1. Standard Notes
1.1
South Jordan City
General Notes
1.
All
construction and materials shall be in accordance with APWA standard plans and
Specifications 2007 edition; and other applicable approved standards issued by
the controlling agency; the International Building Code; and all local city
codes and ordinances applicable.
2.
The
existence and location of any overhead or underground utility lines, pipes, or
structures shown on these plans are obtained by a research of the available
records. Existing utilities are located on plans only for the convenience of
the Contractor. Existing utility service laterals may not be shown on the
plans. The Contractor shall, at his own expense, locate all underground and
overhead interferences, which may affect his operation during construction and
shall take all necessary precautions to avoid damage to same. The Contractor
shall use extreme caution when working near overhead utilities so as to safely
protect all personnel and equipment, and shall be responsible for all cost and
liability in connection therewith.
3.
The
Contractor shall take all precautionary measures necessary to protect existing
utility lines, structures and street improvements which are to remain in place,
from damage, and all such improvements or structures damaged by the
Contractor’s operations shall be repaired or replaced satisfactory to the City
Engineer and owning utility company at the expense of the Contractor.
4.
All
construction shall be as shown on these plans, any revisions shall have the
prior written approval of the City Engineer.
5.
Class
4000 concrete shall be used in all off-site concrete work. Concrete to be 4000
P.S.I. minimum @ 28 days. Mix designs to be approved by the City, prior to the
use on the project. Any concrete placed between October 1st and March
1st must be a 7.3 bag mix minimum & 5000 psi concrete.
6.
Permits
are required for any work in the public Right-of-way. The Contractor shall
secure all permits and inspections required for this construction.
7.
Expansion
joints required, maximum every 100’ when hand forming curb, and 300’ when
slipping curb.
8.
AC
pavement to be one-half inch (1/2”) above lip of all gutters after compaction,
except at sidewalk ramps and cross gutters.
9.
Curb,
gutter, and sidewalk, found to be unacceptable to the City shall be removed and
replaced.
10. Sidewalk ramps
shall be constructed in each quadrant of an intersection using a 2’ by 4’
insert with raised truncated dome per latest ADA requirements (dark grey in
color) . Exact location of ramps may be adjusted in the field by a City
Inspector.
11. Contractor shall
provide all necessary horizontal and vertical transitions between new
construction and existing surfaces to provide for proper drainage and for
ingress and egress to new construction. The extent of transitions to be as shown
on plans.
12. All grading work
shall conform to the soils report as prepared by the Soils Engineer and
approved by the City Engineer, and as shown on these plans.
13. Exact location of
all sawcut lines may be adjusted or determined in the field by a City of South Jordan Engineer if location on plans is not clearly shown, or existing pavement
condition requires relocation.
14. The Contractor
shall take all precautions necessary to protect existing permanent surveying
monuments. Any monuments disturbed shall be replaced and adjusted per available
records at the Salt Lake County Surveyors Office.
15. All utilities
including gas, phone, and cable in roadways must be installed prior to pavement
construction.
16. Utility company
meter boxes, manhole lids, valve covers, etc., shall be located out of
driveways, driveway aprons, flowlines, and cross gutters unless written
approval is granted by the utility company and the City Engineer.
17. All walls, new or
existing, are only shown on civil plans for the purpose of reviewing grading
relationships; flood control and sight distance at intersections. All walls
shall have a minimum 2 ft x 2 ft x 30 inch deep spot footings. Bottom of all
footings on all walls shall be a minimum of 30 inches below finished grade.
Walls greater than 6 feet require a separate permit and inspection by the
Building Department.
18. Asphalt mix design
must be submitted and approved by the City Engineer prior to the placement of
Asphalt within City Right of Way.
19. Contractor shall
adjust all new and existing inlets, valve boxes, manhole rims, and sewer clean
outs, etc. to finish grade as applicable whether or not they are shown on the
plans.
20. Application for
inspection by the City of South Jordan engineering dept. shall be made by the
contractor at least 48 hours before the inspection services will be required.
21. Work in public
streets, once begun, shall be prosecuted to completion without delay as to
provide minimum inconvenience to adjacent property owners and to the traveling
public.
