3792i-JR'f -_
NOTE:
With 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 II
DATE:.%� ���= %� 1��� Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION
DESCRIPTION OF CONSTRUCTION
a
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED L" °LLL'L(i
APPROXIMATE TIME WHEN WORK WILL BEGIN
1y
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ n"
(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)
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. d '
re of, Applicant or Agent
w_ vim, �C�a� �3l-��.' ✓ �C l_ o�r® �-.� �)V- �. ?�<, ,�� �C._J �c C-.�7d J✓- �__ 1,
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
allL�
Contractor's License No. City Business License No.
Tin.
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
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
DATE APPROVED
EXPIRATION DATE '__ `j 3
DATE ISSUED
�i
AMP;
` 'I
By
>' Administrative Authority
Telephone: (760) 777-7075
SPECIAL CONDITIONS
PERMIT NO. 3792
CV WD
In addition to the standard permit conditions, the following shall apply:
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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control pursuant to the Fugitive Dust Control Plan.
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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a major and/or signalized intersection 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 any way.
6. Pursuant to Section 14.16.110 of the La Quinta 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 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). 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. 3792 Page] of 3
SPECIAL CONDITIONS
PERMIT NO. 3792
CVWD
Pursuant to Section 14.16.290 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.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alertat 1.-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. 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.
11. 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 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department. Backfill shall be completed in lifts, not to exceed V, compacted to
90% minimum relative compaction. Native material may be used, provided the material is suitable
for use as backfill after construction operations. Controlled Density Fill (C.F.) may be used as an
alternative.
12. 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 overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition. 0
14. Access and egress to all local properties shall be maintained at all times.
15. 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 follows:
Special Conditions - Permit No. 3792 Page 2 of 3
SPECIAL CONDITIONS
PERMIT NO. 3792
CVWD
a) Sawcut and remove existing a.c. surfaces a distance of one foot (F)'beyond all trench walls,
including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be
removed. All a.c. edges shall be straight, clean and vertical.
b) Provide an existing section (four -and -one-half inches [4'/2"] minimum) of crushed aggregate
or miscellaneous base material, compacted to 95% minimum relative compaction.
c) Provide an existing section plus one inch (1 ") [four inches (4") minimum] of asphalt concrete
in two (2) or more lifts; the first lift(s) comprised of a base course a.c. material, of a City
approved mix design, meeting the requirements of Greenbook class B-AR-4000; the final 0.10'
lift comprised of a wearing course a.c. material, of a City approved mix design, meeting the
requirements of Greenbook class C2-AR-4000. All pavement edges shall be flush with
adjacent a.c. surfaces. Each lift of a.c. material shall be compacted to 95% minimum relative
compaction.
d) For trenches greater than two feet (2') in width, the Permittee shall perform a grind and a.c.
overlay of 0.10' depth for three feet (3') in addition to the pavement replacement specified
above.
16. Permittee 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.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3792 Page 3 of 3
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
❑ R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( *' N/A ** ) inches of ( *' N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A ") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (*' N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on ('* N/A *`) of class (" N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
® R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any,
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA GUINTA
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
(Street address or Description of Locatlon)
PURPOSE 0A Cor,,,i t C ION IV 1AA flyv Sketch (attach construction plans if appropriate)
DESCRI
—DIMENSION OF INSTALLATION OR REMOVAL ` �_ � �ypcQ
SIZE OF EXCAVATION, IF NEEDED
APPROXIMAT TIME WHEN WORK WILL BEGIN _
APPROXIMATE TIME OF COMPLETIO 03 ��� � V
ESTIMATED CONSTRUCTION COSTS NOV(Including removal of all obstruction, materials, and ebris, back filling, com- 2 ? 2002
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to: L LUBL'C WORKS
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 propeity
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Nolify the Administrative Authority at least twenty-four 1241 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 Ouinta and to pay for any additional -replacement necessary as the result of this work.
CATEq44
j Signature of App 'cant or AgenNamTR1Gj Business Address Telephone No.
COACHELLA VALLEY WATER DISTRICT
Nam CAROL PFANNKUCHE Business Address Telephone No.
DEVELOPMENT SERVICES TECHNICIAN
Cone City Business License No. ,
��� P.O. BOX 1058, COACHELLA, CALIF. 92236
TELEPHONE: (760) 398-2651
Arpl 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
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: S AG A—V&�
Receipt No.
