HomeMy WebLinkAbout2170-1EDISON
SOUTHERN CALIFORNIA EDISON COMPANY
SPECIFICATIONS AND SUBDIVIDER - BUILDER
RESPONSIBILITIES FOR THE INSTALLATION OF
UNDERGROUND RESIDENTIAL DISTRIBUTION SYSTEM.
DW0=6530-1994 0-1937 DWG=UG-D-91-506-2
Unless otherwise specified on the drawing which forms a part of this specification, the
subdivider -builder shall furnish the following items at no cost to the Edison Company and in
accordance with the procedures and schedules which shall be mutually agreed upon by field
representatives of the subdivider -builder, the Edison Company, and any other utilities that may
be involved in the project.
1. RIGHTS-OF-WAY:
Rights-of-way along the line and service extension routes shown on the dra-n-ing shall
have the following widths:
a. Along rear property lines - six feet.
b. Along side pr O :)erty lines - four feet.
c For a service on private property other than the property that it serves - three feet. (No
right-of-way is required for a service line on the property that it serves.)
2. SURVEY:
Surveying of street improvements, property corners, lot lines, meter locations, finished
grade, etc., necessary for the installation of underground facilities must be completed and
markers or stakes placed prior to the start of the installation. Grade and property line
stakes must show any offset measurements. In addition, all markers must be maintained
during the installation.
3. PERMITS:
All permits necessary for excavation shall be provided by the subdivider -builder. Permits
not available to the subdivider -builder will be obtained by Edison at the subdivider -
builder's expense.
4. EXCAVATION AND BACKFILL:
a. Work area shall be cleared and rough graded to within four inches of final grade prior
to installation of Edison structures.
b. All excavations shall be in accordance with the California State Construction Safety
Orders and Edison specifications.
c. The minimum trench width is inches.
d. Each trench shall be to a uniform depth below finished grade as specified on the
working drawing. Finish grade to Include all cuts for drainage and landscaping.
e. Sufficient help shall be provided during cable installation to maintain a clean trench,
free of rocks and other debris.
f. The locations of excavations shall be as shown on the working drawing. No trench
shall be dug on the property line except for street crossings. No deviation from the
planned locations will be permitted unless approved by the Edison representative.
& Contractor shall coordinate CIC trench excavation with District Service Center before
digging.
h. Street crossings must be installed at right angles to the front property lines.
i. Backfill shall be provided by the subdivider -builder for all excavations and shall
include crushed rock, concrete, and imported material where required.
j. Backfill, per Edison specifications, shall immediately follow cable, CIC or substructure
installation. At no time shall cable be left exposed over 24 hours.
k. No rocks are allowed within 12 inches of direct -buried cables or any duct without
concrete encasement. Native backfill capable of passing through a one-half inch mesh
screen shall be considered to be "rock free". If existing backfill does not pass through a
1/2" screen place imported sand 3" below and 6" above Edison cables.
I. All backfill shall be compacted to meet or exceed local ordinances or other
requirements. It shall be placed in a manner that will not damage the cables, conduit,
or substructures or allow future subsidence of the trench or structures.
S. RETAINING WALLS:
When required retaining walls shall be provided by the subdivider -builder to protect
transformers, pedestals, and other equipment. Walls are required whenever grade rises
more than 24 inches above the structure or pad surface at a distance of five (5) feet from the
same; or in areas subject to erosion. Design and installation must comply with local
building ordinances. Refer to US 175 for typical space requirements.
6. CONDUIT:
' a. Type of conduit for this job. (See UGS 110.1)
"EB" (Type 1) "DB" (Type Iii
b. Minimum cover in street or parkway is below gutter grade.
c. Minimum cover on private property is 30" below finished grade.
d, Only Edison approved materials shall be used. They shall be installed per Edison
specification UGS-100.1 and UGS-120.
e. Terminations at substructures shall be in accordance with Edison specifications.
f. All conduit must be mandrelled with the approved mandrel. (UGS-197)
g. An approved 1/4" polypropylene or polyethylene pull rope (per UGS-40) shall be
installed in all conduit runs.
