70071 1�
T444 *4
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
Finance Revenue Code EE=1
For the construction of public or private curls,. driveways,. pavements,. Sidewalks,. parking lots, sewers, water mains and other like public
works improvements in, connection. vvith MINOR IMPROVEMENTS and APPROVED SUBDIVISION&
Subdivision Improvement Permit - Class III
Minor Improvermern Permit Class IV
DATE. -January 10,. 2007
LOCATION, OF CONSTRUCTION (Street address or Description).: Locaion #S1 Demme Palm Rd. betavee�lL111 and Westward Ho*4
PURPOSE OF CONSTRUCTION: Provide etectftall power to new CIE) customers
DESCRIPTION OF CONSTRUCTION: Pulling vike on existing electrical systerrn
DIMENSION OFINSTALLATION OR REMGVAU: See attached draw'm
APPROXIMATE TIME WHEN WORK WILL BEGIN -:February 14, 2007 TIME OF COMPLETION. -February 28, 2007
ESTEMATED CONSTRUCTION COST. $200,000.00 (Including rem, aval of all obstruction, material's, and debris, backfillimg,
compaction; and placing permanent resurfacing and/or replacing improvemenls�
COMMENTS:. Location #2 Avenue 48 between Dune Palms Rd and Jefferson Street
Irr 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' arty
and aW penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to, persons or
property happening or occurring as a proximate result of any work undertakers 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 (760p 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and re lions of the City
of La Quinta and to pay for any additional. replacement necessary as the result of this work. �.�
Name of Applicant (please prinlY
81-800
Business Address
of Applicant or Agent
Telephone No.
Same as above
Name of Contractor and Job Foreman. Business Address Telephone No.
NA NA
Contractor's License No. City Business License No.
SeQf hisured ILIA
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class Ill
Minor Improvement Permit - Crass IV
[nslcection
Permit Fee
As -Built Deposit
Cash. Deposit -Surety Bond,
if required
$T & M
S
S
S
$TaRD
Pubes improvements. 3% of estimated construction costs
Private improvements. 3% of estimated construction costs
See attached schedule
PERMIT NO.%00% _
DATE APPROVED: / /4p d 6
EXPiON D TE:
BY: U '� yk 3
Administrative Authority
IMPERIAL IRRIGATION DISTRICT Z
POWER DEPARTMENT �P'vy`` ' '� P-6326
PROJECT 0
Ni:P,.Ii;RK No. 4021880
a
SUS NORTH LA QUINTA CIR 4008 5❑c
IID CAPITAL PROJECT
ADAMS DUNE PALMS & HWY. 111
NAME
JOSE GERARDO CARLOS PUENTE ALONSO GONZALEZ
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DATE
05 02/2006 DIV. err0
CODE Cass:X
I1'PE OF eFRVICE: Comm: ❑ Res: ❑ List of major mcteriol used:
IF commei cial, list 'type or business: YX
Coniact. Person: ALFONSO RODRIGUEZ
Telephone Number: 760-398-5818
City Code CLQ
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DA„"E CALLED:
TICKET 1 .
Re —New 2.
Storeroom Code F-33-1 County RIV
EXPIR IFION C1`..TE:
DATE
DATE
THCcp GUIDE
PACE
� QUAD 849 H3
WORK DESCRIPTION AND INSTRUCTIONS:
RECONDUCTING EXISTING OVERHEAD LINE ALONG HWY. 111 IN BETWEEN DUNE PALMS & ADAMS
TIE SWITCHES ALONG ADAMS FROM HWY. 111
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PUBLIC WORKS DEPARTMENT
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OFT19 APPLICATION FOR PERMIT
Date: G' o.
Tract No: Project Name: - 3 2
IMeO PA Vicinity:.G 964Tioti 4 / _ /Jun6 P4&4f5.40 Bet• Hwy Irk - eyes i�+�� Ho _ z4
MP. TTC,P avc a- 967. (ME RA4AIsAA if
Purpose of Construction (i.e.: Rough Grading, Mite Street, etc.) El cc, IY/
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Dimension of Installation or Removal: .
an Set No. 01234) P�
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Approximate Construction Start Date: 2 14 - 0 7
Approximate Construction Completion Date: Z _ . Z g : O 7
Estimated Construction Cost: $ Z 0 O .. O o
Estimated.Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling; compaction and.
placing permanent resurfacing and or replacing improvements
Contact Name: AtrFo„ISo . 3ootLt (aQE Phone Number: 7 0 -�- 39'p-SSA.
Name of Applicant/Owner: sc eWA [. i ov DIS tc- -o
Applicant Address: 8 l - o' o A,.:t C-. S h• c, Q.s i� a au
Applicant Telephone Number:. `j
Applicant E-mail Address: a Y Yo d r r g v e
Name of Contractor: Thar yl a.Q . .� q p �C. ,1�ig / e
_Contractor Address: 8! - 6 0 0 c.. Aq. ;-& o---
Contractor Telephone Number:
-Contractor State License Number:.
Contractor City Business License Number: lxtR
Contractor E-mail Address: / ! D' • G o w -t.
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor
Liability Insurance Policy Number:
Office Use Only:
Inspection Fee: y—
/:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
i
Credit
Amount:
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TOTAL FEE DUE:
z Office Use Only:
Assigned Permit Number. O
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
FOR PERMIT.doc
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81 600gyenue 58 N
La Quln4 CA 9u53
(760) 398.5818
Y (�) 391.S99q
ENERGY' _
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 7007
The followin4 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 flours (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, Cityof 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 Y:") 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.
w
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 ( ***N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch (" N/A " ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road
repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without'interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO.7007
IID Capital Project No. P-6326 / Provide electrical power'to new IID customers /
Loc. #1 Dune Palms Rd. bet. Hwy 111 and Westward Ho — Loc. #2 Ave. 48 bet.
Dune Palms Rd. and Jefferson St.
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part); 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications for Public
Works Construction (SSPWC) and as.directed by and to the satisfaction of the City Engineer.
2. 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.
3. The permittee has been found to be entitled to pay only direct expenses incurred by the City while
administering tasks related to the permit, in lieu of paying the standard inspection fee (3% times the
construction cost) adopted by the City Council. City staff (see attached to last page of these pages) and
its contract staff will maintain monthly time and material ledgers of expenses incurred, and the City will
invoice the Permittee on a monthly basis for the accrued cost.
The "T&M" note, and the "TBD" note, that appear in the "FEE" section on the face of the
permit form, respectively mean "Time and Material" and "To Be Documented" and is a
reference to the direct expense method defined in the previous paragraph.
4. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
5. Irby Construction Company and/or Imperial Irrigation District (Jim Maland 398-5854),
hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion
control.
6.. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30
May 1st to September 30:
Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Special Conditions
Page 1 of 7
PERMIT NO.7007
IID Capital Project No. P-6326 / Provide electrical power to new IID customers /
Loc. #1 Dune Palms Rd. bet. Hwy 111. and Westward Ho — Loc. #2 Ave. 48 bet.