22. The contractor
shall take all necessary and proper precautions to protect adjacent properties
from any and all damage that may occur from storm water runoff and/or
deposition of debris resulting from any and all work in connection with
construction.
23. Prior to 90% bond
release, a certified legible as-built drawing (Mylar and electronic file in dxf
format) must be submitted to the City of South Jordan. As-builts must show all
changes and actual field locations of storm drainage, waterlines, irrigation,
street lighting, and power. In the absence of changes, a copy of the approved
drawings on mylar will be required stating “installed as per drawings” and
certified as such by the developers engineer along with the electronic file in
dxf format.
24. Approval of these
plans is for the construction of offsite improvements only. All onsite
improvements, as defined by the City of South Jordan, including block walls,
must be approved by the engineering and planning divisions of the City of South
Jordan.
25. Existing utilities
are located on plans for the convenience of the contractors only. The
contractor shall bear full responsibility for the protection of utilities and
the engineer bears no responsibility for utilities not shown on the plans or
not in the location shown on the plans. This includes all service laterals of
any kind.
26. Power poles and/or
other existing facilities not in proper location based on proposed improvements
shown hereon will be relocated at no expense to the City of South Jordan. Power
poles are to be relocated and buried.
27. Curb and gutter
with a grade of less than four-tenths of one percent shall be constructed by
forming. Each joint shall be checked for a grade prior to construction and
water tested as soon as possible after construction.
28. All grading shall
conform to the soils report
Engineer:
Date:
Job Number:
29. All street
structural sections shall be per the recommendation of the soils engineer. No
paving or base work shall commence until a street structural section is
approved by the City of South Jordan Engineer.
30. Before any work is
started in the right-of-way, the contractor shall install all advance warning
signs for the construction zone. The contractor shall install temporary stop
signs at all new street encroachments into existing public streets. Immediately
after the first grading work is accomplished and shall maintain said signs
until permanent signs are installed. All construction signing, barricading, and
traffic delineation shall conform to UDOT Standards and to the manual of
uniform traffic control devices-current edition and be approved by the City of
South Jordan before construction begins.
31. All stationing is
referenced to centerline.
32. Protection and
replacement of survey monuments or property stakes not delineated on the
contract drawings shall be the contractor’s responsibility. Replacement of
survey monuments or property stakes shall be done to Salt Lake County
Standards.
33. Affected utility
companies shall be notified at least two (2) working days prior to commencement
of construction.
34. Modifications to
existing utilities shall conform to the owner’s utility standards and
specifications.
35. The contractor
shall take reasonable measures to protect existing improvements from damage and
all such improvements damaged by the contractors operation shall be repaired or
reconstructed to the engineer’s satisfaction at the expense of the contractor.
36. City approval of
the improvement plans is granted for one (1) year only. Plans must be
resubmitted for review and approval to the engineering dept. City of South Jordan, if work is not completed by ________________, 20______
37. Contractor to
follow Salt Lake County Noise Ordinance Standards.
38. Contractors are
responsible for all OSHA requirements on the project site.
39. All boundary
corners and lot corners shall be marked with survey markers as shown in the
standard plans.
40. Trench backfill
material under pavements or surface improvements shall be clean, non-clumping,
granular and flowable (A1-A4 soils are acceptable according to AASHTO 145 soil
Classification System. Lime treated flowable fills, if approved, shall have a
28-day strength of 65 PSI.
41.
Contractor to contact blue stakes
for marking of existing utilities prior to performing any excavation.
42.
A UPDES (Utah Pollutant Discharge
Elimination System) permit is required for all construction activities 1 acre
or more as well as providing a Storm Water Pollution Prevention Plan.
43.
Developer is responsible for
locating and repairing all underground streetlight wires, water lines, storm
drain lines and irrigation lines until 90% of the bond has been released.
44.
All City maintained utilities
including; waterline, fire hydrants, streetlight wiring, and storm drain must
be in public right of way or recorded in easements.
45.
Before two-year warranty period
can begin a CAD drawing of as-builts in .dxf format must be submitted and
reviewed.
46.
