2941With proper validation
this form constitutes an .
encroachment permit
CITY OF- LA QUINTA
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 I
DATE:. April 13. 1999 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 'Rancho La Quinta Clubhouse. S.D.P. 98-633
(Street address or Description.of Location)
PURPOSE OF CONSTRUCTION Parking lot construction Sketch (attach construction plans if -appropriate)
DESCRIPTION OF CONSTRUCTION Base & Paving" See attached conditions.
See approved grading and paving plans
DIMENSION OF INSTALLATION OR REMOVAL See plans. by Watson & Christiansen. Engineering.
SIZE OF EXCAVATION, IF NEEDED See plans.
APPROXIMATE TIME WHEN WORK WILL BEGIN 4/1/99
APPROXIMATE TIME OF COMPLETION 5/1199
ESTIMATED CONSTRUCTION COST $ 70.778.30
(Including removal.of all obstruction, materials, and debris, backfilling, com-
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 fr&m.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 propee rty
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 off thh' ti` a when work will be started:
Comply with all applicable City Ordinances, the terms and conditions of h per itFi and all a�ppllii able rules a�aregg—u io.s of the.City of
La Quinta and to pay for any additional replacement necessary' as the resul�f tb!s`�work. , �'.
Signature of Applicant or Agent
T. D. Desert Development, P. 0. Box 1716, La Quinta,,.CA 92253 (760) 171-1941
Name of Applicant (please print) Business Address Telephone No.
.Granite Cdnetruction, 38000 Monroe Street,-Zndio, CA (760) 775-7500
Name of Contractor and Job Foreman Business Address Telephone No.
89 2501
Contractor's License No.. City Business License No.
National Union .Fire Insurance Co. 44 GL5440206RA
Applicant's Insurance Company Policy NumR6r
t.
FEES: Subdivision Improvement Permit —Class III
Public improvements:'3% of estimated construction costs �"?y
Private improvements: 3% of,estimated construction.costs f' t�
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
2,123.35
Permit Fee-
100.00-
:I36—natity Credit Due
(74.33)
:CashtDeposBt'Suret,y Bontl:
if required
TOTAL: $
2,149.02
Receipt No.
Received by
Date
1_PERMIT+VALIDATI0N
294i
'- I RM,I N►O. .
DATE APPROVED
.4/14/99
EXPIRATION DATE - 4/1.4/00
DATE ISSUED
rr
By
Administrative Authority
Recorded by II Telephone: (619) 777-7075
`NOTE`:
With proper validation 2 04 �+►"""�4
this form constitutes an CITY
encroachment permit. OF LA QUINTA
APPLICATION,, FOR -PERMIT
PUBLIC, WORKS CONSTRUCTION (ENCROACHMENT)
a y C�Ji OF,
j �.9tiS
v
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 APP.ROVED.SUBDIVISIONS
Subdivision Improvement Permit = Class III
DATE:_ Oft Minor. Improvement Permit Class IV
LOCATION OF CONSTRUCTION _ Rancho La Quinta `__aee 28 pt2
(Street address or Description of Location) S l 1 1 t
PURPOS O.F�ONSTJUgTION Sketch (attach construction plans if appropriate)
G
p �1 ct�n fl�.t 6,111-
DESCRIPTtO� O CONSTRUCTION. uo•
S G(L�tl SEE -ATTACHED CONDITIONS.
DIMENSION OF INSTALLATION OR*REMOVAL _See plans.
SEE APPROVED STREET IMPROVEMENT
PLANS*PREPARED B ' WATSON _ S
SIZE OF EXCAVATION, IF NEEDED --_ -See plans, • ''CHRISTIANSEN ENGINEERING.
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION .571
ESTIMATED CONSTRUCTION COST $ _$ `d s0 ga775
(Including removal of all obstruction, materials,'.and debris, backfilling, com-
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 actiom 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. '.
Signature of Applicant o ent
T.D. Desert Development` P.O. Box 1716 La Quinta, CA (760) 771 1941
Name of Applicant (please print) Business Address Telephone No.
ConA�ttc (a�5zavc-t�a.t 3td-000 A.(o�t�ee �dreef77c--7C
na -be—Q+4-4". CA 64 6, t
Name of Contractor and.Job. Foreman Business Address - Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number `
FEES: Subdivision Improvement Permit.— Class 111.