Dune Palms Rd. and Jefferson St.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
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 beset up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
10. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
11. Any land on which Williamson Act contracts apply shall remain undisturbed.
12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
13. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
Special Conditions Page 2 of 7
PERMIT NO.7007
IID Capital Project No. P-6326 / Provide electrical power to new III) customers / Loc.
#1 Dune Palms Rd. bet. Hwy 111 and Westward Ho — Loc. #2 Ave. 48 bet. Dune
Palms Rd. and Jefferson St.
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 performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Engineer I at 777-7047 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
16. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
17. 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
18. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer I) of the' private land owner whom is being
encroached upon.
19. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the ,' City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
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. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
22. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
Special Conditions Page 3 of 7
PERMIT NO.7007
IID. Capital Project No. P-6326 / Provide electrical power to new III.). customers / Loc.
#1 Dune Palms Rd. bet. Hwy 111 and Westward Ho — Loc. #2 Ave. 48 bet. Dune
Palms Rd. and Jefferson St.
a. Possible traffic delays
.b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable with one pass at the posted speed limit.
23. Pursuant to Section 14.16.370 of the La Quinta Municipal. Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved .by the following conditions:
A: When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. . The first length of trench backfilled. shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure. the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
Special Conditions
Page 4 of 7
PERMIT NO.7007
III) Capital Project No. P-6326 / Provide electrical power to new III) customers /
Loc. #1 Dune Palms Rd. bet. Hwy 111 and Westward Ho — Loc. #2 Ave. 48 bet.
Dune Palms Rd. and Jefferson St.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
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) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
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. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section; within all trenches, shall be 1'.thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall. be installed using a City approved 1/4" max medium
asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions Page 5 of 7
PERMIT NO.7007
IID Capital Project No. P-6326 / Provide electrical power to new IID customers /
Loc. #1 Dune Palms Rd. bet. Hwy 111 and Westward Ho — Loc. #2 Ave. 48 bet.
Dune Palms Rd. and Jefferson St.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located. adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of V max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this. resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
28. Permittee shall permanently stabilize -any and all soil that was disturbed as'a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
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.
Special Conditions Page 6 of 7
PERMIT NO.7007
IID Capital Project No. P-6326 / Provide electrical power to new HD customers /
Loc. #1 Dune Palms Rd. bet. Hwy 111 and Westward Ho.— Loc. #2 Ave. 48 bet.
Dune Palms Rd. and Jefferson St.
City of La Quinta
R270 em Sheet of
CONTRACTOR NOTES
1. INSTALLATION CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR
ALL REQUIRED AND/OR NECESSARY PERMITS AND FEES THAT MAY BE
IMPOSED BY CITY, COUNTY, OR STATE AGENCIES.
2. IT SHALL BE THE RISPONSIBILITY OF THE INSTALLATION CONTRACTOR TO ESTABLISH
ALL GRADES (ROUGH AND FINAL), BENCH MARKS, PROPERTY CORNERS, TIES, FENCE
LINES, WALLS, PROPERTY LINES OR OTHER FIELD REFERENCES AS REQUIRED TO
INSTALL AND VERIFY THE INSTALLATION AND LOCATION OF POWER FACILITIES.
3. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION CONTRACTOR
TO ESTABLISH THE LOCATION AND DEPTH OF ALL EXISTING POWER
SYSTEM FACILITIES AND FOREIGN SUBSTRUCTURES WITHIN THE WORK
AREA.THE CONTRACTOR SHALL ALSO MAKE THE THE USA ONE CALL
AND KEEP THE ONE CALL TICKET UP TO DATE.
4. THE INSTALLATION CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR
RESTORING TO IT'S FORMER CONDITION, AS NEARLY AS POSSIBLE, ALL
EXCAVATED AREAS OF THIS WORK AND COMPACT ALL BACKFILLS TO NOT
LESS THAN 90%. BACKFILLS AT STREET CROSSINGS ABOVE CONCRETE
ENCASEMENTS, SHALL BE NOT LESS THAN A 2 SACK SAND SLURRY FROM
TOP OF CONCRETE ENCASEMENT TO STREET SUB -GRADE. CONCRETE ENCASE-
MENT OF CONDUITS AT STREET CROSSINGS SHALL BE 3000PSI. STRENGTH.
CONCRETE FOR ENCASEMENT OF POWER DUCTS FOR ALL OTHER LOCATIONS
SHALL NOT BE LESS THAN 3 SACK - 3/8" AGGREGATE (PEA GRAVEL) MIX.
5. THE TERM ENCASEMENT AS USED HEREIN, SHALL MEAN A 3" ENVELOPE
AROUND ALL SIDES OF ONE OR MORE DUCTS. DUCT SPACERS SHALL BE
REQUIRED BETWEEN CONDUITS AT NOT MORE THAN 6 FOOT INTERVALS.
6. ALL ENCASEMENT OF POWER DUCTS WILL REQUIRE AN ON SITE INSPECTOR
AT THE TIME OF ENCASEMENT (SEE NOTE 7 & 8 BELOW). COPY OF CONCRETE
TRIP TICKET TO BE GIVEN TO INSPECTOR. SEE DETAIL #5G, ON THE DETAILS
SHEET FOR CONDUIT CONFIGURATION SCHEDULE.
7. THE INSTALLATION CONTRACTOR SHALL MANDREL ALL CONDUIT RUNS TO
AND INCLUDING SERVICE DUCT, I.I.D. TO PROVIDE THE MANDREL AND
INSPECTOR. (INSPECTION SCHEDULES ARE SUBJECT TO A MINIMUM 48
HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY-(760) 398-5854.)
8. ALL I.I.D. POWER AND/OR COMMUNICATION SYSTEM INSTALLATIONS IN
JOINT TRENCH INCLUDING BUT NOT LIMITED TO; CONDUITS, VAULTS,
PULL BOXES, TRANSFORMER PADS, SERVICE BOXES, METER PEDESTALS,
ETC., WILL REQUIRE INSTALLATION INSPECTION BY I.I.D.
9. CONDUIT SHALL BE:
CONDUIT INDEX
CONDUIT
STRAIGHT
SWEEPS
RISER
TX PADS
SECONDARY
METER
DIAMETER
SECTIONS
BOXES
PANELS
4--6-
SCH. 40
SCH. 80
SCH. 80
SCH. 40
1 SCH. 40
SCH. 40
10. IN ALL DUCT RUNS,THE INSTALLATION CONTRACTOR TO FURNISH AND INSTALL
THE FOLLOWING:
NUMBER OF
LENGTH OF CONDUIT RUN
CONDUITS
1' TO 500'
501, TO 1000,
>1,000'
1
A
A
A
MORE THAN 1:
• IN SPARE CONDUIT
A
A
A
• IN REMAINING DUCTS,
114"
318"
112"
POLYESTER ROPE , DIAMETER
NOTES: 1) POLYESTER MEASURING ,PULLING TAPE & POLYESTER ROPE WILL
REQUIRE TO HAVE A SINGLE PIECE RUN WITH NO SPLICING.
