1241•�vwtm
.
/ -_ h � � . • YJµ
tiF—------r—_'------------------------ --- -------______--____
NOTE:
With'proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit "
' APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)c�
OF TR$
• r
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 I I %�I +
DATE: 10/3/91 Minor Improvement Permit Class.IV
' LOCATION OF CONSTRUCTION Intersection of 54th Avenue and Monroe Street, -La Quints - s�
Tract 26769. 1
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To protide domestic water Sketch (attach construction plans if appropriate)
service to tract.
DESCRIPTION OF -CONSTRUCTION Install 1 - 18" stubout
connection. "' As shown on District drawings
18344/18345.
DIMENSION OF INSTALLATION OR REMOVALS 1 C.V.W.D. to operate and maintain
,..,-.�... all water lines. r
SIZE OF EXCAVATION, IF NEEDED 6 x 6 1,
TPPROXIM'ATE TIME WHEN WORK WILL BEGIN October 1991 1
APPROXIMATE TIME OF COMPLETION60 days - 12/91
ESTIMATED CONSTRUCTION COST $ 16.000
(Including removal -of all, obstruction,_ materials, and debris, backfilling, com -
action and lacin su
p p g permanent resurfac+ng'and/or replacing improvements)
r
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.
f
Signakure of Applicant or Age t
C:V.+ Water -District 'P.O. Box 105V1.Coache11:a-; CA 92236 (619) 398-2651.
Name of Applicant (please print) f;�'. Business Address Telephone No. -
C.V.W.D..
Name of Contractor and Job Foreman Business Address' Telephone No. r
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III.
• Pubiic improvements: •3% of estimated construction costs
�•- Private improvements: 3% of estimated construction costs - _ 124'•.,
f
Minor Improvement Permit - Class IV: See attached schedule ^�
Inspection Fee $ PERMIT VALIDATION
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
$
Receipt No.
Received by Date
Recorded by
PERMIT NO. T IZL1
DATE APPROVED 12- 7 - 9�
EXPIRATION DATE /2-31-91
DATE ISS U D . q-1
By
Administrative Authority
TELEPHONE: (619) 564-2246
h..
_- r__________________________________________________
NOTE:
With proper validation
this form constitutes an
encroachment permit
City of La Quinta
SEP Z4 1991
PUBLIC WORKS
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 II
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION T t►'tftRSE�T ♦paJ OFy1}~ Q►V�pyE glllcj Mo�coe. S�ce'`�
L.a Q�it�n�a• �o c -Tl; Q C -Ar 2fvrybq .
IStraet address or Description of Location)
PURPOSE OF CONSTRUCTION TO 'momma Sketch (attach construction plans if appropriate)
W p' F -Q- SERV ice To -TRAc.-t.
DESCRIPTION OF CONSTRUCTION
Oy'� Co NrJEC'�� p1rJ •
0IMENSIO": CF IN -S T , .LLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED K
APPROXIMATE TIME WHEN WORK WILL BEGIN 05-10MR 10011
APPROXIMATE TIME OF COMPLETION Coo 98`45 17- 1 q 1
ESTIMATED CONSTRUCTION COSTS %(0-000
(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:
A s Shoo, u.1 01,4 U \ %'Ttz\ cA
\ S3y*-11 / 1 a 3 x•15 .
G u W D TD O�Ei�.PtT� A"^I d
rl► c�� tN-r�:.� A �� wakes V :tie s
Indemnify, defend and save the City, its authorized agents, offuars, representatives and employees, harmless from and against any and all
penalties, liabilities or lou resulting from claims or court action and arising out of any accident, lou or damage to persons or prooeny
happening or occurring as a proximate result of any, work undertaken under the permit granted pursuant to tors 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 rulesand regulations of the City of
La Quints and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
C V .\14ONE 9- 'D % 5%- 01 CT P.O. fox X058 C-m&*�4,lLc,.4i2Z3cp (to 41) 5R% -2e5 l
Name of Applicant (please print) Business Address Telephone No. X 2(oTJ
fr,V.silhj.ID.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
; � 1, � "I �, I fl, ii AP
ra
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit OTo APPLICATION FOR PERMITPUBLIC 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 II'
DATE: _10/3/91 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Intersection of 54th Avenue and Monroe Street La Quints -
Tract 26769.
