4215NOTE:
With proper -validation
this form constitutes an A- CITY OF LA QUINTA
encroachment permit. a,,
"'APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
DATE: August 27, 2004 Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
1 4 mile West of Jefferson on 54th, CIP 2002-07
LOCATION OF CONSTRUCTION
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To run IID electrical from pole Sketch (attach construction plans if a
at street to new ma ntena'D.ce Dux a3.ng at Silver ock—z' rk appropriate)
DESCRIPTION OF CONSTRUCTION bawcut street, aig 46 , instal 2 - S" conduit for iID backiill,
patch street.
DIMENSION OF INSTALLATION OR REMOVAL aawcur approx, .V x, 75'
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN ASAlN
APPROXIMATE TIME OF COMPLETION weed tiom start data
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees
to:
Indemnify, defend• and save the City, its authorized agents, officers, representatives'and employees, harmless from and against any and all
i penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
il...s<.. w..wtw,....,
Signature ofCApplicant or Agent
Tony Damico, Bruduik Inc., 600 Eugene Road, Palm Springs, CA •92264 (760)320-4429
' Name of Applicant (please print) Business Address Telephone No.
-Veitz-G-91f Construction, Inc, 43525 Ridge Park Drive, 3te.200, Temecula 92590
Name'of Contractor and Job Foreman Business Address
482623 (C-10)
Contractor's License No.
Clarendon America'Insurance CAA.001000011
Telephone No.
2542 (4/30/05)
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class I II
Public,improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule;g �s 4/�.g
f.� G.L
Inspection Fee $ 0.00
Permit Fee
Penalty
Cash Deposit -Surety Bond 0.00,
if required
TOTAL: $ 18�r8$- KID
Receipt No. ff �`
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
4
DATE APPROVED
EXPIRATION DATE
DATE -ISSUED
By
Administrative Authority
Telephone: (760) 777-7075
�y aur«rw
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 8/ 21 1 o4
Location of Construction: V4 m i I e. Q e s
. CZP Zoo2-off
Purpose of Construction: Zo ru, i=b akctVjL&k qrG.^ oo\1-(_A sk<«�c N. n4_1.j
Mcan�w.�nce b•+�\a�,n, [o] .Si\vtr Qe �eSo�i•
Description of Construction: kc t, \\ t 5"CAdam, o,
Dimension,of Installation or Removal:. ,..c A 2.t x 15
Approximate Construction Start Date: p,S AP
Approximate Construction CompletionDate:2 e�k�,,,� s��..� lake -
Estimated Construction Cost: $ y�voe
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: 7..�u Phone Number: (760 32o-44t9
Name of Applicant: ��� a.,; k 5.,, c.
Applicant Address: O CA 012 (0y
Applicant Telephone. Number:? (o� 3Z.0 -44 Z9
Name of Contractor: LJ e; m Go\q C�.,� ��ir,��. a�.�• c.
Contractor Address: Lj35ZS R'a,c Pa,rk Dc . Sjk,_ 2on Tt "wk.. Ck . 4'4 o
Contractor Telephone Number: q oq (0 1 4 l
Contractor State License Number:
Contractor City Business License Number:
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
Applicant or Contractor General Liability Insurance. Company:
Applicant or Contractor General Liability Insurance Policy Number:
C- AA Oo ► o000 l
Office Use Only:
Inspection Fee:
Permit Fee:
v J
As -Built '
Deposit: �-
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only,
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
PERMIT NO.4215
Silverrock at Ave 54/II1) Conduit Crossing/CIP 2002-07
In addition to the standard permit conditions, the following shall apply:
1. Pursuant"to Section 14.1.6.320 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. Brudvik, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
and erosion control.
3. This permit or copy of it- shall be on the work site for inspection during the actual work performed.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant.to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site; the Permittee shall comply with City regulated work hours. Operation.and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st 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 o i legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in anyway.
7. 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.
8. 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
l
Special Conditions Page I of 4
PERMIT NO.4215
Silverrock at Ave 54/IID Conduit Crossing/CIP 2002-07
review and approval one (1) week prior to starting any construction. It.shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
9: Prior to excavating, if required, the 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.
10. 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.
11. 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 with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that 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 br 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.
n this trial length of trench, compaction.tests shall be
D. If lifts greater than one foot are attempted i
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
Special Conditions Page 2 of 4
PERMIT NOA215
Silverrock at Ave 54/II1) Conduit Crossing/CIP 2002-07
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
,F. - The depth of the randomly selected compaction tests shall also be randomly selected except that "
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is. represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
' . H. All costs incurred due to the conditions above shalt be borne by the Permittee. Copies of all test
' results shall be furnished to'the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of .the public. Lengths of open 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting,. etc shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times. L
15. 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.
Page 3 of 4
Special Conditions
PERMIT NO: 4215
Silverrock at Ave 54/IID Conduit Crossing/CIP 2002-07
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved ''/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
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-4.000
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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by 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.
16. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
17. Pursuant to Chapter 12.56 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at. any time.
19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
20. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Page 4 of 4
Special Conditions
i�
City of La Quinta'
The following General and Special Provisions are attached to and made a part of
Permit Number 4215
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 (1/4") to one foot
❑ 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 Y2") 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:
Citv 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 nirfety-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 (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.
H�zk , J
NO SCALE
APPROX'/4 MILE
350 FT 350 FT 3
C-1e. AVE.54.
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS MANUAL OF
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
: 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF • AppfO"e° By Date spas° omit
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. - 55
_ y
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH PmlectNeme
- -TRAFFIC CONTROL PLANS. _
Install Electric Line for Silver Rock Maint. Yard
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL•TIMES THERE SHALL BE A MINIMUM T BEIWEEN�THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. P'�C0" T`8ftC015d Conhaaor
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. - Bf UdVlk Electric .. Tops N Barricades, Inc.
6. THIS TRAFFIC CONTROL SHALL. BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR_OF DEBRIS AND RETURNED TO NORMAL.
ma By BMW on
7. DUE TO LOW VOLUME OF TRAFFIC THIS WORK MAYBE ABLE TO BE DONE WITH 1 FLAGGER WITH ANOTHER LABORER ON HAND TO HELP IF NECESSARY. FLAGGER SHALL WEAR (800)852-TOPS - Ron Fifield CALTRANS 5 18
AN ORANGE OR LIME VEST AND HAVE A STOP & SLOW PADDLE. THE FLAGGER SHOULD BE ABLE TO SEE AND BE SEEN BY BOTH NORTH AND SOUTH BOUND TRAFFIC. t um Date - PertnnNumDer
1 9/1 /04 , • To Be Issued on Approval
TRAFFIC CONES SHALL RF MOVED TO OTHER SIDF TO CC )MPLETE THE CROSSING-
_ h •.. j• ITS
< `^°CONTRACTOR NOTES
t a , COMiRACTDR IS ToPRO�AOE AND .. A
OF TWO COPPWW1# 011% 'ROM 5/6' BY MIT F.EET110
(2)
Imperial Irrigation Di s t�ri c t
LL OEM ABE RESPONSIBLE MR
I D6911 RI N C0IARAGTOR MALL
ALL 10XVI D MD/OR N1DC1RY PERMITS AND FEES .TWIT. MAY BE
AGENCIES.
N UW K A? f/¢KI PRIMARY PULL WL MAAHML WUL7. AND RISER
POLL A MN9AA1 OF 7W§* WAM RODS. S/6' TRY TEN (1 N
Coachella
valley
.POSED TRY M. CCUFIY, OR SANE
IT SWLL BE THE OF THE RESPO/LSBTTY N.SOUlAT10N CONTRACTOR TO ESTABLISHLENGTH
. Mll REAIRAFD AND!NSDILLFD BY THE CONITFTAL'TOR AT
2.
ALL GRADES (ROUGH ND MIMI BENCH MARKS. PRDPERIY COR)ISS, TIES. FENCE
AS REDUIRED TO
EACH TRANSFORMER PADYTO C0111'LY MATH GENERAL. DRIER . 41 2,L
Power
" D 1 Vl S 1 O n
WIALLS. PROPERTY LRES OR OTHER FIELD REFERENCES
6TALL AND VERIFY TIE IGM ATION AND LOCATION OF POWER FACurs.
INSTALL
19. CONTRACTOR "6 RESPONSIBLE FOR'POMLANEIFT AID WATERPRW MNiW-
NGS ON ALL INTERIOR VAULT TOM =1115, ANY AND ALL CONDUITS:,
i 3. FT SiMLL BE 7W RESPONSIBILITY` OF THE INSTALLATION CONTRACTOR
CONDUIT RUNS. Am STUO%•OUTS. WITH THE CONDUIT NUMBER CORRES-
'
TO ESTABLISH THE LOCATION AND DEPTH OF ALL CRUSTING POWER
PONDNG TO THE WU118EA-SHOWN CWTHE RILS A
SYSTEM R AND FOREIGN �'""""NE'"`
AREAl7E CONTRACTOR STALL ALSO MATE THE THE USA ONE CALL
20. SINGLE PHASE 1RANSFDRMEA PADS NSTALIID ADLACENT 70 ROADS
CITY OF
LA QUINTA
AND KEEP THE ONE CALL TICKET UP TO DATE.
THE IMSTALLATION C NT'ACTDR SHALLBEAR THE RESPONSIBILITY FOR
SHALL HAVE THE PRIMARY CONDUITS INSTALLED TOWAI0 THE ROAD.
SECONDARY CONDUITS INSTALLED AWAY FROM THE ROAM
AVE. 54 &
JEFFERS ON. ST.
4.
