way shall be backfilled and paved, at the end of every. workday as
directed by and to the satisfaction of the City Engineer for the protection of the traveling public.
12. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be replaced to its
original condition.
13. Access and egress to all local properties shall be maintained at all times.
14. Permanent pavement replacement. structural section shall be one inch greater than existing, or 4" minimum,
which ever is greater. A.C. mix design shall be approved by the city prior to placement. Permanent paving
-shall be.completed within 7 calendar days from completion of the work.
15. Permittee shall notify the City Engineering Department a minimum of 48 hours prior to.any work in the
street (i.e. paved areas) at (619). 777-7075 when the work involves lane closure(s) in a signalized
intersection or within 500.feet of a signalized intersection. Permittee may be required to submit a site-
specific'traffic control plan for review and approval prior to commencing work at or near a signalized
intersection.
16. Work hours at signalized intersections or within 500 feet of a signalized. intersection are typically from 9
A.M. - 3 P.M. to avoid peak traffic periods but may vary depending on the location of the intersection.
The permittee will be notified by the City, of specific work hours (if different) during the 48 hour notice
period.
17. All backfill shall be mechanically compacted in lifts of eight (8) inches or less. Jetting or flooding of
backfill material will not be allowed unless, otherwise specified by the City.
18. Contractor/permittee shall stabilize any. soil that was disturbed (shoulder areas Etc.) as a result of work
performed under this permit.
19. Trenches in.the street, section shall be permanently paved within seven days after completion.of the work -
unless otherwise approved by the City.
Special Conditions .Permit No. 2601 Page 2 of 3.
SPECIAL CONDITIONS ---PERMIT NO. 2601
continued .
20. Where trenching is performed in any P.C.C. or A.C. improved -area the trench shall be saw cut an
additional 1' on each side of the excavation area and a butt joint created. The edges shall be saw cut to
straight stable unyielding edges.. Feather joints are not acceptable.
21. This permit is only for work within the City Right -of-Way.
22. The city has designated by ordinance 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 .the . 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.
.23: A traffic control. plan shall be prepared in accordance with the .Work Area Traffic Control Handbook
(WATCH), and submitted to the Engineering Dept.. for review prior to starting any construction.
24: The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 2601 Page 3 of
May 13, 1997
i
4
78-495. CALLE TAMPICO. — LA QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619) 777-7101
Coachella Valley Water District
Attn: Robert Rodriguez
P.O. Box 1058
Coachella, CA 92236-
Re:
2236Re: City of La Quinta Encroachment Permit No. 2601
I
Dear Robert:
It has come to. my attention that two encroachment permits were issued recently that were both
numbered 260.1. In the future, to eliminate confusion and to differentiate between these two.
permits, the Permit No. 2600 that was issued to C.V.W.D. on May 5, 1997 will be referred to as
Permit No. 2601=A.
I have included a photocopy of the above mentioned permit for your reference. If you have any
questions on'concerns, please feel free to. call me at (760) 777-7075.
Sincerely,
/1 �. .
Jodianne Austin
Counter Technician
Engineering/Public Works Department
/j a
Attachment
MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253
F:\PWDEPT\STAFF\AUSTIl ACVWDMEM. WPD
REPORT OF''FIELD COMPACTION
i OUR REPORT NO.: I J L/ G - CUENT: �, • 1 •.
! DATE: .� / 1 PROJECT: GC� A_ / ►•
NUCLEAR GAUGE INFORMATION AND
DAILY STANDARD
CALIBRATION NUMBERS
VARIATION, PERCENT -1h
GAUGE ADJUSTMENT
% VARIATION FROM
CAUBRATION
COUNTS
FROM SHEETS
COMMENTS
_
-
LAST USE
i GAUGE TYPE: TROXLER/CAMPSELL
MOISTURE:
MOISTURE:
MOISTURE: -
?MOISTURE:
I
i
MODEL NO.: -
OENSTTY:..
DENSITY:.
DENSITY:
DENS":
'
y.
PROCTOR INFORMATION - - - -- _ -- ---
i SOIL 10 # r VISUAL CLASSIFICATION OF SOIL MAX. DRY DENSITY, PCF OPTIMUM MOISTURE. %
COMPACTION r�1I Com' MOISTURE GENERAL LOCATION:
REQUIREMENTS.%. ! J REQUIREMENTS, Apptm - whl17 Xi PI
TEST
NO.
READING
QUOTIENT[
PCF
SOIL
ID NO.
TEST
DEPTH, IN
ELEVATION
OF TEST
MOISTURE
••CONTENT,
%
WETFDRY
DENSITY,
PCF
PERCENT
COMPACTION
COMMENTS
6 OTHER
;J
p_
�- � P �o� • • z� ' ria; ��,�. .
/355
pP fo X
T7--
D-
:LAN:lvi�- i V �`"
I l l (lo V/,e
L•UMMtNI is 1 PILL MAI tPUAL
A-1t-1/-nl3ULIJ L.UMPLY WTT)I SPECIFICATIONS. ��-
• 2 BACKFILL
B -COMPACTION PERCENTAGE DOES NOT COMPLY WITH SPECIFICATIONS
] BASE COURSE
C RETEST OF PREVIOUS TEST
4 SUBBASE
D - MOLS"TURE W EXCESS OF SPECIFICATIONS
S SOIL CIEMENT
E- MOISTURE BELOW SPECIFICATXONS
6 OTHER