(Street address or Description of Location)
PURPO$SEOFCONSTRUCTION To provide domestic water
service to tract.
DESCRIPTION OF CONSTRUCTION Install 1 - 18" ctuh wit
connection_
DIMENSION OF INSTALLATION OR REMOVAL RXXXR
SIZE OF EXCAVATION, IF NEEDED 6 X 6
APPROXIMATE TIME WHEN WORK WILL BEGIN October 1991
Sketch (attach construction plans if appropriate)
As shown on District drawings
18344/18345.
C.V.W.D. to operate and maintain
all water lines.
APPROXIMATE TIME OF COMPLETION 60 days - 12/91
ESTIMATED CONSTRUCTION COST $ _16-000
(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 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 theresultof this work.
A,LI / P yzo 7
Signakure of Applicant or AgeQ_y
C.V. Water District P.O. Box 1058 Coachella CA 92236 (619) 398-2651
Name of Applicant (please print) Business Address Telephone No.
C.V.W.D.
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 I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs 1 L 41
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
'- Received by
Recorded by
Date
PERMIT VALIDATION
PERMIT NO. 1 Z L1
DATE APPROVED _/P- 7 - 9�
EXPIRATION DATE 12- 31-q/
DATE ISSU D - - q1,
By. 1051 fLGV►�/
Administrative Authority
TELEPHONE: (619) 564-2246
The following General and Special Provisions are attached to and made a.part.of Permit No.
_IZy1
GENERAL PROVISIONS
The following, shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Cit of La
ONLY. Whenever construction extends within private property, it shall be the responsibility of the permittee (or his to right
way
secure permission from abuttingy Quinta right of way
property owners. Such authorization must be secured by the permittee prior to
TRACKU>YING CONSTRUCTION EQUIPMENT: Cleated starting work,
tracklaying construction equipment shall not be permitted to operate on any
Paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect
the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
Pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches2" of A.C.
surfacing plus appropriate seal coat as specified above.
inches(21
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 Hrs. 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 bythe permitteethat he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The follwing shall apply ONLY when indicated:
NOTIFICATION: Permittee shall notify the City at 564-2246 at least 48 hours in advance of startin con
R2 CASH DEPOSITS OR BONDS: A cash bond or an a 9 struction.
r
shall be furnished in !he name of City of La Quinta ocover all work invol ed in the restoration of the various La Quinta
roads and survey monuments. This. bond. shall be continuous until cancelled by the City Engineer. This bond must be,
Posted prior to commencement of any. work on this project .
R3 UTILITY CLEARANCE: (Substructures) Priorto making anyexcavation within the Cityof La Quinta right ofwayauthorized
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.
R4 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.
R5 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
having an "R"valueof not less than inches of class
egate subbase course
and Specifications, Ordinance #461, and in conformance with CityofLaQuinta RoadlmrprrovementtStandards
R6 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to aslopeof
1/4 inch to one foot (1').
R7 GRADES & STAKES: City of La Quinta shall establish grades and stakes for the proposed concrete curb and gutter
construction.
R8 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades asestablishedby
a lirensed engineer.
R9 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R10 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.
R11 CULVERTS: A inch diameter (
inches below and in line with the existing flow line. Culvertl1installation shaen shall be llcon conlled with form thea approximately 11-1 /2
attached drawing.
R1 SIGHT CLEARANCE: Sight clearance of 600 feet in either direction shall be assured and maintained.
R13 SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall comply with the
manufacturer's specifications.
R1 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.
R1 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 maybe readily and correctly S'
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 Th'
be notified upon completion of replacement of II
RD -31 a survey monuments for proper project clearance. isofficeshall
'
R16 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments shall be tied out by City
of La Quinta and suitable payment or guarantee of payment shall be made as reimbursement for all work involved.
