5223Finance Revenue Code E-1
ENCROACHMENT PERMIT L
PUBLIC WORKS CONSTRUCTION
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:December 22, 2006
LOCATION OF CONSTRUCTION (Street address or Description): Rancho Santana TM 31202-1; Southside of Monroe and Ave.52
PURPOSE OF CONSTRUCTION: Pipeline installation for disposal of water during development & testing operations for new CVWD well.
DESCRIPTION OF CONSTRUCTION: Excavate and install approximately 140' of 12" C-900 PVC temporary discharge water pipeline
DIMENSION OFINSTALLATION OR REMOVAL: Approximately 140 If; 3' wide trench
APPROXIMATE TIME WHEN WORK WILL BEGIN:December 26, 2006 TIME OF COMPLETION:January 3, 2007
ESTIMATED CONSTRUCTION COST: $6,000.00 (including removal of all obstruction, materials, and debris, backfilling,
compaction and. placing permanent resurfacing and/or replacing improvements)
COMMENTS:
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, harm , less 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 work.
AMOS
Signature of Applic�nt or Agent
CVWD - Amer Hassouneh* P.O. Box 1058 Coachella, CA 92236 (760) 398-2651 ext..2289
Name of Applicant (please print) Business Address Telephone No.
Same as above
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
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
$No Fee
$NA
$NA
$No Fee
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5223
DATE APPROVED: 4.)
EXPIRATION DATE
BY: �—Z �_-D -9
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Administrative Authority
D
PUBLIC WORKS DEPAR
APPLICATION FOR PE
Date: - De otrnber 19,2006.
"Z I') n? - /
2006.
Location of Construction: Id pp_660n
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Purpose of
r
Description of Construction: gyeayatt and M-Sball - - - 0 of 12" C-50a PVC
I .-A-1— ___*_9� If- I
Dimension of Installation or Removal: 1 146 11 P_ ar Pet k —
A ey rm
Approximate Construction Start Date: 'r)jpr+.vv%h*A- _2,r.,2LjQ&
Approximate Construction Completion Date: '-j";ln""' '30 ;.1007
Estimated.Construction Cost:$ r,.,Opgo�&
Estimated Construction Cost shall inelude the removal of all obstructions, materials, and debris, back -filling, compaction and
Placing permainent resurfacing and or replacing improvements
ContactName:: ArA#k— 4assauneh -PhoneNumber: 339-26,519Y�22
Name of Applicant: C. V w p
Applicant Address: RC).8nk u)4'S
Applicant Telephone Number:
Name of Contractor: hi 1A
Contractor Address: NIA
Contractor Telephone Number: NIA
Contractor State License Number: NIA
Contractor City Business License Number: t4 /A
10- A COPY OF THE CURRENT INSURANCE CERTMCATE MUST BE PROVIDED 4
i Applicant. or.Contractor General Liability Ii�sijKapqq Company,
Applicant or Contrictor G6neral Liability_ Insurance Policy-Numbev,
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
Office Use Only: 15� '� 3 .
Assigned Permit Number
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
TOTAL FEE DUE:
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5223
The following shaff always apply.
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches .(2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded ' as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City,of La Quinta roads, it shall be the
responsibility of the peffnittee (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 shafl apply when indicated:
10 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 g u*tter 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.
Z R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter N/A feet shall
be removed. Curb an * d/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 assOred 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
manufacturers specifications.
City of La Quinta
R111 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.
ED R12 SURVEY 'MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centedine of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut*to a straight edge prior to excavation. Method of pavement
cutting shall be approved through.the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation mated , al shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS:. Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
R15 BACKIFILL 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.
0 R16 BACKIFILL 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.
R11 7 BACKIFILL PLACEMENT: Backfill shall be applied in layers of not more than.fifty percent (50%) of the total depth of the
trench before flooding'or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
R1 8 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.
5ne (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. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
In addition to the standard permit conditions, the following shall apply:
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. The permittee may only work at night if approved by the City Manager. If approved by the city manager,
night work may be halted if the city receives complaints about the night work.
