44271� UK'
NOTE:
With proper validation
this form.constitutes an
encroachment per . mit CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT).
1_*
- 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
DATE:— June 23, 20QC Subdivision Improvement Permit —Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION North of Avenue 48 on Caleo Bay
East of Washinaton Street. TM 24230
(Street address oi Description of Locatiori)
PURPOSEQF CONSTRUCTION To supply water for
fire protection
DESCRIPTION OF -CONSTRUCTION Install 1-6" wet
barrel fire hydrant
DIMENSION OF INSTALLATION OR REMOVAL as needed
SIZE OF EXCAVATION, IF NEEDED as needed
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/1/05
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION 9/30/05
ESTIMATED CONSTRUCTION COST $ 10-000-00
(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:
-7 -7 7 - -7,)lc� 7
C, r
4�
F.14,121RED
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 proxiinate 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 \12)
Sandra Villalobos CVWD P.O. Box 1058� Copr-hpu. rA 99916 IQR—?A%l
Name of Applicant (please print) Business Address Telephone No.
self
Name of Contractor and Job Foreman Business Address Telephone No.
self insured
Contractor's License No. City Business License No.
self insured
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 IV: See attached schedule
-T-
Inspection Fee $ . A [>
Permit Fee x=tMo
Penalty'
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
4427
PERMIT VALIDATION
PERMIT NO.
A/k?7
DATE APPROVED
4 — ? -7
EXPIRATION DATE
6
r\ N
DATE ISSUED
By-11AN
r\ ? r? —
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
ri
Alr
NOTE -
With pr6zp'er va I ic
this forfti,cp'nstit
-_---encroacIYment_[)E
btion
Res an
CITY OF LA QUINTA
_'-7- APPLICATION FOR PERMIT
,Vt. -WORKS CONSTRUCTION (ENCROACHMENT).
-For the consfruc.tion of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and 'other like pub[78-works'improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permi't - Class I I I
DATE:- June�-23, 200C Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTIO N North of Avenue 48 on Caleo Bay
East of Wasfiftaton Street. TM 24230
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION —To supply water for Sketch (attach construction plans if appropriate)
tire protection
DESCRIPTION OF -CONSTRUCTION Install 1-6" wet
barrel fire hydrant 7 -7 7
- DIMENSION OF INSTALLATION OR REMOVAL as needed
SIZE OF EXCAVATION, IF N EEDED as needed
APPROXIMATE TIME WHEN WORK WILL BEGIN 7/1/05
APPROXIMATE TIME OF COMPLETION 9/30/05
ESTIMATED CONSTRUCTION COST $ 10-000-00
(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 proxi'mate 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.
XSi�natu re 1 !of Applicant orkAgent
P.0
Name of Applicant (please print) Business Address Telephone No.
self
Name of Contractor and Job Foreman Business Address Telephone No.
self insured
Contractor's License No. City Business License No.
self insured
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit - Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit-Sure-ty Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
$
Date
4427
PERMIT VALIDATION
PERMIT NO.
4427
DATE APPROVED
-7
EXPIRATIONDATE.
6-7-7-
DATE' n? r7-
By—
Administritive Authority
Telephone: (760) 777-7075
W
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4427
The following shaH 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 repla6ed 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.
DEMATER 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 shaH apply when indicated:
R1 NOTIFICATIO N: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eighi hours (48) in advance of starting
construction.
R2 UTILITY CLE ARANCE: (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 c6nducted 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').
El 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.
[I R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( ** N/A ** ) feet shall
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.
[I 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 %") 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.
0 R1 0 SOIL STERILIZER: The area to be surfaced shall be treated Wth soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
ED 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.
Z 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 befurnished 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.
El 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 excavatior) shall be made unless the
construction material is actually on the work site.
El R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved. transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be. applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the b.ackfill 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.
El 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 T ESTS: 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 N/A 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.
El 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. 4427
-Lake La Quinta / Supply Water (Fire Protection) / TM 24230
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 § I (part), 1982), all
work shall be performed in accordance with the latest edition of theStandard Specifications for Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. CVWD. (Sandra Villalobos), hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control..