' RESTORING 70 WS FORUM CONDITION. AS NEARLY AS. POSSBE ALL.`
21. CONTRACTOR SMALL SEAL OR CRO1T AROUND SFAi6 LID SECTIONS.
`
r
EXCOAW= AREAS OF THIS WEAK AND COMPACT ALL BACIWLLS TO NOT
AM DUCTS ENTERING VAULTS AND PUL B07CES TO PREVENT SOIL
LESS THAN 90L 9ll2= AT STREET CROSSINGS ABOVE CONCRETE
AND WATER ENTERING AT JOINTS OR OPENING&
DIGISEUMDTS SHALL BE NOT LESS THAN A 2 SACK SAND SLURRY FROM
70P OF CONCRETE ENCASEIAENT'TO STREET SUB -GRADE
WENT OF ceNDutrs AT STREET CROSSINGS SHALL BE 300". STRENGTH. -
22 WHERE THE IR OF 7 DIAMETER OF THE -CONDUIT L SMALLER UCT
DIAMETER IT TINE " THE VAULT RLEDLTWO
OF 7W0 '
PROJECT # P - 5 3 3 0
CONTACT PERSON:
ATE FOR ENCJLSOMDIT OF POWER DUCTS FOR ALL DIM LOCATIONS
SWILL NOT BE LESS TIUW 3 SACK.- 3/6• AGGREDIATE (PEA GRAVEL) MIX
TIM W.
IONTHE
O PLACE A MINIMUM
CM AAMINIMU
KIN (2 CONDUCT HE CMD 41 WALL
FEET (2� FRDY THE 1]TERTML NNl of THE VAULT.
NETWORK# 4016029
MARK II EISS
5. THE TERM ENCASEMENT MENr AS USED HERE11, SHALLUEAH. A 3' ENVELOPE LOPE
BE
'
C . S . P .'# 8 41 6
777 — 7 O 3 5 "
. AROUND ALL SIDES OF ONE OR MORE DUCTS DUCT SPACERS SHALL
VAIIT
REgUPiED BETWEEN CONOUTS AT, NOT MORE THAN 6 FOOT INTERVALS
S ALL ONCASEME T•OF_POWER DUCTS WILL RFOUIRE AN ON SITE NSPELTOR
= Comm
-
Tiff OF DNCASOmNT (SET NOTE 7 & 6 BELOW)-" COPY OF CONCRETE
. AT THE
TRIPTTCIET, TO BE GIVER TO NSPECIDR SEE DETAIL /5G, ON THE DETAILS me vaf
SHEET: FOR CONDUIT CONFIGURATION SCHEDULE. ! 23 SMALL KEEP ALL DEBITS AWAY FROM LLD.'S ;
TRANSFORMER PADS. PRIMARY VAULTS, PRIMARY RILL BD)ES
7. THE Mb7ALlAT10K CONTRACTOR SWILL MANDREL ALL CONDUIT RUNS TO SECONDARY - PULL BoREs TO GIVE LLD. PERONEL ACCESS DURING
AND NCLUDNC SERVICE DUCT, LLD. TO PROVIDE THE MANDREL AND', DURATION OF THE PROJECT.
NVECTTM (NSPELTION SCHEDULES AW. SUBJECT TO A MINIMUM 45
HOUR ADVANCE NOTICE AND ARE BY APPOINTMENT ONLY-(760) 398-5614.) 24: "7RUISFORVER PADS. PULL BGXDS. MANHOLES, VAULZAM SWITCH PAD
8: ALL LLD. POTTER AID/OR_ COYYUNKh1TION SYSTEM INSTALLATIONS IN INSTALLED INN, SMALL BE AMINSTFLU 3' ABOVE ANAL GRADE OIR THERE NOT '
. INSTALLED N SDEYOIII� Nm FLUSH MIRM FlWLL SLIEWALK FOR 71106E
r' JOINT TRENCH INClLDING BUT NOT LIMITED T0; CON DUITS:.VAULTS- . a' INSTALLATION& N AREAS WITH SLOPNG CONTOURS GREATER TIMN 1/4- IN
.D..�emDurD Dux eswrc RFIYM MFTFR PEDESTALS - TO THE FOOT. THE TOP EDGE SWILL BE SET AS SHOWN ON DETAIL SHEET
ETC. WILL REOURE INSTALLATION NSPF1.'T10N BY LLD. ABOVE HIGHEST PONT OF SLOPE.( N NO. CASE SHALL THLKL Est Poi¢ LIMN
6' OF SLOPE N 6 FEET OF HOFLIIONTAL YEASUR�J:L) SEE ALSO NOTE
9. CONDUIT SHALL BE #26. THIS SHEET.
Coma IOEx 25- SLOPE EMATIONS GREATER THAN THOSE DESCRIBED N DETAIL BELOW. MAY
COOLLT . SRIAI7rt SIEIPS I RISER I Tx PADS I STLOIOY6 I MIDI IREOUIRE RETAINING WALLS ON THREE SIDES. PER LLD. SAFELY AND '
ELECTRICAL CLEARANCE REOUREMENTS. (Y IN HEIGI f-:PER 1 LINEAR • .
..64I = REIOURE RETAINING WALL). - -
' SIDE VVW .
10. "N ALL EXACT RUNS,THE . NSTAL AT1ON CONTRACTOR -TO FUR14M AND INSTALL r1
THE FOLLO* G
- - - '� .' ►AD!/ VAULT '; OlCdWO LANE �` .
mnEs > v.