2) AFTER MANDREL IS COMPLETE, A MEASUREMENT ROPE MUST BE IN PLACE IN
ALL DUCTS INTENDED FOR 3 PHASE CABLE. ROPE MUST HAVE 1 FOOT MEASUREMENT
INCREMENTS AND HAVE STRENGTH RATING EQUAL TO TABLE IN ITEM 10.
WHERE A' EQUALS: A CONDUIT MEASURING TAPE PROVIDED BY EITHER:
1) CONDUX (800) 533-2007 3/8" DUPONT "KEVLAR"
2) PACIFIC STRAPPING (800) 787-0451 OR (310) 903-1214 PACSTRAP
POLYESTER MEASURING AND PULLING TAPE.
11. CONDUIT SWEEPS IN DUCT RUNS SHALL NOT HAVE LESS THAN A
12'-6" HORIZONTAL RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS.
(SEE CURVE DATA TABLES ON PLANS FOR INDIVIDUAL REQUIREMENTS)
12. ALL 2" AND 3" SERVICE AND/OR SECONDARY CONDUIT RISERS WHICH
ENTER BUILDINGS, SERVICE PANELS, SECONDARY BOXES, TRANSFORMER
PADS, METER PEDESTALS, ETC., SHALL HAVE A 2'-0" MINIMUM
RADIUS.
13. ALL 3" AND 4" PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER
PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS
AND POLE RISERS, SHALL HAVE A MINIMUM 3'-0" RADIUS FOR 3"
DUCT AND 4'-0" FOR 4" DUCT.
14. ALL 5" AND 6" PRIMARY CONDUIT RISERS WHICH ENTER TRANSFORMER
PADS, PRIMARY METERING PANELS, UNDERGROUND SWITCH GEAR PANELS
AND POLE RISERS, SHALL HAVE A MINIMUM 5'-0" RADIUS FOR 5"
AND 6" DUCT.
15. ALL CONDUIT ENTERING TRANSFORMER PADS SHALL BE CUT OFF ZERO TO
1 INCH FROM ABOVE THE TOP OF THE PAD.
16. ALL CONDUIT ENTERING SECONDARY PULLBOXES OR SPLICE BOXES SHALL
BE CUT OFF 7 TO 9 INCHES ABOVE THE PEA GRAVEL.
17. STUBOUT DETAIL - SIDE VIEW
2'- 2'- 2,
a a.
° _ ° d "
d
CAP
° Q
a d"
CAP
a. ° d
ALL CAPS ARE GLUED ONTO CONDUITS.
CAP
GROUND LINE
18. THE CONTRACTOR IS REQUIRED TO PROVIDE, AND, INSTALL= A MINIMUM Imperial Irrigation
OF TWO (2) COPPERWELD GROUND RODS, 5/8 BY EIGHT FEET (8)
IN LENGTH, AT EACH PRIMARY PULL BOX, MANHOLE, VAULT, AND RISER
POLE. A MINIMUM OF TWO (2) GROUND RODS, 5/8" BY TI_N 10' IN
LENGTH , WILL BE REQUIRED AND INSTALLED BY THE CONTRACTOR AT
EACH TRANSFORMER PAD TO COMPLY WITH GENERAL ORDER 21.2,A.
19. CONTRACTOR IS RESPONSIBLE FOR PERMANENT AND WATERPROOF MARK-
INGS ON ALL INTERIOR VAULT KNOCKOUTS, ANY AND ALL CONDUITS,
CONDUIT RUNS, AND STUB -OUTS, WITH THE CONDUIT NUMBER CORRES-
PONDING TO THE NUMBER SHOWN ON THE PLANS.
20. SINGLE PHASE TRANSFORMER PADS INSTALLED ADJACENT TO ROADS
SHALL HAVE THE PRIMARY CONDUITS INSTALLED TOWARD THE ROAD,
SECONDARY CONDUITS INSTALLED AWAY FROM THE ROAD.
21. CONTRACTOR SHALL SEAL OR GROUT AROUND SEAMS, LID SECTIONS,
AND DUCTS ENTERING VAULTS AND PULLBOXES TO PREVI_.:NT SOIL
AND WATER ENTERING AT JOINTS OR OPENINGS.
22. WHERE THE INTERNAL DIAMETER OF THE CONDUIT IS SMALLER THAN
THE DIAMETER OF THE OPENING IN THE VAULT WALL, THE REDUCT-
ION IN CONDUIT DIAMETER SHALL TAKE PLACE A MINIMUM OF TWO
FEET (2') FROM THE EXTERNAL WALL OF THE VAULT.
2'MIN.
VAULT
CONDUIT
SIDE VIEW
23. CONTRACTOR/DEVELOPER SHALL KEEP ALL DEBRIS AWAY FROM I.I.D.'S
TRANSFORMER PADS, PRIMARY VAULTS, PRIMARY PULL BOXES &
SECONDARY PULL BOXES TO GIVE I.I.D. PERONEL ACCESS DURING
DURATION OF THE PROJECT.
24. TRANSFORMER PADS, PULL BOXES, MANHOLES, VAULTS,AND SWITCH PAD
INSTALLATIONS, SHALL BE INSTALLED 3" ABOVE FINAL GRADE (WHERE NOT
INSTALLED IN SIDEWALKS) AND FLUSH WITH FINAL SIDEWALK FOR THOSE
INSTALLATIONS. IN AREAS WITH SLOPING CONTOURS GREATER THAN 1 /4" IN
TO THE FOOT, THE TOP EDGE SHALL BE SET AS SHOWN ON DETAIL SHEET
ABOVE HIGHEST POINT OF SLOPE.( IN NO CASE SHALL THERE BE MORE THAN
6" OF SLOPE IN 6 FEET OF HORIZONTAL MEASUREMENT,) SEE ALSO NOTE
#26, THIS SHEET.
25. SLOPE ELEVATIONS GREATER THAN THOSE DESCRIBED IN DETAIL BELOW, MAY
REQUIRE RETAINING WALLS ON THREE SIDES, PER I.I.D. SAFETY AND
ELECTRICAL CLEARANCE REQUIREMENTS. (3" IN HEIGHT PER 1 LINEAR
FOOT REQUIRE RETAINING WALL).
1 r SIDE VIEW
3"
PAD / VAULT _ �' GROUND LINE
26. CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE TO PROVIDE A
RETAINING WALL AROUND :DISTRICT FACILITIES WHERE APPLICABLE,
AS DESCRIBED IN DETAIL BELOW, PER I.I.D. REQUIREMENTS. IF THE
SLOPE IS GREATER THAN WHAT IS DESCRIBED IN NOTE 25,
A RETAINING WALL IS TO BE INSTALLED. THE DRAWING SET -BACK
ARE REQUIRED FOR DISTRICT PERSONNEL TO MAINTAIN AND OPERATE
EQUIPMENT SAFELY. THE DISTRICT HAS THE FINAL DECISION WHERE
RETAINING WALL IS TO BE INSTALLED.
