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ARCHITECTURE
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Section #1 Construction Management Plan
Section #2 Storm Drain Management
a agement
Section #3 Site Water Discharge
g
Section #4 Traffic Routes
Section #5 Site Staging/ Laydown Yards
Section #6 Pedestrian Routes
Section #7 Work Section #1
Section #8 Work Section #2
Section #9 Work Section #3
Section #10 Work Section #4
Section #11 Work Section #5
Section #12 Work Section #6
Section #13 Work Section #7
Section #14 Work Section #8
Section #15 Final Fencing plan
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SHAW
LIONSHEAD CORE HOTEL
CONSTRUCTION PLAN
SCHEDULE
The construction schedule of the Lionshead Core Hotel shall generally be as follows:
Description
Activity Start
Asbestos Abatement
April 19, 2005
Mobilize, Barricades, Fencing
April 19, 2005
Start Utilities & Shoring
April 4, 2005
Demolition
May 15, 2005
Loading Dock / Gondola Access
December 1, 2005
Retail/Skier Services Open
December 1, 2006
Hard Opening
May 17, 2007
TRUCK ACCESS & TRAFFIC CONTROL
* Shaw Construction Traffic Control supervisors will be Shaw employees. (On -site phone
number TBD)
• Delivery drivers shall contact the Shaw Superintendent a minim of two (2) business days
prior to a delivery to coordinate the delivery and unloading.
• All delivery trucks shall enter the site from Forest RD (During spring/summer) Lionshead
place (Fall, winter). When ready to exit, all drivers shall contact the Shaw Superintendent to
arrange radio - controlled traffic exit with the assistance of the Shaw Traffic Controller. No
delivery trucks shall leave the site without clearance for the Shaw Traffic Controller. All
delivery trucks shall exit the site to the West.
• Qualified traffic control personnel shall be employed by the Contractor. All traffic control
personnel shall be equipped with a radio and appropriate flagging/signage equipment. The
traffic control personnel will coordinate the entering and exiting of delivery trucks with buses
and pedestrian traffic. Public busses shall take priority over all construction traffic. All
traffic control shall conform to the Manual of Uniform Traffic Control Devices.
■ During construction related deliveries and work activities which occur on public roads or
walkways, a traffic control person shall be stationed at entrance & exit of site. All traffic
control personnel shall be equipped with a radio and the appropriate signs. The traffic
control personnel shall signal when trucks are to exit the site only after making visual
clearance for oncoming busses and stopping pedestrian traffic in all directions.
■ The Contractor shall designate a "Contract Enforcement Officer" to enforce the provisions of
this plan.
CONSTRUCTION FENCE
• Fence construction will be by Shaw Construction (On -site Contact: ) and/or
1 Security Company.
• Fence will be an 8' -0" Chain Link Fence with "TOV Green" mesh and/or Plywood painted
"TOV Green ".
CRANE & DRILL RIG USE
• During Construction up to (2) drill rigs will be working outside of the "area of disturbance"
or fenced area between April 15" and September 15" 2005. A fence will be constructed
around each rig to prevent public access to equipment. Also, scaffolding will be constructed
around the drill bit to protect the public from overspray during drilling operations. We will
work with TOV Public Works on moving crane off of TOV streets and in to site areas during
sensitive, holiday, and weekend time periods.
• Crane mobile cranes and tower cranes to be set up within the site under construction. See site
' plans for more info
■ Off -site storage of crane will only be used if approved by TOV Public Works.
PARKING
■ Construction worker parking shall be in the Lionshead Public Parking Structure. Contractor
recognizes that this is a paid- parking facility in the winter months. Other offsite parking will
be arranged and workers will be transported in by bus.
■ There shall be no parking on Town of Vail streets.
PEDESTRIAN SAFETY AND TRAFFIC DIRECTION
■ The Contractor shall install warning signs informing the public of the construction activity.
The signs shall be installed in the locations identified on the approved construction- staging
plan.
■ The Contractor shall install a construction fence as indicated on the approved construction
staging plan (see "Construction Fence" above). This fence will remain throughout the
i duration of the construction project.
TREE PROTECTION & EROSION CONTROL
• Tree protection shall be implemented as recommended by "TBD ". Tree removal as shown
on staging plan.
• Silt Fences and/or Straw Bale Dikes will be installed for erosion control. These barriers will
be constructed as detailed on the final utility relocation plan by AEI. A storm water
management permit has been obtained from the State of Colorado and will be in place until
permanent erosion control is in place.
WORK HOURS
■ Work hours will comply with the Lionshead Village Guidelines and as summarized below:
• Access for workers to the site will be after 7:00 am Monday through Saturday. (Shaw
Office workers may access site at 6:00 am.) Work will be shut down by 7:00 pm (4:00
pm on Fridays, Saturdays, and Sundays, when permitted).
