HomeMy WebLinkAboutTechnical SpecificationsTECHNICAL SPECIFICATIONS
FOR
NW 8TH STREET SEWER TRUNK MAIN
BROADWAY AVENUE TO CHERRY LANE — PHASE 2
FOR
CITY OF MERIDIAN, IDAHO
April 2014
This stamp certifies the attached modifications to the ISPWC. It does not certify the ISPWC.
All work described in the Contract Documents shall meet the requirements of the 2012
ISPWC, Current Edition of the City of Meridian, Ada County, Idaho, Supplemental
Specifications and Drawings to the ISPWC, and the following Special Provisions to modify
the 2012 ISPWC.
Prepared by
Murray, Smith & Associates, Inc.
1649 W. Shoreline Drive, Suite 200
Boise, Idaho 83702
208.947.9033
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
SECTION 100 Modification to the 2012 Idaho Standards for Public
Works Construction - General Requirements 1 - 3
SECTION 500 Modification to the 2012 Idaho Standards for Public
Works Construction - Sewer
SECTION SPI Special Provisions to Modify the Measurement and
Payment Section of the 2012 Idaho Standards for Public Works Construction 1 -2
SECTION SP2 General Project Requirements 1 - 6
SECTION SP3 Private Property Condition Documentation and Owner Approval 1 - 1
ATTACHMENTS
1 — Details of Sewer Services 1-43
2 — Erosion Sediment Control Plan 1 - 8
3 — Property Owner Notification Form
4 — Property Owner Release Form
Technical Specifications - NW 8°i Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 TOC
SECTION 100
MODIFICATION TO
THE 2012 IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION - GENERAL REQUIREMENTS
I. On Page 18 of Section 100 of The ISPWC, Article 6, Section 6.01, Subparagraph B,
Add the Following:
The competent resident superintendent's duties and responsibilities shall
include enforcement of OSHA regulations regarding excavations, the
prevention of accidents, and the maintenance and supervision of construction
site safety precautions and programs.
H. On Page 26 of Section 100 of The ISPWC, Article 6, Section 6.17, Subparagraph
A.l.a, Replace with the Following:
a. Shop drawings are required to be submitted through e -Builder Project
Management Software.
III. On Page 26 of Section 100 of The ISPWC, Article 6, Section 6.17, Subparagraph
A.2,a, Replace with the Following:
a. Submit four (4) samples
IV. On Page 27 of Section 100 of The ISPWC, Article 6, Section 6.17, Subparagraph D,
Add the Following:
4. The ENGINEER will review the submitted data and shop drawings, and will
make notations thereon indicating "No Exception Taken", "Make Corrections
Noted", "Rejected", "Revise and Resubmit", or "Submit Specified Item". The
ENGINEER will then return one (1) copy of the submitted data and shop
drawings to the CONTRACTOR and two (2) copies to the OWNER.
V On page 27 of Section 100 of the ISPWC, Article 6, Section 6.17, Subparagraph E,
Add the Following:
2. If more than two (2) submissions are required to meet the project
specifications, the cost of reviewing these additional submissions may be
charged directly against the CONTRACTOR and the OWNER may withhold
the funds necessary to cover these costs.
VI. On Page 27 of Section 100 of The ISPWC, Article 6, Section 6.17, Add the
Following:
Technical Specifications - NW 8`h Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 100-1
• Earliest finish date or actual finish date (by calendar date)
• Latest start date (by calendar date)
• Latest finish date (by calendar date)
• Slack or float time (in workdays)
2. Shop Drawings, Schedules and Drawings -- The CONTRACTOR shall
provide shop drawings, schedules and such other drawings and
information as may be necessary for the prosecution of the work in the
shop and in the field as required by the contract documents and/or
ENGINEER's instruction.