NOTE: THE CHART BELOW WILL INDICATE THE SPACE AVAILABLE TO OPERATE
AND OR MANEUVER EQUIPMENT SAFELY.
TYPE OF STRUCTURE
3' X 6' PRIMARY SMALL PULLBOX
3'
3'
2'
4' X 6' PRIMARY MEDIUM PULLBOX
3'
3'
2'
6' X 8'-6° PRIMARY VAULT W W OUT CABINET
3-1
ALL TRANSFORMER PAD 1 0 & 30
3'
3'
VARIES
NOTE: FOR ALL 10 & 30 TRANSFORMER WILL REQUIRE TO END THE RETANING WALL
AT CENTER OF THE PAD. VARIES
RETAINING WALL--\,,,
Q I
d.
TRAFFIC SIDE "A"
TYP.
A - A H BACK FAI I DUTY FRONT
TRAC SIDE I
FFI"A"
-I I TYP.
3 SIDE WALK
a
STREET
4 A -A
4-11
4
VARIES URB FACE
CONCRETE SIDEWALK
CURB & GUTTER
IID CAPITAL PROJECT
LA QUINTA SUB & NORTH LA QUINTA SUB
LA
PROJECT# P-6326
NETWORK#4021880
C.S.Y. # N/A
QUINTA, CA.
CONTACT: ALFONSO RODRIGUEL
PHONE: 398-5818
DRAWING INDEX
DWG N0.
DESCRIPTION
1
COVER SHEET
2
UNDERGROUND CONDUIT PLAN
3
TYPICAL DETAILS
LEGEND
SEE DETAIL SHI_ET
DESCRIPTION
SEE DETAIL SHEET DESCRIPTION
to
Q(D
PROPOSED RISER POLE
TRENCH SECTION DETAIL
to
,
EXISTING RISER POLE
-"'
PROPOSED VAULT ENCLOSURE
tB
VW
PROPOSED DOUBLE RISER POLE
7--N
EXISTING VAULT ENCLOSURE
t B
EXISTING DOUBLE RISER POLE
❑ I�
PROPOSED SWITCH ENCLOSURE
E2
R:tl
PROPOSED PRIMARY PULLBOX
EXISTING SWITCH ENCLOSURE
EXISTING PRIMARY PULLBOX
PROPOSED 30j TRANSFORMER PAD 'I
3A 3B
PROPOSED 10 TRANSFORMER PAD
�
�
® EXISTING 30 TRANSFORMER PAD
3A 3B 0
EXISTING 10 TRANSFORMER PAD
m
PROPOSED MEDIUM PRIMARY PULLBOX
Q
PROPOSED SECONDARY PULL -BOX
EXISTING MEDIUM PRIMARY PULLBOX
�40
EXISTING SECONDARY PULL -BOX
p
PROPOSED METER BOX
R-R
RISER TO RISER
EXISTING METER BOX
R-W
RISER TO WALL
PROPOSED PRIMARY CONDUIT
R-ES
RISER TO END OF STUB
EXISTING PRIMARY CONDUIT
W-R
WALL TO RISER
PROPOSED SECONDARY CONDUIT
W-W
WALL TO WALL
-
PROPOSED SERVICE CONDUIT
W-ES
WALL TO END OF STUB
PRIMARY DUCT CONCRETE ENCASED
(SEE NOTES 4,5,&6. THIS SHEET)
27. THE DISTRICT WILL PROVIDE AN UNDERGROUND POWER INSPECTOR
DURING THE ACTUAL INSTALLATION OF CONDUIT AND VAULT SYSTEMS.
ANY REQUEST FOR INSPECTION ON A PROJECT MUST BE SCHEDULED
WITH THE DISTRICT 24 HOURS PRIOR. TO ACTUAL NEED. FAILURE
ON THE PART OF THE OWNER(S), DEVELOPER(S) OR CONTRACTOR,
TO SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY.
PORTION OF THE LIGHTING OR UNDERGROUND POWER SYSTEMS,
MAY RESULT IN THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS.
PLEASE CONTACT INSPECTOR AT (760) 398-5814
28. CONTRACTORS/ DEVELOPERS TO REVIEW PLANS AS SOON AS RECEIVED
FROM IID FOR POSSIBLE CONFLICTS OR PROBLEM ON LOCATIONS OF
IID STRUCTURES. ANY REVISIONS TO ORIGINAL IID DESIGN WILL REQUIRE
ADDITIONAL ENGINEERING TIME AND MIGHT CAUSE ADDITIONAL DELAYS
TO THE PROJECT.
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
PROJECT# P- 6326
REVISION CHART
N
4021880 C. N/A SHEET 1 OF5
TP IAL IRRIGATION DISTRICT
COACHELLA VALLEY DIVISION
UNDERGROUND DISTRIBUTION
VA IID CAPITAL PROJECT
ADAMS DUNE PALLS & HAY III TIES
LA QUINTA SUB & NORTH LA QUINTA SUB
\ CONDUIT LAYOUT A I
CCI(%Kl. RIC t%D _ ' i
.. i .., ,: a .. s T
1 Y__ _ _ — _
�:
f:
�;�
A (%."
�t
fff' �. ......
C
&.
��
F
r ..c» t— ... �:'.� i ate____ _ >„ ':�u 1_. .,.4• � ...
3' x 3' ALLOWED SPACE FOR GROUND ROD. TRANSFORMER PAD 67 6' 10 GAUGE WIRE MESH Y-�' i" ROUNDED OR CHAMFERED EDGES. j;;IS SYMBOL ON DRAWING
9" (23cm) THIS SYMBOL ON DRAWING 6' x 6' ALLOWED SPACE FOR GROUND Roo. REINFORCING 2' OFF BOTTOM. ,
Q(D PROPOSED RISER POLE 2 0 CU. STRAND WIRE (6' EXPOSED TAILOUf) B - --►�-� `• Ui r b'�
� / O /2/0 cu. STR. WIRE Os I � PROPc.sED 1 i RANCH RUNNER PAD
i PRIMARY TRENCH WALL I � Q EXISTING ti RANCH RUNNER PAD
p EXISTING RISER POLE i PRIMARY TRENCH WALL 41.
fL5.
A , /2/0 CU. STR. WIRE C
CONSTRUCTION NOTES: #2/0 CU. STRAND WIRE
r � 5/A' RDrii. B1R N
-�-� (IMD RFCIAiRD)
R POLE C s' MIN.-
1. CONDUIT SWEEPS TERMINATING AT RISE 4'-3' MIN. I o
10'-0" (305cm) I 2, GSHALL BE SCH.80 ROUND RODS REWS/8" " (15 .5cm) RADI S MIN.
A FR NT - - - A --,� --r- --rl
SEE NOTE #3 COPPERWELD 2 PLACES AS SHOWN.
