4570y,.
NOTE: '
With' proper valuation
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 II I
DATE: December 30, 2005 Minor Improvement Permit Class IV
h
LOCATION OF CONSTRUCTION Avenue 54 between Madison and Monroe, TM 33076-1; Madison Club
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Install 3 stub -out connections
for TM 33076-1, Madison Club
DESCRIPTION OF CONSTRUCTION Install two 18-inch and
one 12-inch stub -out connections. CVWD.to own,
operate and maintain. Work Order No. 110.408.9. See
DIMENSION OF INSTALLATION OR REMOVAL
Sketch (attach construction plans if appropriate)
Plans.
SIZE OF EXCAVATION, IF NEEDED IENTIERIE
APPROXIMATE TIME WHEN WORK WILL BEGIN
3anuary 3. 2006 ID
APPROXIMATE TIME OF COMPLETION Mav 3. 2006
f
ESTIMATED CONSTRUCTION COST $ 55.000.00 ,
(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
Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 (760) 398-2951 X3540
Name of Applicant (please print) Business Address Telephone No.
Same As Above
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
Self --Insured
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ NA
Permit Fee No Bee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ No Bee
Receipt No.
Received by Date
Recorded by
s 4570
PERMIT VALIDATION
4570
PERMIT NO.
DATE APPROVED
? A9
EXPIRATION DATE
DATE ISSUED
Administrative Authority
Telephone: (760) 777-7075
1011%,
With proper validation
thb f'o"" constitutes am CITY OF LA QUINTA
enacackine It permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For tits construction of public ter private WtI16 driveways, pavemeflts, sldexralks, perking tots, sewer. wear maim
and othw like ptme world imprevaewnb in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
2. — 29 D 5 SubdArision Improvement Permit — CIM III
DATE: Miter Improvement Permit am IV
LOCATION OF CONSTRUCTION nWe,Vtue, Stj 666AIMA'% MpAisov% a*xA Movtr e
Tr' W76-1 Ct Vti
(serest .ddt.al of O.sr:lpdoh of Lewsionl
rA 1 11
OF
DIMENSION OF INSTALLATION OR REMOVAL_ A_A 11. 1
SIZE OF EXCAVATION. "EEpED 11_�..�,F—i_;
TIME
Sketch (attad► Co cdo ns i pprt
APPROXI:TE TIME 0 ETI
E.STIMATE0 CONS'1•RU
(including removal of all . ma I., ram.
paetion and plating per nent 1 r improvements)
In consideration of the n thb it. the applicant hereby agrees to:
Irtdettadly, dNand CkY. ra authortred spew6 offkua, raptwntetivs and ampsores. harmless from and against usy and all
penaldah. twakis sons resulft from claims as court aciton and arising out of arty accident. Iota or damew to persons or property
happnin g or occurring as a pros6-- result of any nark undertaken uncle the permh Wanted puraum to this epplkstion.
Notify the Administrative Authority a ban rAwdV4our (341 hour In advance of the time when work wgf be started.
Comply with all awficabla City Ordinances. on tutu and conditions of the permit and all appsiealbW tulas and regulations of the Chv at
La Dainu and to per for any additional replwmmtt necessary as the result of this work., / L
SignatwoM Applicant or Agent
Ca"AU UGl" billa-z bi5hic+ . Po -&, 1069 CO 1lt. ,CA q2 -lq%- 51 �. 3e5yp
Name of Applicant (please pirinil Business Address , _ Telephone No.
9T��[J�►i�1Gfe�.harpiirT�1[�ri�il!/__5Y!=t.�h�[•�17�r1.71
of Contractor and Job Forernan Business Address Telephone la
Contractor's License No.
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3%of estimated construction costs
Private Improvements: 3%of estimated construction costs
Minor Improvement Permit — Class
s� IV:
See attached schedule
Inspection Fee $ N i j PERMIT VALIDATION
Permit Fee N', I 4570
PERMIT NO.
Penalty
Cash Deposit -Surety Bond
if required I�
TOTAL: $ '\� O
Receipt No.
Received by Date
Recorded by
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Telephone: (760) 777-7075
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number4570
The followina shall always apply,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and. the existing road pavement shall be surfaced
with (" N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an
"R" value of not less than ( " N/A") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") 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
Fine and the existing road paving shall be two and a half inches (2 'Y2") of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
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.
❑ RI 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 (6) 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 ( 1 ) 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 backfiDed and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.4570
CVWD / Off -site Water Service / Tract No. 33076-1 (Madison Club)
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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and
erosion control.
4. Ifpublic traffic lanes are required to be closed, this permit is not valid until the perm ittee submits, to
the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of
construction or parking on the paved R/W.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required. .
6. 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 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way. '
The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
Special Conditions Page 1 of 6
PERMIT NO.4570
CVWD / Off site Water Service / Tract No. 33076-1 (Madison Club)
9. 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.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
- removed immediately after the construction completion date.
12. 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 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.
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 two (2) travel lanes of paved surface shall be
maintained at all times.
13. 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.
14. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
Special Conditions Page 2 of 6
PERMIT NO.4570
CVWD / Off -site Water Service / Tract No. 33076-1 (Madison Club)
15. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
17. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department) of the private land owner whom is being encroached upon.
18. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an. appointment for a
preconstruction meeting with the City Inspection staff.
19. The permittee is required to provide an informative message board (approved by the City Engineer)'
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
20. 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 to Section 306-1.3 of the latest edition of
the -Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Special Conditions Page 3 of 6
PERMIT NO.4570
CVWD / Off -site Water Service/ Tract No. 33076-1 (Madison Club)
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench' backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
21. 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.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
PERMIT NO.4570
CVWD / Off -site Water Service / Tract No. 33076-1 (Madison Club)
24. 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 replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 5 of 6
PERMIT NO.4570
CVWD / Off -site Water Service / Tract No. 33076-1 (Madison Club)
25. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
26. 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.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
29. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
THE LOCA IIUN Vh EATS I INU UNULMt MVVNU V IIU nr-a nRr-
SHOWNAN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATION OF ALL WISTING
UTILITIES $EfORC-EOMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY ANC ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES. THE CONTRACTOR SHA POTHOLE
PROPOSED CROSSINGS OF'EXISTING UTILITIES PR� TO WATER
OR SEWER CONSTRUCTION AND VERII►Y. THEIR HORIZONTAL
AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE
PLANS' AND FIELD CONDITIONS SHALL' BE BROUGHT TO THE
ATTENTION OF RCE CONSULTANTS, INC. THE CON'ItRACTOR
SHALL NOTIFY RCE CONSULTANTS, INC. PRIOR TO POTHOLING.
IF NECESSARY, RCE CONSULTANTS, INC. SHALL REVISE THE
PLANS. THE CONTRACTOR SHALL BEGIN WATER OR SEWER ,
CONSTRUCTION AFTER REVISIONS. ARE APPROVED WOR
CONSTRUCTION.
RCE CONSULTANTS, INC. MAKE"NO REPRESENTATION
CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS
OTHER THAN ALL SUCH FIGURES, INCLUDING ALL' EARTHWORK
NUMBER, ARE PRELIMINARY ESTIMATES AND FOR PERMIT
PURPOSES ONY. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PREPARE HIS OWN QUANTITY' ESTIMATE
FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER
SHALL NOT BE 'RESPONSIBLE FOR ANY DEVIATIONS BETWEEN
ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE
TIME OF CONSTRUCTION.
AVENUE
E 54
p �01WST=CT
STANDARD'SPECIFICATIONSyL FORM TOTHETI ON S O F SECTION 1 o T.6 . S . R.7 . E., S . B M . FOR THE GONSTRUCTIONKT@R"sYSTE a (STANDARD SPECIFICATIONS) OF
TRACT MAP N0.33076-1 POR _ -__--- , TIE COA�CHELUI VALLEY IRcCVWD).
• - -_ - - : (+ 2 THE COWS RACToR g A VALID CLASS A OR C-34 STATE OF GAL FO1. NIA
I r` ....-•.,.-V - j� I CONTRACTORS LICENSI&
i! i - ' , I . + 10 11 �Y2 / 1 I 3! coNTRAwr m st•W.L ooNTAc r ovwt s CHIEF INSPECTOR UPON RECEIPT OF APPROVED
. 1 t.._...� t .L _ l / - I - DRAWINGS TO ARRANGE THE PR>tCON3TRUCTION CONFERENCE. NO SFIALL
1 hp
` Z• 1 8 � �.. -1 • --' "' '^-- /' 1 . ` III (. BEGIN PRIOR TO THE ACTION coNFEREMCE
! ; i I PREOOH)STR .
{ I
i .4. CONTRACTOR SFfAtt 1U�:1' CVVI'D A LIST�F RMTEI'tUli3�'O � USED PRIOR ro THE
LOT -jrM" � � . � TO
I I » . f, ��
�
oN CONFERENCE ONLY MATERIALS ON THE AI'PRO'HED LIST MAY BE USED:
LIST SHALL WCLUOE QUANTITY : OF MOD SIZE AND OTHER PERnmiNT DATA.
7 ti b • tY t3. ALLWORK SHALL• BE 111111VD. TIW CHARGES FOR INSPECTION SHAdh IN
\ 8 r %-\. : : �'! • WITH ==440ULATKXVS.
i W I.
5
i
1 0 �
i
11 � ,- DULY WITH THE
2 !��r1� _ � CONTRACTOR SHALL SCHEDULE HIS CbHl�l'fil1�l1'IOHI �'9TNITIE$
I 1 I INSPECTION DEPARTMENT' BETWEEN 3:30 P.M. AND 416 P.M. THE FOLLOWING WO�C .
3I % -� \ DAY. IF CVWD 13 UNABLE TO PROVIDE ANW4SPECTOR OR MISPECTORS, CONTRACTOR SHALL
! i \ 1D : , RESCHEDULE THE WOW FOR ANOTHER
\ .. 1 \ / ` •�I , IF CONTRACTOR ELECT00 CANt1. �SCHkbUU� RE•1�1' WORN WPhIOR%6flCE CVVVO.