3. CONTRACTOR Contact Persons
4. Material Safety Data Sheets
5. Water and sewer bypass plan
END OF SECTION
Technical Specifications - NW 8°i Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 100-3
SECTION 500
MODIFICATION TO
THE 2012 IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION - SEWER
I. On Page 15 of Section 501 of The ISPWC, Subsection 3.4, Add the Following:
I. Line and Grade
Contractor to submit survey information by a Professional Land
Surveyor of the pipe inverts at each manhole within 48 hours of
construction of the manholes to the ENGINEER and CITY. Allowable
variance from the established line and grade are summarized in the
table below
Maximum Allowable Variance
Description
Allowable Variance'
Line
.03 inches per inch of pipe diameter
or a maximum of 0.5 inches
Grade
.01 inches per inch of pipe diameter
or a maximum of 0.25 inches
Invert elevation between
_01 inches per inch of pipe diameter
adjoining ends of pipe,
or a maximum of 0.5 inches
including fittings
Note 1: Variation must not result in a level or reverse -sloping invert
2. Uncover and reinstall pipe for reaches outside of line and grade tolerance. Do
not reinstall damaged pipe. Retest pipe after any work is completed. Removal
and replacement of any pipe sections is at the CONTRACTOR'S expense.
3. The OWNER may conduct additional testing prior to expiration of the two
year warranty period. Uncover and reinstall sections of the pipe found to be
outside of line and grade tolerance. Do not reinstall damaged pipe. Retest
pipe after any work is completed. Removal and replacement of any pipe
sections is at the CONTRACTOR'S expense."
END OF SECTION
Technical Specifications - NW 8m Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 500-1
SECTION SP1
SPECIAL PROVISIONS TO MODIFY THE MEASUREMENT
AND PAYMENT SECTION OF THE 2012 IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION
Measurement and payment will be on a unit price basis in accordance with the prices set
forth in the proposal for individual work items. Where work (or materials) are required, but
do not appear as a separate item in the proposal, the cost for that work (or materials) shall be
included and absorbed in the unit prices named in the proposal. The CONTRACTOR shall
make a careful assessment when preparing the bid.
ISPWC Pay Items: When referenced in the bid schedule, the Idaho Standards for Public
Works Construction (ISPWC), Pay Item definitions shall be used unless revised below.
The following are definitions for pay items used on the project that are not defined by the
ISPWC.
2010.4.1.A.I Mobilization,:
Payment for mobilization will be on a lump sum basis as follows:
A. 50% of the amount for mobilization shall be paid on the first monthly pay
application.
B. 50% (remainder of bid item) of the amount for mobilization shall be paid on
the last monthly pay application.
SP1 -1 Sewer Service -Plumbing Pp ermit:
Payment for City of Meridian Building Department Plumbing Permit. See Section
SP2 Part 1.4 Construction Within Public Rights -of -Way. Payment shall be made on
per each basis.
SP1 -2 6" Sleeve for Sewer Service Line - C900 PVC - Potable/Non Potable Casing:
Payment for casing of 4" sanitary sewer pipe shall include casing pipe, caps,
miscellaneous material and all incidental work required. Payment shall be made by
the linear foot.
SP1 -3 8" Sleeve for Sewer Service Line - C900 PVC - Potable/Non Potable Casing:
Payment for casing of 6" sanitary sewer pipe shall include casing pipe, caps,
miscellaneous material and all incidental work required. Payment shall be made by
the linear foot.
SP1 -4 8" Sleeve for Water Main - C900 PVC - Potable/Non Potable Casing:
Technical Specifications - NW 8`h Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 SPI -1
SECTION SP2
GENERAL PROJECT REQUIREMENTS
The most recent editions of the Idaho Standards for Public Works Construction (ISPWC),
and City of Meridian, Ada County, Idaho, Supplemental Specifications and Drawings to the
Idaho Standards for Public Works Construction (Meridian Supplement to the ISPWC) apply
except as modified herein. In the case of discrepancy, unless noted otherwise herein, the
more restrictive provisions shall apply.