3. ALL BRACKETS SUPPLIED BY I.I.D. UNLESS O O �- 15"
OTHERWISE NOTED. /��_ A 1 PLAN VIEWS WIRE TYP. 5/8�f 10'C.W PRIMARY CONDUIT SHALL BE ON THE LEFT SIDE
# 4CU. SOLID 4. A TEN 10' (305cm) EXTENSION ABOVE THE SWEEP 1 � PLAN VIEW OUND Roo GROUND KK((IIUD (1 PLACES) WHEN FACING PAD.
SHALL BE PROVIDED BY THE CONTRACTOR AND 6' �snwo.� GROUND
3• /WELD CONNECTION
SHALL BE OF THE SAME TYPE MATERIAL AS /r�wELD CONNECTION 1�/a «�. I SECTION B - B
\ THE CONDUIT RISER. I �• ONE-SHOT TOP OF PAD 1 CONDUITS HALL EXTEND 0' TO
ROADIE ONE-SHOT BY CUSTOMER SHALL BE LEVEL. i ABOVE PAD (SCH. 80 PVC.)
1 VND Roo 67( 6" 10 GAUGE WIRE MESH
/� SEE NOTE # 1 \ �i� �, �� /� LAND ° BY CUSTOMER 5a x1O' REINFORCING 2' OFF BOTTOM.
GRADE O�HIGH FINISH
SIDE. MAY EVARIDAESCORDi��TO FINISH
ND ROD
# TYPICAL CONDUIT RISERS sIts x1o'
SEE NOTE 2
I CONSTRUCTION NOTES:
NTS --I 12' 4'-3• FlNIS� / TRANSFORMER P ~'' ' '' // FINISH GRADE UNDER PAD TO 90' BEFORE POURING PAD.
GRADE BAR 2 (LOCAE�NS AS SHOWN) I ., 1. COMPACT ALL BACKFlLL FOR EXCAVATION
5' MIN. nr M_�._E" BELOW FINISH 2. ANCHORAGE S INSTALLED.
BE SET BY LI.D WHEN TRANFORMER
6'-0" (183cm)--i N O I � C E GROUND R9D `FILL WITHw8u8 3/8 AGGREGATE 3. ALL PRIMARY SWEEPS TO BE PVC SCHEDULE 80
GROUND ROD "IN ORDER TO COMPLY WITH s/e• x 10' IN. 36 RADIUS, ALL SECONDARY SWEEPS TO BE
G MANUFACTURES 5/8' x 10' MIN' G095/G012B REGULATIONS, ►2/o cu. STR. WIRE PVC SCHEDULE 80 24' RADIUS.
STRUCTURES SUPPLIED BY THE FOLLOWIN 1 4. CONDUITS SHALL NOT BE LOCATED WITHIN
TYP. 5 8�X 10'C.W GROUND SHADED AREA PER SECTION B - B .
R00 PLACES) 5. PAD MUST BE LEVEL MATH SMOOTH FINISH.
ASSOCIATED 12• WE RECENTLY CHANGED THE � � `'• � '
GROUNDING INSTALLATION METHOD PRIMARY TREND TYPICAL RANCH RUNNER PAD DETAIL ALL UR SID ON ACCORDING 6. CONCRETE TRANSFORMER PAD SHALL CONSIST of
CONCRETE UTILITY VAULT SAN DIEGO PRECAST tTAMPACT
IN 111�'�``�• • eoTTOM D ROD TO THE LOW SIDE DEPTH REQUIREMENT BELOWA FIVE SACK MIX.
(714)557-7470 (909)350-2675 ? o cuSTRAND FOR OUR TRANSFORMERS PADS.58557- 47 II - 86- 4- MH A . N0. 16V COE. PRIMARY TRENCFF PLEASE SEE DETAILS 2 & 3 A 5/B•x io NTS FINISH GRADE THAT VARIES. 7. SEE DETAIL 2 FOR PROPER GROUNDING METHOD.
VAULT �1T0M 5/a`•'x°10 FOR APPROPRL4TE APPLICATION". D RDA SECTION A -A
PRIMARY MED. CAT. NO. 3315V (IID)
PULLBOXES EPB-7100 IID IID 36-60 CAT. NO. 3314V 58No 10 SECTION A -A -- ND WIR BY I.I.D.SECONDARY - - TAMPACT (IID>THIS SYMBOL ON DRAWING
4b
BY I.I.D. MER; PROPOSED ti TRANSFORMER PAD
XFRS PADS ROUND WIR ..
SINGLE PHASE S-4872 IID IID 4872-06 p EXISTING ti TRANSFORMER PAD
30 75-500KVA S 6.66 IID IID 68 2- TYPICALGROUNDING FOR RANCH RUNNER TYPICAL GROUNDING FOR SINGLE & THREE PHASE TRANSFORMER
MAtER�L NTS NTS
30 750-2500KVA - IID 9696-08 _ r tom)
THIS SYMBOL ON DRAWING DETAIL 'A' DETAIL 'B' DETAIL 'C'
/�.5� PROPOSED PRIMARY PULLBOX r-
® / MI V
\ ��9� EXISTING PRIMARY PULLBOX0 B THIS SYMBOL ON DRAWING 15cm� 2 -6. / i \ 2 -6" �) 6 3
-� O PROPOSED SECONDARY BOX \ � 76cm) �\ / 4 -0. / (76cm) 3 DTHISNAREA 8" (20cm) a ( ) 72.
4'-0" / / 4 MIN 2
EXISTING SECONDARY BOX 12 cm) / (122cm) \ 5• (13� (tom)
S S S /\ / / / �OoppOc p0° o0OoO o 2 PL
3U Gm / / \ O C� O
.T' i W
Y W �
( STD .. ) �, C �\ /• W Y W
'nf k
�� ♦ O°o0oo 000 ( ) 1 000o 1;�
TYPICAL TRENCH DETAILS / ' 2' iz)° o ° ° o °0 0 °
NTS \ /\ ( ) 144' 3SEkV6c&) "PRI. 2 PL o 0 0 :.
/ P P. SHALL COMPLY WITH SEC. DUCTS DUCTS (2,}
36cm / G.O. No. 128 RULE W ONLY ONLY
Q SEE NOTES No. 43.3 AND 43.3A in
us 30' (76am) 1R
11, 4 , 5 & 6 IT I I x
Rlp, DETAIL D DETAIL E DETAIL F DETAIL 'H'
40
. 1p�Grn)
TOP VIEW
(91 i'1 CONSTRUCTION NOTES:
%1 cm /� 1. CONTRACTOR SHALL PROVIDE & INSTALL 8" (20cm) OF
3/8" (icm) AGGREGATE (PEA GRAVEL) IN BOTTOM SECTION
IR Ulp RE,IR� (1OF PULLBOX.
6 12. SECONDARY CONDUITS SHALL EXTEND 7" (18cm) TO
<:p
' dA) o 0 9" (23cm) ABOVE GRAVEL
(3 ply 00
oo ° O O
TEA!
" CARSON IND' S. "
O
1324-12L PENTAHEAD BOLT
CAPTIVE L-BOLT LOCK
O
/1324-2L COVER
O
(2) #1324-1L BOX
DIM
" CARSON IND' S. "
A
32-3
4 83cm
Al
25-1
2 65cm
B
23-1
4 59cm
B1
16
41 cm
C1
7
18cm
HT
15
38cm
hT1
30 "
76cm
K02 .