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
4. The permittee has been found to be entitled to pay only direct expenses incurred by the City while
administering tasks related to the permit, in lieu ofpaying the standard encroachment permit fee adopted
by the City Council. City staff and its contract staff will maintain monthly time and material ledgers of
expenses incurred, and the City will invoice the Permittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD" note� that appear in the "FEE" section on the face of the
permit form, respectively mean "Time, and Material" and "To Be Documented" and is a
reference to the direct expense method defined in the pr evious paragraph.
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 lst 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 I st to September 3 0: Monday -Friday 6:00 a.m. to 7:00 p.m..
Saturday 1 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.
6. 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 (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
Special Conditions Page I of 5
PERMIT N0.4427
Lake La Quinta / Supply Water (Fire Protection) / TM 24230
7. Pursuant to Section 14.16.110 of the LaQuinta Municipal Code (Ordinance 10 § I (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.
8. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
advance warping sips 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.
9. Prior to excavating, if required,'the Perinittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities..
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, sipage requirements, or to fit actual field conditions, the work shall be
perfon-ned by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of.La Quinta. -
11. Pursuant to Section 14.16.370 of the La Quinta Muni , cipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimurricompaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction viajetting 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 finn foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechhical 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.
Special Conditions Page 2 of 5
PERMIT NO. 4427
Lake La Quinta / Supply Water (Fire Protection) / TM 24230
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.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trencli shall not greatly exceed that
which'can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced'to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375,of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
pen-nanent 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. . Existingasphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
Special Conditions Page 3 of 5
PERMIT NO. 4427
Lake La'Quinta Supply Water (Fire Protection) / TM 24230
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
S . pecifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 3 00 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 3/4" max medium
asphalt concrete as the base course lift and a City approved Y2" 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 col ' d-milled to a depth of 0. 10
feet with butt j oint created next to the existing immilled pavement surface. The c.old-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. I
• 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 of3/4" 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 th ' is resurfacing shall be
replaced in kind by the Perinitte ' e, 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.
16. 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.
17. Pursuant to Chapter 12.5 6 of the La Quinta Municipal Code (Ordinance 10 § I (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 orpickup, on the subject street, or if this permit specifically grants
pen-nission to use the street to deliver street construction materials and/or equipment.
Special Conditions Page 4 of 5
PERMIT NO. 4427
Lake ta Quinta Supp'ly.Water (Fire Protection) TM 2423 0
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
'19. 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.
20. 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 froni
the, City'to perform the required restoration work.
21- This permit or copy 0�it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
22. Work within 500 feet of a Desert Club Drive and any designated School Zone shall be* performed
betweenthe hours of 8 a.m. — 1:30 p.m. Traffic contiol shall beset up after 8a.m. and removed before
1:30 p.m.
The permittee shall not encroach upon private property without prior written approval (submit to
the Public Works Department, attention to the Assistant Engineer I) of the private land owner
whom is being encroached upon.
13. If public 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.
Special Conditi.ons
Page.5 ]A
IV
L
NOTE:,;P,,
" prow
.this fwm comdurtee. an CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
F 0' id, park ats am water &I
r the construction of public of privaUl ORK *We�v#Yl, Pammm, s � miks- IN I w - m ns
wd oth@� like WAAC wacki improverhorts In ewwmdm wilh MINOR IMPROVEMENTS anid APPROVED SUBDIVISIONS
&&dMdm improvement Permit - Clan III
Mlreorilnf! PaTi!..Class IV.
LOCATION OF CT16N ;&orip 61- Wiehw�,V,? nL-Q& PY) mv
5�6 0 Q710 n SIT'f P J� J-\
Moan addran di 0ftCrIP*= Of L—tic�nl
IV uxlerkor Sketch (attach coftmc-tt-0 wl Lane i appr I
PURPOSE OACONRU, ION
, e!,W
r i!. 1 211
UCT
CQ16=wRI pO!F4RONST ION
varre-
DIMENSION OF INSTALLATION OR REMOVAL
r-I I I A
r - I I I
SIZE OF EXCAVATION.