4. CVWD and/or Contractor TBD, hereinafter referred.to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
5. Coachella Valley Water District is hereinafter referred to as "Perniittee"-. As a public agency, the
Permittee is entitled to pay only direct expenses incurred by the City while administering tasks related to
the permit, in lieu of paying the standard encroachment permit fee adopted by the City Council. City
staff and its contract staff will maintain monthly1ime 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 "PEE" section on the face of the permit
form, respectively mean "Time & Material" and "To Be Documented" and is a reference to the
direct expense method defined in the previous paragraph.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed
only during the following time periods:
October I st to April 30: Monday -Friday 7:0 ' 0 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 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) neither before 8:00 a.m. nor after 4:30 p.m.
8. 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. (Note applicable to this permit)
Page I of 6
!W
V -
PERMIT NO. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
9. In accordance with the latest edition of the Standard Specifications for Public Works Construction
(S SPWC), the permittee shall assume responsibility for repair of any pavement damage to any public or
private street and for any damage to other City streets or facilities as a result of work performed under
this permit.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to- the construction. The lettermust be approved by the city and at minimum state from the o winer
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. A traffic control plan shall be Prepared in accordance with the MUTCD and 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. On Collector to Major Arterial Streets, the permittee must submit a traffic control
plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices
(MUTCD) 2003 Edition with Revision No. I Incorporated, dated November 2004 (HTML) and the
California Supplement.. As of October of 2006, these documents can be observed at
http://mutcd.fhwa.dot.gov/HTM12003rl/�art6/l)art6-toc.htm and
htti)://www.dot.ca.p,oy/hq/traffops/sig—nteclVmutcdsipp/�df/CA-ChM'6A-Ch,qp6F.pdf, respectively. It
L -
shall be the Permittee's responsibility to appropriately detour and barricade all construction sites.
Apply the following when applicable: 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. Should additional work, materials, or modifications of the ' work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to
the City of La Quinta.
14. The permittee shall be responsible for calling the city inspector to arrange the city inspector to
observe random trench compaction testing. If the inspector's phone number is unknown, the
permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer I at
777-7047 to determine the city inspector's phone number.
Page 2 of 6
PE ' RMIT NO. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
15. This permit is not valid until the permittee. submits, to the Public Works Department 2 weeks prior to
.start of constructi o*n, the name of the City approved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
Contractors State License Number
16. The permittee shall not encroach upon private property without prior written approval of the private
land owner whom is being encroached upon. A copy of the authorization letter shall be provided to the
city prior to start of the work.
17. Prior to performing construction work andclosing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 24hrs prior to work and request an appointment for a
preconstruction me eiting with the City Inspection staff.
18. At the approval of the City Engineer, during work hours and when no lanes are provided in the work
area, the permittee shall provide' and maintain a traffic lane that diverts traffic off the paved roadway.
The traffic lane must be located within the existing R/W with the following requirements:
a. Class 11 Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D 1557
c. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches.
e. A minimum of 2 feet from vertical obstructions like curbs..
f. Maximum speed of 25 mph
Without the approval of the City Engineer, the permittee must maintain a drivable surface made of
existing Asphalt Concrete or Portland Concrete.
19. The permittee shall haul all offsite debris *to a certified landfill. Prior to hauling debris, the permittee
shall inform the City -(Inspection staff or 777-7047) of the name and -location of the certified dump site.
20. Prior to excavating in native soils, the owner of the project shall have employed an archaeological
observer for the site excavations ' within native undisturbed soils. The name of the. archaeological.
observer must be submitted to the Public Work s* Department and attention this to the Assistant Engineer
1. If the archaeologist determines the site is not to be required to be observed, please submit a letter
signed by the archaeologist stating their determination..
21. If public traffic lanes are required to be closed, this perm it is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for acceptance at least 48 hours prior to start of
construction or parking on the paved R/W.
22. The permitteeis required to ' provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible ' alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Page 3 of 6
PERMIT NO. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
23. Backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition
of the Standard Specificdtions 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 v ia 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.
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.
24. 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) within
intersections and forty to fifty (40-50') in. the longitudinal direction of the roadway 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.