7. PAVING:
All paving, where required, shall be provided by the subdivider -builder and installed to
the requirements of the local governing agency.
8. SUBSTRUCTURES:
All substructures shall be constructed or installed to Edison specifications.
9. TELEPHONE AND OTHER UTILITY REQUIREMENTS:
.The drawing prepared for this job may also cover the facilities to be installed for the
telephone company and/or other utility. Any questions concerning details of their
installation should be referred to the company concerned.
10. COORDINATION AND SUPERVISION:
The subdivider -builder shall provide supervision over, and coordination among the
various contractors working within the subdivision in order to prevent damage to Edison
facilities. He shall insure that all facilities are installed in the locations shown on the
construction drawings. He is responsible for the cost of repairs, replacement, relocation, or
other corrections to Edison facilities made necessary by his failure to provide the required
supervision or to otherwise comply with these specifications.
11, INSPECTION AND INFORMATION:
Inspection is required during the construction period. Notify the Edison Company, Dick
Mueller (714) 799-1241 48 hours in advance of the start of the job. Standards of Edison
construction requirements are available upon request.
12. OWNERSHIP:
Customer is to deed to the Edison Company ALL structures shown hereon, except those
shown as customer owned.
13. STREET LIGHTS:
Street Light per UGS 175.1 and 175.2 to include small protective Handhole to be removed
be removed by Street Light Contractor at time of Street Light Base installation.
14. EXCAVATION:
The excavator must take all steps necessary to avoid contact with underground facilities
which may result in injury to persons or damage to facilities in the area. The indicated
locations of Edison underground facilities, as provided, are believed to be accurate,
however, the final determination of exact locations and the cost of repair to damaged
facilities is the responsindity of the excavator.
15.' Applicants expressly represent and warrant that all work performed and all materials used
in meeting Applicants' obligations herein -are free from defects in workmanship and are in
conformity with Southern California Edison Company's requirements. This warranty
shall commence upon receipt by Applicants of Company's final acceptance and shall expire
one year from that date. Applicants agree to promptly correct to the Company's
satisfaction and that of any governmental agency having jurisdiction and at Applicants's
expense any breach of this warranty which may become apparent through inspection, or
operation of underground electric system by Company during this warranty period.
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GTE CALIFORNIA
SPECIFICATIONS AND SUBDIVIDER - BUILDER
RESPONSIBILITIES FOR THE INSTALLATION OF
UNDERGROUND DISTRIBUTION SYSTEM.
WORK ORDER = 520-71510I
1. Developer will provide all trenching, backfilling and placement of this system.
2. Unless specified on drawing, a minimum of 30" cover below gutter grade flow line will be
maintained.
3. Where telephone conduit and electrical power are installed in the same trench, there shall
be 12" minimum separation of well paced earth or 3" of concrete between the telephone
and electrical power ducts.
4. Telephone conduit shall clear all other utilities (water, gas, sewer) as required by and
directed by governmental agencies concerned.
S. Developer or developer's contractor shall be responsible for obtaining necessary
excavation permits and inspection fees.
6. Developer will furnish ties for conduit, pull -boxes, manholes, wall to wall andwall to
pole. All measurements will be verified by General Telephone Company Facilities
Inspector prior to backfilling.
7. All Conduit sweeps and bends with radii of less than 50' will be encased in concrete.
8. Conduit terminating in a manhole must be encased in concrete for at least 15" outside of
manhole wall to minimize shearing action from backfill settlement.
9. All ducts must be quality checked by drawing a mandrel of proper size through all ducts
prior to the acceptance of the conduit system in the presence of a General Telephone
Company Facilities Inspector. Developer to place 3/8" pull rope.
10. Any deviation from General Telephone Company specifications of construction drawings
must have prior approval of General Telephone Company's Facilities Inspector.
11. Shade ducts with select material (no rocks over 3/8" diameter).
12. Conduit bends in a trench line that is to be provided and placed by the developer will not
have less than 12' 6" radius (unless otherwise specified). Conduit which enters a building
will not have a radius of less than 36".