Contractor shall work South Jordan City regular working hours of Monday through Friday. If Contractor permits
overtime work or work on a Saturday, Sunday or any legal holiday, Contractor
shall receive prior approval by City Engineer. Contractor shall obtain all
permits and pay Overtime Inspection Fee’s to The City of South Jordan on the
Thursday prior to the Saturday, Sunday or legal holiday requested.
47.
Storm Drain manhole lid
specifications: ASTM A 48-93, Class 35B Cast iron construction, machined flat
bearing surface, removable lid with cleated surface and pick holes, H-20
highway load rating; lid molded with South Jordan City name and logo imprinted
on lid; Provide Model A-1180 manufactured by D & L Supply., or acceptable
equal.
48.
Developments must provide
theft-resistant permanent installation of a City-approved storm drain marker at
each storm water inlet. The marker is part #STDM-9131-SSP, a 4” Stainless
Steel Green Painted Marker with Custom Tree Logo with ¼” square hole made by
Almetek Industries, Inc. Installation requires Drive Rivet and approved
adhesive. Lettering on the marker as appropriately follows:
“Only Rain in the Drain” markers installed anywhere storm water
discharges to a retention or detention pond.
“ No Dumping, Drains to River” markers installed anywhere storm water
discharges to the Jordan River.
“ No Dumping, Drains to Creek” markers installed anywhere storm water
discharges to a Creek in the City.
“ No Dumping, Drains to Lake” markers installed anywhere storm water discharges
to a lake in the City.
49. Storm Drain pipe shall be minimum 18” RCP Class III or HDPE in
all public Right of Way.
50. As-built drawings for new developments shall be submitted to the
City in the following formats and quantities prior to the 90% bond release: 1
.dxf copy, 1 .pdf copy, and 2 mylar copies.
1/09/08
1.2
City of South Jordan Traffic
Notes
1.
All construction signing,
barricading, and traffic delineation shall conform to the “Manual on Uniform
Traffic Control Devices”, Latest Edition & have a MUTCD on site.
2.
The street Sign Contractor shall
obtain street names and block numbering from the Planning Department prior to
construction.
3.
Before any work is started in the
right-of-way, the Contractor shall install all advance warning signs for the
construction zone, The Contractor shall install temporary stop signs at all new
street encroachments into existing City streets where warranted immediately
after first grading work is accomplished, and shall maintain said signs until
permanent signs are installed.
4.
When a designated “Safe Route To
School” is encroached upon by a construction work zone and Public Services
Staff identifies a need for students to be assisted in the safe crossing
through that work zone, the School needs to be notified and the Contractor
shall be required to provide a qualified “crossing guard”. The guard shall be
present for the full duration of time that children are likely to be present.
5.
If the improvements necessitate
the obliteration, temporary obstruction, temporary removal or relocation of any
existing traffic pavement marking, such pavement marking shall be restored or
replaced with like materials to the satisfaction of the Street Division.
6.
The Contractor shall be responsible
for providing and installing all permanent signs shown on the plans. Street
name signs shall conform in their entirety to current City Standards. All other
signs shall be standard size unless otherwise specified on the plans. All sign
posts shall be installed in accordance with the current City Standards.
7.
All permanent traffic control
devices called for hereon shall be in place and in final position prior to
allowing any public traffic onto the portions of the road(s) being improved
hereunder, regardless of the status of completion of paving or other off-site
improvements called for by these plans.
8.
Street signs and stop signs shall
be installed per City Standard Specifications.
9.
The Contractor shall provide
barricades, signs, flashers, other equipment and flag persons necessary to
insure the safety of workers and visitors.
10.
The Contractor shall be
responsible for notifying Utah Transit Authority (UTA) if the construction
interrupts or relocates a bus stop or has an adverse effect on bus service on
that street to arrange for temporary relocation of stop. 4/1/05
1.3
City
of South Jordan Street Light Notes
1.
No deviation of
streetlight, pull boxes, conduits, etc. locations shall be permitted without
prior WRITTEN APPROVAL from the City Engineer or his/her representative.
2.