25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
26. Access and egress to all local properties shall be maintained at all times.
27. 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 Standard Specifications for Public
Works Construction (SSPWC)
28. Pursuant to Chapter 12.56 of thela 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 or pickup on the subject street, or if this permit specifically grants
pen-nission to use the street to deliver street construction materials and/or equipment.
29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
30. 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'.
31. If it is the intent of the permittee to cut the pavement and have if 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.
Page 4 of 6
M
PERMIT NO. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
32. The permittee shall submit "AS -BUILT" drawing to the City within 3 0 working days after completion
and acceptance of the project.
33. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
a. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
D. Directing Traffic
1. Only three (3) signals ate required.
STOP
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
Page 5 of 6
PERMIT NO. 5223
CVWD / Rancho Santana Tr 31202-1 / Monroe Street south of Ave 52
F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to
start immediately, or when work is completed.
34. 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.
35. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4. 1.
Page 6 of 6
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NKM& QUANTITY ESTIMAT11
(FOR PERMIT PURPOSES ONLY)
CONS"%= CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVEIMDE STD. 640 S.F.
tW4. M 207.
W H04 PERIMETER WALL WITH LANDSCAPING PER LANDSCAPING PLAN (SEE DETAIL D). 574 LF.
INSTALL CAYE PER DETAIL A ON SHEET 2 1 EA.
rw%u&"vww-T am rr Lyto cme"v%= wATrD om t"un 4tTn nwr- un w-Ai I rA
I
J SHEET 2
=-.1-0 o -- -----
T'-
PWWL UNDERGROUND ELECTI?ICAL POWER SOURCE, INCLUDING CONDUIT, CABILE. I M LOT lKl Vff -K-H
'ro 6 3 2 1 7 LOT V
ke mmwoRmER PAD PER POWER UTItJTY`S MlINIMUM SPACING REOUIIREMENTS. 6 4 4 5 7
0
INUALL le C-905 PVC STORM DRAW. 30 LF. RANCHO SANTANA DR. 3 LOT lw
00 ANCHO SANTANA
WALL 24*X2f)* STEEL CASING. I EAL
2 2
PISTML UNDEAGPOLIND TELEPHONE SUME. 1 EA. 56 57 55 59 so al 62 25 24 12
10 26 23 22 1 21 20
O:VW� OMPATER PAD PER DErA& 0 ON SHEET 2 45 S.F. 10
7-7 !!W -ow Ai
13
20,702 S.F. t7
25 24 23
WWALL 4" OF MASS 11 RAN OVM SITE. rr56 64 28 P7 L 22 LOT W
WML CRAWN HlEA&WALL PER DETAIL C ON 94M 2 1 EA. — Z =
'A
21 12
t2 RICOCHET -WAY LOT 31 36 14
3i T V 30 1 32 33 34
-cal(MA&TOR j 28 29 v
cc 52 42 29 30 31 32 33 to 47 15
-714 LWATlION OF DUSTING UNDERGROUND UTUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE 13 13 of SEASISCUIT WAY
CtACt LOCATION OF ALL D*STM UPLIMS BEFORE COMMENOING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND 34 T - 46
ALL 0AMAIMS WHICH MIGHT GE OCCASIONED IVY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE .. ........................ ........