. "T
APPROXIMATE TIME "M I LLO
APPROXIMATE TIME 0 ETI I
ESTIMATED CONSTRU
(Including removal of all ma P41111411! Com-
paction and placingo per roe I r Improvements)
in consideratim of the this I%*dw applicant hereby agrees to:
IndumntillY dr" chy, is ajoarized a@-t% amms. rep on uvn arid amplovess. harmless frm and apirm aW aW 91
P"tiew. , - dwnW Wsom property
flabahlea jim—re—suitine-from-dairmot min iwiion atid',wWricow of any -.1osaor to of
hfiWer,hV or om"ft as a prozirriate result of any work undertaken under Vw pwrnh arowned Pumm" to thk appncation.
ljr� 14�- � wwance .0 �M b. ,%an t .91 be
Maft ft Adrninisuative Aulhoritv, - - (;41 hours
Comply rAth all aPP11CANS City Ordbumm, Ow Wrrm and conciftloris of Vo pemk and di awslembia rules WW reVtatiora of d10 Ckv at
Ls-oulAU and to M-for any addWand replacement necessary as the resu of this wo*.
�jft 7'
Sigmiture of Applicant or Agent
Nam Of Applicant (PleasO Print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractoes License No. Elty Business License No.
ApplicarwVs Insurance Company Policy Number
- - IES. . ' * I - -.L , , _
I�E - Suiodivision improvement Permit -Clan III
Public improvements: 3% of estimated construction costs
plivena Improvements: 3% of estimated construction cuts
Minor Improvement Permit - Clan IV: See attached schedule
inspection Fee $ TUD PERhfflT VALIDATION
Permit Fee PERMIT NO. 9 L1 2- -7
Penalty DATE APPROVED
Cash Deposit -Surety Bond a
if required EXPIRATION DATE
TOTAL: DATE ISSUE6
Receipt No. By
Received by Data Administrative Authority
Recorded by Telephone: (760) 777-7075
_.!�T E
COACHELLA VALLEY WATER DISTRICT
SANDRA VILLALOBOS.
Development Services Technician
P.O. Box 1058 (760) 398-2651
Coachella, CA 92236 Fax: (760) 398-3711
r' A
I
IN THE C-1 I y U I- A U Q.1. N I 1A, �1 I i III i
77
"'N
In
A"W
V2 F, 2
i�BBWA ceneral Dintrict Note$ for,
6 ef, ATW Domestic Water
O!"n the I
1!7 , tandard Specifications
All We toriAla and canstruction It it contoM to
i W a iy�coms (Standard tip-cificatlon%4) Of
"OTED, 99K PLAN oar c r
0�r the Coostr"Ict"a Of C`0
We or' strict (CroID).
LI,,d Coachella !It
C
AW, J
Vrilass modified by the Standard 5p4CiftC&tiQrA6 the standards Of Lho
I I
IQr Ir 0.1 WATER WIAIII %halt app;y to all mat*rtals and
"Ill 4 �Kft - to, Astrit;&A Vacdc Work$ ANAOC'"'Onx
, 3: Ul CC.OVgt IS_ PORTTON Zn\l c,,nscruction method..
4r OR W I BEING 'A SU80TVTSTON OF A OF .................... ..... . .. ..... SCHEDULE
"0,
11�7,7,—rs, 1 IOT3 charxesfor inspect ion shall
99W9A MAIN z T 53 13 rR117E, S 25 Y, All all shall be inspected by the CVWD. The I. act no.
THESOUTHEAS, 0 U AR, T I.E. R C 3 0, be in Accordance with the Cli"WD's XsiI4AtiOr4 $I'll irandard 1pictf c a
PiL
IP P1E9j-f1T1-0 FC11 3, Worspsr forred without tnapect ion shtllbe rejected.
P/L
O)Lreg and appurtenances ohal!
UTLI Y U
ll.iTy
a and vwtf
A G S',Q A N 0 S CONSTRUCT T 0 N 4. T'a xtni� cOv"! for vot.rdistribution pip
be 10 �.Ccoacs thall be �rouAht to suhrrNd
for. ptp.iina is n
I. 'CALltd.
9449 FRIARS ROAO, SAN' 01E.100, CA. 0 10 8
v.rict at the
will be madaby the D4i
220-2.23 3' Connections to existing
gtxty day Ot C.