• Equipment start-ups will be after 7:00am and must be shut down by 6:00pm Monday
through Saturday, and 8:00am to 5:00pm during the ski season, except as follows:
No construction work will be performed during specially designated holidays and events,
to be determined.
■ Interior work (non - obtrusive) can occur at any time.
■ Construction activity required for Sundays, Holidays or for extended work hours shall be
reviewed three working days in advance and approved by the Town of Vail. When required,
construction hours on Sundays will be limited to the hours of 9:00am to 5:00pm.
ROAD CLEANING AND MAINTENANCE
The Contractor. shall keep areas adjacent to the outside of the construction fence clean from
construction debris, mud or other undesirable materials resulting from the construction
activities at all times.
• Anti- tracking material (gravel) will be laid at the entrancestexits from the construction site
for approximately 30ft. in length.
• Shaw Construction be responsible for all road cleaning and maintenance within the
construction site and areas impacted directly outside of the "area of disturbance ".
SNOW REMOVAL
■ The Contractor shall remove snow from within the site and disposed of in an appropriate
manner off site, as needed.
DUST AND NOISE CONTROL
■ The Contractor shall limit unusually noisy construction activities to the hours of 7:30am to
6:00pm Monday — Saturday, with the additional restriction of 8:00am to 5:00pm each during
the ski season (as needed). Unusually noisy construction activities include, but are not
limited to:
• Jackhammers
• Diesel - powered equipment including excavation equipment, mobile welders, generators,
crane, concrete pump trucks
• Masonry saws outside of the building
■ The Contractor shall advise all trade workers of the need to use tools and machines with
manufacturer - approved sound attenuating devices.
■ The Contractor shall control the dust emanating from the construction site during demolition
and earth- working activities with water.
FIRE HYDRANT ACCESS/SAFETY
• Fire hydrants shall remain free and accessible to the Fire Department at all times.
• All construction activities will be performed in accordance with OSHA.
• The Contractor will post the emergency response phone numbers on the site.
• Fire suppression equipment and first aid equipment will be on site in the site construction
office and on site in appropriate areas.
GENERAL RULES
1. Bus traffic shall not be stopped for any reason except an emergency. First time violators will
r be subject to a $150 fine. Second time violators will be subject to a $300 fine. Third time
violators will be subject to a $1,000 fine and may be prevented from working on the site.
2. No street parking shall be allowed, first time violators will be subject to a $150 fine. Second
time violators will be subject to a $1,000 fine and may be prevented from working on the
site.
3. Noise control rules shall be enforced. First time violators of the noise control rules will be
subject to a $150 fine. Second time violators will be subject to a $300 fine. Thud time
violators will be subject to a $1,000 fine and may be prevented from working on the site.
TRAFFIC CONTROL PLAN COMPLIANCE
1. Shaw Construction will mail a copy of this plan to all material vendors with purchase orders
and confirm that delivery truck drivers acknowledge the rules and the potential fines
outlined
2. Shaw Construction will make these rules a part of each subcontract, will review them with
the subcontractor prior to their first activity on site, will reference them in the weekly
Subcontractor Meeting Notes as a condition of employment on the Lionshead Core Utility &
Shoring project.
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■ The Contractor shall designate a "Contract Enforcement Officer" to enforce the provisions of
this plan.
■ It is understood that all terms and conditions contained herein shall be subject to enforcement
by the Town Manager. In the event any condition or violation of the terms herein is not
remedied in ten (10) days of notification, the project is subject to a stop work order until such
time as remedied.