117t ,
114. 318' 112,_1 26• .. SHALL BE RESPONSIBLE TO PROVIDE A
NOTES 1) POLYESTER 1IEASURI CL PU M TAPE POLYESTER ROPE WILL ' MAIMING WALL AROUNDOISiRICf FACILITIES WHERE APPLICABLE
. m AS DESCRIBED N DEUIL BELOW.. PER I= REOUTAEYONTS. IF THE
2) AFTER MANDREL 6 COYPLEIE. A MEASURE IEENT ROPE YUSi EIE N` PLACE IN �, SLOPE, IS CREAMER THAN WHAT 6 DESCRIBED IN NOTE 25,
ALL DUCTS TRENDED FOR 3 PWISE CABLE. ROPE MUST HAVE 1 FOOT MEASUREMENTA RETAINING WALL LS.70 BE R6TALLM THE DRAWING SET -BACK :
RUA RA T 10. - ARE REQUIRED FOR DISTRICT PERSONNEL. TO MANTPM AND OPERATE .
WHERE A'" WIAI.+ A COImUT MEASURING TAPE PROVIDED BY. E7THE7t EAUPMENT SAFELY. THE DISTRICT WAS THE FINAL DE,—_1ON MMERE
RETAINING WALL IS TO BE INSTALLED.
1) CCNDIgC (800) 533-2007 31C DUPOWT 'ITvuR'
2) PACIFIC STRAPPING (800) 787-0451 OR (310) 90 --1214 PACSERAP
POLYESTER MEASURING A_ PULLING TAPE NOTE TCHART BELOW WILL NDIGTE THE SPACE AVAILABLE 70 OPERATE.
IDHE
AND OR MANEUVER EQUIPMENT SAFELY.
11. CONDUIT SWEEPS N DUCT RUNG SHALL NOT HAVE LESS THAN A
:12'-6' HORIZOHUL RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS
(SEE CURVE DATA TABLES ON BANS FOR .NDMDIAL REQUIREMENTS)
A2. ALL Z• AND . 3' SERVICE AND/OR SECONDARY CONDUITRISERS WHICH
ENTER EMLDIMM SERVICE PANELS, SECONDARY 80)= TRANSFORMER
PADS'. METER PEDESTALS ETC, SHALL WLVE'A 2'-0' MINIMUM
TYPE OF STRUCTURE
•A•
•B•
•C•
SK1 MUM
31
3'
T
e' x Imo' PRIUW VXv
VARIES
DRAWING INDEX
DWG NO.
DESCRIPTION
1
COVER SHEET
2
'UNDERGROUND CONDUIT WIRE'
3
TYPICAL DETAILS
4
TYPICAL DETAILS
RADIUS.NOTE FOR ALL 1/ ! 30 It0116 MER WLL RM RE 70 00 TIE 11EMIC BALL
13. ALL 3' AND 4' PRMARY COFDUT RISERS WHICH ENTER TRANSFORMER
AT Cat
OF TIE PAIL 27. THE DISTRICT WALL PROVIDE AN UNDERGROUND POWER TLSPECTOR
PADS PRIMARY METERING PANELS. UNDERGROUND SWITCH GEAR PANELS •�J r ANYDUR
THE ACTUAL INSTALLATION O OF CONDUIT AND VAULT SYSTEMS
AND POLE R6Ei6. SWILLWIVE A MINIMUM 3-0' RADIUS FOR 3' I I ANY THE REQUEST FOR 24 HOURS
ON A PROJECT YI E BE SdEDILU>)
WITH THE DISTRICT 24 EMOTES PR10R TO ACTUAL NF». FAILURE
DUCT AND 4'-0' FOR 4' DUCT.�+� out I ON' THE PART OF• THE OWNER(S): -DEVELOPERS) OR CONTRACTOR,
14. ALL 5' AND 6' PRIMARY CONDUIT WHICH ENTER TRANSFORMER TO SCHEDULE AND/OR OBTAIN AN INSPECTION AND APPROVAL FOR ANY.
PADS, PRIMARY METERING PA EIS. UNDERGROUND SWITCH GEAR PANELS nwEe
__ �. �• PORTION OF THE UGFTTTNIG OR UNDERGROUND POWIIt .SYSTEMS.
AND POLE RISERS SHALL HAVE A MINIMUM 5'-0' RADIUS FOR 5' ANY RESULT N THE TOTAL REJECTION OF THE NEWLY INSTALLED SYSTEMS.
AND C DUCT. 6D ` A -A A -A PLEASE CONTACT INSPECTOR AT (760) 39B-5614
ra Fort •
15. ALL CONDUIT ENTERING TRANSFORMER PADS SHALL BE CUT OR .ZERO TO FAdLTY '
1 NCN FROM ABOVE THE TDP OF THE PAD:
18 ALL CONDUIT ENTERING SECONDARY PULLBOxES OR SPLICE BOXES SWILL — • I 21L CONTRACTORS/ DEVELOPERS TO REVIEW PLANS AS. SOON AS REICEIVED
BE CUT OFF 7 TO 9 INCHES ABOVE THE PEA GRAVEL • t FROM ID FOR POSSIBLE CONFLICTS OR PROBLFH ON LOCATIONS OF
TD STRUCTURES. ANY REVISIONS TO ORIGINAL ID DESIGN WILL REQUIRE
' ' I , ADDITIONAL QNfKNEERINC Tiff AND MIGHT CAUSE ADDITIONAL DELAYS
17. 57UBOUi DETAIL -'SIDE VIEW »
cash UW 7D THE PROJECT.