1.1 Site Investigation and Physical Data
The CONTRACTOR acknowledges that it is satisfied as to the nature and location of the
work and the general and local conditions, including but not limited to those bearing upon
transportation, disposal, handling and storage of materials, availability of water, roads,
groundwater, access to the sites, coordination with other contractors, and conflicts with
pipelines, structures and other contractors. Information and data furnished or referred to
herein is furnished for information only. Any failure by the CONTRACTOR to become
acquainted with the available information and existing conditions will not be a basis for relief
from successfully performing the work and will not constitute justification for additional
compensation.
The CONTRACTOR shall verify the locations and elevations of existing pipelines,
structures, grades and utilities, prior to construction. The OWNER assumes no responsibility
for any conclusions or interpretations made by the CONTRACTOR on the basis of the
information made available.
1.2 Temporary Utilities for Construction Purposes
The CONTRACTOR shall make all arrangements necessary to provide all temporary utilities
for construction purposes and shall pay all costs associated of those temporary utilities.
Water for construction purposes will be furnished by the OWNER at no cost. The
CONTRACTOR shall furnish all valves, hoses, connections and other devices as necessary
to obtain sufficient water for construction and for filling and testing of water lines as
required. Fire hydrant use is allowed only by permission of the utility owner. Backflow
protection is required on all connections to potable water systems.
1.3 Field Service by Manufacturer's Representative
The CONTRACTOR shall furnish the services of a manufacturer's or material supplier's
representative for all major equipment and materials furnished by the CONTRACTOR or
OWNER under this contract, to check, place in operation and test the installation, and train
operating personnel. The manufacturer's representative shall be qualified and authorized to
perform repairs and maintenance on the equipment. The above gives a general scope of the
services desired from the manufacturer's representative. It will be the responsibility of the
CONTRACTOR and the equipment manufacturer to determine detailed requirements. Costs
for services of the manufacturer's representative shall be included in the proposal of the
Technical Specifications - NW 8th Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 SP2-1
1.7 Compaction Testing
The CONTRACTOR shall provide the services of a licensed, independent agency to perform
compaction testing for this project per Paragraph 13.03.11 of the General Conditions. The
agency must be approved by the OWNER. Compaction tests will be required to show that
specified densities of compacted backfill and asphaltic concrete surfacing are being achieved
by the CONTRACTOR's compaction methods. The CONTRACTOR shall provide the
OWNER with copies of recent Proctor tests for the backfill and paving material in addition
to copies of compaction tests performed in the field.
The ENGINEER may direct testing at a higher frequency upon failure to obtain specified
densities or if the CONTRACTOR changes compaction equipment or methods of
compaction.
1.8 Dechlorination and Disposal of Chlorinated Water
Any proposed discharge of chlorinated water shall be approved by the City of Meridian.
1.9 Limits of the Work and Storage of Spoils
The limits of the site, which may be used for construction, storage, materials handling,
parking of vehicles and other operations related to the project include public rights-of-way
subject to permission of the ACHD. The limits of work also include rights of access
obtained by the CONTRACTOR, subject to all public laws and regulations and rights of
access by utility companies and other holders of easement rights. Refer to Paragraph 6.11 of
the General Conditions in the ISPWC.
1.10 Protection of Existing_ Structures and Work
The CONTRACTOR must take all precautions and measures necessary to protect all existing
structures and work. Any damage to existing structures and work shall be repaired by
removing the damaged structure or work, replacing the work and restoring to original
condition satisfactory to the OWNER.
1.11 Salvage and Debris
The City of Meridian will determine if they wish to keep all castings, pipe, equipment,
demolition debris, spoil or any other discarded material or equipment. The CONTRACTOR
shall deliver to the City any materials it chooses to keep at a location to be determined
according to the materials chosen. If the City of Meridian does not want the materials the
CONTRACTOR shall dispose of them in a manner compliant with applicable federal, state
and local laws and regulations governing disposal of such waste products. No burning of
debris or any other discarded material will be permitted.
1.12 Utility Properties and Service
In areas where the CONTRACTOR's operations are adjacent to, or near a utility and such
operations may cause damage which might result in significant expense, loss and
inconvenience, the operations shall be suspended until all arrangements necessary for the
protection thereof have been made by the CONTRACTOR.