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs;
Minor Improvement Permit -Class IV: See attached schedule
,Inspection Fee $ ti PERMIT VALIDATION,
Permit Fee 100.00 Y* PERMIT NO. .1 Z�t+
Credit Due: C7•33�. L�
DATE APPROVED '
EXPIRATION DATE (�
r L
ATTACHMENT A
131D PROPOSAL FOR
RANCHO LA QUINTA
AGGREGATE BASE AND PAVING
AT GOLF CLUBHOUSE PARKING LOT
RANCHO LA QUINTA COUNTRY CLUB
FEBRUARY 23. 1999
ITEM #1 T' ASPHALTIC CONCRETE, 58,015 SF @ $0.650 $37,709.75
ITEM #2 4.5" AGG. BASE 58,015 SF. 0.420 24,3616.30
ITEM #3 WEEDKILLER 58,015 SF. @ 0.010 580-15
-ITEM #4 SUBGRADE FROM +/- 0.10' 58,015 SF; @ .0.140 8,122.10
TOTAL BID: $70,778.30
STIPULATIONS AND CONDITIONS: "
1. OUR BID EXCLUDES
ENGINEERING, INSPECTIONS, SURVEYING, PERMIT FEES - SOIL TESTING - CONSTRUCTION
WATER COSTS,- UTILITY INSTALLATION, .RELOCATION, REMOVAL,, ADJUSTMENTS,
- -
OR ALTERATIONS - SURETY BOND - SIGNAGE & STRIPING - MANHOLE & VALVE ADJUSTMENTS -
SEAL COAT - SAWCUT'- HEADERS - PAVEMENT REMOVAL.
2. FINAL BILLING WILL BE BASED UPON MEASUREMENT OF ACTUAL WORK PERFORMED
AT UNIT PRICES HEREIN STATED..
3. INCREASES IN MATERIAL AND LABOR"COSTS BEYOND JUNE 30, 1999, SHALL BE PASSED
ON TO OWNER.
4. ONE (1) MOVE ONLY.
�5. / ROUGH GRADING TO +%- 0.1' SHALL BE PERFORMED UNDER GRANITE'S CURRENT
LABOR AND EQUIPMENT RENTAL'RATES.
!. , " •1Z
The following General, and Special Provisions are attached to and made a part of Permit No. Zgi 4J
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY; This permit authorizes work to be accomplished within City of La Quints 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 with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment,only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one'coat:of two inches (2") of A.C:
surfacing plus appropriate seal cost as specified above. _
PROTECTION OF TRAFFIC:' All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours' in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel, culvert and
concrete structures encountered' during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work,
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials• immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or, better. All excess material shall be removed
prior to.paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor), to control this water and to provide off-street barricades when necessary..
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
following shall apply when indicated:
�The
(IRlJ
NOTI(FICATION:, Permittee shall notify the City at (619)777-707S at least 48 hours in advanceof 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.
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 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. "
R5
PARKWAY GRADING: Area between the property line and top of the proposed concrete.curti shall be graded to a slope of y
1/4 inch to one foot (1').
GRADE CHECKING: City of La Quinta shall check grades'upon receipt of plan and profile and/or grades as established by `
a licensed engineer.
R7
CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #2O7..
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 confoim to attached drawing.
®
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions -shall beassured and maintainedat all times.
SOH: STERILIZER: The area to be surfaced shall be treated with soil'sterilizer. Rate of application shall commply with the
1\V
manufacturer's specifications.
V a
lZI COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
lily/ SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
l 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
upon completion or replacement of all survey monuments for proper project clearance.
13 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 LUffr OF EXCAVATIONS: Excavations 'shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to Its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (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.
Rl 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.
t9)
COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or serviceline.
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.
R23 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.
SPECIAL CONDITIONS -=PERMIT NO.2941
--- T.D. Desert Development ---
In addition to the standard permit conditions, the following. shall apply:
1. Pursuant to Section 14.16:320 of the La Quinta, Municipal `Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and.as directed by and to the satisfaction of the City Engineer.
2., T.D. Desert Development, hereinafter referred to as " 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. Pursuant to Section 6.08.050,of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the .. Permittee shall comply, with City regulated work hours. Operation and,
maintenance of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
1.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: ` Monday -Friday 6:00 a.m to;7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.in.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed -within 500,feet of a major and/or signalized.intersectiori is restricted between the
hours of 9 a.m. - 3 p.m. Traffic control shall be set up after'9 a.m..and removed before 3 p.m. The
Permittee shall contact the Riverside Country Traffic Signal Maintenance Department at (909),275-
6894 if signal operation at the,intersection is to be altered:in anyway.
r
6. Pursuant to Section 14.16.110 of the La Quint' Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private
street and for any damage to, other City streets or facilities as a result of work performed under this
permit.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal.Code (Ordinance 10 § 1 (part), 1982),
advance•waming signs and traffic. control shall.be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the
City for review and approval one (1) week prior to starting any construction: It shall be the.
Permittee's responsibility to appropriately detour and: barricade all construction sites.
Special Conditions : Permit No. 2941
Page 1: of 3
r
8
9.