raa
' �2, _ I"'�� PROJECT P-5330 Nw# 4016029 c P.4 BALMS siRrFr t of 4
..r,: I - -
CAPJ ; � CMEM SUM CMD TOLL' FREE
�awaaMm 422-4133
CAP
• lala a�a ODE NEW ', - nD Wamaq o 01g
9amumEa+
`o%
1 `li T r'i l `�i
��Ii����"
r 7•:.MJ. all
�
CURVE DATA TABLE
RADIUS
<
'LENGTH
R5
_ ` 25.0' ..
90'
39.26'
WWa sma IN DNA"
cm "Apem man
pw
q DOSTMR fmm PaE
• s•
:9' (�)
1. rsEE. NM 13
1 'ICU. SOLID
r� SEE NOTE 11 �
SEE NOTE 12,
CONSTRUCTION NOTE .
1. CONDUIT SWEEPS TERMINATNG AT RISER POLE
SHALL BE SCFLBO 111/5-0 (152.5an)-RADIUS MR
2. GROUND RODS ARE ' (I_San) 10-0 (24km)
COPPERWEID 2 PLACES AS SHOWK
3. ALL BRACKM SUPPLIED BY LI.D. UNLESS
QlTi 1NSE NOTED.
4. A TEN td: 00'5M) EXTENSIOI/'KBOTt `'nE A '
SHALL Ell PROVIDED BY THE CON1.RAG1OO'AM I
SHAL4 BE!OF.7HE'•SANE.7.(PE.1AU9fRIAl
-. TnE _C1_. 4SER
TYPICAL CONDUIT RISERS .
NTS
STRUCTURESSUPPLIED BY THE FOLLOWING MANUFACTURES
ASSOCIATED UTILITY VAULT SAN DIEGO PRECAST
CONCRETE _ +eeeloCn_9W 7ri ?
30 /5U-ZDUUKVA - ----
111des sn9 OL ON ORAME
4 0 rytOpOSEP ,..RAVIOLI RUNNER PAD
2'-6' 0' COSTING 10 RANCH RUNNER PAD
�} i}'
6' 6' ,
6-X 6' 10 CrU/�E IIEf MESH 1' ROUNDED OR CHAMFERED EDGES.
R5VFDRCWG 2 OFF BOTTOM.
� I
cu -HIM. be N
r
15T
IYP..S if 10'C.W PRIMARY coNDLeF SHALL BE ON THE LEFT SIDE
t7tOUND
Typ-. ROD (1 PLACES) M1ffId FApNG PAD.
SECTION B - B
TOP OF PAD N.L G10NOU/I5 $FNLL DmwD 0' TO
S11AL1 BE LEVEL 1 6X6'P110 GAUGESCHMETRE M
RENFORCM 2' OFF BOTTOM. FWLSH
RADE ON HIGH SIDE FINISH W
• U • SIi4PlD_ 5/6' REW FWLSH GRADE
BAR.2 (LOCAW AS SIM) MIN. ' BELOW
FINISH
.
CONSTRUCTION NOTES:
1. COMPACT ALL BACKFNl FOR EXCAVATION
UNDER PAD TO 90' BEFORE POURING PAD.
2. ANCHORAGE TO BE SET BY LLD WHEN TRANFORMER
IS INSTALLED.
I ALL W PRIMARY
A��QNDARTO Y PVCSCHEDULE
TUBE �
PVC SCHED LE 80 24 RADIUS.
I 4. CONDUITS SHALL NOT BE LOCATED WITHIN
SHADED AREA PER SECTION B - B .
5. PAD MUST BE LEVEL WITH SMOOTH FINISH-
I- CtCRR.E1TEE TRANSFORMER PAD. SHALL CONSIST OF CK
`FILL WIDE 8 OF.3/BAGGREGATE
TYF: 5187 IO'C.W GROUND
ROD (L PLACES)
TYPICAL RANCH RUNNER .FAO DETAIL
-PLAN VIEW
O
NN..�•I!%'ll;�!/,y'!/flitRQADBASII:
>
�•yf+
`T 1
4b •
W
N 16' H
30'
E: NO CONDUITS (76an)
3 THIS AREA �-�•I r �N20an) � 1
)I O (
~. .
000 00 O O
O 0 pp O p0 0p (•�"�")
0000 00
( ) 14' (36an) '(2_
SERV. k L 23u(g' n)
SEC. DUCTS DUCTS
ONLY .n ONLY c
307 (76an to
TOP MEW
(122cn)
�00p00p00 pp0p000p0012 C cT)
o AT w
�ROO p; O 0 000 00 00. LOCATION
16" (15an) / END�l
TYP.
