50964'4 Q9&rCV
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
Finance Revenue Code E-1
1% TLC
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
Minor Improvement Permit Class IV
DATE:May 23, 2006
LOCATION OF CONSTRUCTION (Street address or Description): Mirage at La Quinta TM 32279; Avenue 58, west of Madison
PURPOSE OF CONSTRUCTION: Install (1) one 8-inch stub -out connection. Work Order No. 110.426.1
DESCRIPTION OF CONSTRUCTION: See attached plans
DIMENSION OFINSTALLATION OR REMOVAL: As needed
APPROXIMATE TIME WHEN WORK WILL BEGIN:May 26, 2006 TIME -OF COMPLETION:November 27, 2006
ESTIMATED CONSTRUCTION COST: $15,000.00 (Including removal of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS: CVWD to own, operate and maintain
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 at (760) 777-
7075.
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 worl�._
�.; , i�,Mff
,MEE..
Coachella Valley Water District - Julie Kretz P.O. Box 1058 Coachella CA 92236 (760) 398-2651 x3540
Name of Applicant (please print) Business Address Telephone No.
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
NA
Contractor's License No.
City Business License No.
.Self -Insured NA
Applicant's Insurance Company Policy. Number
FEES: 'Subdivision Improvement Permit Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL.
$NA
$No Fee
$
$No Fee
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5096
DAT APPROVED:
EXPI�TIQN DAT
BY: 1 ..
Administrative Authority
T4hf 4 4Q�rw
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 5- Iq- ptQ
Tract No: 322'19 Project N. h; f a e.e 0.�
Vicinity:__ &t,nQ& 5% . u)9.Sa- C41 Madisov,
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.)_---��-u c�,t
"-64 emn"On-Work DrAgr W,-110.411k.L. CVWD}2 mn,00ex2r_ aa%A wtaA:a LiyL
Description of Construction (Ex: See Plan Set No. 01234) Sow aAA a:s .
Dimension of Installation or Removal: As nezAzA
Approximate Construction Start Date: 5- 24o- p�.
Approximate Construction Completion Date: l l - 2"i - ow
Estimated Construction Cost: $ ls, voo
Estimated Constcuctibn Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent. resurfacing and or replacing improvements
Contact Name: �j,, Q, ( }Z Phone Number: 3q8- Z45l
Name of Applicant/Owner: Coa,�%e La_ VOAL4,tn L gLAt - bis6c+
Applicant Address: 'pp- 00x lorvg Coac kaj.rt= EGA, g223(o
Applicant Telephone Number: _(-tbo� Mg- 2(vsl e4!44. ssgc)
Name of Contractor: ULAX>
Contractor Address: 'off-_ p4,' _apx toy$ Poaschella_ C4 `12=0
Contractor Telephone Number: (-tmD� 3q$ - Zeo51
Contractor State License Number:
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -
Applicant or Contractor. General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee: , f
Permit Fee: A 1�
As -Built
Deposit:
Dust Control
Deposit:
Credit
-- Amount- ----
Office Use Only:
Assigned Permit Number. S o l
Approval Date: b
Expiration
Date:
Issue
Date:
--Ainistrative-Authority:--''
TOTAL FEE DUE: No t-e-c..
City of La Quinta
The following General and Special Provisions are.attached to and made a part of
Permit Number 5096
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 dean 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 dose 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 ( " MIA ") 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 ('W) 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 penmittee. 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.
® RI 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 (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 ( " N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) 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. '
PERMIT NO.5096
CVWD / Water Stub out Connection / TM 32279 (Ave 58 w/of Madison)
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 permittee 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.
Streets shall be kept clean. They sliall 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 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 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.
8. 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 5
PERMIT NO.5096
CVWD / Water Stub out Connection / TM 32279 (Ave 58 w/of Madison)
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. 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.
11. 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.
12. 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.
13. 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 Associate Engineer at 777-7089 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test locations. 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.
14. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Associate Engineer) of the private land owner whom is being
encroached upon.
15. 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.