. ` �' � � gD / 79 ��' �� \ i� J) CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF
OCCURRENItf
II. 7. WORK PeVIORMb WM4OUT INSPECTION SHALL. BE R16CTED.
URNISHE��fO T INSPE'OR
/ , i _ S. COPIES OF }HE COMP �It�N RE3U1;.'CS SHAH 9E F
' - _ _ •-. `
I 17 ` l i I •. 8�
.:. 28 sa ' PRIOR TO . 33URE FRECIUE OF COMSFIPP LLTBENCOT DUCTED OVER F
s - ,: 1 • j� GT- �3i r As FOLLOWS_ A sET OF Pft AND TREN TF�ST3
THE PIPELINE EVERY 300 PEET At EV RY THIRD WI ITEcR SEVICE. HYDRANT, DETECTOR
l• •' - 11
r 78 CHECK OR WWIFOLD.
.4D .
4 t/ t ,
HE SHALL ASS ME SOLE AND t r
CONTRACTOR AGREES THAT � ( / .,,
THE C � � r . {I �) Il
1 •I 4� ,�
.. �- i . 4 OWMETEY� AND 31AALLER IN
PONSI6IUTY FOR JOB SITE CONDITIONS DURING 'i . � � I I ,, I Lt, Tt�COVERFORwATER IMPEL1NEs2 �M�
COMPLETE RES 1
4a , / � ,�' .4� %AHD SHALL•BE 381NCHES. THE COVER '
THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING
Lltt U" s RESIDENTIAL CURB GUTTER
.,• �t ). I I PIPELINES
� �3 � . - � ► 1 FOR WATER DISTRIBUTION PIPELI S 30 INCHES AND GREATEk ARID ANY
N PROPERTY THAT THIS 1 �- 4g r
SAFETY OF ALL PERSONS AND , F{[
'i`i' .�• _ 1 i! t t ' LOCATED IN SHALL BE 48 IHK;1•IES. stREETs SHALL BE E9ROlK3
< 44 ,
CONTINUOUSLY. AND SHALL BE TO SEWER ALLECIANDCURBANDCiUT'TER ALLEDElEEFORETHE PIPEUINE
REQUIREMENT SHALL APPLY�. }� } 21 ,, I
• t SUBGRADE, IVST NN$T
r r -
D AT THE _ Is wsTAu.Eo.
LIMITED TO NORMAL WORKING HOURS, AN THAT I c.
TH , -
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLDE r 221 4y
r s s 10. POLYETHYLENE ENCASIT SHALL BE U.ED FOR S PIPES, VAL1S�'AND
x ((.----- A� NUE 53..
AND ENGINEER HARMLESS FROM ANY AND ALL l- _ - 49 �' '---�-_- r IN CORROSIVE THE ELECTRocoNDucrnmr
OWNER E ( i, , - , �.• 5 . FITTINGS THE AREAS OF CO ANDIOR
1
LIABILITY, 'REAL OR ALLEGED, IN CONNECTION WITH THE i - 471I �• ` -1- 1 , oF�HEso1LISLEssTHANt,000a�MSE�
CENTIMETER OR AS DIRECTED BY CVWD.
tlt8� --
11 � _ , ..� � , CUBIC CBNTIM •
P FOR -- 87��6s ,
.PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 0 I - � _ � � � _ �. _._ � j t*„NWD AT THE OWNER'S
. r�c _ _ 1 _ . 1 t. ALL CONNECTIONS TO E�(ISTMNG FACT WiLL BE MADE BY .
NEGLIGENCE OF THE OWNER OR { �; _ 4 / - _ - 'M . / I
LIABILITY ARISING FROM THE r)
, ,i _ y 2 , ' t . _ ._ .. ' � $9 , . t± 1 EXPENSE SIXTY DAYS NOTICE I�EQU. CONTRACTbR 3HAELL START THE MSTALLAi'10�
,. s3 �s .
THE ENGINEER.. .• _ r , . _ \ + _ . r_-_ AT THE T1E4W CONNECTION PROVIDED.
in
, ., JIZO. ! . / _
II 1
25 t 58 , 57 ..._. � , 48 . •_f. _._ _ t
._ 5S .
�t _ . 1 . :� i WIALL SE As M CVYVD
50 , :. (- --�' I 12 aEPARATION BErVVEIN WATER AND �VVER FACILITIES 7�
i 26 -� . , y I �, s�ANDARD DRAwuNG No. w us-3.
s \ s r•� I ,
t
r
N , E GE I L `4 . tRr t:oltElc3N MATERIALS 27
1
I 13. PIPELINES liFLALL BE KEPT FREE OF D .ROCKS /KIND
1 --
. CONSTRUCTION. MECFLAWCJIL CLEANING MAY BE REWIRED AT THE DISCRETION OF THE
4 %
)
BOUNDARY LINE
t
�� .. i CHIEF INSPECTOR.
i., s 1,
�• � 4 I
fr
O \ i 4. JOIN'fs AI� RED UNDER PAVERS bECdR/CTN� COF1�G'RETE, ANO
1 ItES1it11INE[I N�CUI _ ,
-PROPOSED SEWER MAIN IC SCALE
1 ,. 29 51 ,
GRAPH 1 y � ' Lli7 P" ,, I 1T•Mi000H EACH ENTRYVYAY TO THE PROJECT. NO WATER PIP�UNES SHALL BE MUST
,.�`
30 1
.I
_. � UNDER CURBS OR SIDEWALKS.