CONRACM qVkLL POTHOLE PROPOSED CROSSINGS OF EXISTINIG UTILITIES PMOR TO WATER OR SEWER CONSTRUCTION AND VERIFY THEIR 61 43 —F—El: L at pe—" i Is
14 JA i 41 1 40
MMROWX AND YMCAL LOCATK*M ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ---- IF 45 44 1 43 38 37 36
7 LOT *0' z ce
LOT lw
ATTOffM Of kSA CONSULTSIG, IINC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOUNG. IF NECESSARY, MSA -10— < 5
z
50 44 T- T < 1 0
CowM"*k NO SHALL REME IM KANS. ME CONTWMR 34ALL BEGIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE 15 41 180 -
T
APPROVED FOR CONSTRUCTION. 0
03 — ----- t a 7
is 38 37 0 < 1 17 9 15 14 13 12 11 10 0 4
WA CONOX*4, OC. MWE NO SENYATION CONCERNIIND 714E ESTIlMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH 49 40 60 T I I
F)IROWS. INCLUDING ALL EARTHWOW MAIDERS. ARE PREUMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE D Nl-
30 L"
7011115 *93PONMJTY TO PREPARE HIS OWN OUMM It"MATE FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL i r sa 'D TRAIL 3
cokmw 9 LOT - 'tHARISMATIC WAY 88 TH5110
NOT K RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. 48
50 51 62 1 63 04 66 21
oowfwcm Awis -w HE %I&L ASSUME SOLE AND UWn.EVE RESPONSIBlUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF 0 47 48 49 sa 157 22 23 24 28
OF TM PROJIECT- IINCLUOM SWETY OF &L PMONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON11NUOUSLY 47
-ANID SMI NOT BE LjMITED TO NORMAL WORKING HOURS; AND *AT THE CONTRACTOR SHALL DEFIEND, INDEMNIFY AND HOLD THE OWNER
AND OMCER HAf#dLESS; nM ANY AND ALL LABUTY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE Of WORK ON THIS 19 46 30
PROMT, "WqM FOR LIAMILITY AMSING FROM THE NEGUGM OF THE OMER OR THE ENGINEM 43 10 1 43 42 41 40 39 36 37 1
L47
46
E-E] Z I
20 341
....... HIDDEN LINKS DR. 20 27 28 29 so LOT 'wr
L&T
WAMTM COACHELLA VALLEY WATER DISTR= (700) $08-2561
WATER- COACHELLA VALLEY WATER D11STRICT (760) 398-2561 LOT 21 22 25 go 27 fe 29 30 31 32 33 .... or 0
(760) 347-2356 MOUNTAIN SPUR DR.
VALLEY SANITARY DISTRlICT`
EUECTRIC IMPERIAL IRRIGATION DISTRIICT (760) 309-9420
GAS THE GAS COMPANY (WHI) 335-7772
TELEPHONE VERIZON (750) 1164-117115
CABLE T.V. THE WARNER CABLE (7W) 674-5472
LISA. UNDERGROUND SERVICE ALERT (aW) 227-2800
AAMMMUM&
lc
ASPHALT CONCRETE
4C
9fG#*" OF CURVE
SCR*
BEG*N" OF CURB RETURN
eke
cum AND QUTJV
r-A
cDnobjmE
bF
fjC
00 CURVE
WR
00 Of CURB RETURN
COMT.
EASEMENT
tx.
Balm
#T
FINISHED FLOOR
PC
FINIISHIED GRADE
ft
FLOWLINE
4W.
INVERT
L01
LINEAL FEET
kOX.
'MAX#WUM
00
NATURAL GRADE
NUMBER
oft
NOT -To tc.ALE
PIE
PAD ELEVATION
#W
POINT OF INTERSECTING GRADES
PROPOSED
poop.
PW
PU" UTUTY EASEMENT
MGW Of WAY
S/W
it
SOEW.LX
TOP OF CLW49
TIF
TOP OF FOOTING
WO
TOP OF GRATE
TW
TOP OF WALL
TYP.
TlPtCAL
Dig-18af ely
DIG ALERT DIAL TOLL FREE
1-80-0- .227--26M
AT.LEAST TWO DAYS
BEFOW YOU DIG
REVISIONS
ONSULTING1.
PLaQW40 a Crm Emnomm a LWD
342M BOB Hopz DRm w RANcuo MjRAoE m CA 92270
TpLummz (76M 37fi-(Ml m PAY f7ffil 323-7993
4
INDEX — MAP
SCALE l'-200'
1
BASIS OF aEARI
B.O.B-C/L OF MONROE STREET TAKEN AS W21-06-E PER R/S 98/92
BENCH =10 BM #99 ELEV. 499.71(NVGD29+500)
MARK I
R.R. SPIKE IN P.P. AT N.W. COR. AVE. 50 AND MONROE 5 -
d1t
co
C26401
Exp. 3-31 -06
C At.