Special Conditions Page 2 of 5
PERMIT NO.5096
CVWD / Water Stub out Connection / TM 32279 (Ave 58 w/of Madison)
1.6. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable at the posted speed limit.
17. 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.
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.
Special Conditions Page 3 of 5
PERMIT NO.5096
CVWD / Water Stub out Connection / TM 32279 (Ave 58 w/of Madison)
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.
18. 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..
19. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
20. Access and egress to all local properties shall be maintained at all times:
21. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 1.0 § 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 City approved 3/" max medium asphalt
concrete as the base course lift and a City approved %" 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
Special Conditions Page 4 of 5
PERMIT NO.5096
CVWD / Water Stub out Connection / TM 32279 (_Ave 58 w/of Madison)
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 V 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.
22. 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.
23. 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.
24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
25. 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.
26. 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 5 of 5
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LAST
ACCOUNT NUMBER,
TRACTS 30096, 30487
A SURVEY. TNC INrptMA11ON IS KLICVCD CONRCCT PUT
SHOULD 1C USCO ONLY FOR rACLININ V OCCIC-
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UPON 0 OUCST• AVAILAOLC AS IUILT INrDvR ^^ION WILL PC
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APPROVED.
OCT. 1991 DIRECTOR OF ENGINEERING
V
Account No,
0607214
I
r
21 -
4
yR
`P
t
•
6 - 7 - 28
- 1
SCALE BAR
IN FEET;
2
0 100
00 400 600
800
I
1
: , .
1
P
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10 .U.E. f 1
P.U.E. i 6 6
10 ,
4 1 2 _.
0
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1
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VICINITYAP
M i. 5
I
I
_-�
STAN
DARD SPECIFICATIONS ,
I FORM T THE S I SIiP,1.L CON O
_. AND CONSTRUCTI
ON MATERIALS
1. MA
8
ALL
,
. 1 OF
$ SPECIFICATIONS) STANDARD S SYSTEMS ) R E S ATE YST
TR
IOh OF DOMES
TIC W ,
UCT
F HE CONS
F 1
1
I
FORT
HE L i
I
CVWD
ER DISTRICT
AL LEY WAT) s
R
THE COACHELLA V
ffi CONC.
1 6 CON
NT ,
E l euc unurY EASEMENT s
PUE
PU
BLIC
1
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l.
S. TIDN «� : A.C.A C. CALIFORNIA
,
D REVIA _ I STATE OF
ABBREVIATIONS: _ r �--� � 1 _ CLASS A OR C 34 3TA ..
2 SHALL POSSESS A VALID C ,
A Y CONTRACTOR RIGHT OF W 1 1 I RW z '� �
i j
1
.� S LI
CENSE. NSE
NORTH a
CONTRACTO
RS
N SIDEWALK 1 .. .. ... ...
SW s _ .
3 COVER ® . �, ...
a
- D
CONC. WEDGE CHIEF IN
SPECTOR UPON RE
CEIPT OF APPROVED
ACT CVW D'S CH
CONE
A TER .
V' ® CONTRACTOR SHALL A OVER RA
SOUTH A.C. P 3 C a coNT
CA 1 ( . . S TYPICAL `FINAL GRADE a 1
TYP
N CONFERENCE. NO CONS
TRUCTION
TIDN SH
ALL
r STRICT 10 CON E
R TYP P ECON CUB E R .... I E TH
E ) w
INGS TO ARRMNG
AS DRA AND ( A B
27 GRADE WA TER
1
FINAL GR
EAST 1
oNs E AD ELEVA n CONFERENCE.
P \
PE RB do PRECON ST RUCTION
C. CU THE CON NOR TO
,
I
BEGIN PR
s
r s 5 x-
T DR 4 1 WEST, M AIN I R TYP
STORM GUTTE 8 . f �
W � .,
B OP OF CUR )
rc
- r .,
c T THE D PROP O
OF MATERIALS TO RE USE ..
i CVwO A UST �
CT HALL SU
BMIT TO ,
RI
1
OR S
ALT CONCRETE VARIES . " PH DEPTH ,.
AS 0 USED.