R17 PAVEMENT CUTTING: Pavement will be mechanically 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 of pavement). Excavation material shall be placed in such a position as to best
facilitate the general flow of traffic. Prior to final paving operations, any damage to pavement straight edge shall be
corrected.
18 PAVEMENT CUTTING: Pavement shall be saw cut prior to removal. Prior to final paving operations, any damage to
pavement straight edge shall be corrected.
R1
LIMITOF EXCAVATIONS: Excavations shall be limitedto 1,000 lineal 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.
R20 BACKFILL MATERIAL: Backfill shall be free of brush, roots or otherorganic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongyor
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.
R21 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of notgreaterthan
three feet (31 and vibrated using vibrotamper or equivalent equipment. Alternate methods maybe substituted, but in any
case a relative compaction of 95 percent shall be attained within the structural section of the roadway.
R22 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.
23 COMPACTION TESTS: If so required bythe inspector, compaction tests shall be made at intervalsof not more than 1,000
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.
R2 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 andfiled prior to making permanent repairs.
Compaction tests shall be made asoutlined in Section 6.3.01 ofthe Standard Specifications, Division of Highways, State
of California, dated January 1973.
R25 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 3,000 lineal 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.
R26 PERMANENT PAVEMENT REPAIR: After backfill and compaction operations 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 16, days after completion of
temporary road repair. SEE (fb&JvIT, D&I t45 FoR FAvr Fk3-T TZE,p q KE4tAItZ%�4EJ�%
R27 PAVEMENT REPAIR: F.A.S.: Upon completion of backfill and compaction, a temporary patch consisting of two inches (2")
of cold mix paving (SC -800) shall be placed immediately. A permanent patch of three inches (3") of A.C. surfacing shall
be placed on six inches (6") concrete base as directed, but not later than fifteen (15) days after completion of temporary
paving. Concrete base shall be of five -sack mix and shall conform to the City of La Quinta Road Improvement Standards
and Specifications, Ordinance #461.
R28 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.
R29 SEAL ARMOR COAT: A seal coat consisting of an application binder and screenings shall be applied on all patch areas
where such seal coats existed prior to issuance of this permit. Seal or armor coats shall be applied as specified in Section
37, Standard Specifications, State of California, Division of Highways, dated January 1973. Work of pavement repairto
be accomplished by a licensed contractor engaged in the business of pavement repair.
R30 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R31 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 removed in sectionswhich can be handled safelywithout interferenceor hazardto 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 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.
R32 TREE TRIMMING:
a. Only the necessary trimming shall be accomplished to provide clearance of the facility for one calendar year.
All broken or weak sections within the trimming shall be removed.
b. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of 500 feet at anyone time.
Adequate signs, flagmen,, and/or barricades shall -be provided to protect the traveling public at all times.
c. -If tree trunks are partially outside of the City of La Quinta road right of way, permittee shall make his own
arrangements with adjoining property owners for consent to the trimming in addition to the authorization provided
by this permit.
d. All tree trimming on EVERGREEN TREES, PALM TREES, and other ORNAMENTAL TREES shall be accomplished to
i the satisfaction of the City*Public'Works Inspector.
e. Abutting property owners shall be contacted, in all instances, prior to trimming or topping trees.
i f. Pruning shall -in all instances, be at the shoulder of the crotch to insure even, fast healing in all cuts of two inches
( and above in size. Sealant shall be applied to all cut sections as directed by the City Public Works Inspector.
ADDITION ----ENCROACHMENT PERMIT NO.1241 ---- CONDITIONS
R33 Survey monuments shall be protected in place or
re-established pursuant to City standards and the State of
California•Land Surveyor's Act.
R34 Work shall be coordinated with the City of La Quinta's
forces to preclude delay or interference with the City of La
Quinta's projects.
R35 Contractor shall comply with the local noise ordinance and
construction operations and maintenance of equipment within
one half mile of human occupancy shall be performed only
during the time periods as follows:
October 1st to April 30: Monday -Friday 7:OOa.m.-5:30p.m.
Saturday 8:OOa.m.-5:OOp.m.