13.
14
15
SPECIAL; CONDITIONS --PERMIT NO.2941
--- T.D. Desert Development ---
Pursuant to Section 14.1.6.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
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 line's, electrical conduits; and storm drain facilities:
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.'
Pursuant to Section ,14.16.370 of the La Quinta Municipal Code (Ordinance 10. § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 3064.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department.
All excavations within City of La Quinta right-of-way shall,be backfilled, and temporarily paved if
within the existing travel way, at the end of every Workday, as,,directed by and to the. satisfaction of
the City Engineer. for the protection of the public. Lengths of open trench shall not greatly exceed
that. which can not be backfilled in the same day. Excavated trenches shall not be allowed open
overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty,(20) feet
in length, open:ovemight at a point where construction. will begin the next day_ , provided'that this
length of trench is completely covered by steel plating.
All landscaping, irrigation,, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original. condition.
Access and egress to all local properties shall be maintained at all times.
Pursuant to Section 14.16.375.of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven '(7) days after the
completion of the work. Permanent pavement shall be replaced as required by the Public Works
Department.
16. Termittee. shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas; etc.) as a result .of work
performed under this permit with an approved dust control treatment and provide.continuous dust
control measures as indicated in the Fugitive Dust Control Plan,, if applicable.
,Special Conditions - Permit No. 2941 Page 2 of 3
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.'❑.'SHOP DRAWINGS ❑'PRINTS : "` ❑,PLANS -`., :. Q SAMPLES -�
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❑- COPY OF LETTER" - ❑ CONTRACT, ` SUBCONTRACT_ a ' ❑ INVOICE(S),
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IF ENCLOSURES ARE NOT AS NOTED,;KINOLY NOTIFY US AT ONCE:
38-000 Monroe St.:. '
GRRnffE LETTER OF TRANSMITTAL
coRsmuCriOR . _ Tel: (61. ) 775 7506:
DATE -C JOB NO. ?.,Z5= 191 -O�3
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WE ARE SENDING YOU.' ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA: THE FOLLOWING ITEMS:' ,
4 ❑ SHOP DRAWINGS ❑ -PRINTS ❑ PLANS " ❑ SAMPLES ❑ SPECIFICATIONS
El COPY OF LETTER. ❑ CONTRACT. ' ❑ SUBCONTRACT ❑ INVOICE(S)'
SUBMITTALS , ❑-PAYROLL DOCS " .❑• CERTIFICATE(S) OF INSURANCE'.
CHANGE ORDER NO. ❑ i
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APPROVED: AS SUBMITTED
: -. ❑ RESUBMIT - COPIES. FOR APPROVAL
❑ FOR YOUR USE
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APPROVED AS -NOTED
•❑ SUBMIT,- COPIES FOR DISTRIBUTION
❑ " AS REQUESTED _
❑
RETURNED FOR CORRECTIONS
❑,RETURN ' . CORRECTED PRINTS .
: :-FOR REVIEW.AND COMMENT
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❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:., ..
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SIGNED:,
,.:. -IF ENCLOSURES ARE NOT AS NOTED;
KINDLY NOTIFY US AT ONCE.
- ':
T. D. Desert Development
P. O. Box 1716
La Quinta, California 92253
-Attention:
Project: Rancho La Quinta
Club House Parking Lot
La Quinta, California
Subject: Crushed Aggregate Base PRODUCT CODE: T23SASB2
Caltrans SS-l. Section '26"or SSPWC 200-2.2
We intend to provide crushed aggregate base that conforms to the following criteria:
Size Sample Sample Sample Sample Total Caltrans SSPWC
#1 #2 #3 #4. O. R. 1200-2.21
1.5" 100 100.*100 100 100 100
1.0" 100 100 100' 100: • 100 100
3/4" 95 96 95' 95 95 90-100 90-100
1 /2 74 74 77 ' . 75 75
3/8" 62. 60 63 61 62 50-80
No. 4 51 48 52 50 50 35-60' 35-55 `
No.8 35 33 35 37 35
No.16 28 28 31 29 29
No. 30 23 - 21. 24 22 23 10730. 10730.
No. 50 17 13 14 14 15
No. 100 11 9 9 9 10
No.200 6 4 5 5 5 2-9 2-9
PLANT LOCATION: Indio, Ca
AGGREGATE SOURCE: Indio,•Ca. (91-33-0030)
SAND EQUIVALENT: 54
DURABILITY INDEX: 42
R— VALUE: 84
MAMUM DENSITY: 136.8 LBS/FT3
XI
If there are any questions regarding -this mix design, please contact the undersigned.