13. Service laterals shall not have more than the equivalent of 180 degrees in bends from the
manhole, pull box, or riser pole, and shall not exceed 350' in length. Where the runs
exceed 350', pull box shall 1'c Installed in such a way that no section containing one or
more bends exceed 350'. The conthi t end should be stubbed up the riser pole a minimum
of 12".
14. Place ground rod provided by General Telephone Company at riser pole.
15. It is GTE's earnest desire to assist you in planning for adequate usable conduit system at a
minimum cost to you; however, GTE cannot be responsible for deviation from these
specifications which are not specifically approved by the GTE Facilities Inspector. Should
you require information to any special problems that you encounter, please call ci
Edwardsat (714) 499 1080.
16. Please call General Telephone Company Facilities Inspector Mark Rush at (714) 865-654130
days prior to start of construction of conduit system. Developer will be reimbursed at the
telephone company's current cost for material specified.
17. Vacant PVC Schedule 40 riser to be capped with schedule 40 riser caps (U -Tel Suply or
equivalent).
18. All plastic conduit and fittings are to meet the requirements of General System
Specifications GT -42; Schedule 40 or Schedule 80 as indicated on working drawings.
COMCAST CATV,
1. Comcast CATV will supply street sleeving conduit for contractor
installation (labor only). Notify Comcast CAN (714/988-2999, Mr. Lewis
McDonald) 48 hours in advance of trenching start to coordinate drop
shipment of crossing conduits.
2. Comcast CATV will furnish and install their system within contractor (City)
supplied joint main or sole CATV trench behind curb,
3. CATV conduits shall have 30 inches of cover to gutter grade/flow line. .
SLEEVING
OUANTITIES,
-ELECTRICTELEPHONE
. -
1-1.511 St. Lt. LF
380
2-4" GT 42
LF 645
1-4" DB LF
295
4-4" GT 42
LF 190
24" DB LF
80
6-4" SCH 80
LF 70
1-3" DB LF
150
84" GT 42
LF 10
1-4" x 90 x 12.5' Radius EA
2
104" GT 42
LF 50
' 1-4" x 90 x 25' Radius
EA 20
IRRIGATION
/I'IIfV ,A# 40A ' 7b
1-2" SCH 40 (Elec) LF
345
CATV (Labor Only)
1-4" SCH 40 LF
345
2-2" DB
LF 540
1-6" SCH 40 LF
345
1-2" x 90 x 12.5' Radius
EA 4
Irrigation conduit shall be placed a
minimum of 24" below gutter grade,
0/7'
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ate' .
STREET SLEEVING
CITY OF FONTANA
GENERAL DRY UTILITY SPECIFICATIONS
FOR
THE CONSTRUCTION OF
DRY UTILITY STREET SLEEVING
COMMERCIAL BACKBONE SYSTEM
FOR
W. LIBERTY PARKWAY & DAY CANYON
SCOPE OF WQ RK
The work under this contract shall consist of furnishing all labor, materials, tools, and equipment
necessary for the installation of Edison, GTE and CATV systems including all pullropes, mandreling,
and inspections required for steet crossings.
All of the work shall conform to specifications for underground installations as designated by Southern
California Edison Company, GTE California, Comcast CAN, applicable sections of the Standard
Specifications of Public Works Construction, The City of Fontana, The County of San Bernardino, The
State of California, the Soils Engineer and the Civil Engineer.
A U-shaped section of rebar shall be placed at each end of street crossing sleeving material one (1) foot
below grade for future location.
Street sleeving shall be placed to extend five (5) feet behind curb face or beyond the curb return
BCR/ECR.
All street crossings to be placed are shown on the sleeve design provided by Paul A. Moote & Associates,
Inc. at their approximate location. Refer to each utility design and specifications to establish exact
stationing for construction.
Sewer, Water, Storm Drain, Curb and Gutter shall be installed by others and will be in place prior to
street sleeving construction start.