All work shall be
installed per the most current South Jordan City Standards and N.E.C. (National
Electric Code).
3.
All parts must be
U.L. labeled and listed.
4.
Location of the
Street light pole:
a.
Shall not be
installed within 5 feet of a fire hydrant. The location shall be such that it
does not hinder the operation of the fire hydrant and water line operation
valves.
b.
Shall be a
minimum of 5 feet from any tree, unless written approval is received from the
City Engineer. Branches may need to be pruned as determined by the Engineering
Inspector in the field at the time of installation.
c.
Shall not be
installed within 5 feet from the inside radius of any driveway.
5.
Pole is to be set
plumb. The pole shall be installed within ¼ degree of vertical tolerance.
6.
Anti-seize
lubricant shall be used on all cover bolts and ground box bolts.
7.
Contractor shall
install 18 inches of extra wire length at the hand-holes in the base of the
light pole for future maintenance.
8.
All existing
street lighting shall remain operational during construction.
9.
All future
conduits shall have a pull string and sealed with approved caps.
10.
All Streetlights
shall be 120 V ONLY (See City Standard Streetlight Specifications).
11.
Any structure
such as block walls, chain link fences, retaining walls, etc. shall leave a
minimum of eighteen (18) inches to the face of the street light pole on all
sides. When streetlight is installed behind sidewalk, and shall at no time
enclose the street lighting pole.
12.
Detailed as-built
drawings shall be supplied to the City of South Jordan prior to any pre-final
inspection. The as-built shall be stamped AS-BUILT and signed by the
preparer of the plans.
13.
All service
point(s) shall be coordinated with Rocky Mountain Power and whenever possible
be located near the center of the circuit. Service point(s) shall be shown on
the plans.
14.
It shall be
assumed that in the absence of an existing workable circuit to attach to, that
all installations shall require a new service for operation of the circuits in
this case developer and or his engineer shall contact Rocky Mountain Power.
15.
Wherever there is
an overhead utility that may conflict with the installation of the street light
circuits and/or streetlight poles, those conflicts must be resolved between the
developer and the utility’s involved before the street light bases are
constructed at no expense to the City of South Jordan or Rocky Mountain Power.
The resolution must be approved by the City of South Jordan and Rocky Mountain
Power.
16.
The contractor
shall furnish a complete service to the transformers and control systems if
required on the plans and/or is deemed necessary by Rocky Mountain Power and/or
South Jordan City.
17.
Install all
street lights to South Jordan City design standards with tracer wire if not
placed in the joint utility trench. Approval by the South Jordan City Engineer
shall be required if not placed in the joint utility trench.
18.
Street lighting
wiring shall be installed in the utility trench behind the sidewalk and shall
be the closest utility to the sidewalk at a depth of not less than eighteen
(18) inches and no more than twenty four (24) inches (See City Standards
Streetlight Specifications).
19.
A street light plan showing wiring location,
wiring type, voltage, power source location, conduit size and location shall be
submitted to the City of South Jordan and be approved prior to construction.
20.
A junction box
shall be installed between the power box and the light fixture. A second box
may be required if the power source exceeds 25 feet from the light fixture.
Contractor shall install a Junction Box with an in-line fuse in the box closest
to the fixture. A junction box shall be installed within four (4) feet from a
Rocky Mountain Power transformer or Rocky Mountain Power secondary box. Conduit
shall be run to the Lock Side of the Transformer. Contractor shall leave eight
(8) feet of excess wire to the transformer or six (6) feet excess wire to the
secondary box, so that Rocky Mountain Power can make the connection.
21.
The ground box
shall have a South Jordan City logo and be grey in color with the words
“Streetlight”, refer to the ground box detail (See Standard Drawing).
22.
The contractor
shall be required to perform a 10 day burn test of the street lights after they
are connected and energized by Rocky Mountain Power. This test shall be
coordinated and witnessed by a South Jordan Engineering Inspector.
23.
Each streetlight
shall have its own photo cell independent of a master control.
24.
Street light type
shall be per the current City of South Jordan Streetlight Standards. The pole
types for Category 1, 2, and 3 shall include 4 mounting tracks and internal
passages for banner arm installations as shown on streetlight detail drawing.