EXPIRES 03/31
ANS
WhIMAL NO
ALL WORK SHALL, BE INSPECTED 13Y CVW`D. THE CHARMS FOR INSPECTION SHALL BE 011 ACCORDANCE WITH CVi#W$ -REGULA11100'AMD
STANDARD SPECIFICATIONS.
2. WORK PERFORkD WITHOUT INSPECTION SHALL BE REJECTED.
3. CONTRACTOR SHALL CONTACT CVWDS CHW AT MAST 48 WKIRS PFOOR TO'&TART OF
CONSTRUCTION TO ARRANGE A PRECONSTRUCTION C4*Mq9V9iCL
4. CONTRACTOR sm-L suamrr To CVWD A LIST OF MATERIALS TO BE USED PRIOR To THE PREcoNmmcnm cowERiEmm. oNLy
MATERIALS ON THE APPROVED UST MAY BE USED. UST SHALL INCLUDE QUANTITY. W**WACTURED SUE, AND OTHER PERTINENT DATA.
CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DW WITH CVWD'S CHIEF INSPECTOR BETWEEN 3:230 PM AND 4:31) PW
FOR THE FOLLOWING WORK DAY, IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPIECTORS, CONTRACTOR SHALL RESCHEDULE frs
WORK FOR ANOTHER TIME.
8. sTA-nc WATER PRESSURE: 78 PSI.
7. WATERWORKS MATERIAL SHALL BE RATED FOR 150 PSI.
IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT NOTICE TO CVWD. CONTRACTOR SML BE CHARGED 014E HOM OF
INSPECTION TIME FOR EACH DAY OF OCCURRENCE.
6.
L
BARS CONT W it WD-"EKW
2.7!r
a" CONC. EILOCK
SAiRS 0 32* 04' - M&Y CEI; WfTH STEEL
V2. r.
16" CONC N #
BLOCK 2 #4 BARS CONT.
�0�, #4 BARS 0 16- D.C. - GROUT SOUD
lx/X
4WD
XX\
N�'X` N,\'
#4 BARS COW. (TYP. 3 PLACES)
4 BARS 0 1 Gm O.C. GROUr SOUD
-N
#4 BARS COW. (TYP. 3 PLACES
3.25'
WALD
RETAIN /GARDEN WALL DETAL
N.T.S.
N.G.L. NO. DESIGN BY APPROVED BY. CITY OF LA QUINTA
26401 BIRW—N Ely
DATE # SAW 71MOTHY R. JONASsON. P.E. DATE
JZIfSl�p4 CPECK BY PUBLIC WORK DIRECTOR, CITY ENGINEER
' PRS R.C.E. 45843 EXPIRES 12/31/06
CITY OF LA OUNTA, CALFORNA
a 2 RANCHO SANTANA
CVVVD SITE PA
SUBDMDING A PORTION OF THE NORTH 1/2 OF SECTION 10,
TOWNSHIP 6 SOUTH, RANGE 7 EAST. SAN BERNARDINO BASE AND MERIDIAN.
01TG. N
32937
I
or
2
32937
mom
STEEL FRAME WITH J- TUBING
AND STEEL WKtNG GATE TO 31 160 al MASOMY'vWAAMLIL
MATCH WALL HEIGHT
L11j 0
011H
0 8' MA'�ONRY
WALL
AVENUE 52
7- 7- 7- -7
T/— T
T -7- -7- T —7-
./— 7- -- -7 — t7 /f'
—T — —T —7— T
7—T 7— 7,-- T
T T r ;Z7
—T — -7-
_T r
FO-'—/ f<O/— FO/— F F
FO - _F0 —FO < < FO/— -0//_
R/w. .17 R/ R/W
R/W— R/W R>W, N "7 W\-
R/W
A- 21
44 4
AL 4
W L
00
F TING 4 FOO"Q
ESWT — — — — — ESMT— — —Esw — — — — ESMT — — — — — ESWr — ESUT — — — WT — — — — — Es ESMT A *WALL DW OW
—ESMT— 7SWT— —ESWr— I
WH HASIR LM ON
A-
IRR IRR IRR tRR IRR IRR IRR INSTALL 6"X60 SCH. 40 tX7EWR SIDE.' -
IRR IRR W 1 1 - in INSTALL 6*Xr 40
If _-_ SQUARE STEEL TUBE (TYP.). STEEL F4AWWffH 10
If - !ft-- — IRR IRR — SQUAW STEEL rw
R IRR — IKK JUINO ANID STEEL
IRA — skalm.cw m
011 > CONSTRUCT 3' DEEP i (Typ Ml Vow"Daff.