�4 - 72 1
"Twmm�rvt NMI a
'I () separation bocva*n vAt4t and sever facilitIPP iholL h4 specified in
1! 6. he
l,�-1,2:`-"-f 12, CVWD Standard Drawing Wt,
r 1 35 11
7
a R. VIA MONTIL90A. NUF PHASE I
Y it A T RINI ITSIT f, VIA nmic IA O"RA VIA JARDIKN6�01A NICE, VIA FIRM! 4 7 T HI A"V""-- A V 177 Contractor *hall contact the Chief Inspectcy, 0VD
4C M, VIA RAVI(IMP, VIA OnYl%T0. to tact of construction to erriage a Pr.constructio . it cQ(-f,1rAr-:0-
V A MO 0, VIA WOMAIV. VIA COMbOVA. VIA
toommes'
A LuRCA. VIA AxnA90, VIA BOW. J%j()VL-JAIK Oki VIA IMIC111 I-'
iN �44
Vi L
4
a. An approved C14aning toot shalt `:I
n W �41 pulled through the pipe lt�
Fu 11-41 retail dirt, roe.ks Or
A
01
, I vrojr.06 of its ass,imbly to
izp q ... fi 11�l, -
is
WIN, all covtft
9. 1.4a with
ter or @over *hall be installed under detorAtiYa, c.,.icroto
6 I'l I -tract attests shalt be pa%a,
All in
21 D.J. WATCA MAIN ------- NQ ";:17� W� - ------
.T
Wt(ft MAIN R cuvbs or stdawalk4
�jj;j �I� " oncrete pa--"t-
ver 'JHT. 7 1013
U7JLkfTY
)�!Air LOT L -3
0
f —.1 10, These plans stay be subject to review And/or ro';isiOm, Ii-I th" Dlltrtt- if
15
14
J PROPOSED ithin 12 wor.the from Date ve kppvov&L 4s shown
7Y t M colo,truction ija& nor bogtin w
OFF-LAX9 VIILIT PROPOSED --F A
LOT4 -act Approval Rlocks.
MAYNT � 1 1 " -, i 2:30 tni;VwD Drawing
",q- T I
m1LY
KI 8IDC
to �,o used pt,or
'A' A IJW 75 !�j to the
1 f 111 U CCOMW-RC:I . 1� f,
I LD 1'6 1 't IHT r shall sobvic to CV`W0 4L list Of "At"'All
prtconbtructloil coof.rinct
tat" , I, ghtil 1,11viude quantity. olufA curb a e nth.r
1A t I "'i. f�:: 111-122 11. Contracto
only matIrtalm on tila spl)c,3v*d ILst �41 b
I 1 244 r
C, 1)
1 J J� I
�Z7!Ieo-se.,
p4rctn.at d to.
a
A, ,ad.
5-S r shall achoduit his construction at
U $;t c.tvictas with t�ha Chief
1-13 5 5 Contracro.
wl f "/,-�
following
CV%rD is unable to provide an inspector or
daily, between 3;10 and 4;30 p.m. for th hall
t Orkin% day.
in,14�tIcs. COT,trsccor I
,51CA VQALK
SECTION "Do
0 UBE 91 CURB 4 GMKR WHIRC
)[C PI-A,Mf rr I I
I �, U. "I'll , - i 4" " 1,, 1 , J4
A W--. A
--- I roachedUlf its work for another tiii
U -2U I' , nutice to rVWD,'
NIM 17 5 ;11 tf Contractor starts to cancel itchadul4d volk w.�rhn Of
VIA if I �A 2 1 2 4
6�1, VT. SHT. lj-;;� -V Contractor shell be ctiarKad I hr of jnspk�tjcn time for oath day
Ar OR It ?AIN j 1, AAQIJ��S
n; I 7t3
Co V
Occurrence.
4; OR Is, VC nn
V T A
-800-422-41.33 at least
j WIR MAIN
2 1 -134 1;1 6 1 11. Contra tor sh.11c.11 U,,d.,%round Service Alez tA4
9
k� ,Aj-,j d tys, prior -to start.of-constructlan—
R/W 33 - 3 15 t,,,or
3 13
R/W
V
Zrn
detlqn Of the Water 3y1rame In Tr
lk 41 -4 1 111 "rtlay, that th
1,j Act No.