( SEE NOTE 14
tm TRANSFORMER PAD DETAIL
Sn Tn 167KVA
INS SYMBOL of DRARMc
m PROPOSED 1/ TNAKWORMER PAD
Q OOSTMR 10 TRANSrORNETI PAD
fan)
.lO. 1-(5/8 4C (lAaM411m)) U ISTRUT OR 0JOCSTRUT
(2 PLACES),
O2 1-(S/8')6' (Isowum)) U1LS'ULUT OR MAOCSiRUT
(2 PLACES) ON ALL PADS
. O C.W. DRUID RODS (SEE DETAIL 3
or, FOR PROPER QMI DNO tETHOl
3 '
2
00°00 2 R.
°o
1 0000E •.
00
2 R °o°°
CONSTRUCTION NOTES:
1. COMPACT ALL BACKFIL TO 90% UNDIM PADS PRIOR TO SEIl PAD.
®Z CONTRACTOR TO PROVIDE TWO X
WDD GROUND RODS PER PAD (INSTALLATION IBY CONTRACT011
3. SIZE AND WIDER OF CONDUITS IN EACH PAD TO BE AS SOWN ON
CarouT LAYOUT.
4. CONTRACTOR SHALL PROVIDE &'INSTALL 3/8' (Ian) AGGREGATE
(PEA GRAVEL) UFDER PAN70NO PAD, AS SHOW
5..COHOUTs 70.19UM7E 0' TO I• (Ocm 10 San) ABOVE TOP OF
TRANSFORMER PAD.'
: E ALLOWED SPAIi FOR 001I D 00.
IRANSFORWER PAD
SIR WIRE p L� • `�
PRIl TRl WALL .. ( CODE/00128 RRCUI1rmNs. - -
_ - - L_ I F RB'C A"= CHAN=D ME
SOL M E C CROUNDINC DVSTAL:IA7"N Aa72f00 .
( POR OUR TIUNSPORYBItS PADS
PLSZ SS6_ZtIll 2 d 3
ZSIFOR APPROPRIATE APPL1CAT10X' j
A GROUND
/ PLAN VIEW / v\
ONE-S110T
-\-BY CUSTOMER
s e.to'R0D
. I �
s milk
' r12/0 t31. SIR WIRE I�LL/1 _ I .
0 ROD
a 10'
SECTION A -A
BY 1-I.D.
TYPICAL GROUNDING FOR SINGLE & THREE PHASE TRANSFORMER
NTS
CONSTRUCTION NOTES:
5 C011 SHALL BE 1FRIMTED N 00 HALL KNOOLOnS BY USE OF CAST N PLACE
TERMINATORS, WITH NOT LESS 1NAN (4) S' (13cn) TO NA= PER KNOCKOUT.
2 JOINT SEAEDIC Ca1WOUHD SHALL BE PLACID BETWEEN PULLBOX BASE AND ALL MADE
RWHS SEALING COIWpND PER GOUT SHALL BE REMI ED BETWEEN LAST MADE
RING AID TOP COVER SECTION PER DISTRICYS NSPECIOR
3. PROVIDE TWO PIECE STM TRAFFIC .OR VV PARKWAY COVERS AS FWARED PER
PER DISTRICT DRAWNLS AND N THE OUANDPI 910M ON THE SHEET.
4. ALL TOP 07V0 SECTIONS SHALL BE PROVDED IM 3/4'. (2rm) DIA. ADJUSUBLE
BOLTS FOR WADE AND SLOPE (4 REOUNED).
5. COMPACT ALL BApffILS TO A MIN" OF.9OX,
6. CONTRACTOR TO PROVIDE 1Wo 5/rx 8l (11MM44cm),COPPER IE1D CROUID
RODS PER KIL BOX
7. FINS® CRADES. MUST BE ES ARIM PRIOR TO PILLl NSTALLAIIOR
IL BASE SECTION OF PILLBOX MUST BE. LEM PRIOR TO ADDITION OF GRADE RNCS ETC
9. ALL TOP COVERS SHALL BE MARKED W TH D6lRICT'S LOCO`_la! .
10. SEE Cl LAYOUT FOR SM AND KAM OF CDNNM..REWIBED IN EACH RUN
CONDIDT M NATNG N WE WALL KNOCKOUTS SHALL REFOE E D-BEEIIS .
PRo,ECT: P-5330
745 SYMBOL ON DRAMNG
® PROPOSED PRIMARY PULLBOX
Q EXISTING PRIMARY PULLBOX
❑ PARKWAY COVER
❑ TRAFFIC COVER
3'X .6' PRIMARY PULLBOX DETAIL
NTS
TITS SYMBOL ON Dew"
r) PROPOSED SECONDARY BOX 71
CONS RUCTION NOTES:
. CONTRACTOR S4Al1 PR0VEE a INSTALL C (Non) O .
3/0' (i-) AQ21FGAYE (PEA GRAVEL) N BOTTOM SECTION
OF PULIBOL y"
SECOOARY CONDUIS DWI mm i (loam) 70
9' (23an) ABOVE GRAVEL.' .
Al
st
T AT EA EM
• msnmG SECONDARY Box
B
" CARSON IND' S.'
O
132h121 L-BOLT PENUHEAD BOLT
GPtNE
®
# 1324-2L COVER
®
(2) #024-1L BOX
DIM
- CARSON IND' S.'