Technical Specifications - NW 81h Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 SP2-3
conducted outside of the above-described days and hours without prior approval of the
OWNER AND ACHD.
1.18 Interferences Obstructions and Sewer Crossings
At certain places, power, light and telephone poles may interfere with excavation and the
operation of the CONTRACTOR's equipment. Necessary arrangements shall be made with
utility companies for moving or maintaining such poles. The utility company affected by
any such interferences shall be notified thereof so that the necessary moving or proper care
of poles and appurtenances may have appropriate attention. All costs resulting from any
other interferences and obstructions, or the replacement of such, whether or not herein
specifically mentioned, shall be included and absorbed in the unit prices of the
CONTRACTOR's bid.
1.19 Noise Limitations
The project areas are located within a residential zoned area. All applicable City, County
ordinances and State and Federal regulations shall be compiled with. No equipment may be
started before 7:30 AM without express written permission from the OWNER and ACHD.
1.20 Storage and Protection of Equipment and Materials
A. Materials and equipment stored overnight shall be placed neatly within designated
storage areas approved by the OWNER. Unusable materials (i.e., rejected or
damaged liner material, old concrete chunks, metal scraps, etc.) shall be expeditiously
removed from the project area.
Provide appropriate barricades, signs, and traffic control devices in like -new
condition where necessary to protect the public from any hazards associated with the
storage of materials and equipment used for this project.
B. No equipment and/or materials shall be stored outside the immediate work area on
public rights-of-way, in the following locations, or in the following manner:
1. In any maintained landscaped or lawn area.
2. In a manner that would totally eliminate an individual residents' street parking.
3. In front of any business.
The "immediate work area" is the area where work is taking place or will be taking place
within one calendar day. The CONTRACTOR shall immediately move stored material or
equipment, which causes a nuisance or creates complaints.
122 Emergency Maintenance Supervisor
The CONTRACTOR shall submit to the OWNER, the names, addresses and telephone
numbers of at least two employees responsible for performing emergency maintenance and
repairs when the CONTRACTOR is not working. These employees shall be designated, in
writing by the CONTRACTOR, to act as its representatives and shall have full authority to
Technical Specifications - NW 8`" Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 SP2-5
SECTION SP3
PRIVATE PROPERTY CONDITION DOCUMENTATION
AND OWNER APPROVAL
PART1 GENERAL
This work consists of providing photographic documentation of pre -construction and post -
construction conditions on all private properties and obtaining approvals and releases from
all private property owners who may be impacted by the construction of the project.
A. Photographic Documentation of Pre -Construction and Post -Construction Conditions —
The CONTRACTOR shall provide to the OWNER photographic documentation of
pre -construction and post -construction conditions on all private properties including
work inside residences, if applicable. The CONTRACTOR shall provide to the
OWNER digital photos of each area of work on private properties sufficient to
document the conditions prior to the start of the CONTRACTOR'S work and
immediately after completion of the CONTRACTOR'S work. Submit all photos to
the OWNER in an organized manner on compact discs. The photographs must have
the date stamp clearly indicated on them or they will be rejected as invalid.
B. Property Owner Notification - Notification of planned service disruptions (water main
shutdowns, sewer service interruptions, etc.) shall be made to residents and business
owners 48 hours in advance and shall include the extent and type of service
disruption, Contractor's contact name and phone number, and date and time of
disruption. See Attachment Number 3, Property Owner Notification Form. The
Property Owner Notification Form shall be sent to all affected property owners and
the OWNER.
C. Property Owner Approval and Release — Prior to final payment, the CONTRACTOR
shall obtain a release from each property owner the form prepared by the ENGINEER
confirming that the installation and site restoration work is satisfactory to the property
owner. See Attachment Number 4, Property Owner Release Form. All releases shall
be submitted to the OWNER.