Received by Date
Recorded by ----_--_ --- -
PERMIT VALIDATION
PERMIT NO
DATE APPROVED ,,�6S�L(� 5" ZeoZ
/ EXPIRATION DATE yIM~167-t' 30 Z-`[Z 3_
DATE ISSUED
By
1/yL?7Yt�✓�aV2/Adna 1 Authority
e.S�
TELEPHONE: f6191 564-2246
NOTE: — -
With proper validation
this form constitutes an
encroachment permit
•
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
-J
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
DATE: Doccaabei 3, 2002 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Santn ttoca Plum. Mine 1 - Porcol ra» 20900
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Suoply votar to Srnto noaa
Pl.imi rrdllcct
DESCRIPTION OF CONSTRUCTION I-12" otub out cor_nocttou
ail Aw. Dismad-in, 1-12" otub out connactiou
n:i Donart Club Drive
DIMENSION OF INSTALLATION OR REMOVAL
Hot trio of un tar rniti, 000 attnthn l alt-io
SIZE OF EXCAVATION, IF NEEDED An iiecded
APPROXIMATE TIME WHEN WORK WILL BEGIN
Docc+.•.^bar a. 2001
Sketch (attach construction plans if appropriate)
oaSoo attochcd rpccial cundttion000
APPROXIMATE TIME OF COMPLETION JantsurY 31 ZU03
ESTIMATED CONSTRUCTION COST $ 321002
(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 the result of this work.
* Signature of Applicant or Agent
Coucholla V0110- eater Dintriot P.O. lllor 1036. Coachella. CA (760)398-2651
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
II/A
Contractor's License No. City Business License No.
N/A
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 $
Permit Fee _
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ I:O PEE
Received by Date
Recorded by
PERMIT NO.
3792
PERMIT VALIDATION
3792
DATE APPROVED
EXPIRATION DATE
Doccobar 3. 2002
Nava ;bar 30. 2003
DATE ISSUED Doconber 3. 2002
By '
Victor I".o:i: Administrative Authority
r Accivermt L�.. j&IWOY
Telephone: (760) 777-7075
•
SPECIAL CONDITIONS
PERMIT NO. 3792
CVWD
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quints 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. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control pursuant to the Fugitive Dust Control Plan.
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 Quints 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 l st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
5. Work performed within 500 feet of a major and/or signalized intersection 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 any way.
6. Pursuant to Section 14.16.110 of the La Quints 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 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). 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. 3792 Paget of 3
SPECIAL CONDITIONS
PERMIT NO. 3792
CV WD
8. Pursuant to Section 14.16.290 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.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. 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.
11. 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 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), and as required by
the Public Works Department. Backfill shall be completed in lifts, not to exceed F, compacted to
90% minimum relative compaction. Native material may be used, provided the material is suitable
for use as backfill after construction operations. Controlled Density Fill (C.F.) may be used as an
alternative.
12. 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 overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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 follows:
Special Conditions - Permit No. 3792 Page 2 of 3
SPECIAL CONDITIONS
PERMIT NO. 3792
CVWD
a) Sawcut and remove existing a.c. surfaces a distance of one foot (F) beyond all trench walls,
including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be
removed. All a.c. edges shall be straight, clean and vertical.
b) Provide an existing section (four -and -one-half inches [4'/2"] minimum) of crushed aggregate
or miscellaneous base material, compacted to 95% minimum relative compaction.
c) Provide an existing section plus one inch (1 ") [four inches (4") minimum] of asphalt concrete
in two (2) or more lifts; the first lift(s) comprised of a base course a.c. material, of a City
approved mix design, meeting the requirements of Greenbook class B-AR-4000; the final 0.10'
lift comprised of a wearing course a.c. material, of a City approved mix design, meeting the
requirements of Greenbook class C2-AR-4000. All pavement edges shall be flush with
adjacent a.c. surfaces. Each lift of a.c. material shall be compacted to 95% minimum relative
compaction.
d) For trenches greater than two feet (2') in width, the Permittee shall perform a grind and a.c.
overlay of 0.10' depth for three feet (3') in addition to the pavement replacement specified
above.
16. Permittee 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.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically
grants permission to use the street to deliver street construction materials and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3792 Page 3 of 3
City of La Quinta •
The following General and Special Provisions are attached to and made a part of
Permit Number
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The followinq shall apply when indicated:
❑ R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A *' ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A'*) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 '/2') of A.C. paving on (** N/A **) of class (** N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shal! comply with the
manufacturer's specifications.