AC OW LINE OF GUTTER PRovEO LIST MAY _FL c Y MATERIALS ON THE AP
FLG CONFERENCE. ION CON ERE
PRECON.. TRLICT
a,
w. AT
n OTHER PER
TINENT D A.
R SIZE AN o
MANUFACTURER. o�_ MODEL.
O 4.3 SEWER E OUANTTtY
2. TO I NcxuO
CURB AND GUTTER LIST SHALL !N OF COMPOUND CURVE C&G POINT C
PCC .
I _.
ffi
�o VARIES
I DEPTH
S D
EWER
�1
S
►• a ION SHALL BE N .
N r INSPECTION
ME T ASE CURVE, . , � FOR INS
E R U . Es REVERSE C DINT OF R .THE P Y CVWD _ ESMT. INSPECTED B , BPECT C : IN . PR sF4v.L BE
I oRK
w s 5 . ALL w
S
DEPTH VARIES E8 0 h B 1 TO
TWINS . 1 Guu
..
PTH 1 ACCORDA
NCE
WITH cvyvD's RE ..
DE
ND . D FINISH GROUND FG
Fl
.5 7. O TO 9 1 .
E'
no DAILY WI
TH TH
IREC N � s oAl
D URFACE row ACTIVITIES
D/R FlNISH S REDUCE HIS CANSTRUC ..
fS CANTRACTMt SMALL SC
e
FOLLOWING WORKI
NG
OLL 4P.M.R THE
i a P.M.P
AND 4.90 P.M
.. BETWEEN .30
CTION DEPARTMEN
T BETW
CH
INSPE
EA RN , CURB RETURN E N OF C C POINT PLACE
EA P YWODD
PCR CAL CHERR SHALL
TYPICAL C UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR
ROSEWOOD covRr
Q 1 DAY. IF vwD is
TYPIC
AL ROSEW
EXISTING FOR ANOTHER TIME.
EX. BEGIN CURVE 1 < RESCHEDULE THE WORK
BC
N t EDIA WITH M
IN ELE VAnoN
W
1
IE ND CURVE E To cvWO
E NOTICE
r PRIOR
C I woRK w►TI101lT _ E � T ,.ANICEI. SCIIEDtx.EO
AN IF 0
WIT
HOUT MEDI I
OI1Y OF
ONE HOUR OF MrBPEI'T ION TAME tOR EACH ,
CONTRACTOR S� ALL BE CHARbLD
LA RAL RIGHT LEFT CONTRA
7F RT ' LT NTS
LAT ,
: I.
N S OCCURRENCE. .:
r
r
R FEE FLOW LINE
LINEAR I .�
F FL , L
I
"7 ffi
a s
. INSP
ECTION SHALL BE REJECTED.
1 wrrlaur
MAXIM
UM N r. WORIc PERFORMED
- M R PERTY E
MAX
PO U
PL`
ER INSPECTOR
NUMB ( T THE
CENTERLINE a FUFirASHEO o
NO C eE
OF THE oC►MF' ACTION TE i t RIEBI�T$ SHALL
-I
I
S. .,COPI ES ..
BE
'. F OF COMPACTION TESTING SHALL ,
►TO F TESTIPIO. MMAMUAA FREQUENCY
NOT TO SCALE
RANT ASSEMBLY
Imo. PRESSUN
NIS FlRE HYDRANT .
E AND MID -TRENCH TESTS sFIALL BB coNtx�cT® ovER
I PPE ZONE - i LOW& A SET OF
T PULL BOX
A81 {1L
ST
REET LIGHT do P DETECTOR
.
LT I HYDRANT. DETECT
ST THIRD WATER
PROPOSED T EVERY T sEv�cE.
' PR N'f FEET AND A .. P I aoo
PRO 1! E EVERY
I
..THE PIPELINE
tt
OP OF PIPE a.