�o
Jim
i
000 I lop"- . .
PROPOSED
SEWER LATERAL o l.OY '
11tt. s<No WAT�t LINES ET'ER BOXES SHALL 8E INSTALLED IN D111VEWAYS.
1 aERVIctE OR M
1 31
1 I 89 I
49 .�
,--, _
i
PROPOSED WATER MAIN �+
' - I LOT'Nlr • � �: 1t3r THESE PlJ1INS MAY BE SUBJECT TO REVIEW ANOV�OR REVISION E4'If CVWD IF OONSiRUc"C10N
J
. 32 HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN I!1 CVWD
��
't IN FEET s•+ -
JEl1
DRAWING AL BLOCKS.
--j APPROVAL
1
WATER SERVIC
E t
JIB .1
PROPOSED W PR 33 , . , a't __
s 0 1 I .. i w
i inch !>0 !t S' t .� 47 ., .., �, ,
�. , 3.•. _.._- - �. r
PROP 18 (�..I. 1 t
74 P �-1 � ��. I . P. 17.00NTRACT'OR SHALL CALL ROUNLS SERVICE ALERT Ai 1�OOi•442� 3;! AT LEAST
. t .. _ _I Q _ �, 4JHDERG (L�►�`
-► _ L?
PROPOSED CENTERLINE
. 34 �1 � � !19 7n I '1vYo WORKING DAYS PRIOR TO START OF Am PROVIDE THE CVWD
�. . _
OR THE USA NUMBER PRIOR TO EXCAVATION.
.. WATER L E
Q1
� \ -
.RIGHT OF WAY � 1 PROPOSED 87
INDEX MAP I
SHEET �' »
3s ae
POSED ED
GE 0 F P.U.E.
-
PRO
7
t.
>!m
.yam
r , S
.ram_.. ..- W.,�� .�y y..,
N0. DESCRIPTION
SHEET _ �� �,,% ) w pontttNle tte!'Mra1
PROPOSED FIRE HYDRANT
� PROP. 12 D.I.P.
-� , r : f l �1 110 1181 /
TITLE SHEET /-� � m ,M 11t9
m ne ,
1 TL
/ I Z104 ] ]08R MANHOLE O , L / yg ,
PROPOSED SEWER 2 PLAN & PROFILE:
STA. 10+00.00 TO STA. 15+83.55 /_ y WAT NE
r �� I ,
3 PLAN &PROFILE. STA. 20+00.00 TO STA. 30+00 00 1
PROPOSED BLOWOFF ASSEMBLY TA. 30+00.00 TO STA. 35+19.77 40
HEET -
4 PLAN dt PROFILE. S I 1
STATIONING VARIES _5 PLAN & PROFILE: S ;t'1AC7 2
PROPOSED BUTTERFLY
VALVE
• r.
► a 216=PROPOSED REDUCER ABBREVIATIONS -- --- -
PROPOSED GATE VALVE
o
AC
ASPHALT CONCRETE
ASS'Y
ASSEMBLY
PROPOSED STEEL CASING
A/V
AIR VACUUM
BC
BEGINNING OF CURVE
PROPOSED A/V RELIEF VALVE
__o
BV
BUTTERFLY -VALVE
PHASE 1 LOTS
%a
'
BO
BLOW OFFC&G CURB AND GUTTER
PHASE 2 LOTS
xx
IrL
CONST.
CENTERLINE
CONSTRUCT
D
DEPTH
DEFL.
DEFLECTION
UTILITIES
DI
DUCTILE IRON
DIA.
DIAMETER
COACHELLA VALLEY WATER 'DISTRICT
(760) 398-2651
DIR.
EA.
DIRECTION
EACH
SOUTHtRN CALIFORNIA EDISON
(760) 202-4291
EC
EOP
END OF CURVE
EDGE OF PAVEMENT
THE GAS COMPANY
(760) 323-1851
ESMT.
EVA
EASEMENT
EMERGENCY VEHICLE ACCESS
EX.
EXISTING
VERIZON
1-800-483-5000
FH
FIRE HYDRANT
FLIT.
FUTURE
TIME WARNER
(760) 340--1312 EXT. 281
GV
GATE VALVE
INV-
INVERT
RVI
UNDERGROUND SECE ALERT
1-800-227-2600
IRRIG.
IRRIGATION
'
LAT.
LATERAL
LF
LINEAR FEET
OWNER/LAND DIVIDER
MAX.
MAXIMUM
MET.
METER
MH
MANHOLE
NAME: ND LA QUINTA PARTNERS,
LLC
NO.