END OF SECTION
Technical Specifications - NW 8`h Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane—Phase 2 SP3-1
DETAILS OF SEWER SERVICES
ATTACHMENT 1
Attachment 1 13-1478.200
Service Connection Identification Number Details Page 1
TABLE OF CONTENTS
SERVICE CONNECTION IDENTIFICATION COVER
I
TABLE OF CONTENTS
3-5
GENERAL NOTES
7
SERVICE CONNECTION - 2.01- 735 CARLTON AVENUE
9-10
SERVICE CONNECTION - 2.02 -1032 8TH STREET
11-12
SERVICE CONNECTION - 2.03 -1022 STH STREET
13-14
SERVICE CONNECTION - 2.04 -1012 8TH STREET
15-16
SERVICE CONNECTION - 2.05 -1002 8TH STREET
17-18
SERVICE CONNECTION - 2.06 - 938 8TH STREET
19-20
SERVICE CONNECTION - 2.07 - 928 8TH STREET
21-22
SERVICE CONNECTION - 2.08 - 922 8TH STREET
23-24
SERVICE CONNECTION - 2.09 - 802 PINE AVENUE
25-26
SERVICE CONNECTION - 2.10 - 944 7TH STREET
27-28
SERVICE CONNECTION - 2.11- 912 7TH STREET
29-30
SERVICE CONNECTION - 2.12 -10218TH STREET
31-32
SERVICE CONNECTION - 2.13 - 927 8TH STREET
33-34
SERVICE CONNECTION - 2.14 -830 PINE AVENUE
35-36
SERVICE CONNECTION - 2.15 - 825 STH STREET
37-38
SERVICE CONNECTION - 2.16 - 8118TH STREET
39-40
SERVICE CONNECTION - 2.17 - 803 8TH STREET
41-42
SERVICE CONNECTION - 2.18 - 814 8TH STREET
43-44
SERVICE CONNECTION - 2.19 - 716 IDAHO AVENUE
45-46
Attachment 1 13-1478.200
Service Connection Identification Number Details Page 3
SERVICE CONNECTION - 2.44 - 729 IDAHO AVENUE
97-98
SERVICE CONNECTION - 2.45 - 839 PINE AVENUE
99-100
SERVICE CONNECTION - 2.46 - 847 PINE AVENUE
101-102
SERVICE CONNECTION - 2.47 - 859 PINE AVENUE
103-104
SERVICE CONNECTION - 2.48 - 931 PINE AVENUE
105-106
SERVICE CONNECTION - 2.49 - 842 PINE AVENUE
107-108
Attachment 1 13-1478.200
Service Connection Identification Number Details Page 5
General Notes for Sewer Services
1) See General, Sewer and Paving Notes, Sheet G-2 of the Plans.
2) All sewer service work shall meet the requirement of the City of Meridian Supplemental
Specification and Drawings to the ISPWC Section 504 -Sewer Services and ISPWC
Section 504 -Sewer Services.
3) See City of Meridian Standard Details S 1, Standard Sewer Service Connection.
4) Plumbing and cleanouts shall be constructed per 2003 Uniform Plumbing Code and the
City of Meridian Plumbing Code Amendments.
5) See City of Meridian Standard Detail Utility Inspection Jurisdiction Utility Installation
Contractor Requirement, Drawing G3 for installation, inspection and jurisdiction
requirements.
6) Irrigation and service lines (power, water, gas, electrical, telephone and cable) are not
shown on plans.
7) Surface and landscape restoration, and any required utility relocation or repair, is
incidental to the cost for areas disturbed during construction. These areas must be
repaired to existing or better condition within 14 days. Contractor must coordinate with
property owner and City prior to relocation or abandoning any existing utilities. See
Section SP3 of the specifications for notification and documentation requirements.
8) Asphalt restoration in the Right -of -Way shall be done per Detail 1, Sheet D-1 of the
plans. Match existing pavement and base course thickness for all other repairs.
9) See Water Notes 2 and 3 on Sheet G-2 for Potable and Non -Potable Water Line
Separation.
10) Minimum slope per City of Meridian Standard Detail S 1, Standard Sewer Service
Connection.
11) See Detail 7, Sheet D-1 for Potable/Non Potable Casing Detail.