— — — — E:s M — — — "ft
114 s MT ESMT
FEW ESM —ESWT— CONCRETE FOOTING (TYP.)
6' WK. 041110EWAY t -CATES f0* 0-09N .11NTO THE WELL S"L
T
FO/-
<
'41
MT
— — — — SW — — ES19 - *I
Es
L
7R
M
IESW — — — — ESW
ESMT — — — — — ESkfT — E$Wr IEW — — — —
2000psi MIN. GATES TO BE. PAINTED AN APPWO
EX. 66" IRRIGA11110_1 E1 ON DETAL A
MEANDERING I MODIFIED GATE DEIAL C(XM IN COD.
SIDEWALK WALL FOOTING N.T.S.
2D OR 2W (Ml
GRAMTY HEADWALL D OR W
F .70 PER DETAIL C ON
THIS SHEET
LOT YK'v PROP. 18"— HEADWALL (TYP)
INV. PrTI7MTInN RARIN STORM DRAIN "s-511"I n I III r,-�
00".
6 __ - - .
(Ft./"
12
14
I -PROP. 4' WIDE NOTES:
BOTTOM = 478.8 CATCH BASIN 1. PLANS SHALL SFl
VOWME = 29,621 CU. FT. A) ROCK CLASS AND THICIll M
(ADDITIONAL WATER WILL B) nLTEIt WATERK. WA#M OF VWR!S AND TH00*3S.
1 a" C-905 OVERFLOW TO SOUTHERN k J 0)
PVC PIPE I _X0 rA 2. RIP -RAP SHALL BE EfMM OLIARWf STONE 04 II!IROKEN CONCRETE
RETENTION BASIN) (IF SHOWN ON THE PLM) Cl ARE NW ACCEP`rME.
TCG 484.70 3. RIP -RAP SMALL K PLAl0ED OVER! A FLTER RAWET WWH
PROP. SMD FILTER 0 _7� MAY BE unet CRAIl MA7ERIAL OR RASM FILTER CLOTH.
INV. 478.95 4 4. SEE STANDARD SPECIAL PROl-W SnECMN Of W-RAP
C4
7
AND nLm N"U.
5. RIP -RAP EWER& DtSSIPATERS !*WL BE DMIIIIIINED AS' 00*]R
TYPE 1 OR !YPE 2. TYPE I 94ALL K WITH CDNCRIEM SILL.
TYPE 2 SHALL K WITHOUT SILL
0 INLET FOR < >
BLOWOFF WATER c (kw 5 EARS
PER CVWD STD. PROP. 6'
DWO. NO. W-41 MEANDERING
SIDEWALK
A
PROP, 180 01
WATER MAIN 6 WIDE SLOT jo
77
TRUCT 8' HIGH LOT 'R"
CONS R-AWET
PERIMETER WALL AROUND PROPOSED CVWD WELL SITE
WELL SITE "M). 21,815 S.F. (20,702 S.F. USABLE) %D_
0.50-ACRES (0.48 ACRES USABLE)
3D OR 31�
INSTALL 4" OF CLASS 11 w
BASE MATERIAL OVER SITE w NCTKM A -A
CONSTRUCT 8' HIGH cc MAIL 8
OMIT (1) BLOCK AT 1-12* DIP TEE PERIMETER WALL AROUND
AL).
FLOWLINE FOR 2-12* GATE VALVE WELL STE (TYPr DISSIPAT
DRAINAGE PURPOSES. 1-12*X4* REDUCER
-4" BLOW--W ASSEMSY N.T.S.
