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TOWN OF VAIL - GENERAL NOTES
1. Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479 -2158. Obtain all required building
permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO, 81657.
2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the
Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO 81657.
3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to
commencement of construction.
4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire
period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of
normal operations.
5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications
set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal
regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the Town of Vail.
6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated
otherwise.
7. The engineer who has prepared these plans, by execution and /or seal hereof, does hereby affirm responsibility to the Town of
Vail, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by
the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the
extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and
employees, from and against all liabilities and damages which may arise from any negligent errors and omissions contained in
these plans.
B. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall
conform to the local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail.
9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall
be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work
before commencing new construction. The contractor shall be responsible for unknown underground utilities.
10. These drawings represent only the approximate location of utilities and are included only for the convenience of the
contractor. Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of
Colorado (800)- 922 -1987 to locate underground facilities. Contact Town of Vail for additional locates (970) 479 -2158. Contact
Eagle River Water and Sanitation District for additional locates (970)- 476 -7480 ext. 114. Utility locates to be performed at least
72 hours prior to any construction activity. Contractor shall ensure that work preformed in the proximity to utilities shall be
according to the requirements of the requirements of these agencies. The contractor shall notify the owner's representative of
any existing utilities which may interfere with the proposed work prior to construction. The contractor shall repair all existing
utilities to remain which are damaged during construction at no additional cost to the owner.
11. The contractor shall coordinate and cooperate with the Town of Vail, and all utility companies involved, assuring that the work
is accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for contacting,
in advance, all parties affected by any disruption of any utility service as well as the utility companies.
12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate
construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
13. The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water
Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692 -3590) OR the Town of Vail Storm
Water Discharge Permit (Contact 970 - 479 -2333) whichever is deemed necessary, the Storm Water Management Plan, and the
Erosion Control Plan.
14. Contractor shall provide and maintain approved erosion and sediment control "best management practices" (BMP) for the
project duration. Contractor shall inspect BMP's weekly and after every precipitation event. Contractor shall document inspection
and make reports available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level
reaches one half the bmp heights or, at any time that the BMP functionality is adversely impacted. All necessary maintenance
and repair shall be completed within 48 hours of identification, unless otherwise agreed upon.
15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of on site drainage facilities shall be the responsibility of the private owners.
16. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project
as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage.
17. The contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street
system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light
duty front -end loader, etc.) or as approved by the Town of Vail construction inspector.
18. The contractor shall notify he Town of Vail Construction Inspector 970 - 479 -2198 72 hours prior to the start of an
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construction. If work is suspended for any period of time after initial start -up, the contractor shall notify the Town of Vail of
reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of
construction.
19. The contractor shall notify the Town of Vail Environmental Health Inspector (970- 479 -2333) at least 2 working days prior to
the start of any earth disturbing activity, or construction on any and all public improvements.
20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in
accordance with the applicable standards and specifications for all work within the Public Right- of-Way. If the final
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soils /pavement design report does not correspond with the results of the original eotechnical report, the Owner shall be
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responsible for a re- design of the subject pavement section. All final soils /pavement design reports shall be prepared by a
licensed Professional Engineer. The final report shall be submitted to the Town of Vail Construction Inspector prior to placement of
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base and asphalt.
21. Prior to placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll" will be required. The entire
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subgrade and /or base material shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000
lbs. Any subgrade /base section exhibiting excessive pumping or deformation as determined by the construction inspector
shall be reworked, replaced or modified to form a non - yielding surface. The Town of Vail Construction inspector shall be notified
24 hours prior to a "proof roll ".
22. The contractor shall furnish electronic and hard copy reproducible As -Built record drawings showing horizontal and vertical
locations and elevations of constructed improvements including all utilities, and drainage appurtences prior to acceptance of the
project.
23. The contractor shall video camera (TV) all installed public storm sewer pipe prior to final paving and/ or other final surface
treatments are completed. A copy of the video taping shall be provided to the Town of Vail for review and approval and record
keeping.
24. The contractor shall be responsible for all aspects of safety - including, but not limited to, excavation, trenching, shoring,
traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching.
25. The contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of
Uniform Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within, or affecting,
the Right -of -Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the
construction activities.
26. The contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan,
schedule and phasing plan prior to the start of construction.