25.
All wiring shall
be placed in a schedule 40 grey PVC conduit. The minimum conduit size shall be
1-1/2 inches.
26.
NO DIRECT BURY
WILL BE ALLOWED. All
wire shall be direct bury wire placed in PVC Conduit.
27.
The maximum
voltage drop at each light pole base shall be 3% of nominal voltage.
28.
The contractor
shall take all necessary and proper precautions to protect adjacent properties
from and all damage that may occur from storm water runoff and or deposition of
debris resulting from any and all work in connection with the construction.
29.
Contractor shall
perform all work in compliance with the approved SWPPP and UPDES standards.
30.
Prior to the 90%
bond release the contractor shall provide to the City a certified legible
as-built drawing in both of the following forms: Mylar and electronic file in
dxf format. This drawing shall be reviewed and approved by the City of South Jordan Engineering Inspector prior to the 90% bond release.
31.
All red line
drawings shall have street addresses for future location of the service.
32.
All service
connections and feeds shall be submitted on as-built drawings.
33.
The as-built
drawings shall show all changes and actual field locations of storm drainage,
water lines, irrigation, street lighting, and power. In the absence of changes,
a copy of the approved drawing on Mylar shall be required stating, “Installed
per drawings” and certified as such by the developers engineer along with the
electronic file in dxf format.
10/31/07
1.4 City
of South Jordan Grading Notes
1.
In the event that any unforeseen
conditions not covered by these notes are encountered during grading operations,
the Owner and City Engineer shall be immediately notified for direction.
2.
It shall be the responsibility of
the Contractor to perform all necessary cuts and fills within the limits of
this project and the related off-site work, so as to generate the desired
subgrade, finish grades and slopes shown.
3.
Contractor shall take full
responsibility for all excavation. Adequate shoring shall be designed and
provided by the Contractor to prevent undermining of any adjacent features or
facilities and/or caving of the excavation.
4.
The Contractor is warned that an
earthwork balance was not necessarily the intent of this project. Any
additional material required or leftover material following earthwork
operations becomes the responsibility of the Contractor.
5.
The Grading Contractor is
responsible to coordinate with the owner to provide for the requirements of the
project Storm Water Pollution Prevention Plan (SWPPP) and associated permit.
All contractor activities 1 acre or more are required to provide a Storm Water
Pollution Prevention Plan.
6.
Contractor shall grade to the
lines and elevations shown on the plans within the following horizontal and
vertical tolerances and degrees of compaction, in the areas indicated:
Horizontal
Vertical Compaction
a. Pavement Area Subgrade 0.1’+ +0.0’ to
–0.1’ See soils Report
b. Engineered Fill 0.5’+ +0.1’
to –0.1’ See Soils Report
Compaction Testing will be performed by the developer or his
representative.
7.
All cut and fill slopes shall be
protected until effective erosion control has been established
8.
The use of potable water without
a special permit for building or construction purposes including consolidation
of backfill or dust control is prohibited. The Contractor shall obtain all
necessary permits for construction water from the Public Services Department.
9.
The Contractor shall maintain the
streets, sidewalks and all other public right-of-way in a clean, safe and
usable condition. All spills of soil, rock or construction debris shall be promptly
removed from the publicly owned property during construction and upon
completion of the project. All adjacent property, private or public shall be
maintained in a clean, safe and usable condition.
10.
In the event that any temporary
construction items is required that is not shown on these drawings, the
Developer agrees to provide and install such item at his own expense and at the
direction of the City Engineer. Temporary construction includes ditches, berms,
road signs and barricades, etc. 4/1/05
1.5 City
of South Jordan Fire Department Notes
1.
The standard hydrant for South Jordan City is the:
Mueller a-423 Centurion or Clow Medallion with auxiliary valve
2.
Fire hydrants and auxiliary
valves shall be separated by an 18 inch spool piece.
3.
On any new home or building
installation, accessible fire hydrants shall be installed before combustible
construction commences and said fire hydrants shall be in good working order
with an adequate water supply.
4.
