8101See below for Finance Revenue Codes
4 4a . -
ENCROACHMENT PERMIT
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: 9/5/2008
LOCATION OF CONSTRUCTION: CVWD Project; Monroe Street Trunk Sewer Improvements Phase-2; Monroe Street & Ave 52
PURPOSE OF CONSTRUCTION: Install 18 - Inch Sewer Line at The Intersection of Monroe and Ave 52 (Part Within City of La Quinta)
DESCRIPTION OF CONSTRUCTION: See Sheet 3/8. CVWD Drawinq No. 36594
DIMENSION OF INSTALLATION OR REMOVAL: 90 Feet Long By4 Feet Wide
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2008
TIME OF COMPLETION: 5/31/2009
ESTIMATED CONSTRUCTION COST: $1,500,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS City Will Invoice the Permittee for T&M Expenses TBD on Material Ledger
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 occuring 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-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-702LOor tosket3-P M. at
least twenty-four (24) hours prior to the anticipated inspection. ,(: g op",
Comply with all applicable City Ordinances, the terms and conditions.of the permit and all applicable ra/les and regulations of the City
of La Quinta and to pay.for any additional replacement necessary as the result of this work. A
Coachella Valley Water District - Jorge Meza P.O. Box 1058, Coachella, CA 92236
Name of Applicant Business Address
TBD
Name of Contractor and Job Foreman
Business Address
N/A
Contractor's License Number
N/A
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
- i
Inspection Fee E_1
$0.00 j
Permit Fee E=1
0.00
As -Built Deposit EE=A
$0.00 i
Cash Deposit -Surety Bond, E_B
0.00 i
t if required
i
TOTAL
!
$0.00
i
dF Agent
760-398-2651
Telephone No
Telephone No.
N/A
City Business License No
N/A
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 8100
DATE ISSUED: 11 IN
EXPIRATION DATE: 14 11 04i.,
BY: Q .Py ✓ C
- i
WORK INSPECTED BY':
PERMIT COMPLETION DATE':
If the work is covered by a Subdivision Improvement Agreement, Subdivider !
shall request final acceptance of improvements from the City Council.
z
ESTABLISHED IN 1918 AS A PUBLIC AGENCY
COACHELLA VALLEY WATER DISTRICT
POST OFFICE BOX 1058 — COACHELLA, CA 92236 — TELEPHONE (760) 398-2651 — FAX (760) 398-3711
LETTER OF TRANSMITTAL
To: Amy Yu
City of La Quinta
P.O. Box 1504
La Quinta, CA 92247
Ph: (760) 777-7047
Re: Monroe Street Trunk Sewer (Phase II)
Date: October 7, 2008
WE ARE SENDING YOU: OAttached ❑ under separate cover via _
❑Shop Drawings ❑Plans ❑Specifications ❑Samples
❑Copy of Letter
OCT 0 7 ZOOS
; Aveiopment Services
—the following items: ❑Prints
❑Change Order
,opies Date Description
October 7, 2008 Traffic Control Plans for Monroe Street Trunk Sewer (Phase II)
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑for approval ❑ approved as submitted ❑ resubmit copies for approval
0 for your use ❑ approved as noted ❑ submit copies for distribution
❑ as requested ❑returned for corrections ❑ return corrected copies
❑ for review and comment
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Dear Amy,
Revised traffic control plans, for Monroe Street Trunk Sewer (Phase II).
Should you have any questions, please feel free to reach me at (760) 398-2651 ext 2369.
erely,
Jor eza
Sa ation Eng.
Coachella Valley Water District
PO Box 1058
85-995 Avenue 52
TRUE CONSERVATION
USE WATER WISELY
Tao
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.) 7.-J'74 4A-
19, - I J L N SE &a CYL- tit �.J E 4 ?HO IdT 6L -S —CT is j o f �t.(i.J Ca ,
Descrip 'on of Construction (Ex: See Plan Set No. 01234)
3 AoJj-J % - ;jo. 3tv S94/
I Dimension of fnstallation or Removal: c1 O feet IP- 4 G X Ll 4-� �' I
.- w�
Approximate Construction Start Date: - OGTv b If2 ZDO S
Approximate Construction Completion Date: _ H A.�!j 2.010 7
Estimated Construction Cost: $ 1 , SOU, 010
Estimated Construction Cost shall include the removal ot all obstruftions, materials, and debris, back -filling, compaction and
placing pennanent, resurfacing and or replacing' improvements
Contact Name: arm t hone Number: 398- Zl.S f
Name of Applicant/Owner: _zt-C ,4.E KE Z A_
Applicant Address: }�, �j , f3a X I G !r8' de,+r
Applicant Telephone Number: 3 cl ar ZC.S
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number:
► A COPY OF TIIE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
4(2
Dust Control
Deposit:
Credit
Amount:•-----,--,-
Q
TOTAL FEE DUG:
Office Use it Nu �LJ
Assigned PermitNumber:
Approval Date:
Expiration
Date:
Issue
Date:
—Ad m i n istrat ive-Au thocity: - --
CATER
�/S TRIGS ESTABLISHED IN 1918 AS A PUBLIC AGENCY
COACHELLA VALLEY WATER DISTRICT
POST OFFICE BOX 1058 — COACHELLA, CA 92236 — TELEPHONE (760) 398-2651 — FAX (760) 398-3711
LETTER OF TRANSMITTAL
To: Amy Yu Date: September 22, 2008
City of La Quinta. Re: Traffic Control Plans
78-495 Calle Tampico Monroe Street Sewer Imp.
La Quinta, CA 92247
Ph: (760) 777-7047
WE ARE SENDING YOU: (]Attached ❑ under separate cover via the following items: ❑Prints
❑Shop Drawings OPlans LISpecifications ❑Samples ❑Change Order
❑copy of Letter o Traffic Control Plans
Copies Date Description
1 September 22, 2008 Traffic Control Plans for the Monroe Street Trunk Sewer
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 for approval ❑ approved as submitted ❑ resubmit copies for approval
❑ for your use ❑ approved as noted ❑ submit copies for distribution
❑ as requested ❑ returned for corrections ❑ return corrected copies
❑ for review and comment
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Amy,
Attached is the traffic control plan for the Intersection of Monroe Street and Ave. 52nd.
Should you have any questions, please feel free to reach me at (760) 398-2651 ext 2369.
uoacnena vauey vvater District
PO Box 1058
85-995 Avenue 52
TRUE CONSERVATION
USE WATER WISELY
PERMIT NO.8100
CVWD — Monroe Street Sewer Improvements / Install 18" Sewer :Line C / Monroe
Street and Avenue 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.
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 "Permittee". 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 monthly time and material ledgers of expenses (see last page)
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 "Comments" 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 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) 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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is
to be altered in any way.
Page 1 of 7
PERMIT NO.8100
CVWD — Monroe Street Sewer Improvements / Install 18" Sewer Line C / Monroe
Street and Avenue 52
9. The permittee is responsible for obtaining a valid separate permit from other City, or County
jurisdictions if any of the work or traffic control devices extend into other City, or County right of way.
10. In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSPWC), 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.
11. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
12. A traffic control plan shall be prepared in accordance with the MUTCD and submitted to the
City for review and approval 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. 1
Incorporated, dated November 2004 (HTML) and the California Supplement. It 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.
13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and, storm drain facilities.
14. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall
be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to
the City of La Quinta.
15. 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 II at
777-7047 to determine the city inspector's phone number.
Page 2 of 7
w
PERMIT NO.8100
CVWD — Monroe Street Sewer. Improvements / Install 18" Sewer Line C / Monroe
Street and Avenue 52
16. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the. City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
17. The permittee shall not encroach upon private property without prior written approval 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.
18. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 24hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
19. 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 II Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
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.
20. 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.
21. 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 Works Department and attention this to. the Assistant Engineer
II. 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..
22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
23. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Page 3 of 7
PERMIT NO.8100
CVWD — Monroe Street Sewer Improvements / Install 18" Sewer Line C / Monroe
Street and Avenue 52
24. 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.
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.
25. 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.
26. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
27. Access and egress to all local properties. shall be maintained at all times.
28. 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)
29. 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.
30. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
31. 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.
32. 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.
Page 4 of 7
PERMIT NO.8100
-CVWD —.Monroe Street Sewer Improvements / Install 18" Sewer Line C / Monroe
Street and Avenue 52
33. The permittee shall submit "AS -BUILT" drawing to the City within 30 working days after completion
and acceptance of the project.
34. 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. c
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
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
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
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.
Page 5 of 7
PERMIT NO.8100
CVWD — Monroe Street Sewer Improvements / Install 18" Sewer :Line C / Monroe
Street and Avenue 52
35. 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.