12) Proposed abandoned sewer service shall not be sealed off until the new sewer service has
been completely inspected and certified fit for use and the flow diversion work is
completed.
13) Each proposed sewer service shall be tested for connectivity to the sewer main by dye
testing each appliance in each unit served by the sewer service.
Attachment 1 13-1478.200
Service Connection Identification Number Details Pagel
EROSION SEDIMENT CONTROL PLAN
FOR
NW 8TH STREET SEWER TRUNK MAIN
BROADWAY AVENUE TO CHERRY LANE — PHASE 2
FOR
CITY OF MERIDIAN, IDAHO
APRIL 2014
ATTACHMENT 2
Attachment 2 Erosion Sediment Control Plan - NW Bch Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 1
Erosion Sediment Control Plan
for:
NW 81h Street Sewer Trunk Main Broadway Avenue to Cherry
Lane Project
City of Meridian, Idaho
Responsible Contractor(s):
Insert Company or Organization Name
Insert Name
Insert Address
Insert City, State, Zip Code
Insert Telephone Number
Insert Fax/Email
Erosion Sediment Control Plan Preparation Date:
8/12/2013
Estimated Project Dates:
Project Start Date: X / X / 2014
Project Completion Date: X / X / 2014
Attachment 2 Erosion Sediment Control Plan - NW 8t' Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 1
Insert Telephone Number:
Insert Fax/Email:
Repeat as necessary
Emergency 24 -Hour Contact: (will be someone from contractors organization)
Insert Company or Organization Name:
Insert Name:
Insert Telephone Number:
Attachment 2 Erosion Sediment Control Plan - NW 8t' Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 3
Construction site area to be disturbed
Potential Impacts on Water Quality
0.5 acres
Stormwater runoff will be discharged to the ACHD municipal separate sewer. The storm sewer
system discharges ultimately make their way to the Boise River. During construction, BMPs for
stormwater will be implemented and maintained to treat stormwater before it leaves the site.
The Boise River does have a TMDL for sediment and bacteria. The sediment/bacteria subbasin
Assessment and Total Maximum Daily Loads can be accessed at
httn•//www deq idaho gov/water-quality/surface-water/tmdls/table-of-sbas-tmdls/boise-river-
lower-subbasin.asnx (accessed 8/12/2013).
Potential sources of sediment to stormwater runoff include site excavation operations, vehicle
tracking, construction dewatering, landscaping operations, and backfilling.
Potential pollutants and sources, other than sediment, to stormwater runoff include
• Combined Staging Area — small fueling activities.
• Material Storage Area — general building materials, pipes, aggregates trash, and so on
• Construction Activity — paving, sewer and manhole installation
Trade Name Material
Stormwater Pollutants
Location
Asphalt
oil, petroleum distillates
Streets
Excavation and Backfill
Sediment
Streets and Landscaping
Storm Water Management Strategy
Maps
Site maps are included in the construction plans, see sheet ESC -1 Erosion Sediment Control
Plan.
Attachment 2 Erosion Sediment Control Plan - NW 8th Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 5
Material Handling and Waste Management
All waste materials will be collected and disposed of off-site. No waste construction materials
will be buried on-site. All personnel will be instructed, during tailgate training sessions,
regarding the correct disposal of trash and construction debris. Notices that state these practices
will be posted in the office trailer and the individual who manages day-to-day site operations will
be responsible for seeing that these practices are followed. All trash collected during
construction will be disposed of at an off-site location for the duration of construction.
One temporary sanitary facility (portable toilets) will be provided by contractor at the site
throughout the construction phase. The portable toilet will be located away from concentrated
flow paths and traffic flow and will have collection pans underneath as secondary containment.
The portable toilet will be brought to the site for the duration of construction. All sanitary waste
will be collected from the portable facilities a minimum of three times per week. The portable
toilet will be inspected weekly for evidence of leaking holding tanks. Toilets with leaking
holding tanks will be removed from the site and replaced with new portable toilets.
Establish Proper Building Material Staging Areas
All building materials will be staged.off-site. Temporary staging, stockpiling of fill and
disturbed areas left inactive for more than 14 consecutive days shall be protected with temporary
perimeter sediment barrier.