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STORMWATER MANAGEMENT PLAN
BEST MANAGEMENT PRACTICES
FOR
LIONSHEAD CORE REDEVELOPMENT
2004 UTILITY RELOCATION PROJECT
VAIL
EAGLE COUNTY, COLORADO
August 2004
STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY
AUTHORIZATION TO DISCHARGE UNDER THE
COLORADO DISCHARGE PERMIT SYSTEM
STORMWATER MANAGEMENT PLAN
BEST MANAGEMENT PRACTICES
FOR
LIONSHEAD CORE REDEVELOPMENT
2004 UTILITY RELOCATION PROJECT
VAIL
EAGLE COUNTY, COLORADO
August 2004
STORMWATER DISCHARGES ASSOCIATED
WITH CONSTRUCTION ACTIVITY
AUTHORIZATION TO DISCHARGE UNDER THE
COLORADO DISCHARGE PERMIT SYSTEM
Prepared for: Shaw Construction CO
760 Horizon Drive
Grand Junction, CO 81506
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
970 - 926 -3373
TABLE OF CONTENTS
1. Site Vicinity Map
2 Site Description ...................................................................................... ..............................1
(a)
Construction Activity ............................................................... ............................... 1
(b)
Sequence of Construction ........................................................ ............................... I
(c)
Site Areas ...........................................:..................................... ............................... 1
(d)
Runoff Coefficients/ Soils ......................................................... ............................... 1
(e)
Existing Vegetation .................................................................. ............................... 1
(f)
Potential Pollution Sources ...................................................... ............................... 1
(g)
Non - stormwater Components of the Discharge ....................... ............................... 2
(h)
Receiving Waters ..................................................................... ............................... 2
3. BMPs for Stormwater Pollution Prevention .......................................... ..............................2
(a)
Erosion and Sediment Controls ............................................... ............................... 2
(b)
Materials Handling and Spill Prevention ...............................:. ............................... 2
4. Final Stabilization and Long -term Stormwater Management .............. ............................... 3
5. Other Controls ...................................................................................... ............................... 3
6. Inspection and Maintenance ................................................................. ............................... 3
7. Reporting ............................................................................................... ..............................4
8. Retention of Records ............................................................................ ............................... 4
9. Sediment Control Details
Wattle
Silt Fence
HayBale CulvertInlet Protection
Silt Sack Inlet Protection
Beaver Dam Inlet Protection
10. Site Maps
8.5" x 11" USGS map
Sheet 1: SWM/BMP Plan
August 2004 Lionshead Core Redeveloplment, Vail, CO i
2. SITE DESCRIPTION
The proposed Lionshead Core Redevelopment is located at in Lionshead, off of Lionshead Place
in Vail, Colorado, in Eagle County. It is located in the North half of Section 7, Township 5
South, and Range 80, West of the a Principal Meridian.
(a) CONSTRUCTION ACTIVITY
Proposed construction activities include:
1) Utility installation, storm sewer installation, and shoring walls construction .
(b) SEQUENCE OF CONSTRUCTION
1) Construct silt fence, wattles, and straw bale check dams
2) Install beaver dams and silt sack
3) Install utilities, storm sewer, and shoring
4) Revegetate and stabilize all disturbed areas
5) Remove sediment controls
(c) SITE AREAS
Total Site Area = 7 acres
Total Disturbed Area =1.2 acres
(d) RUNOFF COEFFICIENTS /SOILS
Before Construction RCN = 85
After Construction RCN = 85
The soils for this site include (per U.S. Soils Conservation Service Soils Report): Scout.
(e) EXISTING VEGETATION
Portions of the site consist of grassed landscaped areas and structured landscaped garden
areas, but most of the site is hardscaped with buildings, sidewalks, and patios.
(f) POTENTIAL POLLUTION SOURCES
Fertilizers or chemicals will be stored in a trailer or covered with a waterproof material.
(g) NON - STORMWATER COMPONENTS OF THE DISCHARGE
August 2004
Lionshead Core Redevelopment, Vail, CO
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No non - stormwater components are expected to be encountered on this site.
(h) RECEIVING WATERS
The site drains to the Gore Creek.
3. BMPs FOR STORMWATER POLLUTION PREVENTION
(a) Erosion and Sediment Controls:
1. Structural Practices
Sediment transport is to be minimized on the site by wattles, silt fence and straw bale
check dams.
Wattles and silt fence shall be used to filter sediments from small, disturbed areas that are
in sheet flow. Straw bales shall be used to dissipate velocities along ditches and at culvert
inlets while revegetation of ditches is taking place.
Existing and newly constructed inlets will be protected from sediments entering the storm
system with siltsacks and beaver dams.
Wattles and silt fence will be kept in a state of repair throughout the project. Sediments
will be cleaned out from siltsacks, beaver dams, and straw bale check dams after each
rainfall event and/or when sediment is built up to one half the capacity.
2. Non - structural Practices
Ditches that are used during. construction shall be seeded, fertilized and mulched as soon
as they are installed. Once construction is complete and the disturbed areas are stabilized
the ditches are to be removed and the disturbed area from this activity shall be topsoiled,
seeded, fertilized and mulched.
Disturbed areas from storm sewer, water and sewer lines, shallow utilities, and grading
shall be paved or topsoiled, seeded, fertilized and mulched.
Damage to trees and mature vegetation is to be kept to a minimum. Limits of disturbance
are to be kept to the minimum area possible.
(b) Materials Handling and Spill Prevention
Stockpiles of topsoil and road base material shall have proper sediment controls such as
silt fence surrounding them. Equipment maintenance or fueling operations will take place
wherever the construction equipment is working at the time. Care should be taken to
August 2004
Lionshead Core Redevelopment, Vail, CO
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avoid spills during maintenance and fueling operations, and any accidental spills shall be
' cleaned up promptly and completely. Should above - ground temporary fuel tanks be
placed on -site, an earth berm shall be constructed around the tank area to contain any
possible spills or leaks to prevent any spilled material from entering state waters. The
' contractor shall prepare a plan that immediately mitigates all problems associated with
any potential fuel spills.