36. 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 7
PERMIT NO.8100
CVWD — Monroe Street Sewer Improvements / Install 18" Sewer Line C / Monroe
Street and Avenue 52
F270
City of La Quinta
TIME, & MATERIAL MONTHLY LEDGER
FOR: I This time & material ledger summarizes the office and
am Sheet of
Page 7 of 7
City of La Quinta
The following General and Special Provisions are attached to and made a part of
-' Permit Number 8100
The following shall always apply,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. .
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
s
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility* companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with (" N/A ") inches of A.C. paving placed on ( "` N/A "") inches of ( " N/A `") aggregate sub -base course having an
"R" value of not less than ( " N/A") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
* La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects:
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. , Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for -a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ RI BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) 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.
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ACCESS THEIR BUSINESSES & HOMES THROUGHOUT CONSTRUCTION. THE COACHELLA VALLEY WATER DISTRICTSHOULD NOTIFY
THE NEWS MEDIA IN ADVANCE FOR A PUBLIC NOTICE SPOT IN THE NEWSPAPER & RADIO.
7. TRAFFIC LANES WILL BE RE -OPENED AT THE END OF THE WORKING DAY
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 8101
The following shall always apply.
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is'marred, City. of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations. and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A *' ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of not less than ( `* N/A ** ).and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the. existing road paving shall be two and a half inches (2 W') of A.C. paving on (" N/A ") of class (`" N/A *" )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
.Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall, be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ RI 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 contiriuos.
❑ 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) 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.
2
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install.1-12" Stub -Out
Connection / SDP 2007-887; P.M. 31116 Seeley Dr West of. Washington
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.
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 "Perna-ttee". 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 monthly time and material ledgers of expenses (see last page)
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 "Comments" 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday .8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a:m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
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 City Traffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is
to be altered in any way. -
Page 1 of 6
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install.142" Stub -Out
Connection / SDP 2007-887; PM 31116 Seeley Dr West of. Washington
9. In accordance with the latest edition of the Standard Specifications for Public Works Construction
(SSPWC), 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 letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. A traffic control plan shall be prepared in accordance with the MUTCD and submitted to the
City for review and approval 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. 1
Incorporated, dated November 2004 (HTML) and the California Supplement. It 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 II at
77.7-7047 to determine the city inspector's phone number.
Page 2 of 6
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install 1.-1.2" Stub -Out
Connection / SDP 2007-887; P.iVI.31116 Seeley Dr West of. Washington
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
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 startof the work.
17. 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 24hrs prior to work and request an appointment for a
preconstruction meeting 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 II Base with a minimum depth of 2"
b. A 12 inch thick subgrade layer compacted to 95%based on ASTM D1557
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 Works Department and attention this to the Assistant Engineer
II. 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 permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
22. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the -commuters using the affected roadways of possible traffic delays, time of construction,
and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior
to the start of traffic delays.
Page 3 of 6
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install 1.42" Stub -Out
Connection / SDP 2007-887; PM 31116 Seeley Dr West of. Washington
23. 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.
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 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.
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 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.
Page 4 of 6
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install 1-12" Stub -Out
Connection / SDP 2007-887; PM. 31116 Seeley Dr West of. Washington
32. The permittee shall submit "AS -BUILT" drawing to the City within 30 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 insufficient 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
1. • 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 are required. .
STOP SLOW
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
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.
Page 5 of 6
PERMITNO.8101
CVWD — Eisenhower Ambulatory Care Center / Instal.].142" Stub -Out'
Connection / S.DP 2007-887; PM. 31116 Seeley Dr West of. Washington
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
PERMIT NO.8101
CVWD — Eisenhower Ambulatory Care Center / Install,1-12" Stub -Out
Connection / SDP 2007-887; PM. 31116 Seeley Dr West of Washington
i`
r
City of La Quinta
F270
IIIll Imr;1 t19/-111IRVY-1Iq V1 Lei eII;IWAR .1I' :4V
FOR: I
—this time& material ledger summarizes the office and
MONTH: field staff time devoted to encroachment pennits Issued
to the subject Permittee, including contract staff.
STAFF MEMBER:.
®® F F-M
.M Sheet _ of _
Page 7 of 7
5 7 - 19 _ 1
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78-995
LOT NO. ACCOUNT NO. ADDPCSS - 1 O. qC1/O d ♦.i 1•r,3 Q
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n EI-I '\'9 ;C/1q 'e Q
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NOTC- THIS PLAT IS A LOCATION AID AND�1407 10 8E USED POR
... ,� A SUPVEY. iHC 1NEDRHA11E04 IS BglEVED CORRECT DU7 -
_, SHOULD 8E USED ONLY COP PRELIMINARY DESIGN.
-LA�,ST ACCOUNT NUMDER- TRACTS 23995-1 ,2,3,4t5 & 6 a
UPON RCOUES7, AV AILABLC AS 8V14T INEI3RNAlILM WILL 8C
- FURNISHCD BY THE DISTRICT. �.
DELETED NUMBERS! A
ED—
tc,11"3
_ < D1P.ECT OR Of- ENG1NCEk1NG
m ccount No. . 0507194
g 5-7 7 19 - 4
5 _ 7 _ 30_ 1 SCALE BAR IN FEET:
0 100 200 400 600 800
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.� I . I., , EISEN OWER AMBUL ORY CARE CENTER COACHELLA VALLEY WATER DISTRICT 11 � I �
I � . I 1. . . GENERAL NOTES FOR DOMESTIC WATER SYSTEMS I I I � I
I I
I �K v . I . I I I I I �
-C CMINTRY CL.W DR 11 . I I I i
. 40TH AVE . � I ;
�
__
. � ' I I I I
� I I L11 rn 2 CA . I I " I � I
� � N 42NO AVE 10 .OW'NER/D 1. I � . I I . :
� W R IMPROVEMENT. PLANS I I i
, 1. 1!
� I I t; Palm Dewrt B(TMU& � I I -_ — - I I I I I !
I W I ALITOURKAMAN
W � �� I I I I
I.- y 0 W r�mes I I I . . 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION I I i
M U 9 t � )=;;Zl, � I -10 EISENHOWER MMTCAL CENTER � OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CMD). I � �
I
. I ;
� I . I \\ is sc , " I t; 39-000 BOB HOPE DRIVE . I I OF PARCEL MAP 31116 ' L� I I I I I
FRM WAR IN4 I 8 1 5 . PARCELS,6 AND �7 1 1
1 � r 1 1 � i . -34 STATE OF CALIFORNIA CONTRACTORS LICENSE. L I i
I \S�_,__ - toy lil d -4 �11_Ed AVE I.- �� PHONE: 760-340-3911 1 1 9, TOWNSHIP 5 SOUTH, RANGE 71 EAST 1 .2. THE CONTRACTOR SHALL PbSSESS A VALID CLASS A OR C � � � : . I
I rAtfmyq OR J ' J L (n BEING A PORTION OF THE SOUTH HALF- OF SECTION 1 =D DRAWINGS TO ARRANGETHE 1 1
, 1 1 III I I I � . 3. . CONTRACTOR SHALL CONTACT CMD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVE I
I
I Indiaft a : I I I . . PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION I �
wells �_, 1 �1* . � SAN'BERNARDINO BASE AND MERIDIAN' I I I I i
� . � . 5 . I / ! I CONFERENCE. � I
� 9 � I I � / ,/ �
I City Limits in 140 6-452 1 . I / I '. I .. / / , / I I I � �
I ,e .., � . I . I I I . I . I I I I 14, / . I 11 1 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OP MIATE1RIALS TO BE USED PRIOR TO THE PRECONSTRUCTION . . I I � . 11, 1
1 1 QuIsta :� 1 1 1 q14 I . � ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, � ; � I 1,
� I J-1. I (_� 4 50TH § L) I A%E � I / RIALS I I I
. � I I Joe . I i I I I
ir I T.5S., R.7E., S.B I . . / i ; I
I � L, � t; I MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. ' : . ! � � i
0 31: : I . . I , I :
. I I � � i
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. I I I
... .� I . i
I � z I.- . � I � I
I.- I" (n SITE ADDRESS � I I I D'S ' ' i I
- I to ?A 1. S. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVW . � . I
I I � . . :
,. 61 L'. . . I I I I I I 0 � L L I i I
9 "_ I � � � . . " S . I
I L . $ * L L ; ; I I
L 11� � !� 1�1 L OF I I *# % "�', � I REGULATIONS. I I � . I . I I
1 6J 1 . 11 I ri , I � I L ; . i I . i
L a; / I I I
I : .cl I I PARCEL 5 � . - ,1!N 4_1 '! I . I I
� I L I 1,
I I , 1C 9 . ' ' I 4.0. � 41 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN L I . I .