• City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
® R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 7 ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PRCJECT StT
a
VICIN f Y MAP
NO SCALE
30.00'
t
ueuerai uisinct r4otes 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 American Water Works Association
shall apply to all materials and construction methods.
2. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with
CVWD's Regulations and Standard Specifications.
3. Work performed without inspection shall be rejected.
4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets
SAIN]IF-11 A �A o o o e A" M 1N-o. 2 9 9�fog all be brought to subgrade, sewer installed and curb and gutter installed before pipeline is installed.
'x'A nOSA
VARIES
-.0
"`-JPROPOSED 12" DIP WATER
4' COVER ® FINAL GRADE 0 PROPOSED 8" VCP SBVER
DEPIH VARIES 7.00' TO 10.73'
11' MIN
TYPICAL INTERIOR DRIVEWAYS
NTS
ABBREVIATIONS
BC
BEGIN CURVE
ROW
RIGHT OF WAY
EC
END CURVE
EXIST
EXISTING
POC
PRINT ON CURVE
PUE PUBLIC
UTILITY EASEMENT
INV
INVERT
LAT
LATERAL
FDC/PIV
FIRE
DETECTOR CHECK/POST
INDICATOR VALVE
ENGINEER'S NOTE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE
APPROXIMATE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES
OR STRUCTURES ABOVE OR BELOW GROUND, SHOWN OR NOT
SHOWN ON THESE PLANS. THE ENGINEER IS TO BE NOTIFIED
OF ANY DISCREPANCIES, SO THAT ANY NECESSARY ADJUSTMENT
N CAN BE MADE IN THE ALIGNMENT AND/OR GRADE OF THE
m PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO
-,I TAKE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY
CU LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD, AND/OR
NOT SHOWN ON THESE PLANS. THE CONTRACTOR WILL BE HELD
CD
N RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
- STRUCTURES CAUSED BY HIS OPERATION.
Ca
Q
o -
0
m
r`
NO. INIT. APPVD DATE REVISIONS
L
BASIS OF BEARINGS•
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
9
LOCATED IN A PORTION OF THE NW 1 /4 OF SECTION 6, T. 6 S., R. 7 E., S.B.M.
NOTE
STATIC PRESSURE = 96 p.s.i.
WATER WORKS MATERIALS SHALL BE RATED FOR 150 p.s.i.
t
CONSTRUCTION NOTES AND QUANTITIES
7 CONSTRUCT 12" DIP w/POLYETHYLENE ENCASEMENT 1,856 LF
INSTALL 18"x12" DUCTILE IRON TEE 1 EA �C
INSTALL
12"x12" DUCTILE IRON TEE
5
EA
INSTALL
6" FIRE HYDRANT ASS'Y (WET BARREL)
7
EA
INSTALL
6" BLOW -OFF ASS'Y
1
EA
INSTALL
6" FIRE DETECTOR CHECK ASS'Y
2
EA
INSTALL
12"xT REDUCER
1
EA
INSTALL
12"x6" REDUCER
1
EA
INSTALL
12" x90' BEND
5
EA
INSTALL
12" x45' BEND
5
EA
INSTALL
12" x22-1 /7 BEND
3
EA
INSTALL
12" x 11-1 /7 BEND
13
EA
INSTALL
2" WATER SERVICE AND 2" METER
1
EA $�
INSTALL
1-1/2- WATER SERVICE AND 1" METER
15
EA
INSTALL
1" WATER SERVICE AND 3/47 METER
10
EA
INSTALL
18" DUCTILE IRON BUTTERFLY VALVE (EPDXY LINED AND COATED)
2
EA
INSTALL
12" DUCTILE IRON GATE VALVE (EPDXY LINED AND COATED)
16
EA
(a
ARE BASED ON THE CENTERLINE OF CALLE TAMPICO
IT S THE LA1M1 : °" CALL AT LEAST TWO
o
RQF ES$ /0�
Q
a
3
THE BEARINGS SHOWN HEREON
AS SHOWN ON PARCEL MAP No. 27109, FILED IN BOOK 175, PAGES 1 & 2.