NUMBER
NTS
NOT TO SCALE
CONSTRUCTION NOTES AND'QUANTITIES
ITEMS -t
QUANTITY
INSTALL 18- D.I.P. WATER MAIN w/ POLYETHYLENE ENCASEMENT w/ RESTRAINED JOINTS
2511 LF.
INSTALL 12- D.I.P. WATER MAIN w/ POLYETHYLENE ENCASEMENT w/ RESTRAINED 'JOINTS
109 LF.
INSTALL 18-x18-x18- D.I. TEE
4 EA.
INSTALL 18-x18-x12- D.I. LEE
1 EA.
INSTALL 12"x12"x12- D.I. TEE
1 EA'
INSTALLL le D.I. BUTTERFLY VALUE, EPDXY LINED AND COATED
15 EA.
INSTALLL 12- D.I. GATE VALVE, EPDXY UNED AND COALED
3 EA.
INSTALL 18"x6- D.I. REDUCER
4 EA.
INSTALL 12`xe D.I. REDUCER
1 EA.
INSTALL 6- BLOWOFF ASSEMBLY
4 EA.
INSTALL r BLOWOFF ASSEMBLY
1 EA.
12-x22.5' D.I. BEND
4 EA.
18-x22.5' D.I. BEND
10 EA.
18-x11.25' 0.1. BEND
5 EA.
INSTALL le BLIND FLANGE
1 EA.
36-x10' STEEL CASING
1 EA.
2ex10' STEEL CASING
1 EA.
INSTALL r A/V RELIEF VALVE -
1 EA.
• - AVENUE 53 PCC POINT OF COMPOUND CURVE
PROPOSED FUTURE VARIES X VARES r.�s.. rnm -Fo '
ADDRESS. 81 100
R R DRAINAGE a DRAINAGE 4 } �
R POINT OF REVERSE CURVE EASEMENT R EASEIWENT �• O
LA QUINTA, CA. 92233 P C R/w /w ,
17, Ow$j 4 of cover al.w.+ ,...r.,... 7 5. w; >
R PROPERTY LINE vaoPosED so FUTURE 20' o FINAL GRADE
.. .. - .•.I LANDSCAPE 1 PUE' PUE' t '� rro M. .
TEL. No. 760 391 5072 PROP. PROPOSED t SE7eACK t �4 .� 14
t SETBACK 4' REINF 10 •1 10' t .
PUE PUBLIC UTILITY EASEMENT aa�q IrIN.� wIN. � REINFORCED r OF �
swain nm97a
PZ PRESSURE ZONE t Dt ca OSED •FINAL GRADE
1 ,� ( (oEooMPosED
RED. REDUCER vAR+Es W cwwTE) dtAwTE m -_ DRY EYEROENCY VB•IK:LE 110f 33
RP REDUCED PRESSURE 1.5 DRY
YAX 711 UT1UM . SECTION
PZ PRESSURE ZONE 10Minn >v <
a CONC < � 3 SOUTH OF BOSS STREET ,
PURPOSE TRAIL ,
HT OF WAY PIKE a GUTTER ; .. R/W RIGHT N T.S. ,,
tS GROUND
4 OF COVER .,
w SIDEWALK •� -
DIAL TOLL FREE
S A.C. PAVEMENT
O
• O FINAL GRADEv
STA. STATION AND BASE 4. OF COVER BENCH MARK DATUM CORRECTION.
O FINAL GRA
DE GRAYAVENUE CROSS SECTION
-- - TMH TOP OF MANHOLE NTS. -
1 800 227 260� Wl
AVENUE s4 cross SECTION B�cuR6 TRACT 1000.00 FEET FROM ALL ELEVATIONS SHOWN
TYP. TYPICAL ' SUB
N.T.R.T LEAST TWO DAYS HEREON TO REFLECT ACTUAL MSL ELEVATIONS RELATIVE
• VERT. .VERTICAL yy
BEFORE YOU DIG AY P STATIC PRESSURE - 67.00 P.S.I.
VCP VITRIFIED CLAY PIPE TO THE BENCH MARK DATUM.
F N WB WET BARREL WATER WORKS MATERIALS SHALL BE RATED FOR 150 P.S.I.
uNOERCRouND SERVCE ALERt of souTMERN cAu oR IA ` , .
7595 Irvine Center Dr.
STAMP BASIS OF
BEARINGS BENCH MARK CITY OF LA QUINTA DRAWING NAME:
D
Suite 130 WD AVENUE54-05-01
C46559 92618 c
P.E. Irvine, Ca.WATER IMPROVEMENT PLAN
6® Rp L• THE NORTH LINE OF THE NW 1/4
RICHARD L. LA c � PROJECT No. �
Phone.. 949.453.0111 � ,� � .` .� ,
6 30 07 c, P SOUTH, PD 3 3W
/ / � OF SECTION 9. TOWNSHIP S '
EXP. Fox. 949.453.0411 AVENUE A 11 D
E �� RANGE 7 EAST SAN BERNARDINO MONUMENT IN HANDWELL AT THE 0001 M
1 ELF N0. C46u' 9 �
INTERSECTION OF WASHINGTON ST
ocP• 6-30-07 BASELINE AND MERIDIAN PER PM 1 ON
_ TITLE SHEET
: & 42 AVENUE ELEV=117.05
Consultants Inc. 44/67 68 SAID LINE BEARS
Nr p
_ N89 4612E TRACT MAP. N O. 33076 1 SHEET 1 OF 5
DESIGNED BY:T.B.• CHECKED BY: J.W,P. SCALE. FILE No. ����
S.B.M.