May 1st to September 30: Monday -Friday 6:00.a.m.-7:00p.m.
Saturday 8:OOa.m.-5:OOp.m.
Work shall be prohibited anytime on Sunday and Federal
holiday.
R36 Traffic control shall be as per Cal Trans Traffic Manual.
Field adjustments in detouring shall be accomplished as
directed in order to adjust to actual field conditions. It
shall be the contractor's responsibility to adequately
barricade and detour this site. A Traffic control plan shall
be submitted for approval by the City Engineer.
R37 All excavation at or near the travel way.shall be backfilled
at the end of the work day, for the protection of the
traveling public. ;
R38 Street closures shall not be allowed at any time.
R39 A minimum of one travel lane shall be maintained at all
times with flagmen during working hours.
R40 All work to be performed.within the existing paved section
shall be temporary,paved and maintained by the Permittee,
permanent pavement shall be placed no later than 15 days
after completion of the temporary road repair.
R41 Ingress and egress for local properties shall be maintained
at all times.
R42 Prior to work starting, Underground Service Alert shall be
contacted at 1-800-422-4133 and an "inquiry number" shall be
provided to the City Public Works Inspector.
R43 Pavement shall be sawcut prior to removal.
Additional Conditions - Encroachment Permit No. 1241
Page 2
R44 All backfill subgrade soil shall be compacted to nothing
less than 90% relative dry density, all backfill soil within -
the top 2' of finish pavement surface shall.be'compacted to
nothing.less than 95% relative dry density, all base
material shall be compacted to nothing less than 95%
relative dry density..
R45 Replacement pavement section shall be an 8 deep strength
lift of asphalt concrete.
R46 If the work is to be performed by forces other than that of
the utility company, the contracting company will be
required to apply for an Add.itional encroachment permit
and pay the appropriate fee.
r
135268
VICINITY MAP
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NOTE: ELEVATION DATUM IS SEA LEVEL + 500 FEET TO AVOID NEGATIVE ELEVATIONS.
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IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
WATER IMPROVEMENT. PLANS
TRACT NO. 26-769
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APPROVAL
NOTE: THESE PLANS HAVE BEEN PREPARED BY CONFORMANCE WITH THE I UNDERGROUND UTILITIES
STANDARD SPECIFICATIONS OF THE COACHELLA VALLEY WATER DISTRICT.
COUNTY OF RIVERSIDE
THE PIPE MATERIAL SHALL BE THE RESPONSIBILITY ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR
THE SELECTION OF E OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH
OF THE OWNER/DEVELOPER AND SHALL BE IN ACCORDANCE WITH THE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING OF OF FIRE PROTECTION
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES
SPECIFICATIONS OF THE COACHELLA VALLEY WATER DISTRICT. _
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
General District Notes for
Domestic Water
1. All materials and construction shall conform to the Standard Specifications
for the Construction of Domestic Water Systems (Standard Specifications) of
the Coachella Valley Water District (CVWD).
Unless modified by the Standard Specifications, the standards of the
j American Water Works Associations shall apply to all materials and
construction methods.
2. All work shall be inspected by.the CVWD. The charges for inspection shall
be in accordance with the CVWD's Regulations and Standard Specifications.
i
3. Work performed without inspection shall be rejected.'
I
4. The minimum cover for water distribution pipelines and appurtenances shall
be 36 inches. Streets shall be brought to subgrade and sewer installed
before pipeline is installed.
5. All connections to existing facilities will be made by the District at the
owner's expense. Sixty days notice required.
6. The separation between water and sewer facilities shall be as specified in
CVWD Standard Drawing W1.
7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior
to start of construction to arrange a preconstruction conference.
8. An approved cleaning tool shall be pulled through the pipe during the
progress of its assembly to remove dirt, rocks or foreign materials.
9. No water or sewer pipelines shall be installed under decorative concrete,
concrete, curbs or sidewalks. All in -tract streets shall be paved with
asphalt concrete pavement.
10. These plans may be subject to review and/or revision, by the District, if
construction has not begun within 12 months from Date of Approval as shown
in CVWD Drawing Approval Blocks.