DIAL BEFORE
WORKING DAYS PRIOR
BEING:
YOU DIG! st
.; TO EXCAVATING
��� F,L R,
ro
N 8959'22" E(
1-800-227-2600
a� �, z
�,
BENCHMARK:
111�
UNDERGROUND SERVICE ALERT
W
a
No. csa55s
m'
DANIEL R. RUIZ
,> OF SOUTHERN CAUFORNIA
Exp. 12/31/03
RIVERSIDE COUNTY BENCH MARK 103-3-70
v
R.C.E. NO. C54559, EXP. 12/31 /03
TOP OF CONCRETE FILLED 1' IP f 350 N'LY OF OLD AVENUE 52 AND 30' E'LY OF
c ` CIVIL �Q
qTF
CL OF WASHINGTON AVE., 6' S'LY OF POWER POLE #989270,
BEFORE EXCAVATING, THE
CONTRACTOR SHALL VERIFY THE
OF \4���
DRAWN BY:
CHECKED BY:
m
LOCATION OF UNDERGROUND
UTILITIES BY CONTACTING
CAL
o
ELEVATION: 40.1 1 - - - - - --
UTILTTY UNDERGROUND SERVICE
_
ALERT AT 1-800-227-2600
RSA
DRR
DATE
DATE:
22 APR
SCALE 1" =100'
0 50 100 ���.�. 200 300
DESCRIPTION
STATION
FROM
TO
1
TITLE SHEET
2
LINE 'A' - PLAN & PROF 1 DIP
10+00.00
19+64.26
2
LIFE 'C2' - PLAN & PROF 1 DIP
10+00.00
11 +69.87
3
LINE 'B' - PLAN & PROF 1 DIP
10+00.00
17+21.32
4
LINES 'A' 'B' & 'C2' - PLAN
-
The Keith Companies.
73-733 Fred Waring Drive, Suite 100, Palm Desert, CA 92260 (760) 346-9844
a
a
--- LINE 'A
12 DIP `
SPRINGTIME
-,WAY
LINE 'B'
C
S. All connections to existing facilities will be made by CVWD 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 No. W I.
7. Contractor shall contact CVWD's Chief Inspector 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 sideway.
without prior approval by CVWD. All in -tract streets shall be paved with asphalt concrete pavement.
10. These plans may be subject to review and/or revision by CVWD if construction has not begun with
12 months from Date of Approval as shown in CVWD Drawing Approval Blocks.
1 t . 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 daily with CVWD's Chief Inspector between
3:30 p.m. 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 anther time.
If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged one h
of inspection time for each day of occurrence.
13. Contractor shall call Underground Service Alert at 1-8004224133 at least two working days prior
start of construction.
14. Curb and gutter shall be in place before any domestic water pipelines are constructed
Special Construction Notes
:r. :ccat:_ns where the water system is to be installed in corrosive soils, the following
requ:reme..rs shall appl^
1. All pipelines to be CM:. ductile iron pipe.
Pi,elines to be installed with a minimum of 68 inches of cover at
ral grade.
•re system, to he staked for grade, alignment, substructure
.ovation, service location, lire hydrant location, detector
check, tee and gate valve location.
�14. Cut sheets shall ',a supplied to the Chief Inspector priorto
censtrucr!an.
Final grades shall be established and curb and gutter installed
before the installation of the pipelines, services, fire hydrants
end detector checks.
All fittings to be ^:L ductile irgn.
All pipelines, fire hydrant runs, detector check runs and service
rune tc have polyethylene ercasement.
All fire hydrant runs and detector check runs to be ML ductile
rt
and gutter shall be ir.-glace before any domestic water
seiinec. are ;orstructed.
cert:s, that the design of the water system in ;.Pee�t No. Z9g0 is in
occcrccn;.e with tI"e water system exponston plans of the Coachella Volley Water
Distri,:t .^.7 ;het the water service, storage and distribution system will be adequate
to prcv,de water service,,jto such tract This certification does not constitute a guarantee
t! - 't , 11 suocly water to such tract at any specific quantities, flows or pressures
'cr fire arctectio^ or any other purpose.
e: COACHELLA EY WATER DISTRICT
f
By'
o I L. Parks
Director of Engineering
R.C.E. No. 29572
, / CVWD DRAWING APPROVAL
N ect4 ngexe!r
Recommended'
,rector of En9ne4rV19
Approved:
Generai Manager • Chef
Revision
R C E No. 291,72
c 2 8
Date
06/05'02
DWG. No.
28345
Date I Appr.
QITY Q LA OUINT A SHEET NO.
WATER IMPROVEMENT PLANS - PHASE 1 .1 of 4
SA A POSA HOTEL — P
. o.
TITLE SHEET FILE: WR773001
LOCATED IN A PORTION OF THE N.W. 1 /4 OF SEC 6, T6S, R7E, SBM DRAWING NO:
FOR: SANTA ROSAPI A7 L.L.C.
28345
Y