T OR MANNFolO CK P CHE
� TD
M ITY ANT
D U
S AN Q � I � NOTE — s
P
CON
STRUCTION
TIDN
OTTOM OF PIPE
a
P
B
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I IBUTION PIPELINES Z4 INCHES Rd DIAMETER ,MID SMALLER
IN
o. THE COVER FOR WATER o1sTR -
ES
GUTTER 8FIAL! 9E �D INCHES. THE COVER
I ESTIMATES
DEvgoPIrINBursWITH CURB AND o .:
i E RESIDENTIAL
CANT
OWNER APPLI
i ( ATER UT10N PIPELINES SO INCHES AND GREATER AND ANY PIPELINES
{
FOR W OISTR6
R
46 R 0 W.
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1
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NAME D.U.0 HOUSI
NG PARTNERS INC
.
I �
'ADDRESS 14107 N9NCHESIER BLVD.,SU!TE H ' I
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1 Ir
i s
I
LOS GATOS, CA 95032
i - I
66 550f
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LEGAL DESCRIPTION FV1-ONLY
6"
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SOUTHEAST 1
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QUARTER OF SECTION 21, TOWNSHIP 6 SOUTH, �, vim; ' R I i
TAN IN
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1
INO MERID
AN BERNARD ,
-RANGE 7 EAST S
A GRADE I I NL Fl
1
I I
ID TA7E OF l
RIVERSIDE, S I 1
THE COUNTY OF R �
. AV'T.
DRAIN- , ,
AC P
J
STORM DR
CALIFORNIA,ACCORDING TO OFFICIAL PLAT AND BASE I
4 5 7 6 -=
VARIES'. i
1
i
DEPTH AR
F. 1 THEREOF
,
WATER
2.0 TO 4.3
_ I
I
NC. WEDGE
CO
1 1 I
1 I
SEWER—` FOR. SE CURB GUTTER
FORMATION & 1
N � AGENCY I GEN
UTILITY A
DETAIL
1
C�TYP :.SEE E
AREAS ( 1
DEPTH V ,
J
srRlcr D! WATER 8 651 E'LtA VALLEY 76Q 39 2
WATER COACH
II
1 `
�e . B�'s SHALL BE BROUGHT
LOCATED IN
NoNaEsvema AREAS SHALL BE INCFIEB
TO SUBGRAM SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE
IS INSTALLED.
VALVES AND ,
10. POLYETH`13909 ENCASEMENT SHALL BE USED FOR ALL FERROUS PLEB.
�cTlvrrY
sons AHaoa WHERE THE eLECTRocar+��
FITTINCIB IN THE ARFJ►8 OF CORROSIVE
� {
_- R DIRECTED CVWD
- CENTIMETER OP J18
CUBIC CENTIIM
- - THAN uoo oHMs�ER ,
son � I EN
- THE �. OF
-) OWNER'S
11. ALL CONNECTIONS TO EXISTING FACntT1E8 WILL
BE 111DE BY CVW AT THE
EXPENSE. SOOTY DAYS NOTICE REClU1RED. CONMR * TOR SHALL START THE INSTALLATION
-IN CONNECTION PROVIDED.
T THE TIE
A
AC HALL BE AS SPECM=IEO N CVW D
1Z. THE SEPARATION BETWEEN WATER AND SE
WER FACILITIES S
NO. w-1 .
STANDARD DRAWING Asa
13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING
CONSTRUCTION. MECHANICAL CLEANING MAY BE RECU IRED AT THE DISCRETION OF THE
q
1 ,PEcroR.
CHIEF
14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE, AND Y
HALL BE *WALLED
WATER PIPELINES 8
AY TO THE
PROJECT. NO TE
THROUGH EACH ENTRYWAY
.UNDER CURBS OR SIDEWALKS.
DRIVEWAYS.
15. NC W ATER SERVICE LIMES OR METER BOXES SHALL BE INSTALLED IN
CONSTRUCTION R Y AFC ON
SUBJECT 7O REVIEW AND/OR REVISION a CvwD
E PLAINS MAYBES CT
Ie. THESE
Z 0 TO 9.5 _ 1
HAS NOT STARTED WITHIN 12 MONTHS FRCW DATE OF APPROVAL AS SHOWN IN CVWD ,
... .....
DRAWING APPROVAL BLOCKS. . ' 98 2651
WAT
ER DISTRICT
76 3 ,.