._ _SOUTH 1 2 OF SECTION 10 T.6.S. R.7.E. S.B
REVISIONS DATE NO DRAWN BY: B.S.W. DATE: , .09/23f05 'I -500 0502
rlelQ7A
LINE TABLE
LINE
I LENGTH
BEARING
L1
31.18
N00'13'04"W
L2
146.86
N01'3828"W
0
405.51
N24'08'28"W
t ' !
• i r t ! 1 r
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�• _ = PERIMETER- E
a i
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t .. ._ __.. +--1.._. _-. -, i d tv O II cD I .. O mot+ - _ _ I s 1'� ,
i l i t. 1 1 O d U ,^u� W O V V a• i ' O M� O' Z p '
4
4. + ♦ x i t 1
t Lt_ W
1 N O • . J F-
n (y�
{, 1 _ W o I-- sn ,
' - •• - - -._ .. .i ♦♦ + Ott •---
-- + W J t ,
f I OO W t7 O p V - _ _ . , . OEl Ili N - • . X [D C9 �aJ ,• , ! r ,
06
r t _ ,._� hr_ O cn_
_ . _ _.:.. :.L_....J__. __.t_•. _. t t F, to .� 3 = z +'�'z + z o
1•- W r Iln N M N cA N _ ...$i h + - --- - i
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1 s 1 ! t ! r at �••.
Q {�
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t0 t
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1 ! I t .1 , 0 9 ¢ h ¢ab d
_. ._ _ I _ > , cn ul
i PROPOSED n - • - • cr ..
1' ,.1
__ _._ _.: y . _ -� : -• - -: FINISHED SURFACE
IN t ; i A E R WATERLINE 1 1 - h $. PROPOSED ap ¢ 1 t
i _
-�- t
i t I _ v M a0. • . 1 _ . f1hI €D SI,IRFACI t ti
O oo M x ,
-•! r 1 � Ay�R N�j
,. 31� � :. :. 1 _.. 0 R WATERLINE I� E . .r (� • fc;0
O � i
Zt;s�•• •� I - -
1 __ Q • I - ,
• T' t s r to _ _ _ .. _ .. � .. _: ., ' t _ .•. _ • - --
! 1 . _ .. _
! _
_ _. t_ _. .., - --
! t _ S 0.0(y0O
. , 1 ! S 0.0496 68 .„ r
:.s
r r ,
1 S 0.0256
I . ,. I ,
1
t . f
. 1 2 i
! Q(� O O l _
_ Q�� VV�/
��.
, S Ot0000 _ 1
W
..
, _ 1 60NiST1itJC�' 1 b& 5
X tG X O
t
L -0, � WA RUNE w P�YETHYLEN '
... t � Wrn wrn ,' O.bOdO S- 000 TE r •
i = i
. - ENCASEMENT
1
1 . ,
_ r!r RESTRAINED JOINTS
I 1 3 : s
• - { /
1 ,
-
• ._._ :.._..._ i
.980
i ! 1
_ : O O► 1 ► _ sJ Z 1
1
i
.... .�- - - -. _. WATER
P� PROF] 1 r >n - z _ � W WELL �1T�1 ,
flN C-TORS io- t �( E• HQRiZ'OtJtAL' -dc� - - -
t _ - - M r.
TTRRH� F` IS NG WJ4TER INS
TICAL :LO AThOf�i O E _ _.!. , _ ¢ 1
I- r ! i
RIOR IT01 THE START �F CO NS'f;RU TIbN.: AN.Y r _ LP._ z _ _ .CONSTRUCT .18 _ D.LP.. _ _ T
t a O . _ . _ "... _ - - 1 - - CONSTRUCT 36. 1 D. -�I _ O .. _ -
: -
s t o o : o 0- N •w THYLEkE
* • - - FEREN ES: SNOUL+}- �E REP A -T+<} T1•IE - - -
iNATERUNE w POLYETHYLENG WATERU E / PdLYE ,
N INEER AS SOQ AS P SSIBLE. ' • .. _ CONSTRUCT 34.1s 18 D.I.P.WATERLINE w POLYETHYLENE ENCASEMENY r a y�
- �--•• 1 � . . _ _•.. _..._ . _ ; •-, , .� • + � � -. T •ENrrASEM�IT • w RES1`RAItVD JOINTS ENCASEMENT w/ ESYRitINEb ,it'S1N'f$
! 1 w RESTRAINED JOINTS ► _
! ! - _ L _ _,-
t ►
• - _ H-SCALE. 1 - 40
t t r '
�A AVM TAR Pf FI E
1 ATER RI�FILE
! _ - - - - 1 _ V-S ALE.1 4
.04
, ,
+ 0+00 _ 1 50+
00 51 00
+ � 44 00 1+00
+ + 43 00
4 41 00 42 00
0+00
PROP. CURB P -
N
do GUTTER PROPERTY LINE
,
1
1
i �
1
! (
TYP. /
,
t
1
(, I PROP IGHT
I 1 1 STA. 43+34.16 K ST. WATER /
. I _
i
OF " /
I T WATER 1
STA. Q+00.00 G S .
1 r PR
HORIZONTAL do 1
I I OP
TO VERIFY THE H /
1: CONTRACTOR/
1 I ,
1
R P R
tN T 18 x18 x18 D.I.E
PROP.