4
10cm 0
LP 1
2
5cm
CD
30
76cm
3. SIZE AND NUMBER OF f,ONOUITS IN EACH PAD TO BE AS SHOWN ON
10 TRANSFORMER PAD DETAI4
L CONDUIT LAYOUT.
. CONTRACTOR SHALL PROVIDE &INSTALL 3/8' (1cm) AGGREGATE
50 TO 167KVA S SHOWN.
5. CONDUITS ATO)TERMINATE ONTO 11M (Gem toA3cm) ABOVE TOP OF
NTS TRANSFORMER PAD.
CONSTRUCTION NOTES: _ _ 96" (244cm) � p� �WW
1. CONDUITS SHALL BE TERMINATED IN END WALL KNOCKOUTS BY USE OF CAST IN PLACE TERMINATORS, WITH NOT LESS THAN (4 5" (13cm) TERMINATORS PER KNOCKOUT. \ � \ -1 \ CONSTRUCTION NOTES:
PULLBOX BASE AND ALL GRADE RINGS. SEALING COMPUOND PER GROUT SHALL BE REQUIRED BETWEEN LAST \� 8' (2oc n) PEA I. NO BACKFILL WOULD BE REQUIRED IF PRIMARY AND SECONDARY CONDUITS ARE TO BE CONCRETE ENCASED IN A STACKED FORMATION. 72" (283cm) 16" 8" (20cm) ® PROPOSED 3/ TRANSFORMER PAD
2. JOINT SEALING COMPOUND SHALL BE PLACED BETWEEN I
GRADE RING AND TOP COVER SECTION PER DISTRICT'S INSPECTOR. 2. CONDUIT RUNS SHALL NOT CROSS EACH OTHER WHEN ON THE SAME LEVEL AND/OR PLANE. (41cm)
3. PROVIDE TWO PIECE STEEL TRAFFIC, OR 'RPM' PARKWAY COVERS AS REQUIRED PER DISTRICT DRAWINGS AND IN THE QUANTITY SHOWN ON THE SHEET. /\/\ srs oTs pf \ J /\ J. THE MAXIMUM Q TAINABLE SEPARATION BETWEEN POWER FACILITIES AND ALL OTHER SUB -STRUCTURES SHALL BE MAINTAINED AT ALL TIMES. MINIMUM CLEARANCE PER
4. ALL TOP COVER SECTIONS SHALL BE PROVIDED WITH 3/4" (2cm) DIA. ADJUSTABLE BOLTS FOR GRADE AND SLOPE (4 REQUIRED). - \/ "CAL. GO-128 . ® EXISTING 3� TRANSFORMER PAD
5. COMPACT ALL BACKFlLLS TO A MINIMUM OF 90X / �\ �\ // ®4. CONCRETE ENCASEMENT SHALL BE MADE WITH 3//8" 0cm) PEA GRAVEL AND FORM A MINIMUM 3' 8cm) ENVELOPE AROUND ALL CONDUITS, THE STRENGTH OF THE
5/8"x 8'-0' 1.6cmX244cm COPPER WELD GROUND RODS PER PUUBOX. \ �\ �\ �\ i �\ CONCRETE WILL BE 3,000 si. 212 k /cm FOI2 ALL LOCATIONS THAT WILL BEAR VEHICLE TRAFFIC, AND 3 SACK MIX FOR ALL OTHER LOCATIONS. 18"
6. CONTRACTOR TO PROVIDE TWO B p ( g j
7. FINISHED GRADES MUST BE ESTABLISHED PRIOR TO PULLBOX INSTALLATION. 5. PLASTIC SPACERS SHALL BE USED ON CONDUIT RUNS TO BE CONCRETE ENCASED BOTH AS SINGLE bR BANKED INSTALLATIONS. (46cm
8. BASE SECTION OF PULLBOX MUST BE LEVEL PRIOR TO ADDITION OF GRADE RINGS ETC. BELOW GROUND SECONDARY PULLBOX DETAIL 6. WHEN COUPLINGS ARE REQUIRED ON TYP "DB' SCH. 40 OR SCH. 80 DUCT, A (SWAGED) COUPLING SHALL BE USED.
9. ALL TOP COVERS SHALL BE MARKED WITH DISTRICT'S LOGO "I.I.D." FRONT RIGHT SIDE 7. THIS ASSUMES THAT THE THREE CONDUITS CAN BE LAID IN ONE LEVEL AT THE BOTTOM OF TRENCH. IF ANY PRIMARY CONDUITS ARE STACKED IN TWO OR MORE
10. SEE CONDUIT LAYOUT FOR SIZE AND NUMBER OF CONDUITS REQUIRED IN EACH PULLBOX. CONDUIT TERMINATING IN SIDE WALL KNOCKOUTS SHALL REQUIRE END -BELLS. NTS LAYERS ,THEY HAVE TO BE CONCRETE ENCASED. _
THIS SYMBOL ON DRAWING
THIS SYMBOL ON DRAWING9 ❑ 6'-0' (183cm THS SYMBOL ON DRAMMIG THIS AREA FOR SECONDARY CONDUIT 24"
PROPOSED MEDIUM PRIMARY PULLBOX ' 1cm
8® EXISTING MEDIUM PRIMARY PULLBOX 16' PROPOSED 30 TRANSFORMER PAD (76�m) 96"
❑❑ PROPOSED VAULT ENCLOSURE / 0+"-4'-0" (122cm) 41cm 8' (2�) ® L (244cm)
\`sow ® EXISTING 30 TRANSFORMER PAD THIS
ALL ONO BE CLEAR 12*
EXISTING VAULT ENCLOSURE
" �� �\ X • X
PROPOSED SWITCH ENCLOSURE CONSTRUCTION NOTES:
27-3/8 x39-3 8" (70cmX100cm) RPM-1000" ❑� �9t CONSTRUCTION NOTES: 1. COMPACT ALL BACKFILL OF EXCAVATION
POLYMER CONCRETE COVER MARKED QUIKSET -� �P 1 2'-0' 1. COMPACT ALL BACKFILL OF EXCAVATION UNDER PAD TO 90% COMPACTION.
& I.I.D. FOR 2'1 161cmX91cm) CLEAR OPENING. �� EXISTING SWITCH ENCLOSURE , 131C�I (61cm) UNDER PAD TO 90% COMPACTION. 24" 30" ® 2. CONTRACTOR TO PROVIDE TWO 5/8'x10'-O'
PARKWAY LOADING = 300 PSF. l GROUND
(1468 kg/m2) 1 Z ml .CONTRACTOR TO COPPERWELD PROVIDE TWO 5/8"x10'-O' THIS AREA FOR PRIMARY CONDUIT 1 cm PER PAD (INSTALLATION BY CONTRACTOR.)