Respectfully Submitted,
GRANITE CONSTRUCTION -CO
R. Layn c ins.
Quality Control Manager
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 760/775-8227
GRRnITE
ConsmucTIon
April 14, 1999 Compnns 5E 1922
T. D. Desert Development '
P. O. Box 1716
La Quinta, California 92253
Attention:
Project: Rancho La Quinta
Club House Parking Lot
La Quinta, California
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal .
12.5 min (1/2") Max Medium, PRODUCT CODE: T13A44MM
We intend to provide 12.5 mm (1/2") asphalt concrete that conforms to the following criteria:
Sieve - X Val. Caltrans
Size 3/4" 1/2" 3/8" Sand #1 Sand #2 Total (L of PG) Spec
Used' 0 14 25 61 ' 0 ,100 O. R.
1.541 100 100 100 100 100
1.0" 100 100 100 ' 100 100-
3/4" 100 100 100 100 100
1 /2"' 65 100 100 95 95-100
3/8" 18 100 100 = 89 80-95
No.4 4 17 95 63 63(59-66) 58-68
No. 8 2 ' 4 78 49 49(43-49) 44-54
No.16 2 58 36
No.30 1 44 27 27(22-27) 22-32
No.50 28 17
No. 100 15 9
No. 200 9 15 3-8
PERCENT OIL: 5.5%
TYPE OF OIL: , AR 4000
.PLANT LOCATION:, , . Indio, Ca
AGGREGATE SOURCE:; ' s ' ; Indio, Ca. (91-33-0030)
SAND EQUIVALENT:- 55
STABILITY: _ 40
AIR VOIDS:. r 4.0
rJ ' ^�''
MAXIMUM DENSITY: _ s . +, ' a W.1 Ibs/ft3
'If there are any questions regarding this mix design, please contact the undersigned.'
Respectfully Submitted, .
GRA E CONSTRUCTION CO
R ayne chins
Quality Control Manager"
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 760/775-8221
GRRniTE
conmucnon
April 14, 1999 icompwy 51922E
T. D. Desert Development
P., O. Box .1716
La Quinta, California 92253
Attention:
Project: Rancho La Quinta
Club House:Parking Lot
LaQuinta, California _
Subject: Caltrans Section 39, Asphalt Conciete Mix Design Submittal
19.0 mm (3/4") Max Medium, Type A PRODUCT CODE: T13A46MM
We intend to provide 19 mm (3/4") asphalt concrete that conforms to the following criteria:
Sieve X Val Caltrans
Size.- 3/4" . 1/2 3/8"'.Sand #1 Sand #2Totah`> .(L of PG) Spec
% Used 11 25. 16 48 " , 0 ~ 1 W, O: R.
1.61 100 100 100 100 100: 100-
1.01'r 100 100 100 100 10V 100
3/4 '85., r 100 100 100 . 98 • . 95-100
1/2" 35' 'k J100 100 88
3/8" 5 30 100 100 72: 65-80
No. 4 2 4 20 96 51 51(49-54) 46-56
No. 8 2 7 78 - 39 39(36-40)
No. 16 2 58 28,
No. 30 1 44 21 21(18-21) 16-26
No..50: 28 13
No. 1W 15 7-:
No. 200 9 .4 3-8
PERCENT OIL: 5.0 %
TYPE OF OIL: AR 4000
PLANT LOCATION: Indio, Ca
AGGREGATE SOURCE: Indio, Ca. (91-33-0030)
SAND EQUIVALENT: 55
STABILITY: 47
AIR VOIDS: 4.1%
MAXIMUM DENSITY: 746.91bs/ft3
If there are any, questions regarding this'mix design, please contact the undersigned.. -
Respectfully Submitted,
GRANITE CONSTRUCTION CO
R. Layne chins '
Quality Control Manager
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 7601775-8227
GRRnITE
-
_
ConmuCTIon
April 14, 1999
Eo111PRny SINCE
"
1922
T.,D. Desert Development
P. O: Box 1716
_ La Quinta; California 92253
# Attention:
" Project: Rancho La Quinta
_
Club House Parking Lot
La Quinta, California
-
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal
' 123 mm (1/2") Max Medium,PRODUCT CODE: T13A44MM
We intend to provide 12.5 mm:(1/2") asphalt
concrete that conforms
to the following criteria:
Caltrans
Sieve
X Val
Size 3/4" - 1/2" 3/8"
Sand #1 Sand #2
Total (L of PG)
Spec
% Used 0 14 25 •
61 0
100
O. R.
1.51' 100 100
•100
100
100 -
1.0" 100 100
100
100
100
3/4". 100 • -' 100
100
100
100
1 /2" 65 100
100
95
95-100
3/8" 18 100
100 '
89
80-95
No. 4 . 4 •17
95
63
63(59-66)
58-68
No. 8 ' 2 ' 4
- 78
49
49(43-49)
44-54
No.16 2
58
36
No.30 1
44
27
27(22-27)
22-32
No. 50
28 ..