'IV, rnr) 11 -10 ch-5 WAtOr 1 le o n. i
a, al Cho C u%,* .114
and the .4ter 14rvj0.A,
Val 1,,rf wAter Oiitrf,
to provIda Water 1drV(-:4 ra 1"'?, T1111% c9rtl
r lylt%v .111 be adisquAt
AQT17' t P!4 t I t- - 1 1 &tar to 1"I
ejcjt!on does not ton�
Ji, I (A R
0; A qUaInCIC141. floon Q_ pro.
rioted jjWrjj fo. 1 49 P eJ Z 4-� t On
w3 f
cract at any lqoc(�Ic
211,1R, 282 hT!OIL: oF i*tA:�r r,c.
MIN.
It! I In' or Any other pyrqqla.
. j 011 J. I - . , C '',Ll",J,f�C.
iV; IF �i4 i
C� �., '! Or
!�LOCX FFNIMITICA WALL WH%' RZ oi,
.z.
I'R 't
0
1, 0', -, III I E� .7.� .
4-
ly-11or 0.1. WATIR MAIN PROPOSED If P-,= V A '11 Q`( 44 t W'r t r
i MIAL 4, of r,)VtA
COM"EnCIA�L
44
sitwIft MAIN as
it I
is
R/W .4
--Twsco
10" -1 7�1 ir
is, I.
If' "I
el MAX
n
34'
Is
14-
20, a dneign of th
a a water oystaiA in accordance
-1 certify that thei
with
the requirturiants proscribaid by thes Riv,sroida Cotinty
"'M �14 1:,-�
14 -A Daipartment.
SHECT 11
*C
A.
of 'Vi
VI —LW iixt.
A"sTRUCTID NY CITRON
TO Of r
At P,4,RT 00? TMt,'. NOATHSTAR
JOIN IsAVIIMM
0M TAACT It It 11 AIS- t ILAA
WT "C"
40TH AVENUE 15 46 , yii�
A
0.1. WAYFA MAIN T. 10 VENUl:-- SHT. 9 ------
BY BIWA# T?U,CT 24846 i —
COWTMKT r W4. PLOOK I
I Kim, 4- th, �6vf^ N L) E X M A P
MA;%Wtr4A no" WMIt" Moto SHE E T ' i PPROVED To FINIAL
Kt M-ho
'At 13CALF 1* 300. ImpFaxam KY mtr pl�wmwcj�
I/V
sit WAX r 14' ArL-
C,
TITY ESTTMATE
UANI
N
ESTtMATF
Tuot !., T-FIRE MARSHAL
jj�T 10 0 OjtAW.01 SINALt IFOR ?CkMIT PtAVOSES ONLY R, I- �
UTILITIES P, I TO INDIO 5i
A lb: L)U(:rILF lfiON WATER MAIN ............ I 86M7 L.r. 47th AVENLME-�r��-�Iii 2- 9
,q1q4Jff-M COACHELLA VALLEY WATER DISTRICT 398-2651 ',ION WAT� IIAIN ....... ..... 415 3 3 L. F.
-2 lt_E jkk�N WATER MAIN
SE Ijy0RAqr ASSEMBLIES ........... L
W war ELECI RIC IMPERIAL IRRIGATI 2'1 EACh
WATER ti ; , I? .............. H334 L.F.
MOA1,11 MAIN COACHELLA VALLEY WATER OTSTRICT 0 43 EACH
F PROJECT' �7�
MER
, - i 8 6 0AU`. VALVE`
much M.-
L COMPANY 23 1 ...... a E.A f,H SITE 28 fth t990 N
A i
iL SOUTHERN CALIFORWA GAS COMPANY 1 A
I ) *11 -1 -- 11 1 12' tji, (E VM-V�-,
GJA� L3 . ...... .
TELEPHONE GENERAL TEILEPHON 1EHFi , : , :::: ::: : I
PALMER CABLE VISION VALVE9 ......... . 2 eACH .14
CABLE
.a.
i 6 -xCh hit—.
USA UNDERGROUND SERVICE ALERT 1 0) TEES ..... A
41 (I.J. TEF19 16 6
2
....................