I . I -'* .. L (_ i , I I
- L
0. � I 11 , L P.M 31 1 1 6 L..,.":!:"'-S. . - ( � I r_ I IRKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR I , . I i ; i
I I ;; i L �, ;� ` 3:30 P.M. AND 4:30 P.M. FOR THE FOLLOWING WO . i i ! i I i
- ' _L + TIME. I L , �
VICHTYMAP % L OF' I .�*� 1; �
..k� rt,-'-'* I +
I I - J _,;: L ..__ 1 I I . I I I
x 1, . � I
I
I I � NTS I I I I I IR .-W _____�__.:.::t�-ol _:_1 � INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR � ANOTHER 1; I %
L � I \ - - - - ,�A I L � I
11 . ,0 ft _,�_ .%. , . . It-) L VWD, CONTRACTOR SHALL BE I L I . �
.1, - 1; I IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO C . I . I I L' .
I I ,;, - I I �
I .1 - 0, 1;� - - I I �
. . � I
I ."-- I CHARGED ONE HOUR OF INSPECT I I I � . I
.110 - I � * I ! � . i ; . I I
I I GAS � I N. . * c �,,--- - ? _� - . 1k I I ! � 1 ! i I � . I
;
I WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 PM 11 31 116 11�1� I ��_ - v I ION 71ME FOR EACH DAY OF OCCURRENCE.
SEWER I 0 41�0 .*� ? �_ __ 0- . . I
, I LIST OF MATERIALS I \.�,, it, I #4 1 7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. ! I ! 1.
- I I * - - 4� It \ i I ,
401 .1 .1;7
- .
� I I I I VERIZON (800)483-5000 L . I.. ... N - , , , ! ! � L i :
. TELEPHONE . . . .. - '1V ?A � I I
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NO. DESCRIPTION I ; I . I . ". - _1� * \ TING. i
i 800)303-7756 CVWD DWG #33856 � * - ,-,w-, - , . I S. COPIES OF THE COMPACT1ONTEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO PRESSURE TES I :
, " �
ELECTRICAL . . ��__X 8" VCP SS.- I I ;
.
i - - ej , % 0 .. � \ I I OF COMPACTION TESTING SHALL BE AS FOLLOWS: A SET OF PIPE ZONE AND MID -TRENCH TESTS I I i
i r . % " .* %_ . -
I .#.* I . .1 �._ . : . - I MINIMUM FREQUENCY
i I ,1 I I �* . I
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, - ,
� L * . L I I r .. .. .. . .. - L I , . 4T, L I
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1. . . - , I � ;
!L L.F. 1932 1 � .... . . 1-*1 �,. , . it . \ I SHALL BE CONDUCTED OVER THE PIPELINE EVERY 300 FEET AND AT EVERY THIRD WATER SEVICE, HYDRAI ! I �, I I
i I I . N .. . �- . .1 ! �.. I DETECTOR CHECK OR MANIFOLD. I I �Ll i
� — -el' .-! ' ..._�..I,.... I I � I ; � .
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. �, . - 41; . / *4 % _.�� - __. -- . --- __ - * I L I I . , !
I 4 - _:1 ** ft I
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I _�_ . * . - - .� .. . I � I . I
L . . !� . .0 # OS I i
FOC ........... FIBER OPTIC CABLE: � . . " .01, *0 - ._,�� �_ "�. �. #0 I I I I I I . I I
I - * .. .. . - . ! _r I L . L � ' , L I
,-
L L EA. 1 1 DIP ........... DUCTILE IRON PIPE I I . -A � . . I'll -.... .*4, , , . I ot */ I _�. . L i...�. to vs I N. . I I L I � I . I L I
I I � I I �
L I OR 1" METER I � I I I I RETAINING W L - 1 1 , . 4**.�_ .I. ,.1. . 0 4 :.,/ .1090 . 11 - "I.. L I I I I L I I I I � I
- I , . , �, 1. ,lo- . I . *r 4:� . *0 - .. - C) Ge I I I I 11 . I I I I
I . -@ 2" IMIGATION SERVICE FOR 2" METUR EA. I I � ESMT .......... EASEMENT ll I _ I ;, - .. -�, ... . 0 ..' .t. . - 0 , L . DmesW Water neral Notes-Final-7/15105 L � � I I I I �
: I . L I I 0.6 �, . � L I N N\ - . L � I I I I I 1,
L PR0POISM 6- F-H (TV) I � . _�_ 1-1 � .. / / & ,
- � 1. -1 I . � I I L I L
,
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.......... I - � . :
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(@ 12" X , I I 6% , � EXISTING SID OUTLET-�-.,o . 4 W ____ I I ! .
I I - I . - RIGHT OF WAY ................. R/W I L I " (;_; .. I PROPO:?47B.0J 1i bi I . I I I I . I L I I � I I L I . :
L I I L � I ,.:.' - 4` A* � I . I . I I I I . � I I -
I . I � . .
. 4" I EA. I 1 . -1 I I . I r L I I . 11 I I PROP. No .4t CVWD I I . I I I 1 4
1 - - � . I . I . I . L I I I I 1 1 1 � . I L I
� �L . NOTE: THE ABOVE QUANTIT I LEGEND I I I ..;, __1 ,,WELL SITE - . I - t I I I
, 1_� . I I I �
� I
L
L I L
T AIR k VACUUM RELEASE VALVE . L L I � 1�� , � - L I I I I I . I
I 0 . ; L I L I
.
I L i, I I . L I I � �� - -_, 'N", L I I I I I L
. ______ ..._ - /.-.-.,.\ . I L I VA- - .- 1. , I _ I �
SHT
-
INDEX
OF
. .
DRAWINGS .
1
I
I
2
.
STA.
10+27.04
TO
STA. 18+50.00
-
3 .
1
I
A.
STA.
18+50.00
10+00.06
TO
TO
STA. 28+06.08 1
STA. 10+.�8.21 1
-
L 4 _ _
I PLAN
AND PROFILE
- STA.
10+00.00
TO
STA. 11+14.65 .
.
I L I I - . - - Ur- I r_u I V" %.r1U"^ I . ------- u I L I 60, I I �, . � I I I L . L . I . � . I 0 1
-
DWG. - # CVWD APPROVED PLANS , .
33860 PARCEL MAP NO. 31116 SEWER PLAN
33861 . -PARCEL MAP NO. 3111-6 SEVER PLAN :
I
I
- -
I
EXISTING 18" SEWER MAIN 11
- ___
I i:
-33856 PARCEL MAP NO. 31116 WATER PLAN I
,
33857 PARCEL MAP NO. 31116.WATER PLAN . I
L - . �,
VALVE I 0 1 1 1 - I I I r . I I . I L I � I . I I � I I lKr , . �
L I I . � I � .
1 17' 26' 17' � I . I I I i L
I - I I I i . 1=
CLEANOUT 0 - L I � � :
L . I . I I ! I I :
I I 1 I I I ! I 00 L :
CHIMNEY PIPE 0 1 1 1 . I 0 1 :
I 11, 1 . ; �, . �
. I - - - - I I I I L L I 1-1 ;
I i I I . I i L L tn ;
FIRE HYDRANT I :1.) V-GUT I � I - 30' 1 1 1 L i I I I-, I I i
. I I � I In
I � I
STOW DRAIN CrL--- F 1====�== L L 8.96' 1 1 .54' 9.5' 1 1 1 , . I I i
I . ===. F=� - � � I - I . _� I I I ' I I
� - - - i I 1 1%4 � I .1 I
. . L . i
TRAFFIC SIGNAL CONDUIT _TSC . . �� I . I I I L I U.1 �
. L
I I !
— - I L �
ELECTRIC CABLE z qt - . - 0 I
E- Ln � I 0 1 L I I
I I . :S i � � I I . I I I � I . � 1� . . I U) I
I . ; I I I - I
I I I Ta-SPI? INT (FOC) _T-SP . I I - I I . I . !
- I I � I , I
. I . � > I :
I I
I I I I - r- — I ;
. UN R �* I - Of I
I EL,EC./IRRIGATION 7 ____E/IM - _____________� . I - "" I I I �
I I
I .