7E LLA VAL
LEY � .
R. COACHE I
SEWER: _ ,.
1
22-41 AT T 1 I 1 33 L 1 E ALERT SA AT -000 4 EAS
• ` 6 r►10 SERV'C U 775 L UNDER r+0 ...
800 303 . n CONTRACTOR SHALL cu (USA) DISTRICT ..... ) l AT10N D �
ELECTRIC. IMPERI
AL IRR1G
{ 1
v
R S LY - ci PROVIDE THE CVWD . '.'.
# FROM EAST SIDE TO WEST SIDE FOR o WORKING DAYS PRIOR o s T OF coNSTRucTKxr AND
_ WIDTHS ALTERNATE FR l M Tw
7 2200 800 42 •
COMPANY 1 � • • ,
E GAS CO EXCAVATION.
,
GAS. - THE � I OR THE USA NUMBER PR t TO ExcA
- N AS SHOWN ON PLAN SHEETS
I
INSPECT
POR nON & N L Y PORnO
5000 i 3 ._
800 48
IZON
i )
I
VR ONE E 191 . _
TELEPHONE: 1 .
R T
40- 1312
TYPIC
AL ROSE
WOOD
DC ov i e
WARNER CABLE .....:......... ....... 760 3
CABLE 7V. TIME ( )
7 2600 7 2 sCONTRACTOR- -,, ..:.. 760 2 ALERT .. . .
UNDERGR GROUND SERV
ICE AL .....
' . USA. i ).
_WITH MEDIAN I
i � 1 NO TES. udc Wafer General Notes -Final 7H 5l05
t �.
t
1
1
sHEET
2
. 1
0
D THOSE SHO 1 OTHERS AN OWNER OR
_ UCTURES REPORT
ED BY .
S STR
( — UNDERGROUND U1)UIIE OR
1.ALLU ER
NTS
E OWNER, BY T. 0 A TEN TH AND EX
APPROXIMATE L OCAnON , RO APP 1 THEIR _. INDICTED Wf 7H i OS ARE 1 TID
ON THE RECORDS
r I \ -
LIME..
I PURSUANT THERETO, AGREES TO ASS ,
` i S RECEDING Wl TH THE IMPROVEMENTS SUA ,
1 I THESE PLAN OR P _
EG EI�D.
9
_ I ACCEPTING
L ,
a
S REPORTED TO THE UNDERSIGNED NOT
E ARMLESS FOR ANY DAMAGE r,
D TO HOLD UNDERSIGN D H
• � _ _ - LIABILITY AN
S
l/MPROVEMEN75: CONTRACTORql NO1CAlID ORSHOWN ON THE RECORDS EXAMINED. THE IS REQU1RID TOTAKE DUE
.... S SHOWN AND ANY
OTHER MEASURES
-� OR STRUCTURE
� E UTlUT1ES ,
MEASURES ]n PROTECT TH
PRECAUnONARY MEASU
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LINE
� ,.: RIGHT-
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l
STRUCTURES FOUND A OR TRUCTU i Unll nES S
D ANY OTHER
_ OWN AN _ R SHOW , STRUCTURES � ES OR STR
E UIIUTI
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� TO PR
I 1�
I� 1 _ t /
i
unun£s R -
1 r r l OWNERS OF THE 0 . I NonFY THE lu To
ONS/B TY
1 RESP ACTORS
MP E SITE IT SHALL BE CONTRACTORS ' PEDESTRIAN RA �. � IH
I lr � _ _
K.
r NG WtOR
I n STARn
CONCERNED BEFORE GINGER J STR
UCTURES
IRU
r
L_ _
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I l r � r
1 .PVC
L_
AN 8 _ _ _ —
RM l EWE — _ S �— — —
r
GENERALLY ACCEPTED CONSTRUCTION
_ _ t'� 1 AT !N ACCORDANCE WITH
- I 2. CONSTRUCTION CONTRACTOR AGREES 1H
MANHOLE �- _ - - -
SEWER M -{ t_
C WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
A ENDS
PRACTICES CONSTRUCTION CONTRACTOR Wi
:i
SEWER DEAD FEIY OF SE O�IE T INCLUDING SA
OF THE PR C :
COURSE OR coNs7RucnoN ,
FOR J08 SITE COND1 nONS DU
RING THE COUR
_ - - Y AND NOT
_ _ .�— MADE TO APPLY CONnNUDUSL
_ - E PROPERTY, .THAT THIS REQUIREMENT SHALL BE x ..