17 -
No. 100
15
9
No.200
- 9
5
3-8
PERCENT OIL:
5.5%
TYPE OF OIL:
AR 4000
PLANT LOCATION:
Indio, Ca
AGGREGATE SOURCE:
Indio, Ca. (91-33=0030)
SAND EQUIVALENT:
55
STABILITY:.
40
AIR VOIDS:
4.0
MAXIMUM DENSITY:
"l45.1 lbs/ft3
If there are any questions`regarding this mix design, please contact the undersigned.
Respectfully Submitted,
- GRA E CONSTRUCTI NCO
?ayvnqe-chins
R- -
Quality Control Manager '
Southern California Region
_
38000 Monroe St.
r
Indio, CA 92203
Phone 7.60f775-7500
FAX 760/775-8227
r . GRRn1"
ronmumon
April 14, 1999 COmpRny 51922E
T. D. Desert Development
P. O. Box 1716
La Quinta, California 92253 a .
Attention:
Project: Rancho La Quinta
Club House Parking Lot
La Quinta, California .
Subject: Caltrans Section 39, Asphalt.Concret'Mix Design Submittal
19.0 mm'(3/4") Max Medium, Type A 'PRODUCT CODE: T13A46MM ,
We intend to provide 19 rrim (3/4")-asphalt concrete that conforms to the following criteria:
Sieve X Val Caltrans
Size 3/4" 1/2" 3/8" Sand #1 Sand #2 Total (L, of PG) Spec
% Used 11 . 25 16 48 0 100 O. R.
1.5" 1100 100, 100 100 100 100
1.0" .100 100- 100 100 100 100
' 3%4" 85 100 100, .100 98 95-100
1 /2" 35 82 100 100 88 .
3/8" 5 30 100 '100 72 65-80
No. 4., 2 4 20 ` 96 51 51(49-54) 46-56'
No.8 2 7 - 78 • 39 39(3&40) 3444 +
No. 16 2 58 28
No. 30 - 1 44 21 21(18-21). 1.6-26
No. 50 28 13
No. 100, 15 7
No. 200' 9 q . 3-8
' PERCENT OIL: 5.0 % 4
TYPE OF OIL:. _ _ -AR 4000 '
PLANT LOCATION: ; Indio, Ca
AGGREGATE SOURCE: Indio, Ca. (91-33-0030)
SAND EQUIVALENT: 55
STABILITY: r' 47 ,
AIR VOIDS: 4.1%
MAXIMUM DENSITY: 146.9 lbs/ft
If there are any questions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANITE CONSTRUCTION CO '
Fyyn
chins .
Quality Control Manager _
Southern California Region
38000 Monroe St.
Indio, CA 92203'
' Phone 7601775-7500
FAX 7601775-8227
GRRniTE
(mmucTion
Y April 14, 1999 ; CompAnu IIN ,
' T. D. Desert Development T
P.O. Box 1716
La Quinta, California 92253
Attention: .
Project: Rancho La Quinta x „
Club House Parking Lot
La Quinta, California
Subject: • Crushed Aggregate Base. PRODUCT CODE: T23SASB2
Caltrans SS-1 Section 26 or SSPWC 200-2.2 '
We intend.to provide crushed aggregate base that conforms to the following criteria:
Size Sample Sample, Sample Sample Total. Caltrans SSPWC
#1 #2 #3 #4. • O: R. 200-2.2
1.5" 100 100 100 100 100 100
1.01, 100 .100 ,100 S, 100 '100 100
3/4" 95 96 95 95 95 90-100 90-100
1/2" 74- 74 77 75' ' 75
3/8" .62 60 -63 161 62 50-80
No. 4 51 48 ,52' 50 50 ' , 35-60 35-55
No: 8 35'., 33 35 '37 35
No..16 ' 28 28 31 29 29 "
No.30 23 21. 24 22 23 10-30 10-30
No.50, 17 13, 14 14 15 7
No. 100 11 9 9 9. 10
No. 200; 6 4 5 '5 ' 5 2-9- - 2-9
PLANT LOCATION: Indio, Ca -
AGGREGATE SOURCE: Indio, Ca. (91-33-0030)
SAND EQUIVALENT: .y 54
DURABILITY INDEX: 42
R — VALUE:84
MAXIMUM DENSITY: 136.8 LBS/FT3
If there are any questions regarding this mix design; please contact the undersigned. -
Respectfully Submitted,
GRANITE CONSTRUCTION CO
' R Layn c Ins '
. r • i
Quality Control Manager �' +
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 760f775-8227
y GRAniTE ,
conmumon
April 14, 1999 IEOmpRn!j 51922E
T. D. Desert Development
P. O. Box 1716
La Quinta, California 92253 -
Attention:
,
Project: Rancho La Quinta '
Club House Parking Lot
La Quinta, California
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal
12.5 mm (1/2") Max -Medium, PRODUCT CODE: T13A44MM
We intend to provide 12'5 mm'(1/2") asphalt concrete that conforms to the following criteria:
Sieve X Val Caltrans
Size 3/4" 1/2" 3/8" Sand #1 Sand #2 Total .�(L bf PG) 'Spec
r % Used .0 14 25 61 0 100 . , O. R.