27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and
surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, .or tracked onto
existing roadways shall be removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused
by construction within or in the vicinity of the limits of construction. The contractor shall be responsible for damage due to
construction at no additional costs to owner. The contractor shall remove all sediment, mud, and construction debris that may
accumulate in the flow lines, private property, and public rights of ways of the town as a result of this construction project.
Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of
the construction project.
28. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown,
contact the Designer for clarification, and annotate the dimension on the as -built record drawings.
29. The contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate
standards and specifications, and a copy of any permits and extension agreements needed for the job.
30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the
plans or specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vail Construction
Inspector immediately.
31. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for
the project as well as the basis of bearings. The information shall be as follows:
Benchmarks -
Town of Vail Survey Control Point: "Sproddle ", elevation = 8287.84' (NAVD 88)
Description: The line connecting the monuments found in place marking the southwesterly corner and westerly comer of Lot
1, a Resubdivision of Lion's Ridge Subdivision Block C; said bearing being N37'09'31 "W.
32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish
disturbed or destroyed items at Contractor's expense.
33. The contractor shall be responsible for replacement of any existing materials that are damaged during construction within the
limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner.
34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches
shall be infrared unless otherwise instructed by the Town of Vail Engineer.
35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which
existed before construction, or to the grades and condition as required by these plans.
36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these
handicap ramps shall be in accordance to ADA current standards.
37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from
material and workmanship defects for a minimum period of two years from the date of acceptance.
38. The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety
of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or
other devices necessary to provide for public safety, pedestrian and vehicular access as needed. This requirement shall apply
continuously and not be limited to normal working hours.
39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown
obstructions and /or grade differences exist that may not have been known during design. Such conditions shall be
immediately brought to the attention of the owner's representative for decision. The contractor shall assume full responsibility for
all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner.
40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the
newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor
for the entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the
construction site and offsite drainage which is directly affected by construction.
41. Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The
contractor may provide temporary street lighting approved by Town of Vail, when existing street lights are removed.
42. Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless
otherwise approved by the Town of Vail.
43. It is the responsibility of the contractor to protect and preserve all trees, bushes, shrubs and cover in a manner acceptable
to the owner. All areas of Town of Vail Right -of -Way disturbed during construction shall be well graded to drain, covered with a
minimum of 4- inches of top soil, fertilized, mulched and re- seeded according to the Town of Vail's standard specifications.
44. Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction
unless otherwise approved by the Town of Vail Fire Department.
TIMBER RIDGE REDEVELOPMENT
Town of Vail
November 2013
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GENERAL NOTES
1. The contractor shall conform to all Town of Vail TOV rules regulations and stipulations while accessing the site or working
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on the site.
2. The Contractor shall schedule a pre- construction meeting with the Owner and the Engineer at least 48 hours prior to the
start of construction. No construction will be permitted prior to the pre- construction meeting.
3. The Contractor is warned that conflicts with existing utility services may exist including shallow utilities culverts sub - drains
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roof drains, irrigation lines, water and sewer lines, electric service lines, etc. Prior to beginning any construction, the
Contractor shall contact all appropriate utility companies for line locations, and Contractor shall then locate all utilities
(including depth). Alpine Engineering, Inc. assumes no responsibility for utility locations. Any conflicts with the proposed
construction shall be brought to the attention of the Engineer so that minor line or grade changes can be made to eliminate
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any conflicts with these existing utilities. All existing utilities shall be protected from damage by the Contractor. Utilities
that are damaged b the contractor that were properly marked located shall be repaired b the contractor at no expense to
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the owner or engineer.
4. Refer to the Soils Reports for compaction requirements and recommendations. Backfill material shall be free of to soil
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organic material frozen material and all non - structural material. If trench backfill and compaction requirements for different
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entities or agencies conflict, the more restrictive requirements shall be used.
5. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed work.
6. All construction shall conform to municipal or district standards and specifications and be subject to construction observation
by their representatives. Copies of municipal and district standards must be obtained by the Contractor. Contractor shall
have one (1) copy of the plans and one (1) copy of the appropriate specifications on the job site at all times. The
Contractor shall have one complete set of the Contract Documents on the job site at all times.
7. Observations of the work in progress and on -site visits are not to be construed as a guarantee or warranty by the Engineer
of the Contractor's contractual responsibilities.
8. The contractor is responsible for all coordination of stockpiling of materials. The contractor shall coordinate with the owner
and the material supplier.
9. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor
for compliance by the appropriate party with any regulations relating thereto.