_,,1 w
1-12" BLIND FLANGE 0 1. ALL CONCRETE SHALL BE CLASS B CONCRETE
INSTALLED PER WATER
IMPROVEMENT PLANS. cc 2. ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4"
FL 4a4.01 0� . * FL 484.70 --jp 3. DESIGN FEATURES SHALL CONTROL THE INSTALLATION OF THIS HEADWA
,--INSTALL 24" 0 STEEL dl U_ 1/2- 0 8' LONG
PIPE CASING. ANCHOR BOLTS (TYP.)
3.
VARIES 3'
A-1
PROPOSED UTILITY PROPOSED 720 X 96* TRANSFORMER PAD pvc --T-erqp 1 1/2 M I
TRENCH FOR AND CONDUIT PER SCE SPECIFICATIONS. 01schga!lf Waio
TELEPHONE AND CVWD TO COORDINATE INSTALLATION OF PROP. 18" 1
ELECTRICAL TRANSFORMER PAD AT TIME OF WELL STORM D N
SERVICES. OVERFLOW IN�ET
DRILLING.
X Ot
INSTALL NETWORK INTERFACE
DEVICE PER VERIZON
spEcincATioNs. COORDINATE CONSTRUCT 8' HIGH
WITH CVWD. PERIMETER WALL AROUND
WELL SITE (TYPICAL).
& 4
Prop. SEVW"m 4
hV0110LE f22
NNI EtgCTRICAL - INSTALL 16' WIDE GATE
SERVICE 4 WITH 3* WALK GATE PER
I CVWD SM. NO. W-43
4 4. (MODIFIED PER DETAIL A).
OMIT (1) BLOCK AT
20 PROP. 120 DI FLOWLINE FOR
DRAINAGE PURPOSES.
WATER LINE CONSTRUCT CONCRETE
DRIVEWAY APPROACH, 36'
PROP. I 8w DI LONG, PER COUNTY OF
WATER MAIN RIVERSIDE SM. Dl
NO. 207.
19
PROP. 8" VC
SEWER MAIN
Ai: GRADING PLAN LOT 'wRw
00 JIV 60, wo
cm=
SCALE 1 `:w20'
REVISIONS
7N0t�at"v 11111
I NUMBER I DIRECTION I DISTANCE
IL1 I N 45*04'32w E 130.00' 1
NSULTING1,
MA]Nmp.o, SmrrH & Anocum INc.
PLApa"Na In cmm Elmmmmum a Lmm SURVEMO
PROP. 1 So
STORM DRAIN
PROP. 4' WIDE
12 CATCH 13ASIN
PROP. 24'
STORM DR
isof E 8 8 4,
<C11
w C26401
exp. 3-31-06
V
BASIS OF BEARIN OF CIX00
B.O-B-cA OF MONROE STREET TAKEN AS NO'21'060E rER R/S 96/92
BENCH INDIO BM #99 ELEV. 499.71(NVGD29+500)
MARK I I
R.R. SPIKE IN P.P. AT N.W. C". AVE. 50 AND MONROE ST.
EXPIRES 03/31/06
0
112
4 A
C4
A
A-J
8EQTk:k4*A
1.5- DW #3 REBAR RING W1 #3 REBAR 0 4 C.
BOTH WAYS. WELD 1/8* X 1 1/2- X 3- TABS W/
5/8- DIA. HOLES TO ALIGN WITH 1/2- DIA. ANCHOR
BOM (TO BE HOT DIP GALVANIZED)
DETAL 9
GRAVITY Hg-AQWALL
N.T.S.
C.V.V A""WAL
DWG. No.
22no 4
32938
R.C.E. NO. DESIGN EY APPROVED BY: CITY OF LA QUINTA MET
26401 SAW CITY OF LA OUNTA, CALFORNA
DIRMAWN 2
TRACT NO. 31202 RANKM SANTANA OF
DA% SAW TIMOTHY R. JONASSON. P.E. DATE CVWD WELL SITE PRE1' 9 GRAEM PLAN
CHECK BY 2
z1fr1t94 PUBLIC WORK DIRECTOR. CITY ENGINEER SUBDIVIDING A PORTION OF THE NORTH 1/2 OF
PIRS R.C.E. 45843 EXPIRES 12/31/06 TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN IK*4~
34*00