1.511 100 100 100 100 100
100 100 100 100 100
3/4" .100 100 1.100 100 100
1 /2 65 100 100 95 95-100
3/8-1 18 - 100 . 100 89 80-95
No. 4 4, 17, 95 63 63(59-66) 58-68
.,',No. 8 "2 ` 4 i 78 49 • 49(43-49) 44-54
No.16 2 58 36
No. 30 ' 1 44 27 - 27(22-27) 22-32
No. 50 28 17
.No. 100 K 15 19
No. 200 • g 5
PERCENT OIL: 5.5%
TYPE OF OIL: AR 4000
PLANT LOCATION: ;• Indio, Ca
r - AGGREGATE'SOURCE: Indio, Ca. (91-33-0030)
SAND EQUIVALENT: 55 '
STABILITY: ' 40
s AIR VOIDS: ' • 4.0 `
MAXIMUM DENSITY: ` '. 145.1 lbs/ft3
If there are any questions regarding this mix design, please contact the undersigned.:` ,
Respectfully .Submitted, ,
GRA E CONSTRUCTION CO
R ayne'Richins '
. Quality Control Manager
• Southern California Region
38000 Monroe St.
• y Indio, CA 92203
Phone 760f775-7500
FAX 760f775-8227
i
[ GRAni"m
conmumon .
April 14; 1999 company 5E
1922
T. D.= Desert Development ,
P. O. Box 1716
La Quinta, California 92253
Attention:
Project: 4 Rancho La Quinta a
Club House Parking Lot
La Quinta, California
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal
19.0'mm (3/4") Max.Medium, Type A PRODUCT CODE: T13A46MM '
4 We intend to provide 19 mm (3/4") asphalt concrete that conforms to the following criteria:
Sieve X Val Caltrans A
Size 3/411 1/2" 3/8" Sand #1 Sand #2 . Total (L of PG) Spec
% Used 11 25 16' 48 : 0 -.100 O. R.
1.5" 100 -100 . 100 100' 100 100
1.0" 100 100 • 100 100 -100 100 '
3/4" 85 100 100 100 98 95-100
1 /2" 35, 82 100 100' 88 ,
3/8" 5 30 100- 160 72 65-80
No. 4 2 4 26 96 51 51(49-54) . 46-56 '
No.8 2 7 78 39 39(36-40) 34-44
No. 16 2 58 28
No. 30 1 44 21. 21(18-21) 16-26
No. 50 28 13
No. 100 -15 7' ,
r No.200 9 4 3
PERCENT OIL:
TYPE OF OIL: AR 4000
PLANT LOCATION'- - Indio, Ca
AGGREGATE SOURCE: Indio, Ca: (91-33-0030)
Y SAND EQUIVALENT: 55
STABILITY: 47
AIR VOIDS: ' 4.1%
MAXIMUM DENSITY: 146.91bs/ft3 `
If there'are any questions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANITE CONSTRUCTION CO
?Layne
chins
Quality Control Manager
a, , • Southern California Region '
38000 Monroe St.
Indio, CA 92203
= Phorie 760075-7500
FAX 760l775-8227
NOTE:
With proper validation
this form constitutes an
CITY OF LA QU|NTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
—
For the construction of public or private ou,bo, driveways, pavements, sidewalks, parking lots, ,mwen, water main,
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class ||| --_--___--
DATE: K8ino, Improvement Permit Class |V
LOCATION OF CONSTRUCTION L
(Street address mDescription mLocation)
PURPOSE OF CONSTRUCTION LL"L L ( LILL, Sketch (attach construction plans if appropriate)
DESCRIPTION OFCONSTRUCTION
DIMENSION OFINSTALLATION ORREMOVAL
S!�� 8D����',���
SIZE OFEXCAVATION, |FNEEDED '
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OFCOMPLETION
ESTIMATED CONSTRUCTION COST $
(including removal of all obstruction, mute,io|o' and debris, bookfiUing'com-
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 oxv, its uumvnzmi agents, officers, representatives and employees, harmless from and against any and yx
penalties, |iamxno, or loss remmon from nm/ns o, court action and arising out of any mzmenu' |ma or damage to nonmns o, property
happening o, vomumno as u nn*mam result of any work undertaken under the nennx granted pursuant to this application.
m't/+v the Administrative Aumvnm at least twenty-four (o*) hours in advance of the time when wma, will be started.
comn|v with all unnooumo o/tv nnumxnme' the m,mo and conditions of the permit and all onpxoah/o rules and regulations v/the City of
La ou/nm and ,o pay for any auumo"o/ replacement necessary as the mm/t of this work. '
Signature ofApplicant mAgent
Name of Applicant <n|oam, print)
Business Address
Telephone No.