There shall be no fertilizers or chemicals left exposed to the elements. The contractor
shall prepare a plan that immediately mitigates all problems associated with any potential
fertilizer or chemical exposure or accident. There shall be no dedicated concrete batch
plants or dedicated asphalt plants on the site.
The contractor shall not discharge concrete wash water into state waters or the storm
sewer system.
Should the status of any of these items change, a revision to the stormwater management
plan shall be submitted with response procedures identified.
4. FINAL STABILIZATION AND LONG -TERM STORMWATER MANAGEMENT
Final stabilization shall occur by paving or topsoiling, seeding, sodding, fertilizing and mulching
all disturbed areas. Final stabilization is reached when all soil disturbing activities at the site have
been completed, and paving or uniform vegetative cover has been established with a density of at
least 70 percent of pre - disturbance levels or equivalent permanent, physical erosion reduction
methods have been employed.
5. OTHER CONTROLS
Off -site soil tracking will be limited because the site is mostly impervious. Should sediment be
tracked to the entrance to the project, the affected area(s) will be swept at the end of the day. The
contractor is responsible for not tracking soil off -site.
6. INSPECTION AND MAINTENANCE
The permittee shall make a thorough inspection of their stormwater management system at least
every 14 days and after an precipitation or snowmelt event that causes surface r
Y P P erosion.
(a) The construction site perimeter, disturbed areas and areas used for material
storage that are exposed to precipitation shall be inspected for evidence of, or the
potential for, pollutants entering the drainage system. Erosion and sediment
control measures identified in the Stormwater Management Plan (SWMP) shall be
observed to ensure that they are operating correctly.
I August 2004
Lionshead Core Redevelopment, Vail, CO
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Based on the results of the inspection, the description of potential pollutant
sources, and the pollution prevention and control measures that are identified in
the SWMP shall be revised and modified as soon as practicable after such
inspection. Modifications to control measures shall be implemented in a timely
manner, but in no case more than 7 calendar days after the inspection.
The operator shall keep a record of inspections. Uncontrolled releases of mud or
muddy water or measurable quantities of sediment found off the site shall be
recorded with a brief explanation as to the measures taken to prevent future
releases as well as any measure taken to clean up the sediment that has left the
site. This record shall be made available to the Division upon request.
7. REPORTING
If the construction activity lasts more than 12 months, a copy of the inspection record shall be
sent to the Water Quality Control Division by May 1 of each year, covering April 1 to March 31
of each year.
8. RETENTION OF RECORDS
(a) The permittee shall retain copies of the SWMP and all reports required by this
permit and records of all data used to complete the application to be recorded by
this permit, for a period of at least three years from the date that the site is finally
stabilized.
(b) The permittee shall retain a copy of the SWMP required by this permit at the
construction site from the date of project initiation to the date of final
stabilization.
I August 2004
Lionshead Core Redevelopment, Vail, CO
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SEDIMENT CONTROL DETAILS
SEED, FERTILIZER, MULCH, AND TACKIFIER
PLACED ON TOP OF STOCKPILE AND
BETWEEN STRAW ROLLS
ZO
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STRAW WATTLES
DIA =9'
with 1'X1 "X2' STAKE
EXISTING
GROUND
2
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STRAW WATTLES:
Fiber Rolls. Filter barriers. Mulch Rows
This sediment barrier is designed for low surface flows not to exceed 1 cfs for small areas, slope Hotter than 3.1 or short slops, and
where silt fences ore not procticoble. Straw Wottles con also be installed on contour on steeper slopes to reduce surface, spread
water flow and capture sediment. The following is o brief description of the Straw Wottles, their uses and instollot;on.
1. The height of o Straw Wottle is 9 in. The installed height is approximately 5 —7 in. The standard length of Strow Wattles is 25
ft., however other lengths will be mode upon request.
2. Straw Wattles con be installed on contour of slope, with o slight downslope angle at the end of each row to allow for slow
drainage during heavy precipitation. They con also be used at the top of slopes to prevent sheeting over the edge. and they con be
used of the toe of slopes. Straw Wattles con also be used along sidewalks and curbs and around storm drains and inlets to prevent
sediment pollution.
3. Straw Wattles con be used to replace sat fences, strow bole dikes and sand bog barriers. They con also be placed in drainage
swales to slow flows and capture sediment: they con be used as level spreaders to prevent concentrated flow, and in place of earthen
berms or daces.
4. Strove Wattles should be installed in shallow trenches, 2 — 4 in. deep, depending on soil type and slope steepness. Dig the deeper
trench for soft, loomy soils and steepest slopes: dig the shallower trench for hord, rocky sons and gentler slopes. Use moddox and
shovel to dig the trench, throwing excavated soil to the up hal side to prevent run off from undercutting the Wottle.