10. The contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities,
including vehicle fueling, storage of fertilizers or chemicals, etc. The contractor shall have identified procedures for handling
potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site.
11. If any groundwater is encountered, the contractor shall contact Alpine Engineering, Inc. and the Project Geotechnicol Engineer
immediately.
12. The contractor shall maintain existing drainage channels, culverts and appurtenances during construction as necessary to
protect roads and property.
13. Contractor shall minimize construction disturbance to the satisfaction of the owner.
14. The Contractor is warned not to scale from plans. If conflicts, questions or interpretations are required, contact the Engineer
in writing with a Request For Information (RFI.)
15. Contractor is to dispose of spoil material off site.
16. The Contractor shall protect and preserve all trees, bushes, shrubs and ground cover, not designated for removal, in a manner
acceptable to the Owner. Contractor is to repair and /or replace any landscaping damaged as a result of construction to a
condition equal to or better than existing.
17. Benchmark(s): Contact Gore Range Surveying for benchmark information.
18. Off -site roads shall be kept clean to the satisfaction of the owner and TOV.
19. Contractor shall obtain approval from the Geotechnical Engineer for any fill intended for use on the project before it is
delivered to site. Material somple(s) shall be submitted, as required, for approval. Material delivered to project site shall be
equal to that approved, and shall be rejected if it does not meet required standards.
20. Compaction and materials testing will be required and will be provided for by the Owner.
21. It is the Contractor's responsibility to coordinate any utility work with each respective utility company and to have all work
done by the Contractor approved and accepted by each respective utility company. Any utility work shall comply to the
individual Utility Companies rules and regulations.
22. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices necessary to provide for public safety in
accordance with the current Manual on Uniform Traffic Control Devices.
23. The Contractor is responsible to install and maintain sediment control measures to insure that sediment -laden water does not
leave the site. Certain sediment control measures have been shown these plans. These measures may not be all that is
necessary to provide adequate sediment and erosion control. Contractor shall provide ongoing inspection and maintenance of
all sediment control features.
24. All inlet frames /grates, manhole and vault lids, valve box covers and irrigation boxes shall be set to match the adjacent
finished grades and slopes.
25. Any water valve box or sewer manhole adjustments shall conform to Eagle River Water and Sanitation District's standards and
specifications. All materials and workmanship shall be subject to inspection by the districts and /or their representatives. The
District reserves the right to accept or reject any such materials and workmanship that do not conform to district standards
or specifications.
26. Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 unless noted otherwise.
27. All 90' bends in shallow utility conduits shall have a 3' minimum radius.
28. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines are to be installed by the
respective utility companies.
29. The Contractor shall repair and /or replace any existing underdrains, culverts or existing utilities disturbed by construction, and
that are intended to remain, to the satisfaction of the Engineer and the respective utility company of the damaged utility.
30. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public ways. The Contractor shall
minimize all off -site soil tracking.
31. Prior to placement of H.B.P. or concrete, a mechanical "proof roll" will be required. The entire subgrade and base material
shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000 lbs. Any subgrade /base
section exhibiting excessive pumping or deformation as determined by the Engineer shall be reworked, replaced or modified to
form a non - yielding surface. The Engineer shall be notified 24 hours prior to a "proof roll ".
32. The Contractor shall maintain and provide to the owner's representative As -Built record drawings showing horizontal and
vertical locations and elevations of constructed improvements including all utilities, and drainage appurtences prior to
acceptance of the project.
33. The Contractor shall provide 24 hour notice to the Engineer prior to backfilling any utility or storm drainage improvements to
allow for inspection by the Engineer prior to backfill.
34. All work shall conform to the Technical Specifications.
HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS
1. TRENCH AND CONDUIT
1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, installation and backfill.
Trench will be excavated deep enough to ensure that the top of installed power facilities will be 48" below finished grade.
Special care must be taken to ensure that the top of conduits will be 48 below the bottom of drainage ditches and all
other low areas. Where initial excavation is less than 48" in depth due to planned subsequent fill, service will not be
provided until final grade is reached.
2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of rocks. A Minimum of 4"
of soil will be laced over an rocks left in the trench to cover rocks or smooth out low laces will be compacted prior to
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conduit installation and the trench bottom regraded.
3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the deeper utility greater
than the vertical separation between the two utilities. When crossing a deeper utility is unavoidable the crossing will be
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made as close to perpendicular as possible.