2 x3 (61 cmX91 cm) 31 G / PiERcPAD (NSTALLATiON BY CONTRACTOR.) S (76 m) (SE DETAIL 3nFOR PROPER GROUNDING GROUND RODS
(3) 21"x64" (53x163) RPM POLYMER j CLEAR OPENING 12 c/A) - 3. SIZE AND NUMBER OF CONDUITS IN EACH METHOD).
CONCRETECOVERS. , 244 PAD TO BE AS SHOWN ON CONDUIT LAYOUT. 3. SIZE AND NUMBER OF CONDUITS IN EACH
PARKWAY LOADING = 300 PSF. ' �2pG�) 8,0 �p><• 4. ANCHORAGE TO BNS T BY I.I.D. WHEN
T
pp������ S Tq PAD TO BE AS SHOWN ON CONDUIT LAYOUT.
(1468 kg/m') C�) A SECONDARY C .- 1'-6" 5. NTRACTOR SHALL PR�BE &INSTALL 5/8"X 10' (1.60cmX306cm) 4. ANCHORAGE TO BE SET BY I.I.D. WHEN
2 x2 xt/4 (5cmX5cmX0.6cm) (31
(46cm) 2'-0' 8'-0" 3/8" (tcml)NAGGREGATE (PEA GRAVEL) CW. GRND. OD) 18.. TRANSFORMER IS INSTALLED.
REMOVABLE, SEATED. )�, ) (stem) (2 ) 6. A PRECAST CONCRETE MAY BE USED. ALLAROUND
CHAMFER (46cm) 5' �1cm� AGGREGATE (PEA ACTOR SHALL GRAVEL)NSTAII 3f8'
�- UNDERNEATH TRANSFORMER PAD, AS SHOWN.
T-BEAMS 2PL. Rp �6 (168 THIS AREA TO BE CLEAR 7' 0 7. SEE DETAIL 3 FOR PROPER GROUNDING 6. A PRECAST CONCRETE PAD MAY BE USED.
" 5' (13cm) 4 KNOCKOUT OF ALL CONDUIT {(18cm) _ METHODS. TOP VIEW
5 13cm 0 SINGLE DIk /-CW8"GRND' ROD cmX306cm)
( ) 8 AT FA END-16 TOTAL IfJ •
TERMINAT 16 PL. TYP. Q t' FINIS GRADE 3" (8cm)
5 5' 19 X (3cm) X 6" X 6" (15cmX 15cm)
THIS AREA FOR PRIMARY CONDUIT t'-11' (2
1c0
) 6"15.25cm 10GA. REINF. MESH 8" (20.32cm)
6" (15cm) 0 SINGLE - : )' �atti� ( )
) ( ..
TERMINAT 24 PL. TYP. (1) g o �P'
O GROUND ROD 19'S" O O O O O O O O O0
O
12- Z" 5cm 0 SINGLE (q9 O_ 0-0-0 O O C' O ^ C DUCT( LAT
OCATION
TERMNNAT)B PL. TYP. O LOCATION HOLE 5
O \ ) ®CW. G N'D. R60cDmX305cm) PEA GRAVEL n
m��rc , (15 W 30 TRANSFORMER PAD DETAIL
SECTION X-X
cm) PEA GRA ❑PARKWAY COVER REQUIRED i' (3cm cHAMFE 750 TO 2500 KVA
6 (15) ❑TRAFFIC COVER REQUIRED ALL AROUND 30TRANSFORMER PAD DETAIL PROJECT - NW -.P. SHEET 3 OF5
6 Q) �) 4'x6'-6"x5' PRIMARY MEDIUM PULLBOX DETAIL TOP VIEW 75 TO 500KVA IAL IRRIGATION DISTRICT
- 7/8" (2cm) 0 GALV. PULL DETAIL 8 & 9 CONSTRUCTION NOTES: NTS 3• (8cm) NTS REVISION CHART
'. 4FINISH GRADE 6"x6' (15cmX15cm) 2" (5cm) 5//8'x10' (1.6cmX305cm)
IRON CAST IN 4 PLACES 10GA. REINF. MESH CW. GRND. ROD DESCRIP110N COACHELLA VALLEY DIVISION
1. CONDUITS SHALL BE TERMINATED IN END WALL KNOCKOUTS BY USE OF CAST IN PLACE TERMINATORS, WITH NOT LESS THAN (4) 5' (13cm) TERMINATORS PER KNOCKOUT. ; ° 8'(20.cm) CaII: TOLL FREE - - C.H.
2. JOINT SEALING COMPOUND SHALL BE PLACED BETWEEN PULLBOX BASE AND ALL GRADE RINGS. SEALING COMPUOND PER GROUT SHALL BE REQUIRED BETWEEN LAST ° ','"': o UNDERGROUND DISTRIBUTION
GRADE RING AND TOP COVER SECTION PER DISTRICT'S INSPECTOR. O O O OER TO DETERMINE 1E cc
3. PROVIDE TWO PIECE STEEL TRAFFIC, OR 'RPM" PARKWAY COVERS AS REQUIRED PER DISTRICT DRAWINGS AND IN THE QUANTITY SHOWN ON THE SHEET. O O Oynl\
O O > O O O O ( 1R EL AT PEA 1-$00 >`Of CIS
W.
4. ALL TOP COVER SECTIONS SHALL BE PROVIDED WITH 3/4' (2cm) DIA. ADJUSTABLE BOLTS FOR GRADE AND SLOPE (4 REQUIRED). �� GRAVEL n r� O : O O O O O n n GRAVEL AT 4Z2-4133 I CAPITAL PROJECT cc
�A 5. COMPACT ALL BACKFILLS TO A MINIMUM OF 90X � 6" ((15cm) � O . O O C WATER II�
6. CONTRACTOR TO PROVIDE TWO 5/8% 8'-0' (1.6cmX244cm) COPPER WELD GROUND RODS PER PULLBOX & VAULTS. (TYP.) ADAMS DUNE PALMS & H" I I I TIES L
TWg WORKING DAYS
7. FINISHED GRADES MUST BE ESTABLISHED PRIOR TO PULLBOX INSTALLATION. SECTION X-X BEFORE YOU DIG PauER LA QDINTA SUB & NORTH LA QUINTA SUB
TYPICAL VAULT DETAIL B. BASE SECTION OF PULLBOX MUST BE LEVEL PRIOR TO ADDITION OF GRADE RINGS ETC. co UIT LAYOUT
NTS 9. ALL TOP COVERS SHALL BE MARKED WITH DISTRICT'S LOGO "I.I.D."
10. SEE CONDUIT LAYOUT FOR SIZE AND NUMBER OF CONDUITS REQUIRED IN EACH PULLBOX. CONDUIT TERMINATING IN SIDE WALL KNOCKOUTS SHALL REQUIRE END -BELLS. DESIGN: ,CIS CR DATE: 6
:m ':0 f7I
j / VIEW
\ 122cm 1 2(PLA•CES• (1.6cmX41cm)) UNISTRUT OR QUICKSTRUT
48'
/ 4'-0" X< 4'-0" / 4'-0" / / 4'-0' 20. 1-(5/8"X5' (1.6cmX13cm)) UNISTRUT OR QUICKSTRUT
\ (12 cm) /(122cm) \ (122cm) (2 PLACES) ON ALL PADS.