11. Contractor shall submit to CVWD a list of materials to be used prior to the
preconstruction conference. Only materials on the approved list may be
used. List shall include quantity, manufacturer, model, size, and other
pertinent data.
12. Contractor shall schedule his construction activities with the Chief
Inspector, daily, between 3:30 and 4:30 p.m. for the following working day.
If CVWD is unable to provide an inspector or inspectors, Contractor.shall
reschedule its work for another time.
If Contractor elects to cancel scheduled work without notice to CVWD,
Contractor shall be charged 1 hour of inspection time for each day of
occurrence.
I
13. Contractor shall call Underground Service Alert at 1-800-422-4133 at least
two working days prior to start of construction.
_ f
rY i cart
I • -that -the -des i - -. .
..�•- - gn�of-t'�e°water-System�"In Tract No.
.a` "`is in accordance with the Water System expansion plans of the Coachella
Valley 'dater Oistrict, and that the water service, storage and distribution
system,'kill be adequate to provide water service to such tract. This certi-
fication does not constitute a guarantee that it.wiil supply water to such
tract at any specific quantities, ficws or pressures for fire protection
or any other purpose.
Oa t ed
Coachella Valley water 0's ict
Engineer, R.C.E.
No. CO28454
i
j
i
I
C.V.W.D. DRAWING APPROVAL
! l DATE
Chocked,1' 2 AUG 1991
PF"CT E INE
( DVB. No.
13,
Recon esnded•
DEPUTY C EF E .C.E. 2815 18344
,I
. Approved:
GENERAL MANAGER -CHIEF ENBINE R.C.E. No. CO23078
j REVISIONS: - DATE APPR.
,I
/N TAS C/7 V O- 44 LZC A, C 4,1- AeK,11.4
Lloyd W . Watson 7-•ea.CT AJO. Zeo"740V
72-875 AMBER DRIVE
PALM DESERT, CALIF. 92260 /MP.4WV6MeA1r
(619) 340-3657 OF 5 SHEETS
0. E j
�.V T/ -/E 5 . /i;Z OF T1,/E `'. � OF 7f•/E �
SCALE BENCH MARK. Po-/oma-�1
RS SNot✓.r_/ SeCT/G1A.! /5 T. !e S 7
GV/54�� :YQurL2E Oma/ 6.E. AVM,15 A/4Z/- 0FC4AIA4.. <.Or,47�10 3
DATE as.oE-r we57- o� Mcao/,/ sr• /e. o F�C7- srx/Ti / c>c FOR GZu4vcp vEf�[ oP/�/E T / W.O. F.B. FILE NO 1
�/UC `/ /�9/ ,ave e/uE so. 04/
s~ "
1i
18344'
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
BY:
REPORTED TO THE UNDERSIGNED• NOT INDICATED OR SHOWN ON THE RECORDS
-
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
TITLE:
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT-
OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
I
DATE:
-
;-
PREPARE UNDER THE DIRECTION OF
PRIVATE NOTE
\''
Underground Service Alert
ENGINEERING
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NOTBE LrM! if i1 NORMA, W(iNh:NV Hi )IrRS, 4N� i)NS'u l �'i�' ;K�N
TRACTOR FJPIHEP AGREES 'i:' It ft V" 4N -,()I
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DE.SiC,NFC B" DRAWN By Ctlf i,r-F D By
C. E. 32740 EflFl fo%�9�
-- i
General District Notes for
Domestic Water
1. All materials and construction shall conform to the Standard Specifications
for the Construction of Domestic Water Systems (Standard Specifications) of
the Coachella Valley Water District (CVWD).
Unless modified by the Standard Specifications, the standards of the
j American Water Works Associations shall apply to all materials and
construction methods.
2. All work shall be inspected by.the CVWD. The charges for inspection shall
be in accordance with the CVWD's Regulations and Standard Specifications.
i
3. Work performed without inspection shall be rejected.'
I
4. The minimum cover for water distribution pipelines and appurtenances shall
be 36 inches. Streets shall be brought to subgrade and sewer installed
before pipeline is installed.