4. If cable television or telephone facilities are placed in the power trench, a minimum of 12" horizontal separation must be
maintained between the power facilities and the other utilities. In no case will facilities of another utility installed in the
trench be placed at a greater depth than the power facilities.
5. Back fill and compaction shall be performed as required by the governmental entity or other agency having jurisdiction.
6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each conduit and tied
off in the vault at each end. No unnecessary bends will be allowed in conduit runs. Any bend allowed will not be closer than
5 feet to a vault. Changes in construction from that shown on the project plans will not be made without prior written
approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is complete, to remove
rocks and other foreign items.
7. Conduit shall be covered with at least 4" of rock -free soil or sand prior to back fill. Large rocks shall not be pushed in
directly on top of this 4" cover. Care must be taken to avoid damage to conduits or cables during back fill and compaction.
8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but prior
to back fill.
9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual conduits shall enter each
vault at a consistent location.
10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or cable
during back fill.
11. VAULTS
1. Vaults shall be installed as follows:
A. Splice vaults shall be installed with the manhole at or slightly below final grade.
B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade.
C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded according to A. or B.
above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing into the pad- mounted
equipment or onto the manhole. If the slope cannot be laid back for enough, a retaining wall shall be constructed behind
the vault.
D. All vaults will be installed so that the top pad is parallel to the finish road grade.
E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy.
F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with the exception of the
vault pad or vault lid.
2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted closed on the outside
of the vault prior to back fill.
3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the vault, and about 2" from any
adjacent walls and shall have a minimum separation of 1 inch between conduits.
4. Conduit will be cut off 2" to 4" from the inside wall of the vault.
5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where transformers or switchgear
will have access doors. Pedestals shall not be located closer than 3 feet to a vault on sides where the pad- mounted
equipment will not have access doors.
6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod exposed above the earth
within the cavity provided in the center of the vault base. Holy Cross Energy must approve any other installation where soil
conditions will not permit the ground rod to be full driven.
QWEST COMMUNICATIONS STRUCTURAL SPECIFICATIONS
1. CONDUIT:
A. All conduits are to be equipped with minimum 34" polypropylene pull line.
B. All conduit bends are to be steel sweeps or no less than PVS Schedule -80 fully encased. Long radius sweeps are to be
used in main trench sections. Standard radius sweeps may be used at closure locations.
C. All conduit runs are designed on the basis that each separate run will have no more than two 2 90' bends without the
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insertion of an appropriately sized pull box.
D. All conduits will be PVC Schedule -40 or better unless specified otherwise. If steel or iron pipe is used between the
building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors within
the building foundation wall.
E. Conduit(s) will be fumished and installed by contractor for the exclusive use of Qwest Communications.
F. Conduit(s) placed in the same trench with power supply conductors /conduits must be separated by a minimum of 12" of
compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private property and
36" of cover at the property line.
G. Labs, water /gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by Qwest communications.
H. Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" AFG.
2. SPLICE VAULT /MAINTENANCE HOLES:
A. All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be
appropriate for specified size and intended usage.
-NOTICE -
1. Any items that deviate from these specifications must be cleared with the Qwest Communications Engineer prior to the
change being made in the field by the Premises Owner /Developer.
2. Construction work on telephone supporting structure must be completed and inspected 30- dayaprior to the date that
permanent telephone service will be required. Should Premises Owner /Developer fail to meet this time frame, Qwest
Communications shall not be obligated to meet the tentative in- service date and shall be allowed the full 30 -day period
within which to schedule and complete all of its work that may be associated with this project, commencing at the point in
time that the Premises Owner /Developer has met the requisite structural inspection.