�(1 2cm) / S
(� C.W. GROUND RODS. (SEE DETAIL 3
�:, \ + o�o ° o 0 6 0 0 o 0 o o ° t2'�(30cm OF FOR PROPER GROUNDING METHOD).
/\ / `. / O 0�oo°on°°oo9°oo°°�A7bUCT)
�,� / o o ° o n o CONSTRUCTION NOTF;.�:
P P / �. �� / �;V t : ::: P :. \ 1'-2" 3 �O O i O p UAL`"O ° °' LOCATION r
��-., o o r 1�T LPf \ �\ ' ; ': �\ (36cm) s" (1 ) �T- 1. COMPACT ALL BACKALL TO 90% UNDER PADS PRIOR TO SETTING PAD.
00 �1 - \ / / O PEA GRAVEL ®2. CONTRACTOR TO PROVIDE TW0 9/8'X10'-0' (1.6anX305an) COPPER
o \�� 0 0 0 0 0 0" •.: ;: o o ° r pG6RE \ \ iro2 SEE NOTES 4 & 6 SEE NOTES 4,5 & 6
0� �� `0000 000 0o pF \ 4PL, DETAIL G
3 ' / SEE NOTE p4 WELD GROUND RODS PER PAD (INSTALLATION BY CONTRACTOR).
O O O O 0 p° °O Q° O O O O O l� E []PARKWAY COVER REQUIRED HT\/
�o 000 0° ° O O O ❑ TRAFFIC COVER REQUIRED \
75 cu/yards O o 0 0 O 3'x6'x5' PRIMARY PULLBOX DETAIL �HT1
.57 cu/meters 00 NTS ®CD \/� 7"(18cm) To
CO DUIZ crTJFnTTLE
COUNT
DIAME'I'ER
ENCASED
NOT ENCASYIF-
PRI
SEC
PRI
SEC
ANY
3 0 OR LESS 7.62cm
•
ANY
STREET CROSSING
•
•
3 OR LESS SEE NOTE 7
4 0 10.16cm , 5 0 12.70cm & 6 15.25cm
•
•
4 OR MORE
4 10.16cm , 5 0 12.70cm & 6 0 15.25cm
•
rn im
9
-D
�� Y
N.W.N.C.
TO RISER T11613-80'
S N.O. PMH-11
N-131 I N-121 UN6536S
(SD
TRANSFER EXISTING 750 MCM 7.2/12.5KV
FROM CKT N128 TO N131
-.--UN6519V
U) nV2
TEE SPLICE CKT. N-131
& CKT. N-128
STRUCTURE NOTE:
6 3 3
IN: AA AI AL 33
750 P P P
P
6 6
4PLC 750 P
P p
6 3 3 6 3 3
IN: AA AI AL Y AA 0A1 AL 303
750 P P 750 P P P
p p
>
N7241H
UN72 38P
t
7 0
UN7.;4T
UN7237P
>
zi
(%
- ------- ------------
-UN7245F
--AVENUE
u
17
C�
4e
UN6515V UN6514V
------------- ------ NEW CRKN-131 NEW CRK N-131 I
750 926' _@ 1340'
PULL-THRU
PULL-THRU UN6514V
UN6518V
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
PREPARED BY:
PROJECT # P— 6326
REVISIONS I DATE
TYMN/04fit
FOR
IMPERIAL IRRIGATION DISTRICT "PROVED BY:
23-315 FAWNRIDGE DRIVE APPROVED BY:
PALM SPRINGS, CALIFORNIA 92262
PHONE (760) 880-0205
j
Z'
UN7259S I
UN7 2 97P
UN6840V UN6841V
TEE SPLICES Y PULL-THRU
)NEW CRK N-131
162' 50 N-127
N-128
PULL-THRU M-129
UN6841V
N-130 N-131 IN:
JOB -- N-131
[A OM SUB
NETWORK # 4021880 Csp N A SHEET 40F 5
BY IMPERIAL IRRIGATION DISTRICT
RD ENERGY
UNDERGROUND DISTRIBUTION
CAPITAL DATE IID CAPITAL PROJECT
DATE
ADAMS DUNE PALMS & HAY III TIES
LA QMi SUB & NOW LA QUINTA SUB
ONE -LINE NEW N-131
DESIGN: JMS/CR
C f%,% /,Zn Inn r1uc'r'.vc'r) Qv- DI)PM/Pry 19 __1 -, Ln
SEE RIGHT
MATCH LINE
(w�2 0 4 7(P 3)
WHITE WATER S)`
ARM
ROME
53'
�5
go,
DG
2
BELOW
MATCH LINE
T4625-45'
op 1042105-45'
950663-40
622 1
50' 100' 200'
SCALE: 1"=100'
T.5, R.7, Sec.29
RM: EXIST. O.H. WIRE
IN: 4-397.5 MCM AAC 7.2/12.5KV 30
PRIM. PER SHOWN LENGHT.
SEE 140 _5-____ ___________
T46i2-45' 0 F
RM: 52 53 50 10
KVA
120 240V
178
RM: POLE COMPLETE
2W
6B 6
IN: GXM
65 AX 44 p
0,w
RM: 17 48
3B
38
IN:
206
RM:
KVA (LEACKING)
L
120/240V
3e
1 25
IN: 17 48 52 53 KVA
T-462 —45' 2 120/240V
LUSE(I) M _K. M FUSE
128
MATC
C:A
88' 1098706-45
SEC RISER
T-6855-45'
67 L 1637
145 1
167'
81,
REV. RISER
PMH-10 - LAST M wa
UN5125S Kr-
UN5125S
4008
257 1
65 R 289
67 AR 61
T4627-45i
66 AV 43
1097510-50
T-4526-45 I
EED. 4�5
921284-45'
74'
�g � T6851-45
292 1
SEE' LEFT TOP
�I LINE
Wl 2047'
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
---- - ------------ - ------ -
o T4625- 45 MATCH LINE
r '71
PROJECT # P-6326 NETWORK # 4021880 - csp # NIA SHEET 50F 5
PREPARED BY: REVISIONS DATE BY IMPERIAL IRRIGATION DISTRICT
III) ENERGY
UNDERGROUND DISTRIBUTION
FOR for
APPROVED BY- DATE IID CAPITAL PROJECT
IMPERIAL IRRIGATION DISTRICT LA Q SUB & NORTH LA QUINTA SUB 3-
WIRE LAYOUT
23-315 FAWNRIDGE DRIVE APPROVED BY. DATE A
PALM SPRINGS, CAUFORNIA 92262 DESIGN: JMS/CR
PHONE (760) 880-0205 1 L&JI 11MV11
ID�AWN:JMS/Cm I DATE: 03/30/061 CHECKED BY: IAEP-ROVED- 9
Z'o P PC