A
32-3 4 83cm
Al
25-1
2 65cm.
B
23-1
4 59cm
B1
16.
41cm)
C1
7
18cm
HT
15..
8cm
HT1
30
76cm
K02
4
10cm) 0
LPf
2
5cm
CD
.30
76cm
TYPICAL TRENCH DETAILS
NTS x/.:::::
TAIL 'D'
DETAIL 'G'
1.
SEE NOTES.
D TAI ' 1'4� t 6
j -
/. Z4-0
)
SEE NOTE 4 a 6
DETAIL 'F'
is.Ni i .
SEE NOTES 4.5 k 6
TAIL 'C'
76txn
S` \
SHALL COMPLY WITH
G.O. No. 128 RULE
No. 43.3 AND 43-U
PRI
SEC
PRT
SEC
3 I OR LESS 7.62cm
•
ANY.
STRELI CROSSING
•
•
3 OR LESS SEE NOTE 7
4 I 10
/ 12.70cm
k 6 1 15.25cm
•
•
OR'MORE
4 16m5
12.70cm
I 15.25cm4
d 6
•
•
CONSTRUCTION NOTES:.,
1. NO BAISOIU. MOULD BE REOURFD F.PRMARY AND SECONDARY CDDUITS ARE TO BE CONCRETE ENCASED N A STACKED FORMATION.
2. CONDUIT RUNS SHALL NOT CROSS EACH OTHER WHEN ON 71E SAVE IFiQ AND/OR PANE
1 THE NAINNIN OBTAINABLE SEPARATION BETWEEN POWER FAQITES AID ALL 0 SUB-STRIPCTUR S SHALL BE MAINTAINED AT ALL TI E& IMIDIIAI CLEARANCE PER
p •CAL OD-121r. W�p(N C }/g' (�� p� 1-Hw-r (F (� THE
t� �.LENVELOPE MUM ALL
PLASTIC SPACERS SHALL ( CONCRETE ENCASOM SHALL 2 any FOR ALLl IDCA W RUNS 70 K rz� 1U. BESTR VEHICLESED BOTH AS 9i0.F OR BAIDCED NSTAUATIOIIS� O�LOCATIONS.
�
Q WHEN COUPLINGS ARE REDURErI ON TVP 'W SOIL 40 OR SOX 00 DUCT. A (SUM) COIIPLM'SHAIL. BE USED.
7. 711S ASSUMES THAT THE THREE COIDUIS CAN BE LAID N ONELEVELAT THE BOTTON O 7REMCL F dlfY P(BIARY CODUIIS ARE STACKED N TWO OR MORE
LAYERS . THEY HAVE TO BE CONCRETE O"SED. .
Re SYMBOL ON DRANK I • O xriem m n%wm
PROPO. .
SED HDSN "MAW. FLx1x01I - - -
MX m Mm m "Mo Pam®'nnrnYm ]I Rw6reeltt Ma
� •r1 s
� �{-�/ ) -o' (183an CONSTRUCTION NOTES:
- .1. COMPACT All BACNFII 0F EXCAVATION
'-0• (122m) 7- lien Hr (10on) RUDER PAD To sos COPACTIOII
T1 Al TC�ONTRf CONTRACTOR
IRO TWO s xi R-
• i iP14E1R2 PAKD105NNaSsnfi)ALLAl1O! BY cANTRActaX)
1 SRE AND NUMBER OF COPDUIS N EA04
�,y PAD TO BE AS SHOWN ON COMM LAYOUT.
r-Gr 4. ANOICitALZ TO BE SET BY Ll0. WHEN
TRANffOOER IS INSTALLED.
S CONTRACTOR SHALL PROVIDE a INSTALL
�) - 3 lanl-AGCREGAIE PEA GRAVEL .
PAD. AS 9DLWL
6. A PRECAST CONCRETE PAD MAY BE USED. '
7. SEE OETAL 3 FOR; PROPER.GROUNDING
0�THSl'-a' METHODS
Ii (46an)
TO .`2' 0( ALL CODIKI ..FAR
(Ran
x () X
TIK AREA mR HNGAARL' DOMD1nr r-1 r-d
( (6m)
r r d0) ®S/M'XIO' (1.6em10D5an) .
O)4 6.(15 praetor we _ Hfmum cnk anro. ROD -
4'x6'-6"x5' PRIMARY MEDIUM PULLBOX DETAIL (,a„
)ETAIL 8 & 9 CONSTRUCTION NOTES: NTS .
LED N DO WALL R=OUIS BY USE OF GIST N PALE 70WHATORS� LOTH MDT MESS THAN 4 S' 13om YOWATORS PER MO =WL. - �� � - .