Designate Washout Areas
All washout will occur off-site.
Establish Proper Equipment/Vehicle Fueling and Maintenance
Practices
Several types of vehicles and equipment will be used on-site throughout the project, including
graders, scrapers, excavators, loaders, paving equipment, rollers, trucks and trailers, backhoes,
and forklifts. All major equipment/vehicle fueling and maintenance will be performed off-site.
Only minor equipment maintenance will occur on-site. All equipment fluids generated from
maintenance activities will be disposed of into designated drums stored on spill pallets.
Absorbent, spill -cleanup materials and spill kits will be available on site. Drip pans will be
placed under all equipment receiving maintenance and vehicles and equipment parked overnight.
BMPs implemented for equipment and vehicle maintenance and fueling activities will begin at
the start of the project. Vehicles and equipment will be inspected on each day of use. Leaks will
be repaired immediately, or the problem vehicle(s) or equipment will be removed from the
project site. Keep ample supply of spill -cleanup materials on-site and immediately clean up spills
and dispose of materials properly.
Attachment 2 Erosion Sediment Control Plan - NW 8s' Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 7
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Attachment 2 Erosion Sediment Control Plan - NW 8a` Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 9
PROPERTY OWNER NOTIFICATION FORM
ATTACHMENT 3
Attachment 3 Property Owner Release Form - NW 8"' Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 1
Dear Property Owner:
On behalf of the city of Meridian, XXXXXX Construction will be relocating sewer services
and a water service on NW 8h Street. The work will take place from MONTH XX, 2014
through Month XX, 2014.
Roads will be closed to through traffic during construction as needed, however access for
homeowners and emergency vehicles will be maintained at all times.
The contractor will notify you 48 hours in advance of services being interrupted for the final
hook-up. This disruption should last for less than 4 hours.
Please feel free to call the City of Meridian Project Manager, John Boyd if you need; or
would like any more information on the project.
Thank you for your cooperation.
Contact information:
XXXXXX Construction (208)XXX-XXXX
Contact: XXXXXX XXXXX (208)XXX-XXXX
City of Meridian (208) 898-5500
Contact: John Boyd (208) 489-0364
Attachment 3 Property Owner Release Form - NW 8h Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 1
PROPERTY OWNER RELEASE FORM
ATTACHMENT 4
Attachment 3 Property Owner Release Form - NW 8t' Street Sewer Trunk Main 13-1478.200
Broadway Avenue to Cherry Lane — Phase 2 Page 1
City of Meridian
PROPERTY OWNER RELEASE FORM
Subject Property Owner
Subject Property Address
, hereinafter referred to "CONTRACTOR", entered into an
Agreement with the City of Meridian, hereafter referred to as "CITY", to perform and furnish all
services and work in association with the City of Meridian project
CONTRACTOR review of the completed restoration work effort was performed on Day of
, 20 at (P.M.) (A.M.). It is my opinion the
area has been satisfactorily restored to a condition equal to or better than condition prior to
construction.
Authorized Contractor Signature
FOR GENERAL PROPERTY
Date
1, (property owner's name), have reviewed the
CONTRACTOR's restoration work operations along the subject property and it has been performed to
a satisfactory condition, including, but not limited to:
Backfill and compaction
• Repair/replace of items damaged by CONTRACTOR
• Removal of construction debris including rocks and stones
• Utility repair
• Surface restoration completed
Irrigation/drainage conveyance systems functional
FOR AGRICULTURAL PROPERTY
1, (property owner's name), have reviewed the
CONTRACTOR's restoration work operations along the subject property and it has been performed to
a satisfactory condition, including, but not limited to the above "FOR GENERAL PROPERTY" and:
• For construction projects on land used for agricultural purposes (e.g., pipelines across crop or
range land, staging areas for highway construction, etc.), final stabilization was accomplished
by returning the disturbed land to its preconstruction agricultural use.
Property Owner Name (Print)
Property Owner Name (Signature)
Date