5. Loy the Wottle in the trench and stoke with 3/4' X 3/4' X 18' or 24' wood stokes of each end and 4 —foot on center. When
installing running lengths. Straw Wottle ends should be buttoned firmly together to prevent leakage, and securely stoked together. QQ
NOT OVERLAP_
o_ when uses on !uooes n[row �ro[.nes do not require removal and con be abandoned in place, Howe when used for temporary
nufaases such as olong sidewalks on curbs, or around storm drains. they con be removed and reused
7. Wottles installed on slopes that ore steeper than 2:1 sholl be spaced of 10' intervals rather than 20' intevols.
N.T.S.
EDWARDS BU5WS5 CENTER P.O. BOX 97
0 EDWARDS. COLORADO B1632 0
(970) 926 -3373 FAX (970) 926 -3390
�i I , 7 �i jiT
36" MIN. FENCE POST
— j
20" MIN.
—
FLOW L (I' I � UNDISTURBED GROUND
EMBED FILTER CLOTH I
MIN. 8" INTO GROUND 16" MIN.
SECTION
10' MAX. C. TO C,
36" MIN. FENCE POSTS,
DRIVEN MIN. 16" INTO
GROUND
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8" MIN.
SILT FENCE
Approx. Scole: 1" = 2' -0"
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
NOTES:
1. SILT FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WITH TIES SPACED EVERY 24 "AT
TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED
BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"
DEVELOP IN THE SILT FENCE.
POSTS: STEEL EITHER T OR U TYPE OR 2" HARDWOOD.
FILTER CLOTH: FILTER X. MIRAFI 100X, STABILINKA T140N OR APPROVED EOUAL.
PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL.
EDWARDS BUSHES$ CENTER P.O. BOX 97
ip EDWARDS. COLORADO 81632 0
0703 926 -3373 FAX 0970) 926 -339D
PERSPECTIVE VIEW
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BEAVER DAM
Installation and Maintenance Guidelines
Installation: The empty Beaver Dame should be placed over the
grate as the grate stands on end. If using optional oil
absorbents; place absorbent pillow on pouch, on the bottom
(below —grade side) of the unit. Attach absorbent pillow to tether
loop. Tuck the enclosure flap inside to completely enclose the
grate. Holding the lifting devices (do not rely on lifting devices
to support the entire weight of the grate), place the grate into
its frame (street side first), then lower back edge with dam into
place. The Beaver Dam® should be partially blocking the curb
hood when installed properly.
Maintenance: Remove all accumulated sediment and debris from
surface and vicinity of unit after each storm event. Remove
sediment that has accumulated within the containment area of
the, Beaver Dam® as needed. If using optional oil absorbents;
remove and replace absorbent pillow when near saturation.
BEAVER DAM
STANDARD FABRIC IS AN
ORANGE WOVEN
MONOFILAMENT
LOW PROFILE WITH -'
GUTTER FOR SAFETY
AND CURB APPEAL
N.T.S.
OVERFLOW GAP
DESIGN CONFORMS
TO ALL SHAPES OF
CONCRETE CURBS
CURB AND
GUTTER INLET
EDWARDS BUSNESS CENTER P.O. BOX 97
0 EDWARDS. COLORADO 81632 4
(970) 926 -3373 FAX (970) 926 -3390
2 EAC
DUMP STRAP
EXPANSION RESTR,
(1/4" NYLON R(
2" FLAT WASHI
INSTALLATION DETAIL
DUMP STRAP
1" REBAR FOR BAG
REMOVAL FROM INLET
BAG DETAIL
DUMP STRAP
S I LTSAC K -
OPTIONAL METAL HANGING
FRAME FOR TRAFFIC
CONDITIONS
SILT SACK
COWARDS BUSINESS CENTER P.O. BOX 97
0 EDWARDS. COLORADO 81632 0
(970) 926 -3373 FAX (970) 926 -3390
SITE MAPS
UNITED STATES \' ' \ \\.� �` �. VAIL DIVEST QUADRANGLE
DEPARTMENT OF THE INTERIOR = - -_'' (! COLORADO -EAGLE CO.
GEOLOGICAL SURVEY �� °' ' -: 7.5 MINUTE SERIES (TOPOGRAPHIC)
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VICINITY MAP
COWARDS BUSINESS CENTER P.O. BOX 97
EDWARDS.COLORADO B1632 $
(970) 926 -3373 !AX (970) 926 -3390
Requirements for an Acceptable Staging Plan
It is preferred that and Approved Site Plan is used to draw a staging plan,
but a hand drawn plan may be used as long as it is dawn to scale and is
neat and legible.
1.) The Staging Plan must show the following:
(a)Show all parking that is required for the job site. (Including
construction equipment).