I �
I
� I
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 8HOWN IN AN I GAS MAIN - I . —6 _r I I "I ; �Q� - - - - � __ - - - — 4 I . . � .1 I CD I
. __ _ � ___ - - - � I " , � I " I I ,'� I I I 1, � - ., -_ FL_ _�'Kop. , __1 - W I 2i - I I .P i :3: 11
I
. . � - -APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE -THE EXACT : � I I , I . - " -0 - W 'I 112" STORM DRAIN - I I I - I
I � � I . I I . � ' - I
I LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TELEPHONE CABLE ----T--'-- ' ' I I PROP. 8" VCP SEWER , 0 i CURB k GUTT wffi & GuTTER I � 11
. I I I . . 11 � I C/) � 7 1 1 1 M I I I n I I i
I I TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES %"ICH MIGHT BE I I I I I ; I I I � 1__: �
TELEVItION CA13LE - � -----CATV------ !� 0 , I 0 1
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND I . I I . I I IN Cr I-- I t- � i
� I ' � PROP. 12" 131P WATER MA I i 0 1
1 ALL UNDERGROUND UTILITIES. I i JOINT TRENCH (UT ------- JT I < I . � I i � . �
I " � > -C) i PROP. 12"[51P WATER MAIN . 8' VCP SEWER .1
� � . CURB I � - � I I � � � . C.V.W.D. DRAWING APPROVAL I a � I
UNAU ORIZED CHANCES & USES I - . I I i . 10� I I I I � DKE I I � I
I I PAVEMENT EDGE -1/1 1/1 I *NOTE: PARKING OVERHANG, WHERE NOTED, IS ENTIRELY WITHIN THE I � . . I I -ED I
_�
I � The engineer preparing these plans will not . PARKING STALL. THERE ARE NOOVERHANGS WITHINCM EASEMENTS. . I I . 1 22 MAY 08 "t i
I STREET LIGHT . I A Co I
be responsible for, or liable for, unauthorized - � *___0 I � I ENTRY DRIVE AISLE SECTION (PRIVATE) I 11 ChK% 0-0 I.-, I I
: -
1 � I FENCE � x I . I
changes to or uses of these plans. All 11 � I � TYPICAL DRIVE AISLE SEC11ON (PRIVATE) I N. T. S. . I I I I am. NO. W I
' I - - I LIJ �
I . I
changes to the plans must be in writing and CONCRETE PAVEMENT - I " " , � -- I I I I I I I-_ . .!
� '!
I
. - -r-;,--,�-...-.,...*.L-�,;�,:-�-.-�--t�--::.--, ; I , I I I I - __ < .
I I I I must be approved by the preporer of these i � 1, .---.'. �-, N. T. S. I . I WIY----? <12- --I/, v P 37179 1
1 � I 1: . I � I I I DOE" OF D&CONNOW" i . 1 3:: 1 ]
,/ ,/ i . 11*1
plans. I � SANITARY SEWE 10 m AHANAM-IJ .v ;, o,b.,-� . �
I � . �
I
I WATER MAIN TO BE ABANDONED ;,/ / / -Z z I STATIC PRESSURE - 83 psi I I
CONSTRUCTION contractor agrees that in occordante with generally accepted / / W// 7, . �
e I
I
I
I construction practices, construction contractor will be required to assume sole , CENTERLINE I I . --q_- - — . �
I
and complete responsibility for job site coAditions during the course of � . I PRESSURE RATING � I
construction of the project, including safety of oil persons and property. that EASEMENT I I I . i I
I
I . N��� , OF MATERIALS -150 psi
this requirement sholl be made to apply continuously and' not be limited to . I I I
I I normal working hours, and construction contractor further agrees .to defend, PM�KING 0VEf;6IANG , — /,,./,,.J EASEMENT'TO BE QUITCLAIMED AS SHOWN ON MAP RECORDED .
� I indemnify and hold design professional harmless from any and all liabil � ity, real I I 1�,<_�,._",_-'_'�, -1.1 % 11 % - APRIL 4,2005 AS BOOK 212, PAGES 60-66 .� �
4% I .
. I L1.1
I � I i
Paid=W I IWE APM > I
. I I I I 0 ,�
:
I I i fr_ .
.' . . I I rL . �
� . � . mi I � �
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I I
I
I
. - . .1 in
� I . � I I-, � � 11
I
. I . I I I I 0 1 1
. � Z �
I !
� I < i
or alleged, connection with the perturmonce ol work on this project, C=vp v SIDEWALK . I I I I I I I 1! 1 . . . I I : . _J � I
� ole negligence of design professional. 11 I I I I I II . I � I-, . I
I I liability arising from the s I I . ..- . . 0 1 �
. I 0 ,!
11
.
I I DRAYN 4 I I I IN THE CITY OF LA QUINTP, bOUNTY OF RIVERSIDE, < . I �
� . I BENCHMARK.- PD-.3-IW ELEV. 116.58' BAW OF BEAF&M RV. DC, JW PL^NNIN13 E OFESIGH 0 CONSTRUCTION STATE OF C!�LIFORNIA I 0 1 �
� I I
I . i DESIC,NED �i fS$J I � 1-11 I t
I DIG��E-DT I � 1% to .1 I
� ! � I , I i
. JL% JL i I WATER IMPROVEMENT PLANS � IQ- , �
, RV, DC, JW 'D S. a, �� - ." J I , I *AT ER 1 no 11:
� 10 - - � � I PAftCEL 6 AND 7 OF PARCEL MAP #3M I I I
LOCADON: 1" I.P. WTH COUNTY TAG IN 'BASED ON THE WESTERLY LINE OF THE 4.1 11 I C) I I
I OiECKED I 40 � 1; 74-00 0"M a.W DPnF- SUM 20 . - C3 � I
I � . t f^ ::: N 0 EISENHOWER AMBULATORY CARE CENTER OF 4 SFEETS , I I I
I DUL TOLL FREE MON. WELL AT THE INTERSECTION OF F SECTION 19 AS DSW � I N I I PALM DESB:rr CALF<XM 92260-*% . I ,�
, I 0 1
1
1 1 - MILES MENUE AND WASHINGTON STREET VEY FILED IN do ND. 70343 - I I — . I N I :
I I I I DATE %.�A CONSULT G , 760.346.7481 - FAX7603468= a wwwFd3Fxxn . TITLE SHEET ' 1-11 I !
1 1-800-227-2600 BOOK 106, PAGE 32 1 Eq. 9-*-M -_ I I I � I I
MAY 2008 * * . I I <
"
I � "," I I JOB NO. % 1, 'D/STRI 8EING A DIVISION OF A rUKI1UN OF THE SOUTH HALF OF 846-DW-001 I-_ �
"" AT LEAffr TM DAYS I � I C v I SECTION 19, 'TOWNSHIP 5 SWTH,1 RANGE 7 'EAST S.-B.13.& M. < :
I I I DESCRIPTION APP'D DATE fILE NO. io
__ I - - -01 a- �
, I I BEF;OM YM M I . 20100846 OF C - t --- DATE: _1510fl )1> DATE BY - .11, 11 �
I BEING: N 00*17'55- W SCALE , _E_ 70343 EXP. 09-30-08 1 EISENHOWER MEDICAL CENTER !
I �
- I I I I UNDEPA1101AID SSMCIE AII-Off OF SOUHM CALIFOFNA I I � I I I I SEE ABOVE I DAVID .S. WLSON. I , R E V I S I 0 N S I - E_ . ± � � i
� � . I I
.
.
I I
I �
I . . . . . . I I I � . �
I � . � I I
I I � � � 37179
.1 I :
�
� I I
I
� I I
.
I I
I
I I : . I � I I I I I � ? I I . � � �
I I I I
.1 . I ! . . . - . . . . I - —
I
.
�
I I . � i � . I . I
. I
� . � I I . ,
________ - � __ ------- ___ ______ - I - ______ __ -------I- ----------------- _____1___ __._ . - - ___ - 1. I � . 1. - - I I . 11 ___ : __ - -11 �- - - � I _.. I - I - Ili' I 1�� I _____ - I I . I I --- -- - � - ______ — - I ''I - - - - - __ I - ___ -I--- _:__ ___ I _ - - ____._T
� I - - - ,
I __ -, - - � � � I i
VALVE I 0 1 1 1 - I I I r . I I . I L I � I . I I � I I lKr , . �
L I I . � I � .
1 17' 26' 17' � I . I I I i L
I - I I I i . 1=
CLEANOUT 0 - L I � � :
L . I . I I ! I I :
I I 1 I I I ! I 00 L :
CHIMNEY PIPE 0 1 1 1 . I 0 1 :
I 11, 1 . ; �, . �
. I - - - - I I I I L L I 1-1 ;
I i I I . I i L L tn ;
FIRE HYDRANT I :1.) V-GUT I � I - 30' 1 1 1 L i I I I-, I I i
. I I � I In
I � I
STOW DRAIN CrL--- F 1====�== L L 8.96' 1 1 .54' 9.5' 1 1 1 , . I I i
I . ===. F=� - � � I - I . _� I I I ' I I
� - - - i I 1 1%4 � I .1 I
. . L . i
TRAFFIC SIGNAL CONDUIT _TSC . . �� I . I I I L I U.1 �
. L
I I !