AP S
t _: � LAND E MULTI USE /
VERTICAL LOCATIONS OF ALL EXISTING UTILITIES _ E .CAN , I - / -
! t NT 1 Y VALVES /
& GUTTER
N. 0 RHEAD . EASE do (3) 8 B FL TRAIL /
PRIOR TO CONSTRUCTION. ,.
1
i / 4 STEEL CASING
EX. 18 WATER LINE 3 2 S
i STA. 0+36 00 ,
••I � PRO _ .
/ r w I
1
PER CVWD 0 # i / »
0 VERIFY THE HORIZONTAL dt: EX. GAS RI TER I TA. 41+31.15 BC / INSTALL 18 x6 D.I. REDUCER
2.' CONTRACTOR T � N PE Sr /
' _ I � � / / • ! T I ? � � --_12 D.I.P. MAIN 0.25
WATER LINE f 1 t"� / 1 Gv I i I,
VERTICAL LOCATION OF EXISTING TE L ( 12-
i WALL _ do 6 BLOWOFF ASS Y ! I ♦ ,
ANY: t • ! t it i r
PRIOR TO THE START OF CONSTRUCTION.I I TA. 41+80.65 PRC ,(
'/ / X. 1 t _ 3 8 WIDE
DIFFERENCES SHOULD BE REPORTED TO THE
• , I 78 PROP. RUE � _ / � E 6 � � � � /
_-. / / t I i I , �, ; W4x13 STEEL STAINLESS
PRC IRRIG. t , BEAM BETWEEN
ENGINEER AS SOON AS POSSIBLE. b 4 � I PROP. T SJA. 42+05.43 � � I � I � � I
E t 1 / /,� I / : STEEL STRAP
FUT. EDGE 1 _ I OF WAT - f PIPE JOINTS
t I � / 4' � EX. 36
V
• I STA• 42+ 46 EC / / ( ! t
PROPOSED WATER PAVEMENT 1 I � NOTE•
3. ALL STATIONS REFER TO OF i / /
i _ CEtl� IRRIG. I I . BLIIY� - _ � � •
► ! _. _ _ ^. - ` r EX. GAS
MAIN CENTERLINE.
1 �. / r
X. RIGHT OF WAY ! � _-_.. •� � / � / T M RAIN , i ( T .. , .;
E r - _- - _ -,l_ J P13fOP. 36 S OR D T NNECT TO 18 I �!
, ., CONTRACTOR 0 CO .' »
TYP. t - - - _ '-= -� � R GOLF SD :PLAN LCiI � 1 4 x1 2 .•
( ) t -- _ r - = UNDER DIRECT DISTRICT i I WELD BAR TO / /
ANENT STRUCTURES I y �� -- -� �-/ / B FLY VALVE U
4. NO TREES ANO/OR PERM 1 ! ` _. _ / /
! , . I - / INSPECTION. DEVELOPER TO MAINTAIN I EX. CAN BEAM (TYP.} STEEL BAR
SHALL BE LOCATED IN EASEMENTS. I t , , i � / �
L26 C� ,� _ a / IN TALLATION AREA AND INSTALL t W� _ ' I OVERHEAD
w M I /� S _
STA. 40+00.00 K ST. CS / FINAL PAVING.
NOTE 1: NO SPIRAL WELD CASING ALLOWED.
, ( .1 _ � � • ' : � • I EX. RIGHT OF WAY
AVE4 A 71 + R DWG. 1643 ,, 1 / I j
w r ".. 1 I , .,// a� 4 - - + NOTE 2: ALL JOINTS WITHIN CASING SHALL
ISTRICTFORCES .TO INSTALt'"18 xT8 x $ 1 �- 1 00 / STA• 50+00.00 WELL SITE WATER
� r I 1 0 �, /' � � Zt. � t I PROP. 20 BE FULLY RESTRAINED. ,
t ( t o0 1/ ( t ! 1
S ) u'� TA. 4+6 PE 4 1
Oa�TEE"„�c•",(3)�18 ^B FL�1(,VAL , I .! I C? � / _.. � WATER EASEMENT ;
_ / W I I
• i � ,. � 'F ES TO INSTALL 18 x18 x12 - ,
NOTE• o4'T"DEVECCf�R S E�CPEI�SE'I -� � ` DISTRICT ORC I t t
t
r s �4 i / I ST
EEL CASING DETAIL
_ _ _ _ _ �":T:'°'�EE.""'(2�'18 ,'$'FL"Y'�%ALVES"'�-..- i,�"'i-2 f t i STA. 1+08 65
» t I - PROP. MEDIAN r, STA: 0+ .50 t �; »
CONTRACTOR TO CONNECT TO 18 ! Y�/
t �:1GATE'"VACVE AT'OEVELOPER S'EXPENSE" I INSTALL 12 x12 x12 i. TEE,� ` ;' N.T.S. ..
t 1 I PROP. IGH ISLAND 7 s / INST 18 x11.25 D.I. BEND Q: I "
B FLY VALVE 4JNDER DIRECT DISTRICT i , 1 I PROP. 24 / /}LL (2) 12 D.I. GATE VAL (1)
'' i I OF WAJ r. i L.L - I »
INSPECTION. DEVELOPER TO MAINTAIN r T
TORM DRAIN �� �'
X. IGHT I i ! 1 o BLIND FLANGE. (1) 12 x4-
EX. 16 ZR TYp �� Q 27 I r
INSTALLATION AREA AND INSTALL I PER GOLF (� 4 ! f
IRRIG. I OF WAY I -
, � ( � , � D.I.RED. ' & 4 BO ASS Y
PAVING. W ! I SD PLAN EX. ROAD o -
FINAL G ; I ! �
- -- 1 PROP. Pal iEASEMENT
EX. 36 , t 1 • - - -- - - -/ STA. 0+36.00 i I 24 x10 STEEL
1
r
I
LINE TABLE
NO.