(b)Show the location of all material that will be staged on site.
(c)Show the location of all dumpsters and port-o john that are to be on
site.
(d)lf a fence is required, then show the location of the fence and
describe the material used for the fence.
(e)lf trees and / or vegetation is required to be protected, then show
how this will be done.
(f) If this staging plan is for a Demo Permit, then show staging for dump
trucks and all related equipment. If the Town of Vail Right of Way
area is needed for staging, then a Traffic Control Plan is required in
conjunction with the staging plan.
(g)Please provide and show an Erosion Control Plan.
(h)No equipment, vehicles, materials are allowed on Town of Vail Right
of Way in the Winter Staging Plan.
2.) If work needs to occur in the right of way, then add a Traffic Control Plan
to the staging plan showing the following:
(a)The work zone (area that is to be performed)
(b)Traffic Control Devices (warning, signs, cones, flaggers, etc.)
(c)Distances that all devices will be set up from the work zone. Also
t show all dimensions of work being performed in the right of way. All
traffic control plans must conform to the MUTCD manual.(Manual of
Uniform Traffic Control Devices)
3) This plan will be reviewed by Public Works and if Necessary the Police,
Fire, and Community Development) department. Once the staging plan is
approved, it will be registered with the departments listed above and
enforced.
4) The Village and Lionshead area have outside construction restrictions,
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please become familiar with the Vail 2003, Vail Village and Lionshead
Construction Hours handout.
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i Construction Dewatering
1 Program
I For Lionshead reconstruction
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L
r ti/. riu. - 7 (►7aGJG4u (
RAIN FOR RENT
Jan sl —1101TD. 11: KS
RIFLE, COLO 28M Hwy. 6 & 24
Rifle, Co 81650
WFSTERN OII.FWAS SUPPLY COMPANY Telephone (970) 625 -4680
Fax (970) 625 -2407
Solutions to Liquid card Solt& llantllinK PrublemT .Since 1934
Solutions Design & Description
For
Shaw Construction
Lionshead Core Area Redevelopment
The following is a series of proposed solutions for liquid handling needs during the construction
of the Lionshead Core Area Redevelopment. The project has two distinct areas of dewatering
concern; the access tunnel to the parking garage and the parking garage area itself. Although the
two areas may demand different solutions as excavation proceeds, we feel that the same method
of dewatering should be applied to both areas at this time. This document is intended as a
guideline for economic evaluation. Field conditions may require changes to this plan to better
suit the conditions.
Upon initial review of soil profile from the bore report provided by Shaw Construction, Rain for
r Rent has determined that a hydro jet wellpoint dewatering system will not be adequate to
dewater this site due to high later flow rates of cobblelgravel structure. A system of 16 to 24"
caissons, trenches, and cofferdams will be the ptvferred method of dewatering. Electric
' submersibles or diesel powered centrifugal pumps can then be installed in the caissons. As
maximum excavation depth is reached in the parking garage and the access tunnel areas, sound
attenuated, self priming, diesel ptunps with auto start floats would be the preferred method to
control stormwater and ground water flow.
Initial dewatcriag of accen tunnel to aarkbag garM and hotel narkhm z— & for
ca[cavation:
Need:
➢ Dtwater for excavation of underground access tunnel and foundation of Lionshead
IIotel parking garage. Pumps arc designed with float attachment to afford customer
ability to dewater up to 24 hours per day as conditions demand.
Sediment loaded water filtration.
Clear water discharge to Gore Creek
golution:
L ➢ Wellpoints will be installed by the customer per Project Manual. Electric submersible
pumps will be lowered into the wellpoints by the customer. These wellpoints will be
cased in a diameter large enough to contain a large diameter electric submersible
PUMP in the event there is more subsurface flow than anticipated.
- 6" submersibles require a 24" diameter casing
- 4" submersibles require a 16" diameter casing
Page 1 of 3
' - .., rte; __ l • . Nom .. i ,� - Z• w � .
.. .. •. ,.fir •rte•. j • �. ..�., •. _r•s..
- Yf � ^. >r,� � � : - S.vt^ {, :... - K •y 6a' Vii. ,'
J.
Alf .•... s_ • '. �.: :I..i �'>+•! L.
4 4
. . . . . . . . . . ...... ..... . . . . . . . PUMP
.r Lures hr &r• '� - 'r .?xf ~.. ° :, +: : • % t . ..