— - I L �
ELECTRIC CABLE z qt - . - 0 I
E- Ln � I 0 1 L I I
I I . :S i � � I I . I I I � I . � 1� . . I U) I
I . ; I I I - I
I I I Ta-SPI? INT (FOC) _T-SP . I I - I I . I . !
- I I � I , I
. I . � > I :
I I
I I I I - r- — I ;
. UN R �* I - Of I
I EL,EC./IRRIGATION 7 ____E/IM - _____________� . I - "" I I I �
I I
I .
I �
I
� I
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 8HOWN IN AN I GAS MAIN - I . —6 _r I I "I ; �Q� - - - - � __ - - - — 4 I . . � .1 I CD I
. __ _ � ___ - - - � I " , � I " I I ,'� I I I 1, � - ., -_ FL_ _�'Kop. , __1 - W I 2i - I I .P i :3: 11
I
. . � - -APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE -THE EXACT : � I I , I . - " -0 - W 'I 112" STORM DRAIN - I I I - I
I � � I . I I . � ' - I
I LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TELEPHONE CABLE ----T--'-- ' ' I I PROP. 8" VCP SEWER , 0 i CURB k GUTT wffi & GuTTER I � 11
. I I I . . 11 � I C/) � 7 1 1 1 M I I I n I I i
I I TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES %"ICH MIGHT BE I I I I I ; I I I � 1__: �
TELEVItION CA13LE - � -----CATV------ !� 0 , I 0 1
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND I . I I . I I IN Cr I-- I t- � i
� I ' � PROP. 12" 131P WATER MA I i 0 1
1 ALL UNDERGROUND UTILITIES. I i JOINT TRENCH (UT ------- JT I < I . � I i � . �
I " � > -C) i PROP. 12"[51P WATER MAIN . 8' VCP SEWER .1
� � . CURB I � - � I I � � � . C.V.W.D. DRAWING APPROVAL I a � I
UNAU ORIZED CHANCES & USES I - . I I i . 10� I I I I � DKE I I � I
I I PAVEMENT EDGE -1/1 1/1 I *NOTE: PARKING OVERHANG, WHERE NOTED, IS ENTIRELY WITHIN THE I � . . I I -ED I
_�
I � The engineer preparing these plans will not . PARKING STALL. THERE ARE NOOVERHANGS WITHINCM EASEMENTS. . I I . 1 22 MAY 08 "t i
I STREET LIGHT . I A Co I
be responsible for, or liable for, unauthorized - � *___0 I � I ENTRY DRIVE AISLE SECTION (PRIVATE) I 11 ChK% 0-0 I.-, I I
: -
1 � I FENCE � x I . I
changes to or uses of these plans. All 11 � I � TYPICAL DRIVE AISLE SEC11ON (PRIVATE) I N. T. S. . I I I I am. NO. W I
' I - - I LIJ �
I . I
changes to the plans must be in writing and CONCRETE PAVEMENT - I " " , � -- I I I I I I I-_ . .!
� '!
I
. - -r-;,--,�-...-.,...*.L-�,;�,:-�-.-�--t�--::.--, ; I , I I I I - __ < .
I I I I must be approved by the preporer of these i � 1, .---.'. �-, N. T. S. I . I WIY----? <12- --I/, v P 37179 1
1 � I 1: . I � I I I DOE" OF D&CONNOW" i . 1 3:: 1 ]
,/ ,/ i . 11*1
plans. I � SANITARY SEWE 10 m AHANAM-IJ .v ;, o,b.,-� . �
I � . �
I
I WATER MAIN TO BE ABANDONED ;,/ / / -Z z I STATIC PRESSURE - 83 psi I I
CONSTRUCTION contractor agrees that in occordante with generally accepted / / W// 7, . �
e I
I
I
I construction practices, construction contractor will be required to assume sole , CENTERLINE I I . --q_- - — . �
I
and complete responsibility for job site coAditions during the course of � . I PRESSURE RATING � I
construction of the project, including safety of oil persons and property. that EASEMENT I I I . i I
I
I . N��� , OF MATERIALS -150 psi
this requirement sholl be made to apply continuously and' not be limited to . I I I
I I normal working hours, and construction contractor further agrees .to defend, PM�KING 0VEf;6IANG , — /,,./,,.J EASEMENT'TO BE QUITCLAIMED AS SHOWN ON MAP RECORDED .
� I indemnify and hold design professional harmless from any and all liabil � ity, real I I 1�,<_�,._",_-'_'�, -1.1 % 11 % - APRIL 4,2005 AS BOOK 212, PAGES 60-66 .� �
4% I .
. I L1.1
I � I i
Paid=W I IWE APM > I
. I I I I 0 ,�
:
I I i fr_ .
.' . . I I rL . �
� . � . mi I � �
. I I ! — i
. I � ,,,,, i
� I . i
� � > I � :
I � _J i
I I
I
I
. - . .1 in
� I . � I I-, � � 11
I
. I . I I I I 0 1 1
. � Z �
I !
� I < i
or alleged, connection with the perturmonce ol work on this project, C=vp v SIDEWALK . I I I I I I I 1! 1 . . . I I : . _J � I
� ole negligence of design professional. 11 I I I I I II . I � I-, . I
I I liability arising from the s I I . ..- . . 0 1 �
. I 0 ,!
11
.
I I DRAYN 4 I I I IN THE CITY OF LA QUINTP, bOUNTY OF RIVERSIDE, < . I �
� . I BENCHMARK.- PD-.3-IW ELEV. 116.58' BAW OF BEAF&M RV. DC, JW PL^NNIN13 E OFESIGH 0 CONSTRUCTION STATE OF C!�LIFORNIA I 0 1 �
� I I
I . i DESIC,NED �i fS$J I � 1-11 I t
I DIG��E-DT I � 1% to .1 I
� ! � I , I i
. JL% JL i I WATER IMPROVEMENT PLANS � IQ- , �
, RV, DC, JW 'D S. a, �� - ." J I , I *AT ER 1 no 11:
� 10 - - � � I PAftCEL 6 AND 7 OF PARCEL MAP #3M I I I
LOCADON: 1" I.P. WTH COUNTY TAG IN 'BASED ON THE WESTERLY LINE OF THE 4.1 11 I C) I I
I OiECKED I 40 � 1; 74-00 0"M a.W DPnF- SUM 20 . - C3 � I
I � . t f^ ::: N 0 EISENHOWER AMBULATORY CARE CENTER OF 4 SFEETS , I I I
I DUL TOLL FREE MON. WELL AT THE INTERSECTION OF F SECTION 19 AS DSW � I N I I PALM DESB:rr CALF<XM 92260-*% . I ,�
, I 0 1
1
1 1 - MILES MENUE AND WASHINGTON STREET VEY FILED IN do ND. 70343 - I I — . I N I :
I I I I DATE %.�A CONSULT G , 760.346.7481 - FAX7603468= a wwwFd3Fxxn . TITLE SHEET ' 1-11 I !
1 1-800-227-2600 BOOK 106, PAGE 32 1 Eq. 9-*-M -_ I I I � I I
MAY 2008 * * . I I <
"
I � "," I I JOB NO. % 1, 'D/STRI 8EING A DIVISION OF A rUKI1UN OF THE SOUTH HALF OF 846-DW-001 I-_ �
"" AT LEAffr TM DAYS I � I C v I SECTION 19, 'TOWNSHIP 5 SWTH,1 RANGE 7 'EAST S.-B.13.& M. < :
I I I DESCRIPTION APP'D DATE fILE NO. io
__ I - - -01 a- �
, I I BEF;OM YM M I . 20100846 OF C - t --- DATE: _1510fl )1> DATE BY - .11, 11 �
I BEING: N 00*17'55- W SCALE , _E_ 70343 EXP. 09-30-08 1 EISENHOWER MEDICAL CENTER !
I �
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THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE 8HOWN IN AN I GAS MAIN - I . —6 _r I I "I ; �Q� - - - - � __ - - - — 4 I . . � .1 I CD I
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. . � - -APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE -THE EXACT : � I I , I . - " -0 - W 'I 112" STORM DRAIN - I I I - I
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I LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TELEPHONE CABLE ----T--'-- ' ' I I PROP. 8" VCP SEWER , 0 i CURB k GUTT wffi & GuTTER I � 11
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I I TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES %"ICH MIGHT BE I I I I I ; I I I � 1__: �
TELEVItION CA13LE - � -----CATV------ !� 0 , I 0 1
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND I . I I . I I IN Cr I-- I t- � i
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1 ALL UNDERGROUND UTILITIES. I i JOINT TRENCH (UT ------- JT I < I . � I i � . �
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I I PAVEMENT EDGE -1/1 1/1 I *NOTE: PARKING OVERHANG, WHERE NOTED, IS ENTIRELY WITHIN THE I � . . I I -ED I
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I � The engineer preparing these plans will not . PARKING STALL. THERE ARE NOOVERHANGS WITHINCM EASEMENTS. . I I . 1 22 MAY 08 "t i
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be responsible for, or liable for, unauthorized - � *___0 I � I ENTRY DRIVE AISLE SECTION (PRIVATE) I 11 ChK% 0-0 I.-, I I
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changes to or uses of these plans. All 11 � I � TYPICAL DRIVE AISLE SEC11ON (PRIVATE) I N. T. S. . I I I I am. NO. W I
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changes to the plans must be in writing and CONCRETE PAVEMENT - I " " , � -- I I I I I I I-_ . .!