YEARING
LENGTH
L22
S75'24'15"E
36.00' '
L23
S64'09'15"E
31.50'
L24
S75*24'1 5"E
4.50'
L25
N14'35'45"
62.70'
L26
N00'13'04"W
131.15-
L27
' N00'13'04"
117.00' -
IRRIG. , ; '. N P. LANDSCAPE / l / !' / INSTALL 18"x6r ,D.I. REDUCER 1 I CASING PER DETAIL PROP.
t I / w t PRO .
! EASEMENT �� / / LOWOFF ASS Y I -ON THIS SHEET
Q � � dt: 6 6 I �_ a
EX. 18 WATER LINE I RIGHT WELL
ELL x
i I I PROP. / / �� , PROP PERIMETER
% 43 1 EX. TEL ( OF WAY
/ / ,, PER CVWD DWG. 116 2
! AINTANA / 1 SITE ;.
! ! M CE,` . TERUNE i WALL" . .
1
! I / PROP.
ACCESS AD / i
I
! i � � I
1
1 _
i / T 1 N A E I _ T. EDGE of PAVEMENT
FUT. 1 M Tl
� , I PROP. t I , / �: -MULTI-USE
USE ,... '
1 • //PROP..RIGHT _
- E I PROP. RIGHT 'WAS( � / � _ 1 � TRAIL
- _
MULTI US (•• I +
I I � TRAIL /OF WAY(TYP.}CENTERLINE
l
1
uE WELL
!
ROP. a SITE WATER PLAN � / P
!
CURVE TABLE
NO.1
DELTA
RADIUS
LENGTH
TANGENT
C3
7'56'40"
357.00
49.50-
24.79-
C4 '
4'07'41"
344.00
24.78'
12.40'
C5
10*59'50" :
344.00
66.03'
33.12'
• t I PROP. '/ �O• �
! �/ T. 18
' RIGHT I,r / ' C•V.W.D. DRAWING APPROVAL.
,I N
/ / PROP PU . ATER LINE i t
• OF .WAY / / 1 � / � FI
III
LI22 /
/
.
I!
BASEMEN22 LID
EASEMENT 7.0. «.. 1
Q
, t , GRAPHIC SCALE
v
GRAY AVE. WATER PLAN �• p .P..
1 NORTH
E
DIAL TOLL FREE • , BENCH t>rtARlc DATUM OoitF2ECTI0AV:loj
S Ito,
_ !
1-800_227a
2600
SUBTRACT 1000.00 FEET FROM ALL ELEVATIONS SHOWN `
AT LEAST iW0 GAYS M ELEVATIONS RELATIVE
1 fah 40 !t
BEFORE YOU DIG
HEREON TO REFLECT ACTUAL SL
TO THE BENCH MARK DATUM. i
Ui'ibERt;ttOUfr'D SERVICE ALERT 0� SOUTHERN CA
LIFORNIA
STAMP BASIS OF
BEARINGS BENCH MARK CITY OF LA QUINTX DRAWING NAME:
ID 7595 Irvine Center Dr.
Suite 1 0
WD AVENUE54-05-05
Su t 3
IS C46559 was,
! Irvine, Ca. 92618 _ °wi
P.E. Ir" . WATER IMPROVEMENT PLAN
RIC ARD L RK Phone: 949.453.0111 4� �.+� THE NORTH • LINE OF THE NW 1/4
. I , 1 s 30 07 � ��" 4 TOWNSHIP SOUTH.PD 3 3w - - PROJECT No. ,
EXP. / / 6F' SECTION 9.
r Fax 949.453.0411��AVENUE 8t WELL SITE
ol NO. C4=9 RANGE 7 EAST. SAN BERNARDINO MONUMENT IN HANDWELL AT THE 0001 MD
EXP. 6-3o-0� BASELINE AND MERIDIAN PER PM INTERSECTION OF WASHINGTON ST
, STATIONING VARIES
!} Inc.T
I
�Q n s u 1 a n is 1 n C• 44/67-68 SAID LINE BEARS & 42 AVENUE ELEV=117.05' . .
cN�� �. Nag 4.6.12"E TRACT Ell P . N O 33076 -1 SHEET 5 OF 5
DESIGNED BY:T.B. CHECKED BY: J.W.P_. SCALE. FILE NO. ''�cfa,,,-:,�'' N
• r _
1 .M..
• 1 • - •rl•yw
SOUTH 1 OF SEC`f�C�t�' 14 1' R.7.E B
.DATE NO DRAWN BIY: B.S.W. DATE. 09/23/05 1 -40 �...._
0502 f3go0f3
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