R LATERAL
ALL PERSONS AND P ,
SEWS L
DEFEND, RIMER AGREES, TO C FU CONTRA TOR
ONSIRUCnON
R AND C OU S KING H
M11ED TD NORMAL WOR
_ EU
]RENCH RESURFACING (WATER) AiHE
INDEMNI
FY AND HOLD DES/gV PROFESSION
AL HARMLESS FROM AN
Y AND ALL LIABILITY, REALOR ALLEGE
D, IN
— —
CONNECIOON WH THE PER
OF W7RK ON THIS PROECT EXCEP71NG LIABILITY ARISING FROM
WAERMAIN 8 DIP SOLE NEGLIGENCE PRO£SSONAL
-x.
r
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rr�
PARCEL N0.
AND r8 ASSESSORS PA INDEX MAP .�
ATER VALVE 8 ASSES I
r W )
S ON THE PLANS
RESENTAnON CONCERNING THE ESTIMATED QUANnnE SE , APPROVAL
3. PA:D CONSULTING MAKES NO REP
_ _ - _ C.V.W.D.OfsAWING P AL .
SERVICE 762 240 11 1 -100
WATER SERVICE 1 ) SCr4l.E.
FIGURE :INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES
DIRER THAN THAT ALL SUCH �
EP HIS OW
N _I
RESPONSIBILITY TO PREPARE RESPOW
PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S s-sessessi
BLY AND FOR PER T PU4
RE HYDRANT ASSEMBLY V 0
CONSTRUCTION :AND OR COST PURPOSES THE ENGINEER SHALL NOT BE
23 . ,
— ANTITY ESTIMATE FOR CONS a�.wc :
RAIN GRATED INLET — — D �►
STORM D -- INDEX MAP LEGEND
F BETWEEN ESnMATED QUANn1iES AND THE ACTUAL QUAN7InE3 Ar THE ENOMM
RESPONSIBLE FOR ANY DEVIATIONS .
STORM DRAIN CLEAN OUT
— — —
BOL SYM sTRucnoly
RO MENZS nME of con►
i
/MP IiE �
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REDUCER
--f 9
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cuCcr ease
17EM ,�
DESCR1PnON
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QU AN7I71ES
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8 DIP HATE MAN P
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(RAINED JOINTS W �RES
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i GRAPHIC SCALE: 1 =100 PR ':.UNDER WE DIRECTION OF.
IN. THE CITY. OF LA QUINTA, STATE OF CALIFORNIA
NT INC.
&D NSUL TA S
TES � �.'0,
UNDERGROUND UTILITIES OF `BEARING s,
BASIS
OE
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/ S o DRIVE, surTE' s10 PLANS
N
OR R 8954 Rio sAN DiEG WATER IMPROVEMENT P R 4 V E M E N T :
OUND UTILIAES OR STRUCTURES REPORTED BY THE OWNER W E
ALL UNDERGROUND OF BEARINGS FOR .THIS MAP IS lHE Q
THE BASIS �
O Q F NIA 92108
ON THE RECORDS EXAMINED ARE INDICATED W11H � � u r7 SAN DIEGD, CAU OR
` OTHERS AND AROSE SHOWN A ` ERNARDINO MERIDIAN AS SHOWN k. �, R
THEIR APPROXIMATE LOCA110N AND EXTENT. THE OWNER, BY ACCEP1ING THESE
RANGE 7 E., S N 8
�— F _ , TRACT N0. 32279
LINE OF SECTION 21 TOWNSHIP 6 SOUTH, Q` �Cq,,� PAIL R. KANE EXP. DATE 6/30/07 TELE (619) 291 1475 FAX. (619) 291 14 6 SH .