Contractor shall call the Public
Services Department and Engineering Inspector for underground inspection,
pressure and flush verification of all fire hydrants and fire lines before back
filling.
5.
Painting of the curbs and hydrant
and any work necessary for protection of hydrants from physical damage shall be
completed before approval.
6.
A flow test must be witnessed by
the Fire Department prior to occupancy for verification of required on-site
water supply.
7.
All on-site fire main materials
must be U.L. listed and A.W.W.A. approved.
8.
Maximum Fire Hydrant Spacing is
500 feet for Residential streets and 400 feet for Commercial areas, including
multi-family. Fire Hydrant spacing is reduced by 50 feet on dead-end streets
and dead-end waterlines
9.
No fire hydrant shall be located
within five feet (5’) of any curb return, driveway, power pole, street light or
any other obstruction.
10.
Not more than two (2) hydrants
can be out of service due to a single main break. Two sources of supply are
required whenever there are two (2) or more fire hydrants installed on a single
system.
11.
Fire apparatus access roads shall
have an unobstructed width of not less than twenty feet (20’) provided no
parking is allowed, not less than twenty – eight feet (28’) if parallel parking
is allowed on one side, and not less than thirty – six feet (36’) if parallel
parking is allowed on both sides. Vertical clearance shall not be less than
thirteen–feet-six – inches (13’ 6”) and shall be paved.
12.
The turning radius for any fire
apparatus access road and/or fire lane, public or private, shall be not less
than forty-five feet (45’) outside radius and twenty-two feet (22’) inside
radius and shall be paved.
13.
A fire apparatus road shall be
required when any portion of an exterior wall of the first story is located
more than one-hundred fifty feet (150’) from Fire Department vehicle access
roads and/or fire lanes, public or private, in excess of one-hundred fifty feet
(150’) in length shall be provided with an approved turn around area.
14.
Access roads shall be marked by
placing approved signs at the start of the designated fire lane, one sign at
the end of the fire lane and width signs at intervals of one-hundred feet (100'
along all designated fire lanes. Signs to be placed on both sides of an access
roadway if needed to prevent parking on either side. Signs to be installed no
higher than ten feet (10’) or less than six feet (6’) form roadway level. The
curb along or on the pavement or cement if curb is not present, shall be
painted with red weather resistant paint in addition to the signs.
15.
Electrically controlled access
gates shall be provided with an approved emergency vehicle detector/receiver
system. Said system shall be installed in accordance with the South Jordan City
F.D. Approval. Gates are only allowed with prior Approval.
16.
All underground fire lines that
service automatic fire sprinkler systems shall be no smaller than six (6)
inches in diameter. All fire lines material shall be Ductile Iron. (Ductile
Iron from the PIV to the building shall be permitted or Ductile Iron from the
main water line to the WIV).
17.
Post Indicator Valves (PIV) shall
be between 6 and 40 feet from buildings not exceeding three stories or
equivalent in height and between 30 and 40 feet on buildings in excess of three
or more stories in height or equivalent.
18.
Roads and accesses shall be
designed and maintained to support the imposed loads of fire apparatus. Surface
shall be paved before the application of combustible material. 10/31/07
1.6 South Jordan City
Water Notes
1.
The following South Jordan City
Water Notes are intended for general water standards only and are not all
inclusive. For a complete copy of City water notes and drawings, the City has
published Culinary Water Design and Construction Standards. A copy of these
standards and specifications can be obtained at South Jordan City Hall (Engineering Department) and/or the South Jordan City website.
2.
No work shall begin until the
water plans have been released for construction by the Engineering Department.
Following water plan approval, forty-eight (48) hour notice shall be given to
the Public Services Department (253- 5230) prior to the start of construction.
Notice must be given by 2:00 P.M. the business day prior to an inspection.
3.
All work within South Jordan City shall conform to APWA, City Provisions, & AWWA.
4.
For Residential Developments -
The developer shall purchase and install meter boxes and setters satisfactory
to the Public Services Department on newly developed lots and real property at
the time of water main installation. The developer shall also provide the site
address, lot number, meter size and pay meter fees prior to plan check
approval.
5.