POMP
Aw
�1►Jl�r M •�-��t � � '" a ;' = ::
wood S q }
y 200 MMMpdo#L
JtPJ4LPtf"w 19"42
IN
a-mm
C �► R
f Z
PF/BF1000
Up to 1000 GPM
r 125 PSI Max
FEATURES
FRX N0. :9706252407 Jan. 31 2005 11:28W P14
SEDIMENT FILTRATION
• hild and ohdlet conneWons an 6" I.M ftanVn
• Mme° Wdow &VSH >e fm bw wd eartrlc�p filters with
W t m Ofift aem plate
• Repbheesble cartridge filters to a OS ndcra n nombW grog
• R *Aesbk beg Men; available for high amide hokhttg
fto 100 to 1 mkr m nomnmi raturg
• No UKWiCg PWft
• Skid mourned
TECHMCAL
• Carbidge or beg filter configuration
• Ck t WP fihw confgwltim N" eighty -sax 23" cartridges
cr plyde cottfm with eight r piasned earftites
• Beg filter vonfigrnabm bolos eight r x 30" f kw bags
• Unfis are fiftd m& bleed valves and pyre VuMm
• SY3km tan * and alow fm sedimem nmoval or be used in
combination with other f hw eft
• FootpriW 92" long x 48" wide x 105" high
MATERIAL SPECIFICATIONS
• Chmnbera cotftucted out of 304 stainless stal
• OpWW beg or Cwhidge fifte r setup
• 6" Sz dWm sted inlet and outlet
AVAILABLE ACCESSORIES
• Po" pme p
• Spfu card Containment berms
• Stualem Steel 304 and Carbon Swel storage tanks
in Di Levd, Mixer, Wdr and Manffoid coraf* atim
• pob�ae skxw tmAm
' IRWE pipe md fiftbW
• Rot off booms, dewakemg bins and vam m bates
•
Flow met= aM reducing/ suet ring
• Ahmumtm victautic pipe and fttmp
• Suction and d6dngp hose
z
RAIN FOR RENT
ft0W Haar =U • BateiI&M G 93303
t O 742 - 7246.661 399 -9124 a FAX 661393-1542
b tankk v►wwsainfon,n.00m
"R nay notes
r<m :
FAX N0. :9706252407 Jan. 31 2005 11:2" PIS
RAIN FOR RENT 3404 STATE ROAD a POSTAL BOX 2248
ENGYNEERING DIVISION RAKAR&IMP CA 93303
e) wE.nim 01i pu ilo SUPPLY Co_ TELEPHONE (" 3W9124
9124
TF.L EFAX (845) 3993211
� 1M4 REVISION
nvDUSrRUt, Frr Mtge. DATE t1l�2NI
QUA1.t7Y ASSiJjtANCB
SPECIFICATION 101015
MAYFAR ROLL, -OFF CONTAEmER FILTER SCREEN
25 YARD
DESCRIPTION OF REMOVABLE SCREEN USED TO SUPPORT A VARIETY OF FILTER CLOTH BAGS
FOR DEWATERING AND FILTERING.
MAXIMUM GROSS
WEIGHT:
TARE WEIGHT. . 3300 RmL TYPICAL, ALL SIZES.
CAPACITY: 25 YARD NOMINAL..
BASSIIC CONTABIRR
SPRCIFICATRM:
25 YARD OVEL41L LENGTH SHALL HSAPFPDXI1dATELY 2613/16 RKMES
LONG, lee INCHES WIDE. HEGIff IS 4 FEET 3 INCHES.
INSIDE WIDTH 771 n INCHES, INSIDE HEIGHT 431/4 INCHES.
SPECIFWATKM
SIDS WALLS: 3/4" - NUMBER 9 GALVANIZED EXPANDED METAL
SIDE VERTICALS: 3" STRUMRAL CHANNEL, 24" CENTERS.
FLOOR 3/16" PERFORATED MILD STEEL PLATE, 3J0" HOLES ON 14"
CENTERS, 51% OPEN AREA. LONCITUDDMILY PEAKED. FRONT
SECT M HINGED FOR CLEAN OUT DOORS. FRONT HINGED
SECTION SHOULD FIT FLUSH AND BE LIGHT ENOUGH TO BE
OPENED BY ONE PERSON.
CLEAN-OUT DOOR: TWO (2) HINGED 32" X 40" CLEAN -OUT DOORS LOCATED AT FRONT
OF FILTER SCREEN, FLUSH WITH FLOOR.
CROSSMEMBBRS: 7 GA. FORMED CHANNELS
FRONT WALL 3/4" - NUMBER 9 GALVANIZED EXPANDED METAL. ALL. SEAMS
COVERED WITH FLAT METAL STRIPS.
FRONT VERTICALS: 3" 3'IXLCn RAL CHANNM,, 24" CM7TZ&
Sape nadaa 99163 Pfloovb ft SoluGioo to I.igabd- A�Isag ptn6b=s Shoe 1934 101015
tFd.s`I : FAX NO. :9706252407 Jan. 31 2005 11:29AM P16
DOOR SCREEN: 3/4" — NUMBER 9 GALVANIZED EXPANDED METAL
DOOR SCREEN 6" X 2" X 3116" PLATE FORMED CHANNELS,
VERTICALS:
REAR POSTS: 3" STRUCTURAL CHANNEL.