3. FOR INITIAL /FINAL INSPECTION CALL SAM TOOLEY AT LEAST 48 -HOURS IN ADVANCE.
SHEET INDEX
COVER SHEET
PRELIMINARY SITE PLAN
GROUNDPLANE CONTOUR MAP -
GRADING PLAN
SOIL NAIL WALL PLAN & PROFILE
BUILDING SECTIONS
STORM SEWER PLAN
UTILITY PLAN
EROSION CONTROL PLAN
DETAILS
CONSULTANT CONTACTS
OWNER /CONTRACTOR: VAIL 11MBER RIDGE LLC- JEN WRIGHT AND CO. / (970) XXX
PROJECT ARCHITECT: BERGLUND ARCHITECTS - HANS BERGLUND / (970) 926 -4301
CIVIL ENGINEER: ALPINE ENGINEERING, INC. - GARY BROOKS / (970) 926 -3373
STRUCTURAL ENGINEER: XXXX /
MEP: XXXX /
LANDSCAPE ARCHITECT. DENNIS ANDERSON / (970) 926 -7200
CITY GOVERNMENT: TOWN OF VAIL - MARTIN HAEBERLE / (866) 650 -9020
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C2.01 -C2.02
C2.03
C2.04 -C2.05
C3.01 -C3.02
C4.01 -C4.02
C5.01
C6.01 -C6.04
PRELIMINARY
NOVEMBER 2013
FOR AGENCY REVIEW
WATER NOTES
1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications.
2. All materials and workmanship shall be subject to inspection by the district and /or its representatives. The district reserves the right to
accept or reject any materials and workmanship that do not conform to district standards or specifications.
3. ERWSD and Alpine Engineering is to be notified b the Contractor at least 48 hours prior to an water line construction for a
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pre- construction meeting.
4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering prior to acceptance. All pipe
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shall be constructed with pipe bedding as shown in the water plans and details. If trench conditions vary or if rock or water is encountered,
Alpine Engineering is to be notified prior to proceeding with construction..
5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said
drawings shall be provided to Alpine Engineering upon completion of the work. As -built drawings will be compiled by Alpine Engineering P rior
to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, tees, curb stops, valves and
manholes.
6. Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure rating 350 psi. All water mains, fire
hydrant lines and water service lines shall have a minimum cover of 7' unless noted otherwise.
7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall be done in accordance with
ERWSD standards.
8. Provide thrust blocks and megalugs on all waterline bends per ERWSD specifications.
9. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends may be
required during construction.
10. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractors responsibility to field verify the location of all
utilities prior to commencement to any construction.
11. Install 10 gauge insulated copper tracer wire along the water mains, and cad -weld, per current ERWSD requirements.
12. Verify all existing pipe invert elevations prior to construction.
13. Contractor shall provide as -built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap locations and curbs
stops.
14. As part of these plans, several adjacent properties will be disconnected from the existing water and sewer mains and reconnected to the
new mains proposed herein. Prior to beginning any construction, Contractor shall provide to the Engineer, a sequence of construction that
outlines the methods and procedures to be used that will maintain water, sewer and fire protection services to these adjacent properties.
15. Any service tap fees that may be required as part of these proposed utility installations are to be paid prior to making the connection
to the main.
16. No fire hydrant extensions are allowed by ERWSD on new installations.
17. The center line of the fire hydrant discharge must be a min. of 36" above finished grade. Coordinate all fire hydrant locations in the
field with Mike McGee or Mike Vaughn (TOV FD) prior to installation of any hydrant. A dielectric fitting shall be installed between dissimilar
metals.
SEWER NOTES
1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. All sewer mains
and service lines proposed herein shall conform to ASTM D2241 "Standard Specifications for PVC, pressure rated pipe (SDR Series)" and shall
be constructed to the lines and grades shown herein.
2. All materials and workmanship shall be subject to inspection by the districts and /or their representatives. The district reserves the right
to accept or reject any such materials and workmanship that do not conform to district standards or specifications.
3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction.
4. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as -built conditions. Said
drawings shall be provided to Alpine Engineering upon completion of the work. As -built drawings will be compiled by Alpine Engineering prior
to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes.
5. The contractor shall verifv existina DiDe or manhole inverts at tie -in Doints Drior to construction staking_
6. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and Town of Vail requirements. Precast
adjusting rings shall be used to adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. Manhole steps
shall conform to OSHA step standards.
7. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth flow through the manhole. Inverts
of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a
smooth trowel finish and benches shall be finished with a light broom non -skid finish. All concrete for manhole construction shall be made
with Type II cement with a minimum 28 -day compressive strength of 3000 psi.
8. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If trench conditions vary or if rock or
water is encountered, Alpine Engineering is to be notified prior to proceeding with construction. .
ki*M;M: III 11I Pa
THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL
STANDARDS ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL
ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN.
EAGLE RIVER WATER AND SANITATION DISTRICT XCEL ENERGY
BY: DATE: BY: DATE:
HOLY CROSS ENERGY
CENTURY LINK
BY: DATE:
BY: DATE:
COMCAST CABLE
BY: DATE:
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