V``
Name of Contractor and Job Foreman
Business Address
Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit Class U|
Public improvements: 3&nfestimated construction costs
Private improvements: 3% of estimated construction costs
KAino, Improvement Permit —Class |V: See attached schedule
Inspection Foe $
�JF)"G'�
�»
Permit Fee
���"��
Receipt No.
Received by Date U
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED '
EXPIRATION DATE
DATE ISSUED
By
Daily Inspection Report No.
Contractor
Supt. on Job
Weather
Temperature 7 ' If °F Max -53� /° °F Min
Work Hours 7�to ��� �' Memos Issued
Photos
Special Conditions, Delays, Changes
Accidents Damage.
Sampling; Testing
City of La Quin
Sheet l of i
Date --
Project
Visitors to Site
Work Report (Work done, Personnel/Equipment working)C�
By
i� :., a ,.
w
U
O
Q
w
•
•
Daily Inspection Repoft No. City of La Quin
Contractor >
Supt. on Job
Weather
Temperature °F Max 09 °F Min
Work Hours 7 — to J' Memos Issued
Photos
Special.Conditions, Delays, Changes
Accidents Damage '
Sampling, Testing .
Visitors to Site
Sheet of
Date c4a"^G
Project � �• -Lf1 ' ~�'•
Work Report (Work done, Personnel/Equipment working)
w
U
Q
w
7-2
w
V
O
Q
w
p
Earth Systems Consultants
11/ Southwest
79-811 B Country Club Drive
Bermuda Dunes, CA 92201 • (760) 345-1588
Client Name _
Client Address -
Client Phone
DATE
1+c(
JOB NO.
PROJECT
f.Wirlaig t
Q 1A i h�1 C
LOCATION
L. C. A) .
CONTRACTOR
G a i
OWNER
o c-�-c cks a
WEATHER
TEMP Oat AM
Oat PM
PRESENT AT SITE
l
FIELD TESTING
REFERENCE CURVE
MOISTURE
CONTENT
DRY
DENSITY
MAXIMUM
DRY
MAXIMUM
DRY
OPTIMUM
MOISTURE
TEST
NUMBER
(A LA 5' �-
LOT
NUMBER
ELEVATION
C.Lf t V1 O� rA e
%
Ibs/cu. ft.
DENSITY
%
DENSITY
Ibs/cu. ft.
CONTENT
%
J
Iloz
-"
- / 1butk a
11
10 .d
i
-7
9.45
l:J
14-
Ib6,
�
lo��
�(o
REMARKS: _
a
° o---a• C
�.,173 k d ie , 5 k h to q &ley-,i3 cr hr iV i bel ,e) Le r.
FIELD REPORT
CLIENT REPRESENTATIVE SIGNATURE
BD-FS-001 (10/98)
TECH ICIANS SIGNATURE
R 1697
GTE PS ACCESS DESIGN 4 7607711841
\fyv
April 8, 1999
N0.806 P002/002
296 North Sunrise Way
Palm Springs, CA 92262-5295
Mr. Marcus Fuller
City of La Quinta
P.O. Bo.x 1504
78-995 Calle Tampico
La Quinta, CA 92253 7 t. 1'1
Dear Mr. Fuller:
Subject; DISTRIBUTION FACILITIES PLACED
Per your request, GTE California (hereinafter called GTE)
has placed distribution facilities for Rancho La Quinta on
streets Cascadias Cir.�e, r, Moonstone Dr. and
Moon u;illpv t in Tract 28912 in the city of La Quinta.
It was placed underground and was accepted by GTE.
If there is any additional information needed please'feel
free to contact me. Thank you.
Manuel G. Montes
Engineer - N.etwork Engineering
760/869-171"5
MGM;lmf
c: Sparks.Construction
A part of GTE Corporation
nor 09 99 08:29a 1004584 (7G0) 398-5875 p.2
r
'4
Scheduled Date: M T w &F
MWERIAL IRRIGATION DISTRICT
' 814M Avemte 58 P-0. Box 1090 LA Quinta, CA 92253
Phone: (760) 398-5872 or' (760) 398-SM
Fa= (760)399-5875 or (760)391-5999
INSPECTION REPORT OF UNDERGROUND/OVERHEAD ELECTRICAL FACRXIUS
An inspection/ meeting/transformer installation/ sweep/ mandrel of underground/ of electrical
facilities was performed by Imperial Irrigation District as requested by:
Contact Person: < r t iy�3 phi; Pager.