For Commercial and Condominium
Developments - The developer shall purchase and install water meters, meter
boxes and setters satisfactory to the Public Services Department.
6.
All water meters are to be a
Badger Meter equipped with an Absolute Digital Encoder with pit set Itron ERT
(Encoder Receiver Transmitter) module. All meter lids need to be recessed for
transmitter.
7.
All service laterals two inches
(2”) in diameter and smaller shall be IPS Poly tubing with South Jordan City approved service saddles.
8.
All water meter boxes shall be
located outside of driveway areas, no concrete within 2’ of edge of lid.
9.
All valves shall be located
outside of driveways, gutters, curbs and alley gutters.
10.
Warning tape placed 18” over pipe
& tracer wire shall be required over all mains, all six-inch (6”) diameter
and larger service laterals, and any service lateral not installed
perpendicular to the main.
11.
All water facilities shall be
filled, disinfected, pressure tested, flushed, filled and an acceptable water
sample obtained prior to connection to the South Jordan City Distribution
System.
12.
Construction may interrupt
service, with South Jordan City Public Services approval and proper
notification, between the hours of 10:00 P.M. and 6:00 A.M. Sunday through
Thursday. Circumstances that may require temporary service feed must have prior
South Jordan City Public Services approval.
13.
All water facility construction
materials used must be as listed on the South Jordan City Services Works
pre-approved materials and manufacturers listing for new facilities, latest
revision or specifically approved on these plans.
14.
Approval of these plans for the
water stubout installation will not be construed as a commitment for water
service to this property.
15.
CONDITIONAL APPROVAL OF VALVED
OUTLET (6” AND LARGER):
In the
event the water plans show one or more valved outlets extending out of paved
areas, installations of these outlets is acceptable, however, if the outlets
are incorrectly located or not used for any reason when the property is
developed, the developer shall abandon the outlets at the connection to the
active main in accordance with the city standards and at the developer’s
expense.
16.
WATER CROSSING NOTE:
The
following are the requirements that must be met when there is a water-sewer or
water-storm crossing:
When
protection of the water line is considered, the minimum vertical distance
eighteen inches (18”) must be maintained when the water line is installed over
the sewer/storm line. If this distance cannot be maintained because of physical
obstructions or the water line must be placed under the sewer/storm line, the
sewer/storm line must be constructed with any one of the following:
A) Extra heavy cast iron or ductile iron pipe
B) Encasement with 4 inches minimum of concrete or sleeving with water
quality pipe.
Each of
these provisions must be extended for ten feet (10’) on either side of the
water line at 90 degrees to the crossing.
17.
All work shall conform to the South Jordan City standards and specifications.
18.
Service saddles or tapped collars
will be required on all services.
19.
Sewer and other Pollution Sources
which are parallel with water lines shall have a minimum separation of 10 foot
horizontal, at points where water and sewer lines cross a minimum vertical
separation of 18 inches is required.
20.
Deflection angle shall not exceed
2 ½ degrees per 13-foot section of pipe for pipe sizes smaller than 14 inches
and shall not exceed 2 degrees for pipe sizes between 14 inches and 16 inches.
21.
Contractor to provide thrust
blocks as required.
22.
All lines to be pressure tested
according to AWWA standards and chlorinated prior to use and final acceptance.
23.
All fittings to be coated poly fm
grease and wrapped with 8-mil thick polyethylene.
24.
All valve boxes shall have
concrete collars at surface of paved areas per South Jordan City Standards.
Fire Hydrants, auxiliary valves and valve boxes to be set in 4’x5’x6” concrete.
25.
No other utility lines may be
placed in the same trench with water line.
26.
No water meter boxes are to be
placed in the driveway area. Service lateral locations shall be field verified
prior to paving of street.
27.
Culinary water lines shall be
sized as shown on the approved plans. Residential services shall be ¾” diameter
IPS as shown on plans, unless approved by City Water Division. Non-residential
services shall be sized as shown on plans.
28.
All water lines installed on
project shall be PVC C-900 DR18 minimum PR 150 (waterline must be blue unless
sewer is green) Secondary water lines installed on project shall be purple PVC
C-900 DR18 minimum PR 150.