All work performed in accordance with the following plans:
TITLE: 1. Cover Sheet i of 1, prepared by Paul A. Moote & Associates, Inc.;
Southern California Edison Company:
SCE (electric) W.O. # 6530.1994, 0-1937 UG -D-91-506-2, Sheets 1 thru 3,
Approved: jure 16,1992
2. Cover Sheet 1 of 1, prepared by Paul A. Moote & Associates, Inc.;
General Telephone Company:
GTE (telephone) W.O. 6520-715101, Drawings A & B,
Approved: June 10, 1992
3. Cover Sheet 1 of 1, prepared by Paul A. Moote & Associates, Inc.;
Comcast Cable TV Company:
Drawing No. 2B & 2D,
Approved: June 16,1992 .
4. Paul A. Moote & Associates, Inc.:
Cover Sheet 1 of 1;
Utility Sleeve Drawing, Sheets I and 2,
Approved: June 5, 1992
G N RA NO S
1. The construction of all public improvements shall conform to these plans and to the
requirements of The City Standard Specifications, Public Works Department, City of
Fontana.
2. Construction permits shall be obtained from Fontana Public Works Department prior to
start of any work within the city limits.
3. Stationing refers to the centerlines of streets except where otherwise noted.
4. All underground street sleeving work for Edison, GTE, CATV, irrigation and control wires
shall be completed prior to paving of streets.
5. The contractor shall be responsible for verifying the actual location and elevation of
existing underground facilities in the field.
6. The walls and faces of all excavations greater than five (5) feet in depth shall be effectively
guarded by a shoring system, sloping of the ground or other equivalent means. Trenches
less than five (5) feet in depth shall also be guarded when examination indicates
hazardous ground movement may be expected.
7. The contractor shall also ob.ein a permit to perform excavation or trench work as
described in note 6 above front C'AL!nSHA.
8. All conduit installations and connections shall be made per manufacturer's suggested
method unless otherwise specified on the plans.
9. ' If during construction ground water is encountered a system approved by the City
Engineer shall be installed to dewater said area at the direction of the Soils Engineer.
10. Street compaction shall be 90% to within 12 inches of finished grade, and 95% for the
remaining 12 inches to finished grade. parkway compaction behind the curb shall be 90%
to finished grade.
11. No trench backfill shall take place without prior approval of the City's Inspector.
12. A complete set of "Record Drawings" shall be maintained by contractor and shall be
provided to the city within ten (10) days after final inspection.
13. Any conflict or, deviation to work task must be approved by the appropriate utility
representative and city representative.
14. Contractor is responsible for all advance inspection notifications to the various agencies,
inspectors, and utility companies.
15. The contractor shall be responsible for hauling away and disposal of excess spoils and
debris generated by his work to a legal off-site refuse area.
16. All landscape, irrigation, curb and gutter, pavement, and all other existing improvements
damaged during construction by contractor shall be returned to original condition at the
contractor's expense prior to final acceptance of improvement construction.
17. Contractor shall notify Underground Service Alert (USA) 1-80"22-4133 a minimum of 48
Hours in advance of trenching start and furnish a copy of the Cable Alert Ticket Number
to the city field representative.
18. Contractor is responsible to include tunneling and/or adjustments to trench, trench depth,
or alignment due to existing wet or dry utilities in the scope of his work. Contractor shall
maintain minimum utility clearances as specified by the appropriate utility. These costs
are included within contractor's trenching unit prices, and no additional charges shall be
directed to the City of Fontana.
0 19. Any backfill under existing concrete (curb, gutter, walks, etc.) shall be slurry backfill.
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Paul A. Moote' & Associates, Inc.
57 Brookhollow Drive, Santa Ana, CA 92705
(714) 751-5557
Utility Division
1
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CITY OF FONTANA-, CALIFORNIA
DRAWN BY
ONES DESIGNED BY
'CHECKED BY
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IBLIC WORKS DEPARTMENT
SCALE:
REFERENCE No Scale f
COVER SHEET FOR
DRY UTILITIES
WEST LIBERTY PKWY AND DAY CANYON DRIVE DATE:
6/5/9 2
DR. NO. SHT. NO.
APPROVED��-
P CITY ENGINEER - R.C.E. 25126 21 r�-D 1 CF
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