I SOUTHERLY � Q -�`
PLANS OR PROCEEDING Wi1H IMPROVEMENTS PURSUANT THERETO, AGREES TO r
N.89 4025 E. R. 44016BENCHMARK-
ASSUME '
ON TRACTNO. 28034 M.B.258 0, 1 E. _ R
1L1T AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
/7 Z
t LIABILITY
CANAL BRIDGE 2 I TA r
Na 440, s SCALE cur eox ON souTHEasr WING wacc of MIRAGE O F LA Q U N
RESUL 11NG FROM EX/SIENCE OF UNDERGROUND UIIUnES OR STRUCTURES NOT w ►� APPROVED BY. CITY OF LA QU/NTA
Underground Service Alert . s 30 0�
ON 7H RECORDS 9 / / SEE ABOVE MALES SOUTH ALONG JACKSON STREET FROM HIGHWAY 111, 3 ,
REPORTED TO THE UNDERSIGNED, NOT 1ND1CA7FD OR SHOWN E
* - OF SHTS.
ALONG AVE. 50 45 FEET WEST OF
THEN 2 MALES WEST AL ,
ECAU7)ONARYT—APP M
RED TO TAKE DUE PR
IS REQUIRED
Q • E CONTRACTOR
AMIN ED. 7H
EX
R
ICaIi.TOLL FREE
PR.DATE C LREVISIONS1V1 8 T SOUTH OF CENTERLINE AVE 5D. MEASURES TD PROIFCT 1HE UTIUI)ES OR STRUCTURES SHO
WN AND ANY OTHER MARKq MADISON STREET, 1 FEE 'SEC � T. 6 S. R. % E.
� c�' ' DATE: POR. OF THE S.E. 1 4 . 2
�. _ _ Q� L 06 DATUM
L17)ES OR STRUCTURES FOUND AT 7HE SITE IT SHALL BE CONTRACTORS 2600 CA TrMOTHY R. ✓ONASSON, P.E. EXP. DATE. 12/31/ ELEVATION. 27.941 (MEAN SEA LEVEL )
un � 800 227
U. C. 'HOUSING PARTNERS INC. w.o. N
STRUCTURES ENGINEER TICAL CONTROL DAT
A.
FOR.. D. C ,
1 RESPONSIBILITY ` TO N071FY THE OWNERS OF TINE. U1IUIIES OR Two WORKING DAYS BEFORE You olc R.C.E. 45843 `-PUBLIC WORKS D/REC7i7R/ CITYA M. PER CITY OF LA QUANTA VERTICAL
NED BEFORE STARTING .WORK.
DESIGNED BY: DRAWN BY: CHECKED BY.
CONGER
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RADIUS(ft
LENGTH(ft)
REMARKS
t
27T31
100.00
4.29
8DIP WTR W OLY. ENCSMT.
2
N157721'W
-----
15.72
1 '
N375T21'W
-----
23.35
i .
4
/-17'34'
100.00
1273
I '
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N89045'060E
-----
18.00
I '
N007454'W
----
166.70
i '
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-----
1.0.50
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9
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-----
37.48
i
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-----
14294
4 49'J x.
�+ _
o� 1+66 70 CL W7R CHER YW100D PLACE
M IAN 0+00.00 CL ROSEW'OOD COURT
CONNECT 70 E�fiST. 18' W.L +� ._ 8 !- - -�,o-- �� 8'X8'X8a D.I. IFE
1
65+24.01-15.00' RT CL AVENUE 58 i ! w `h (.3)8 G.V.
0+00.00N9 RT CL PVT. ST. B
CONTRACTOR TO CONNECT TO 8' of SUBD/N ON B.• UNDARY LQTC
0V. UNDER DIRECT DISTRICT L WA so
INSPECnON. DEVELOPER TO I ! I t N b
N -- -- : o ILCP SEWER.. - ,~li
MAINTAIN INSTALLATION AREA AND 20 -- -`�'- c ,r,T ,>s(le, r+•vs >
INSTALL RNAL PAVING AND RAISE 1
x o, i
VALVE-TOMT-FlN -t GRADE:. =DISTRICT 1 ' �\J� 3+00 3 57.61-r~. �1 ttAO/�M AT ACl/r/ ADCDC L7/OC►IK t I : r i � tt� ..