29.
All gate valves are to be Mueller
or Clow and resilient seated.
30.
The contractor shall be
responsible for removal of all material spilled on existing roadways on a daily
basis.
31.
Any conflict with existing
utilities shall be immediately called to the attention of the engineer.
32.
All water vaults will be
constructed per City of South Jordan standard drawings and specifications. No
vaults are allowed in traffic areas without prior approval of engineering.
33.
Landscaping and irrigation
adjacent to vaults shall drain away from vaults.
34.
Contractor shall provide
appurtenances to perform pressure tests and disinfections as required by the
City Engineer.
35.
Culinary water lines shall have a
minimum of 48 inches of cover to finish grade. Secondary water lines shall have
a minimum of 36 inches of cover to finish grade.
36.
Culinary water services and
meters for residential developments shall be centered on the front of the lot
and located within the park strip. Secondary water services shall also be
located in the park strip with the stop and waste valve adjacent to the
sidewalk and offset 7 feet from the side property line.
37.
The contractor shall place a
brass disk in the top back of the curb at the locations of the house services.
Stamped “W” for culinary water, and “S” for sanitary sewer. The disks are
supplied and installed by the contractor.
38.
The contractor shall provide
positive isolation of proposed culinary water lines from existing lines, as
approved by the City, during construction, testing, chlorinating, and final
connection procedures, as specified in section 4.8 and section 9 of AWWA C651
standards.
39.
Once the waterline has been
tested, approved and city water is flowing through the pipe, only City
personnel are authorized to shut down and charge the waterline.
40.
Megalug following ring or an
approved equivalent shall be used on all fittings.
41.
APWA plan 562, City requires
stainless steel tie-down restraints with turnbuckles only. 5/8” rebar is not
acceptable. Megalug followers required on all fittings and all dimensions of
thrust blocking still apply.
10/31/07
1.7 Punch
List Items (Streets Division)
1.
Sidewalks and
Curb & Gutter shall be replaced if there is more than a ½ inch settlement
or heave in a 4 inch section.
2.
Sections with
Concrete Spalding shall be replaced. Sections shall be replaced from cold joint
to cold joint
3.
Sections with
Concrete Chips more than ½ inch deep and 3 inches across shall be replaced as
follows:
a.
0 – ½ inch deep
and 0 – 3 inches across use seca flex 123
b.
3 or more chips
shall be replaced. The entire section from cold joint to cold joint shall be
replaced.
4.
Cracks in
concrete other than brake lines shall be replaced.
5.
Trip Hazards:
a.
More than ¼ inch
vertical hazard shall be replaced.
b.
¼ inch expansion
joint vertical hazard shall be cut down.
6.
Wheel Chair Ramps
a.
Brake lines shall
be no more than 4 feet apart (lateral and longitude).
b.
Truncated domes
must be installed to meet ADA and/or South Jordan City Standard Specifications.
c.
The maximum gap
between the ramp and sidewalk and curb & gutter shall be no larger than ½
inch.
7.
Concrete rings
around manholes and valves shall be ½ inch below the final asphalt elevation.
8.
All sidewalks and
Curb & Gutter shall be completely backfilled to within 3 inches of the Top
Back of Curb (TBC) and within 3 inches of the top of sidewalk.
9.
Concrete and
asphalt must make a complete marriage per APWA specifications.
10.
Storm Drains:
a.
All debris, including
framing, shall be cleaned out in storm drains and manholes.
b.
All grouping of
storm drains and manholes shall make a complete marriage.
c.
All lids and
grates shall be easily removed.
11.
Asphalt:
a.
Marriages of
asphalt shall be vertical, with complete marriage and with no gaps. Marriage
will be cracked sealed and not be more that 1/2 inch higher than existing
asphalt and/or concrete.
12.
Pot Holes:
a.
Any potholes and
cracks shall be cut out to the satisfaction and discretion of the Operations
Director and City Engineer or their designee and patched and crack sealed.
13.
Any damage caused
by any machinery or equipment shall be repaired or replaced to the satisfaction
of the Operations Director and City Engineer or their designee.
4/26/07