Company: 7 er a.T Fax: 22 Job Copy Attached`
WORK ORDER NO. JrO 3 CSP NO. 3 7 8 ! Estimator
JOB SITE:
SPECIAL INSTRUCTIONS: Pv ems- s , ' C ,',v S 7";4 L e
All underground/overhead facilities mentioned above:
e Been Installed _ onal
re Complete VE PASSED INSPECTION
�kffave Been Approved Pending Installation of Paul
HAVE NOT PASSED INSPECTION due to the following deficiencies:
• If you have questions or need to schedule a re -inspection after deficiencies have been corrected,
please contact Bobby (Construction) at (760)398-5872 or Carlos (Engineering) at (760)398-5828.
• For information about work order scheduling, please contact the Work Order Control
Coordinator (Susan) at (760) 398-5960.
ROBE T MARRUJO, Vdwer Inspector / Date CARLOS LEGASPI. Power Inspector / Date
O MTO CO S MER
As a reminder, it it the responsibility of the Owners , s (% Developer ) a Contractor to supply
( upp y and maintain all
necessary safeguards and to ensure a safe working environmart during and after the constracdon and/or
installarion of the undergrou nd peow system It is the Imperial Irrigation Di%Wd's (District's) polity to occupy
and energize only those portions of the system for which a. written service request has been made and all fine
extension charges and conned feu have been paid
Further, only those portions of the system which are actruall
from the Owner's or lrcmu's r y occupied and energized by the District wiQ be
re4ased
ApF espon�sibilit}c The Owners) or Devrloper(s) shall condnnt to be
responsible for the maintenance, repairs, safety, corrections and MeflabiLn, for the balance of the unoccupied
and uneneMized portions of the power, system, until such time that the District takes possession
r
COACHELLA VALLEY WATER DISTRICT
TRACT INSPECTION REPORT
OW I, l
File No.
W.O. No. Q _ • - a
Insp No.
Progress 4ZFinal
Date 3 'R 19-V
Domestic Water and/or
System for
Tract No./Project
Sanitation
•P,_ of n m of r
ge2.w _ ..A / i
'A '..,
41 / Aft A _
Date of inspection 3 — r .19", CVWD Drawing No. O
Type of inspection. Meters Z Activated Final Other
Tested? Yes ZNO Approved? Yes ZNo' _. (If no, see remarks below.)
Disinfected? Yes ZNo Approved? Yes No _. (If no, see remarks
Project has security gates?- Yes ZNo —.Number _ Manned Zca-rd
Project has district well site? Yes _ No Number of well sites
Block wall complete around district well site? Yes _ No _
As -built completed? Yes ZNo _ (If no, see remarks below.)
Abandonments required by Operations? Yes _ No
Corrections or additions to be made? Yes No _ (If yes, see CVWD-131,
attached.))
Remarks:
i_4 9*S TO� C�`.�(�/�tIE 0 ge h4�-f L)�.T-��
L,
Inspected by:
Distribution:
Original - File
Copy - Technical Services
Copy - Chief Draftsman
es -Fog- (2) w
Approved by:
Senior Inspector
CVWD-182B
(Rev. 8/95)
07 Apr 99 11:21AM;Job 917;Page 2/2
Oa. Cor""
75095 mayfaI
Patin (am",
922II
THIS IS TO NOTIFY ALL CONCERNED,GAS
INSTALLATION' N-AS BEEN COWLETED IN THE ABOVE
NAMED TRACT.
04/11/99 21:24 FAX 760 340 9764
•> i
o
MediaoneM
This is Broadband. This is the way.
MedlaOne-Palmlles Q1003
April 12, 1999
City of La Quinta
Marcus Fuller
78-495 Ca11e Targpico ;
La Quinta, CA, 92253
RE: RANCHO LA QUINTA CLUBHOUSE
'IRACT,27835
Dear Mr: Fuller,'
According to trench plans presented to MediaOne by the developer all necessary street
work for CATV on Tract 27835 of Rancho La Quinta Clubhouse completed and may be
paved.
If you have any- questions, please contact me at our office Monday through Friday, 8:00
a.m. - 4:00 p.m., at (760) 340-1312 •ext. 335. -
Sincerely,
Ray Carrillo
Project Engineer .
.Y
RC: rmw
cc: Chris King, Sparks Construction
l
41725 Cook 5treet
Palm pe5ert, CA 9221 1
tel 760-340-1312
fax / 760.340-9764