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plans. I � SANITARY SEWE 10 m AHANAM-IJ .v ;, o,b.,-� . �
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I WATER MAIN TO BE ABANDONED ;,/ / / -Z z I STATIC PRESSURE - 83 psi I I
CONSTRUCTION contractor agrees that in occordante with generally accepted / / W// 7, . �
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I construction practices, construction contractor will be required to assume sole , CENTERLINE I I . --q_- - — . �
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and complete responsibility for job site coAditions during the course of � . I PRESSURE RATING � I
construction of the project, including safety of oil persons and property. that EASEMENT I I I . i I
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I . N��� , OF MATERIALS -150 psi
this requirement sholl be made to apply continuously and' not be limited to . I I I
I I normal working hours, and construction contractor further agrees .to defend, PM�KING 0VEf;6IANG , — /,,./,,.J EASEMENT'TO BE QUITCLAIMED AS SHOWN ON MAP RECORDED .
� I indemnify and hold design professional harmless from any and all liabil � ity, real I I 1�,<_�,._",_-'_'�, -1.1 % 11 % - APRIL 4,2005 AS BOOK 212, PAGES 60-66 .� �
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I OiECKED I 40 � 1; 74-00 0"M a.W DPnF- SUM 20 . - C3 � I
I � . t f^ ::: N 0 EISENHOWER AMBULATORY CARE CENTER OF 4 SFEETS , I I I
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1 1 - MILES MENUE AND WASHINGTON STREET VEY FILED IN do ND. 70343 - I I — . I N I :
I I I I DATE %.�A CONSULT G , 760.346.7481 - FAX7603468= a wwwFd3Fxxn . TITLE SHEET ' 1-11 I !
1 1-800-227-2600 BOOK 106, PAGE 32 1 Eq. 9-*-M -_ I I I � I I
MAY 2008 * * . I I <
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"" AT LEAffr TM DAYS I � I C v I SECTION 19, 'TOWNSHIP 5 SWTH,1 RANGE 7 'EAST S.-B.13.& M. < :
I I I DESCRIPTION APP'D DATE fILE NO. io
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I OiECKED I 40 � 1; 74-00 0"M a.W DPnF- SUM 20 . - C3 � I
I � . t f^ ::: N 0 EISENHOWER AMBULATORY CARE CENTER OF 4 SFEETS , I I I
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1 1 - MILES MENUE AND WASHINGTON STREET VEY FILED IN do ND. 70343 - I I — . I N I :
I I I I DATE %.�A CONSULT G , 760.346.7481 - FAX7603468= a wwwFd3Fxxn . TITLE SHEET ' 1-11 I !
1 1-800-227-2600 BOOK 106, PAGE 32 1 Eq. 9-*-M -_ I I I � I I
MAY 2008 * * . I I <
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"" AT LEAffr TM DAYS I � I C v I SECTION 19, 'TOWNSHIP 5 SWTH,1 RANGE 7 'EAST S.-B.13.& M. < :
I I I DESCRIPTION APP'D DATE fILE NO. io
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, I I BEF;OM YM M I . 20100846 OF C - t --- DATE: _1510fl )1> DATE BY - .11, 11 �
I BEING: N 00*17'55- W SCALE , _E_ 70343 EXP. 09-30-08 1 EISENHOWER MEDICAL CENTER !
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1-800-227-2600 � : DAM "4 NO, 70343 �" CONSULTING 76024&7481 - FAX 76OZ46ME - wwwFeFxun I I r 0 � !
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. S v I .1 I I .GENERAL NOTES FOR DOMESTIC WATER SYSTEMS I i
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75 8 in EIST:NHOWER MEDICAL CENTM I 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE S :
M i U 9 -10 i I . I 1 I � I OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). 1:
I I I FRED WARIN I a ,1--P=:Q_.-_ � ; PARCELS 6 AND7 OF PARCEL MAP 131116 i I I � I - I I I
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HWY 1 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. I
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FAfMYL- OR I PHONE: 760-340-3911 1 1 1 � I �
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I LAT ........... I � . I e, 1, I .1 .e.r \ '.. � � . I .. . ...'. I SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CUR13 AND GUTTER INSTALLED BEFORE THE PIPELINE ,IS i � I I ;
-,< TO BE ABANIDONED� , . * 0 *.:I INSTALLED. 11 I I
I . . . I . - I I
I . � ,: - " , . . . a 1: I
. . � .. .
AVIR ........... AIR & VACUUM RELEASE I I I .. I . - . . % ... - " PROPOSED 8"_ VCP- .. - I � I I I
.. � I I - . ' - I . I
I � I ,>N,-' . 'I * .00 . SEWER MAIN- - - .- %., � I I I - - M LD I �
- '
I I . 1,11.0 * - I- 1 $,-, -A \ -A - � " .. ... . .. I � 10. POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROU PIPES, VALVES AND FITTINGS IN THE AREAS OF � !
I � ? ,,,, � . �-, � , ., . � .... . I I THAN 2 0 OHMS PE !
.
: . X_ ,x. . - � , . i A I 111--i I lrl-% RROSIVE SOILS AND/OR WHERE THE ELECTROCONDUCTIVITY DF THE SOIL IS LESS , 00 R CUBIC I �
SD ............ STORM DRAIN I ;�; --!;r� - \ 1 !_.!,- I I
. . I \ ; .0 X� .. - - . - ;;,w I . ... . . . I . I �. I I CO I
.1 1. , I " I � CENTIMETER OR AS DIRECTED BY CVWD.
I I " . . �� " � . . - I IC-1 � I I
CO ............. CLEAN OUT I _�i � .. ,-I'd - .1 . - 6" FH (TV) ,,,,. I . . I
.
y . . . * , - �4� , ` � .
I I "';1 - - , . * .. ---I
I 1, -_", ", - . , - .. . . .4� . . � I I A I
TOC .......... TOP OF CLEAN OUT �,� . � - I . , , ... , :::.., , - . � I . , .. ., it -%--" 11. ALL CONNECTIONS TO EXISTING FACILMES WILL BE MADE BY CV ND AT THE OWNER'S EXPENSE. SIXTY DAYS. NOTICE � � � I
. I , .1 . :.: .... ..... .. . � . ;
1k, T IX11-1 ." * I . W LI, I ;
.., I �.. ' ' . � - I I �
:.. ,�� . � !
' '
. .. . I ."�� I I I .. . * '' .,,OeOV .. ., - '.. OWPO �2" A.V.R (TYP). : . 1�.,_ a (i 0 in . . REQUIRED. CONTRACTOR SHALL START THE INSTALLATION AT T IIE TIE-IN CONNECTION PROVIDED. I I :
SS ............ SEWER. I . ,/� . ;�>,.. . .e- �.�.
I A I .� I . 1111", 1. . - 1. �
. �,�. - . . .,;
� I . I .,. .,4;1;1.,.,.",...._ ".. �.,. . . .1, .. .I,.*- , �' �'!, . # - - - 1* , , .. . 9 4,1 0 . I I � R ING NO. I I I
� I I . - ., , . .1 .. . ... >; ..,�' � . # .., � . - �. . .
% . . , x I 10 -.--k . * � "', - , ,- I I I: , 1 12. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SH L BEAS SPECIFIED IN CVWD STANDA DDRAW I
DW ............ WATER � \ . . 1_\ *. .. ..! i ,,11;11 L , . .;.;, I .... 4 4V ., ". 1� 4# . . 11 � I W-1/S-3. I
I
I
. .1 .. . I
_ Q*%. .� I . , .* � . 4110 - - .
. __ . - , *I" .. I I I
I I . . \ .1 _. _, ._ _ _,,,, ,. . . : � - D�
."
_ ,
.
I , I \ _ ", _ J�� - I
. .. -1 10 " # ## , I I i
. ,,� .;
LDID NOT POTHOLE I :. . . -1 i , I I_ � - - - - ; - I 1, *�_��. �...,., , . .1 � I - ..� :
DW ........... " RCP S " , I .1 . - P .1 11 4111111, V I I I if I I I
1 8 - X.-I -- . -11 , At __ .i . . I IGN MATERIALS DURING CONSTRUCTION. MECHANICAL
EXISTING 4 . _ .. 1, - .. ft < ::,7- 13. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FORE I
I I .. . 1 12 01 - 1# 1. � .