-J/4, 281 j A _C,
WtLfIj . .............
t0HtqATtoN LINE METER 7
�/4 METER sno, -
'/I' tflt(V)AI'0N SEFIV%E I" Mb6' 4 ii'ACH . ...... bl
III` EACH A I-E tF T
Y4 NOTE ..... . �I �ACI
of, �,6wlwr�" �, S, -
A 4) 111�. ��,[J,)WN 1N AN !�QN TEE5 ... VICINITY MAP LINE TD 8E(,7'1(,VJ (A,9
THE LOCATION OF EXISTING UNDERGROUND UT%ITTE9 AHci
APP�OXIMATE WAY ONLY. THE :ONTRACTOq SHALL Tii�: EXACT -i' I 6CTION PHASINi�
I _,0 _ - —. -/�il
-�L4 rLMLLMM& C 39210 TING UTILITIES BEFOHE CC)M, PHASING
WoFiK. HE DED METER
mmt*txlr r "a, 90" LOCATION OF ALL EXIS
WALL WININIa NOT" ANY ANO ALL QANAGES ItHICK
%,time (got "ES TO BE FULLY RESPONSIBLE FOR
A G HE
MIC;!!T BE Or,CASIONED BY HIS FAILURE TO EXACTI-Y LOCME AN() JJ, -
civiv UNDERGROUND UT!i-ITIES,
Ilr 9A. Wayne "M
- ERVE ANY
PRE, A140 ALL
MAIL 4'" COVIUt
moan "W OF C A,k"i T FA - (,AL1iV`QHN A
e,.,771 se, 7i, l, 6 � �17 C T'r 701 "1 C I TY OF LA` QUIN
THFIROVEMENT P LANS
MAI� 3q210 GUTNTA
TA00 N",
CAW d
Palms, 1 T T 1i LAKE LA WATEH
-7 d�`XL: F C
COVER SH,EET
3- 1W I ELEV 116 - o84 ti
REVISIONS
11 1 P. WITH Co. TAU IN Mq�. BAW, OF
C;C ok I H
4-
r -32-740
PALK Sf1lI,(I4G
INIERSKC ION LV t 1.1 .91
1411LUAT TI,* T 777 V jktGUjr7L "AY !j�C-
IitLES AVV.. ANQ 2T. SPII4ING"i* CA 'J.':262
-ig-- '65 J,
�*Mw. I .- 1. 16
ma.mommomme MM—M� so I
r .7,
7711"";`7772
Q
NOTf: IT 18 THE DEVELOPER'S -PROPOSED 6'
RESPONSIBILITY TO PROVIDE SICEWALK
CALAEO DAY.
THE 19' MAIN TO WASHINGTON 'W
IF IT HAS NOT BEEN CONSTRUCTED VIA
BY THE PYRAMIDS. REFER TO ir FL0ftIIU*CX
SHEET IIA FOR DETAILS. (9
MATCH POINT- SEE SHEET IIA
,;TA 0-00 CALEO BAY - STA 0-33N
it I TP 17.98 F
C014TRACTOR TO CONNECT TO EXISTING D.I. WAIN 3
1 0 :Ool' 6'0�
UNDER D!RECT DISTRICT INSPECTION. SEE
Ity "WA I TO 04 M. A u
C.V.W.D. DWG. NO. S. )OW DRA�M
3 A 1151
X4
uj
p
GUTTER
r LiAA
It
ye
'4 X�_ VIA MAROUIESSA
W I
�DETAIL W
ICE WITH RP. SACKFLOW DEVICE. T CALEO UAY/VIA CALEO BAY 14 14 CALEO SAY
METER
313.0
:rTALL 1 1/2' IRRIGATION SERV ROS G 0 R 2.14 C E
INSTALL- (1) 18' 0.1. TE� SOUTH NORTH
nF--cucFF)-_,
CUf1f) G GUTTER Ql�) to' Uu�'IFRFLY VAL'YLS
CALEO RAY
S �A.
VIA
'N<
//1, 1 114,
SIOEWALK
Th�S 1 13- IV STOft
TA' - H. Y 11 M_"" IV STOPW DRAIN
S-
Jc,
0 N s
r
I' CLEAR
WA I
CAL o -:71
ifl' D. I. Al
vc - - - - �_ 4!, 1!,
121 D, 1. WATER VAIN
r
WATEA MAIN
M-47N
ROPOSFO DETAIL "8 R
IDEWALK
CROSSING AT VIA MARQUES113A
6 4 7 � 0". �- ,
48TH AVENUE 0 0 7.