5. All connections to existing facilities will be made by the District at the
owner's expense. Sixty days notice required.
6. The separation between water and sewer facilities shall be as specified in
CVWD Standard Drawing W1.
7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior
to start of construction to arrange a preconstruction conference.
8. An approved cleaning tool shall be pulled through the pipe during the
progress of its assembly to remove dirt, rocks or foreign materials.
9. No water or sewer pipelines shall be installed under decorative concrete,
concrete, curbs or sidewalks. All in -tract streets shall be paved with
asphalt concrete pavement.
10. These plans may be subject to review and/or revision, by the District, if
construction has not begun within 12 months from Date of Approval as shown
in CVWD Drawing Approval Blocks.
11. Contractor shall submit to CVWD a list of materials to be used prior to the
preconstruction conference. Only materials on the approved list may be
used. List shall include quantity, manufacturer, model, size, and other
pertinent data.
12. Contractor shall schedule his construction activities with the Chief
Inspector, daily, between 3:30 and 4:30 p.m. for the following working day.
If CVWD is unable to provide an inspector or inspectors, Contractor.shall
reschedule its work for another time.
If Contractor elects to cancel scheduled work without notice to CVWD,
Contractor shall be charged 1 hour of inspection time for each day of
occurrence.
I
13. Contractor shall call Underground Service Alert at 1-800-422-4133 at least
two working days prior to start of construction.
_ f
rY i cart
I • -that -the -des i - -. .
..�•- - gn�of-t'�e°water-System�"In Tract No.
.a` "`is in accordance with the Water System expansion plans of the Coachella
Valley 'dater Oistrict, and that the water service, storage and distribution
system,'kill be adequate to provide water service to such tract. This certi-
fication does not constitute a guarantee that it.wiil supply water to such
tract at any specific quantities, ficws or pressures for fire protection
or any other purpose.
Oa t ed
Coachella Valley water 0's ict
Engineer, R.C.E.
No. CO28454
i
j
i
I
C.V.W.D. DRAWING APPROVAL
! l DATE
Chocked,1' 2 AUG 1991
PF"CT E INE
( DVB. No.
13,
Recon esnded•
DEPUTY C EF E .C.E. 2815 18344
,I
. Approved:
GENERAL MANAGER -CHIEF ENBINE R.C.E. No. CO23078
j REVISIONS: - DATE APPR.
,I
/N TAS C/7 V O- 44 LZC A, C 4,1- AeK,11.4
Lloyd W . Watson 7-•ea.CT AJO. Zeo"740V
72-875 AMBER DRIVE
PALM DESERT, CALIF. 92260 /MP.4WV6MeA1r
(619) 340-3657 OF 5 SHEETS
0. E j
�.V T/ -/E 5 . /i;Z OF T1,/E `'. � OF 7f•/E �
SCALE BENCH MARK. Po-/oma-�1
RS SNot✓.r_/ SeCT/G1A.! /5 T. !e S 7
GV/54�� :YQurL2E Oma/ 6.E. AVM,15 A/4Z/- 0FC4AIA4.. <.Or,47�10 3
DATE as.oE-r we57- o� Mcao/,/ sr• /e. o F�C7- srx/Ti / c>c FOR GZu4vcp vEf�[ oP/�/E T / W.O. F.B. FILE NO 1
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� A GENERAL NAN ER-CNIEF ENGINEER R.C.E. No. CO23078
1 I i1_
I 1 CDI` REVISIONB: DATE APPR.
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� A GENERAL NAN ER-CNIEF ENGINEER R.C.E. No. CO23078
1 I i1_
I 1 CDI` REVISIONB: DATE APPR.
II Z N
H
11 I
i I1 H
Ix I' I LU
i /�t! THE C/TY OF LA QCI�.t.IT•4� Cd/✓�aPil//.Q
�.E a Lloyd WOO Watson
�rRv� �F: E N�, Ek E.
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�- Underground Service Alert
72-875 AMBER DRIVE
�.E.
Coll TO(( FREE PALM DESERT.CALIF.ti
j'
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SHEETS(619
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