. .1 CONSTR= . � I
I EX . ........... x a \ % .,.,--, I . . I . 1. , '__�_. ... . I 0 1 CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. I I I I
, x '-'**.- I .. T - "' -, ` , � �
.
. EXISTING 54" RCP" * : : ' / * 4* WATER MATH.-IIII Itz .,>., . . e I 111 � 11% � � I
.- :
- , - .. . 4 11 . . .. I - I !
I VCP ........... VIT � I � \t�o -x� , 1 , . . . i INED JOINTS k, - I >1 -_ . . 4&J 1
1 1. . _. . * . � . . PMYETHYLENE ENCASOL�4 , ./ ,; 4'..: * 14. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE. AND THROUGH EACH ENTRYWAY TO I I
... I t . "I . IDEWALKS. :
,
,
-
INV . .......... INVERT I I . % - . . \ At .- - I . � . �, I /% 4 ." ,,,PROPOSE 2 THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED LIND :R CURBS I .
I i .- - i .1 .1 I I
I � \ \ N * , N I . \ . . . PRO -POSED 1 1/2" SERVICE LINE I � . �
,
t . ......... I i ---- WWI) .. .. LA I PFMPOSED 60 FH (TYP . ROPOSED'6" bEfECTOR jWECK . .
I i rxum So FH (TV ' _ `0I 1 15. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALL DINDRIVEWAYS. �
i I ! _A� , � . 4111111, - . ,%%:-A I / k - . I
, i . , -A', �,,'�* : - I -I."-. k __ . I I I I I � � I I .
- . ,. - . - , I *0 I
D ............. DEPTH \ " PROPOSED MECHAtIICAL VAULT
I I
� I \ .. I , .. . , - .\ i \ % - 16. THESE PLANS MAY BE SUBJECT TO REVIEW AND/bR R�VISION 13" CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN � :
� , I � ___�_ . * I.. W_-.;L- I - . a EISENHOWER I . 4# " # - I I
L � .- . I t - - I . I
SMH ........... SEWER MANHOLE - V * \ - - is . . . V I I CAW CENTER * / '\? I 1 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRA VING APPROVAL BLOCKS.
I - t . .. I I I
.. I
I I I _____� "'. �t . - - �. '. _ A . - - .. .40 , 11 I # , , I I �
_�'
� ... ". It...- .A i . I
! . . , . - �k 1 -WO-4224133 AT LEAST TWO WORKING DAYS
I I ! , . \ #
,
1 � MH I ............ MANHOLE \ . - 11 _.. I
� . 11 . I I \ I ".. I , I . � \� . ROPOSED 8" VCP ='M M to = W.. I . . ,17. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (US ) AT 1 1 �
I I . . Ab I *--% I VWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION.
TMH � ............ TOP OF MANHOLE - . - I . � I - . .---I / 0; 1: . �, I PRIOR TO START OF CONSTRUCTION AND -PROVIDE THE C I
. : - . �� 1. 1. -1 I 1_ I I I . I # . It � _- I #4 � � - I I
.-
I � : * \ . .1 I I " _".... / I % ; . C)C� .� � \ , �_ --- * @ # * I � 1, I - I I I .'I
I
I % . I
I
I .. � . ..� ". I . i
. ',--.- I
/-. / fte , . "�_ #
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__,��-,� - .. - � _ ;K
, , - � - I I I i
. I __ __� :, I , � I
I � <.. .. - * . / ... -_ too 1% I .,I I �
TOP ........... TOP OF PIPE ' I � � % - 0 _- .., - I . # ... __ -, . . Nl`_� I
....
FOC ........... FIBER OPTIC CABLE � . .- *. _��, - � /_ 1lio #4 Q __ I 10 411111, # I I I I � I i
I . : I �� . _.. . . _ -_ -_ I I . I .
DIP ..., . . ..44- . ft - # / �� . . - -.. - ,.� 'I' 0 1 N. I I I I I
........ � I -A RETAINING W . I .- / . .. ... to
� I - � -,I*. _.. . .
, I �". ,: . . I I I � I �
� . . I ,
: 1. ,I,. . . .
. I
I I I � I �
i'� I � I �_, . # 10 - . � I
.
� � I 11 11 . .. , 10,00 I . I %% I
I � I �n
ESmT .......... I ! V-0 *- �, I .. *.1 �. � `%� .. 0 - 0 \11 � I Domestic Water General Notes-Final-7/1 5105 I . I , i I I I
I I " FM . .. � a . I I I I :
"'
_",
,
,
" , 'J ;
, " """"' ,I,
*
" ��'
,
, " ", ;
, �"" -
"'
, ; 1
G I
__ Ir TS1
" � X (
" I
,
,
"
"I �
- �
... - ��
\
x
- :
. � -,0 PROPOSED 60 * (TYP) ..... I . .I- - , .. / ROPOSED, '6't - - FH TYP) 2 I . � . I i �_ I I � I r
I CENTERLINE .................... CL I I .6 I , . . I 'i - I _� i
I . ..�. `� ! � :
� C ;,4 \ � �_/,. f , I �_ __ 1� I.. I I I �
I 1. - . & I I . 11 � i
I � I :
................. Ft I IF% *) , � I . _4_�� � # .... , .. J7UTURE WALL � I I . L;j I I I I I . I I I I � . I 11 I � li
. ! _J I . I �
I ! . ____ . � . . %. I � .4c 1 1 � � I r !
R/W ' � I 0% EXISTING SD OU - . 4b I I I . I , . !
...... 11 I . I bi I . I . I � i
. I � \ 11 i�_ __� AF& 1 PROPOSED 4' B.O. I . I � I � � � I I , I
I I I � I I I ,:�..,, , � I I I � . I �
I : 40.11 CVWD � I I I I I I I � � 11
i . I '� PROP. SD . I � I I I
: '0_U__TLET I . � I �
I
I I I I . I I I I
I NOTE: THE ABOVE QUANTITIES ARE ESTI I Lr_Ur_lNLJ I � I I . � ___1 I � . I . I :1 . I I
I . I I I I I � i
I I . I I I I
. . 10 . AZ I . I �
AIR & VACUUM RELEASE VALVE � I I I �
AL. !� . I I � "'�, , I I I . �
I � I I I I I I
I I I --� I
� . - I ------ - .. - I /-.,\ I - !�� --, "" I I I . I i
I , r , �
��, I ,!��, " ,,�, ,
I I - �; �,_ ` _1 , -,
. I I I � , "; , � , e � ,; , �: , r ��,
I I I I LIST ,OF, MATERIALS .,. � e - i � �;! -
N6
I
I
,III ' . DESCRIPTION f` ��,'�'�';,I�.,),I�-i;'':,;;""I"��ll.-�
. I , 1.
.
UNITS -
� 11 I
; WANT I TY! 4
-
JOINT
L.F.
I 1 1932
7 .
I 1
!. 1. I �
. , �
�
EA. 1 "
9 1
F . .
I
EA.
�
2
,
6) �
. I
6" -HYDRANT ASSOA3LY I I
I �
i -
EA.
5
I
@
18" X 12" D.I. TEE I
� EA. .
I
1
@
.
12" D.I. TEE I
EA.
3
.
@
12" 900 D.I. BEND � .
EA.
I
I
.
EA.
1 9 1
@ -
12" 22.50 D.I.EIENID I
EA.
2 -
(D
12" 11.250 D.I. BEND I .
-
EA.
. 1 2
(a
18" X 12" D.I. REDUCER .
EA.
1
.
-@ �
12" X 6" D.I. REDUCER � I
EA.
I
EA.
1
I-
� I
EA.
I
2
. I I 1
a
6" DETECTOR CHECK �
EA.
1
.
-
EA.
1
-
OR 1" METER
EA.
1
-
a
2" IRRIGATION SERVICE fOR 2" METER �
-
EA.
I
EA.
1
@
-
12" X 4" D.I. REDUCER
I EA.
I 1
1 0
4- BLOW OFF ASSEMBLY I
I EA. I
I 1 -
-
SHT
INDEX
OF
.
DRAWINGS I
1
TITLE
SHEET
.
.
2
.
STA.
10+27.04
TO
STA. 18+50.00 .
-
3
PLAN
�
AND PROFILE
TA.
- STA.
18+50.00
10+00.00
TO
TO
STA. 28+06.08
STA. 10+58.21
-
L _4
I
.
STA.
10+00.00
.
TO
STA. 11+14.65 1
-
UL I LL, I UK LML,r% I I I I I . I I I . -
I
. I
.
I . :
I I I , . I I . 60* 1 1 1 1 � I I . r-% �
-
DWG.