6' GARDEN WALL p WA FL 0,R E. N C IE
,I. 'y n'
U�l INSTALL 1-1/2" IRR!GATION SERVICE WITH RP. BACKIFLOW DEVICE.
C/L 10' LAN LOT I' Mi.T:R
VTA MARQUESSA
174
�v
4'
AN �DOIUBLE CHECK SEE DETA'L T*
VIOVE RiGHT
BACKFLOW D-VICE D 6-
=PROPOSE
2.5 RETAIN Dsf-0 5'
i�' GUI TER PROpo
WALL 9 J§�/
ED
SrLqp-,� 6. cl)
ALI<
N 7�7METER & Box LD �j ----- - ---- —
n I T
LIAY
IRRIGATION LINE
DRAIN
Uj 7
t
3112GWALK 0
'390S G%�11 ZR: �7'
Ok I I EG 6.
lip 16 i '�"' c Rfj
U� I li, 4;
GUrTeig
LAKE
IN
0
7-76.00
STA
PHASE 31
LIJ 011,,.4 el -ACTOR TO REMOVE "y
CONTR EXISTi44" m&rr DIL MAR
5 d.O. X93f.MMLY AND CONNECT
r0 EX15TING 12' LINE UNDER
UJ GA DI'RECT DISTRICT INN11PECTION.
(sTA 27.7t�.00
�IkgTALL III' t1.0. ASSFNIBLY
x Tr
Z�
C) U 30
u u 0,
ROPOSE ZILI 2�
u�
r �= ffl=
"OLK r v.". KWIA
Q)
it DOCA a" CLEAR
Lu
Y
'C'
2 DETAIL
I; PROP0 0 D
0 _K CROSSING AT CALEO BAY/OULCE DEL MAR
PEI', AR
SEE DETAIL 'C' AT RIGHT 10
U INSTALL (i) W D. 1. TEE Qf !APPROVED Wir-W.CT To rnw.
q TTnM 1wrECTION OY TW_' RIVE111:11'[111M
�3) 12�'.EIGATE AVLA�Oyy
STA 5JI c Y
ly FIRE mpwTwea.
STA. 0.00 OULCE DEL MAR
A I
A
Of. GA SE
"I TI OM
4"Ov TIOM .51ERVICE
DJVL
C
CC
PROPOSED 6* T41 t'. A CKI`Lq�
I it IONA A
CURB & GUTTER Q ___, I_. -.I
�IJLPUTY F1P'Z-MA,5HAL
PRCLPQSEO 6
. I 'N
c;l CUA3
P
Al z
0
CP EW0 MAIN
rcH 1-7 4
I INW
ROPOSED 6'
SIDEWALK
7 t 7 5
178 177 176 1 , �Gu pQ-
NOTE Llq.N�13 7 01 �� -_
jjvrtLo.N -_HA"_� .2 __ I-0 V� .
g
SE sH,, ULF LA�f, W;
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN DULCE DEL. MAR
I APPROXIMATE WAY ONLY,,THE CONTRACTOR SHALL UETERMINL THE EXACT z 4- r. 3921Q
LOCATION Or, ALL EXIS NO TILIrIES 8 FORE COMMENCING WORK itz L4
U E
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHiC1H
AGREES 0 9
IGHT BE OC AS70NED 'BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNL GROUN0 LIT
7
7777j, 7 —71, (.If rF( N
-T Fit- 1- 1
11 DATE 116.5841, CITY 0F LA QUINTA, C A . IA
HA'
7
NO. I &PPHOYT. EL 7117 A
REVISIONS H u
14' rmu��f lf,��, —
1 1 A J 0 1 S T V E N T U R K
L 0 �A L
r ---------- rrrV-MTrTM
I.P. 141TH CO. TAO IN MON.
CkEO SAY
'ECTION Of 9ANK OF PALM SF`IltlK�� CENTI�Ot'
t&"LI_ AT TW INTERJ 01TIr STA 0+00.00 TO STA 21-83.37
4", MILES AVV. AWL MA8HINKIrOM 2T. 777 E. I",JTT7. w,*0' SIH. 'm)f,
1 4 C. 7
M f SHFIF7 i
PAL J"�
166,
, j I