COMM SHALL BE 7Ewa1A () ( ) 3' (Ban)
JOINT sEA1Nc HX710 OIDD STIALL TI RACED BEIIEEN PUIM BASE MO ALL GRADE RINGS. SEAM COMPUOID PER GROUT STALL 8E REWIRED BETYEDI LAST FIwH rn AOE t (San) 5/e'tOC (1.6an7CD6an) r '
tRADE RNO AND LOP COVER SECTON PER D6WCT S INSPECTOR. 10GA Ol ONa R00 _ Li
PROVIDE 171E PIECE STEEL TRAFFIC, OR'fWl� PARKWAY CATERS_ AS REOURED PER RCi ORANOS AM IN THE QUANTITY SHOWN ON THE SHEET. �� g•(p�)
ALL TOP COMER SECTORS SHALL BE PROVIDED IM 3/4' (tan) OIL ADJUSTABLE BOLTS FOR CRAOE AND SLOPE (4 REOIIRED} • .
COMPACT ALL BAOffLLS 70 A UNMA O 901 � O n O n O n n O n n 0 0� 0 0 0 0 0 0^ O n( ) PEA
"CONTRACTOR 70 PROVBE 7M0 5/trx IE-0• (IJknM44am).COPPR WELD CROUD Raps PER PULIBOX Nk VALLIS' � ��- PEA GRAVEL .
. FH9® GRADESU VUST BE ESTABUM PRIOR TO PiM NSTALLATION - _ 6' (t5an)
BASE SECTION OF PULBOR MUST IE LEVEL PRIOR TO ADDITION OF GRADE RNCS EEC.... (M.) SECTION x-X . • --� 30TRANSFORMER PAD DETAIL
ALL TOP GDVVS sou BE. MARKED WITH DISIRIcrs LOOD % .' - 75 TO .500KVA
f>3OQ NTS ---- -- -RIGHT SIDE
27-3/8'c39-3/B' (70an Wcm) RPU-10W
POLYMER CONCETE COVER MMORED {UKSEi
a I.I.D. FOR rxX (61an1Dlan) CLEAR OPOON6
. PARKWAY LOADING . 300 PSF.
.(1468 kI/mx)
(ATE COVERS.
RPM POLTMER
PARKWAY LOADING - 300 PSF.
(1468 Wmx)
2*d k1/4' (San.MmM.&m)
REMOVABLE SEATER.
J-BEAMS 2PL .
S' (13an) 0 9" E
7ERMmUAT 16 PL
6' (15an) I SNGLE__,
TERLNIAT 24 PL,
2' (5an) 0 SINGLE
TERMNAT 8 PL TYP.
fi '6
T76 SI BOL ON, mvm c .
PROPOSED VAULT D CLOS IRE
OExMsnwc -VAULT ENCLOSURE
pD PROPOSED SWIICII ENCLOSURE
■ 1 0aSnUG SWITCH ENCLOSURE
2'xJ' (61cmX91cm)
GEAR OPENING
.1(2 ( ds)
1
7/8' (tan) I GALV. PULL'
IRON CAST IN 4 PLACES
TYPICAL VAULT DETAIL
NTS
11
1 l
96' (2"cm
72' (283em)
16'
41em
716 3YIBQ ONORASWf
(20crt')
PROPOSED 30 7RA16FORMFS PAD
DMSIWG 30 1RANSFORMEF PAD
("cm
CONSTRUCTION NOTES:
1. COMPACT ALL &MWU OF EXCAVATION «
THIS AREA FOR SECONDRY CONDOR le
.UNDER PAD TO 9Dx COPACYX*L
7 CONTRACTOR TD PROVIDE TWO 5/8'x10'-GG
(76cm) 96' (160am.706am) CLPPERMpD GROUND RODS.
.
(24iern) PER PAD (INSTALLATION BY CONTRACTOR)
TTUS AREA TO BE CLEAR 12- z
(SEE*OETAI 3 FOR PROPER OROULDNG
X
OF ALL CONDUITS Lem it
�`
MEIFIDD)
•
x 1 SIZE AND NUMBER OF CODLRIS N EACH
_
_ PAD TO BE AS SDNI ON CONDUIT LAywr.-
_ 4-ANCHORAGE 70 BE SET BY ua WHEN
THIS AREA FOR PRIMARY CONDUIT inn
. (-16 ) TRANSDtOER IS INSTALLED.
CONTRACTOR SHALL PROVIDE a P6TALL 3%8'_
(tan) AGORWATE (PEA CRAWL)
IUDODEAiH TRAM 911AMER PAD. AS SHOWN.
//
CWB CRND. 1.6Oc-X306cm)
6. A PRECAST CONCRETE PAD MAY USER
1.(AROUq� CTimalut
.. .
ALL
(46em)
.30•TRANSFORMER PAD DETAIL
TOP IAFw
750 TO 2500KVA
/-5/8'X
Na To' (1.60emx"06em)
nurnJ ro
GRNO. R06D
6-x 6. „� ) ... ,....�.� 3- Ems)
25cm) � . MESH 8' (20.32cm)
0 0 0 0 0 O o 0 0 D 0� o
o_o_o_o_o_O_0-0_0 (.
0 _c. 12'(3jOpm)
.�0 Ar
PEA GRAVEL 0DUCT LOCATION .
STECT1oN x-x .
a
PROJECT! P-5330 MWM !01 RFT90 r c 0■ Ad o AC
cam TOLL FREE
422 1-4133
TWO WNOw DAYS
straw xaa m
'VIA,