# CVWD
. .
I
APPROVED PLANS 1
33860
PARCEL
MAP
NO.
31116 SEWER
PLAN
.
33861
-
-PARCEL
MAP
NO.
311111�6 SEWER
PLAN 1
1 24897
1
- EXISTING
18"
SEWER MAIN I
I 11
33856
PARCEL
MAP
NO.
31116 WATER
ii
PLAN I ,
33857
PARCEL
MAP
NO.
31116 WATER
.
i
PLAN J
.
� VALVE 0 -
I 1 17' � 26'
' I 11 I � � I I . I .
17' 1 1 1 1 1 . .
. I I I
qd- I I
I
I - 11�
I
CLEANOUT I I -------- 0 -
I I PARKING SPACE DRIVE AISLE
. I I
I � . I
PARKING SPACE" . � I I I
I I
I
1=
- I I
� �
,- .
CHIMNEY PIPE . 0 1 6
I 11 I - ,
I � I I � - - - - - ON,
i I I . � � I
! � I I
1 31' CVWD EASEMENT I I
I I I I
I � . . I
I
- ,;
I � I
.
00 I .
. I :
0 1 �
I.." I I :
I I
I . I I I
FIRE HYDRANT I i) V-GUT
I .
� I I 08 I � � I I � I I
7 1 3
I � I
. I
___
� .
I I
� �
I
in I , I
I
'I-, � �
STORM DRAIN . r 11 - cn-- . I
I == -
, 99i� F2 =��
- I �
. . �
- .5 9 � �
=_ 1 8.96' 1 1. 54' 9. �
- �M� - - I I
I r
I I
I .
In � �
I .
TRAFFIC SIGNAL CONDUIT _TSC VARIES FROM . .
I I
I- - I I I
I I � . �
I
I �
� . I
. �
I I
1`14 I 1
W I .
z mt
I ELEC R I C CABLE - E I �
I .
. I I I I
In . � I � I I I �
D I I
CY ,� I .
�
I I � X.
I - I
�
I I
� - I � I � . . I I
i � I TEL-SPRINT (FOC) _T-SP � I I I I I < I I I
II - I I . I I I . I I �
; UNDERGROUND STRUCTURES I � I �, I - I I > �, :
I /IRR I I � I - I I I � . I - I � � � I x I �
i I EXISTING UNDERGROUND U71LI71ES ARE 8HOWN IN AN 1-1 1 � I . � I I I
k THE LOCATION OF � I 11 I I . . . I �1 I , � . I I
. � I I I I
! GAS MAIN G I 9' I . .� 1 . � I - I
� * - —APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT . � .1 � - � - . � I - . I I . I CD ,- . " . �
I ______ ____ , 1 � __ . I . �, _� i. I . . I I - . �' X in - - I z . I - I � . . t � - I .
. L.L. CS OP. 12" STORM DRAIN ";r I 1. . -:3: ��
�
: . I TELEPHONE CABLE I ----T---- , PROP. 8" VCP SEWER::':00 � CURB CURB k GUTTER I
I LOCATION OF ALL EXISTING UTILITIES 13EFORE COMMENCING WORK. HE AGREES I . W � i I & GUTTER/ ff 3 I � 1(::� I
� I � I
. I
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES W41CH MIGHT BE I I LAJ 0 1 � I - I I � I � �
� � TELEVISION CABLE - -----CATV------ � - I I 0 �
I OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND I PROP. 12" DIP WATER MAIN ;2 ir- i t- . I
I
I
I ____`JT . . I < 1 , i . I I CD
� ALL UNDERGROUND UTILITIES. I >'o ! � I PROP. 12" OIP WATER MAIN3' . . 8" VCP SEWER �
. i
� : I - : I I . . - I I .1
i CURB I - I I I � i � O.V.W.D. DRAWING APPROVAL 0 1
; . � 11 I : L_C�� I I
i 'PAVEMENT EDGE lif . T, *NOTE: PARKING OVERHANG, 1HERE NOTED, :!IS ENTIRELY WITHIN THE . ) "E ' I
! I The engineer preparing these plans will not I I � 14-
� I SIRED LIGHT I . PARKING STALL. THERE ARE NO OVERHANGS WITHIN CVWD EASEMENTS. _� 22 MAY 08 1
1 be responsible for, or liable for, unauthorized *---() I � ENTRY DRIVE AISLE SECTION (PRIVATE) I . 0 IS A G 1 no I i
I
I
- I I FENCE I � x I I I I . �, . - I
of these plans. All ; . . . ��.,�Zt: --Z.� -, T�?ICAL DRIVE AISLE SEC110N (PRIVATE) I N. T. S. I I I � I MO. NO. af i
I " I LLI I
,., Z -: � I-_
chonges to the plons must be in writing and . I CONCRETE PAVEMENT - ......... "___. . I i
� __-:1�_,--;4,:e;_,--:,,t,1 i � . I !
I I V...., .." - - I </Z ve < I I
I must be approved by the preporer of these I I N. T. S. I I I . __ . P_ 37179 D: � . :
I I
� I . I!, I
J^n� ;: A 0 A LJr-d%K1Cn . / / . I I . i
I
I . 11_�
P . W" I I RTX U --W-NLJN I %J LW- ,? 7 ' +-7-7- � I I
I
I I I
I
I
11 . CONSTRUCTION contractor agrees that in occordonte with generally accepted , WATER MAIN TO*BE ABANDONED 17////"W////Z I STATIC PRESSURE am 83 psi . �
. .
:1 I
construction practices, construction contractor will be required to assume sole I I
:; CENTERLINE I __rL_ - - �
'
I
I
I
I I I and complete responsibility for job site coAditions durin4' the course of, . PRESSURE RATING ;�
�
I
� I construction of the project, including safety of oil persions and property, that I EASEMENT P399nam � .OF MATERIALS am 150 psi � I
I I this requirement shall be mode to apply continuously and* not be limited to I I � I
�
I I normal working hours, and construction contractor further agrees .to defend, I PARKING OVERHANG , , �� , /7-i 1 EASEMENT'TO BE QUITCLAIMED AS SHOWN ON MAP RECORDED I
I �, - " - �, - ,_ , -,;, �, .,- -,-,
indemnify and hold design professional harmless from any and a// liability, real, I I . 1, APRIL 4,2005AS BOOK 212, PAGES 60-66 �
11
,�
I
W �
I I
1IMPOSIONG:
I
IMM
APM
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I
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I
or alleged, in connection with the performance
ol work on L"1!i PrOjeCL, except g SIDEWALK
I
11 I I I I I li
I I 11
I
. � -
I
1
_J 1 I
.� I".
-
� liability arising from the sole negligence of design professional.
I
I I 1. --.L.--..l
I I
�
.
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.
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n I
.
I
I �:
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'
DRAWN
I �
i i . 1, I .
I .
. I
IN THE CITY OF LA QUINTP� COUNTY OF RIVERSIDE,
S H E E T
a �
<
t
BENCHMAW
PD-3-IW ELEV_ :116.58'
BASS OF BEAMM
RV, DC, JW
I � .
�
PLANNING E DESIGN U CONSTRUCTION !I-
,
I
- .
STATE OF CALIFORNIA
� I
U i �
DIGALLE'r
ZXZ
11
1,
1 1
� I I
DESIGNIM
J%ti IS$ I'd
S.
� ; - I "
I ; �
I I I
I I �_ I �� 11 11 11
- !!
%*N ANT F1
�
I WATER IMPROVEMENT FILMS
1
,--' :
ED ! I I
Iq - I
.
I !
'
.
RV, DC, JW
'D If
e_
i . �
I
I I 1 I
Do
�
DLAL TOLL FM
LOCATION: I" I.P. IMTH COUNTY TAG IN
THE OF
f3ASED ON
THE MESTERLY LINE OF THE
F SECTION 19 AS
OiECKED
41
do
" �_
_W� lz__
� �
-
� I �
r .
� 74-M COUNM CUB DFW SUIT E 201
. I
�
- I
PARCEL 6 AND 7 OF PARCEL MAP #3tM
EISENHOWER AMBULATORY CARE CENTER
OF 4 SHEETS
�
C-) i �
c:)
"
I I
I
MON. WELL AT INTERSECTION
DSW
� so
q I PALM DESE1:rr, CALFOFHA 92260-roW I
.
r
i
- - i
0 1
I �
1-800-227-2600
MILES AVENUE AND WASHINGTON STREET
BOOK 106,
VEY FILED IN
PAGE 32
I
DATE
to
..A th. 70343 V-"
00 Eq. ��2n %
CONSULT G
.- 760.3461481 Me FAX 760.346.8315 - wwwFd3F.com .
i
I
I
TITLE SHEET
:
N 1
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