UND U LI Tl S PREPARED UNDER / 77 OFUNDERGRO Tl E BASIS OF BEARING ER THE DREC ONO . IN THE CITY OF LA QUINTA STATE OF CALIFORNIA
i ,
ALL UNDERGROUND U71U71ES OR STRUCTURES REPORTED BY THE OWNER OR PAD CONSUL TANTS INC.
_a. 7HE BASIS OF BEARINGS FOR THIS MAP IS THE ESS/ • .
R� I
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED W17H Q 8954 RIO SAN D/EGO DRIVE SUITE 610
RANGE 7 E. SAN BERNARDINO MERIDIAN AS SHOWN O WATER IMPROVEMENT PLANS
P D N X7E'NT. THE OWNER Y C N • R.
• THEIR A PR X/MATE LOCATION AND E E B A CEPTI G THESE j �, SAN D/EGO, CALIFORNIA 92108
Q�' v F SOUTHERLY LINE OF SECTION 21, TOWNSHIP 6 SOU1H, � P
PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO k - _ - p
, Q rc�` PAUL R. KAN IXP. DATE. 6130107 TFLE. iS19 291 1475 FAX. 619 291 147s TRACT NO. 32279
ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES ON TRACT NO. 28034, M.B.258/i0; LE. N.89 40 25 E i S 2
L _ Z R. 44o1s .; ROSEWOOD COURT
BENC ARK
.RESULTING FROM EXISTENCE OF UNDERGROUND UT1U71ES OR STRUCTURES NOT c� m -
I ,,, No. 44o�s FROM ` STA 0+00 TO STA 1 +81.56
Underground I APPROVED BY OF /
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDSService ry c e A I e rt � C/lY LA pU NTA SCALE: CUT BOX ON SOUTHEAST WING WALL OF CANAL BRIDGE, 2
,Fes. s/3o%� �'
AK o I
EXAMINED. THE CONTRACTOR/S REQUIRED TOT E DUE PRECAUnONARY �i * SEE ABOVE .. MILES SOUTH ALONG JACKSON STREET FROM HIGHWAY 111, •` CI'�ERRYWOOD PLACE
CaII.TOLL FREE of 3 SHTS.•
MEASURES TO PROTECT THE U77U77ES OR STRUCTURES SHOWN AND ANY OTHER ARK REVISIONS `� �P THEN 2 MILES WEST ALONG AW. 50, 45 FEET WEST OF FROM STA 0+00 TO M R VI ONS � APPR. DATE y CIVIC STA 3 57.61' .:
UTILITIES OR STRUCTURES FOUND AT THE SITE: IT SHALL BE CON•7RACT0R'S _ MADISON STREET 18 FEET SOUTH OF CEN7ERUNE AVE 50.
F DATE: POR. OF THE S.E. 1 4 EC. 1 800-227-2600 c� �,�� 1 T. 6 S. R. 7 E.
RESPONSIBILITY TO NOTIFY 7HE OWNERS OF THE U77LI77ES OR STRUCTURES TIMOTHY R. JONASSON, P.E. EXP. DATE. 12131106 27.941 M
TWO WORKING DAYS BEFORE YOU DIG - (MEAN SEA LEVEL DATUM
BEFORE STARTING WORK. DESIGNED BY- DRAWN BY: CHECKED BY: :
CONCERNED EF S Wn R.C.E. 45843 PUBLIC WORKS DIRECTOR/ CITY ENGINEER M PER CITY OF LA QUINTA VERTICAL CONTROL DATA. FOR. D.U.C. HOUSING PARTNERS, INC. W.O. N .
in i,
R 7 7 4 =nt I T. ,!F•• ,� R .5! 4W M _
f'. ENG 1 5 5 �o Ou o .UP .� �, .., iV IF 1 5 7h0� d Iv v t ,
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