DOOR TOP RAILS: 1/4" PLATE FORMED CHANNELS,
L 4ER HOOKS: (24) HOO" 10 EQUALLY SPACED ON EACH SMEWALI, (2) ON DOOR. 2) ON
FRONT WALL.
SUPPORT RAILS 6" STRUCTURAL CHANNEL ® 8.2 FT.
LIFT SYSTEM DOUR "M RING UFTMG BALES PROOF TESTED TO 1 SAM, 93000
WORKING LOAD. PLACED TNSM THB FILTER SHELL BELOW THE
TOP SURFACE AS PER RAM FOR RENT DRAWING 99165.
DRAINS (1) 4 NPT THREADED NIPPLE ON PASSO4GER SIDE,
APPROXIMATELY 43" FROM DOOR FACE (2) 4" NPT THREADED
NIPPLES ON DRIVER. SIDE I IS 43" FROM DOOR FACE AND THE
OTHER ZS 1Z" FROM FRONT WABEL. (l) 4°, 3000# NPT COLLAR
LOCATED LFFT SIDE OF THE DOOM ALL DRAINS WELDED FLUSH
WITH THE FLOOR
OPTIONAL MATERIALS:
SIDES: 3t4"—NUMBER 9 304 STAINLESS STEEL EXPANDED METAL.
FLOOR: 3/I6- 304 STAINLESS STEEL PERFORATED PLATE, 3/8" THOLES ON
1/2" CENTERS.
FILL OPENINGS: ALL DILL OPENINGS IN THE EXPANDED METAL ARE TO HAVE
COLLARS TO PROTWr FILTER BAGS FROM BEING TORN,
JOINTS: FLAT METAL STRIPS CAP EVERY JOINT AND EXPOSED FDGE OF
EXPANDED METAL TO PROTECT FILTER BAGS.
FTNI$H:
SUPPORT STRUCTURE: FRAMEWORK IS GIVEN A LIGHT SANDBLAST
TOP RAILS ARE SANDBLAS'1BD TO COMMERCIAL FINISH
TOP RAILS PRIMED AND PAINTED IN ACCORDANCE WITH RENT
SPECIFICATION 101009
FRAMEWORK COATED WTIN COAL TAR EPDXY FINISH
PE" PLATE FLOOR AND EXPANDED METAL NOT COATED
SWft=des 99163 Providing Sohtions to Li W44andling; Problems Sirnx 1934 101015
r KLX*1
FRX "J. :9706252407 Jan. 31 2005 11:29AM P17
SED1tv�taT FILTRATION
PF400
0 Up to 400 GPM
FEATURES MATER AL SPECIFICATIONS
• Qumkuple bag and double caruidge filtration, • G! wnbers embucted out of 304 saugess steel
• Faur (4) beg falters for high solids holding capacity • out of 304 atainlesa sled
• Two (Z) plc carte Idgu fltta�s for Sne sotjds renooval
• • 3" 154 !b flange inlet �d outlet
� flltratior� from l00 to S micron Bach bag filter chamber bolds cm (1) r x 30"
n8 •
• Maalfold valvlag fur case of use dod1e- s4ticc W filter beg
• baLrtbn valuing for ease orservwc ' Each cwftkl a cumber holds twelve (12) 40' long
• No moft1am singie op� whb 2-112" OD and 1"
• Sepmato sampling Pats far ail chambers . Maximum ope adng pressuee is 125 pd
TECHNICAL
• Bag filters we used with cartridge filar in SeriM to provide
eftkiled filtr�o' n
• Umb titled with bleed valves and pimmm gwjM
• bifial Pressure drop is less than 5 psi at 400 gpxn
• Sy*n can steed alone for sedimat removal or be used in
Commotion with media vessels
• Multiple cwt idge fillers provide large S x&ce area for longer
service life
FoOqr;l,t AW: 90" king x 84" wide x 72" ho RAIN FOR RENT
• Dry weigbc skid: 2,4001bs.
Foetal Box 2248 * Bdurafidd CA 93303
800 742-7246 9 66139969124 o FAX 661393 -1542
Int inet: www.rainf0ma1t.00M
�w
FAX N0. :9706252487 Jan. 31 2005 11:29AM P18
SEDIMENT FILTRATION
BF400
WUp to 400 GPM
MATERIAL SPECIFICATIONS
• chambus ea sums ad M 9&Wew sled
• NO* constructed out of 304 slamlow seed
• Buh bag filter dwidw holds am (1) 7" x 30"
double stitched filter hag
• Mwdmm opwaWS perssure is 1 2Spsi
SWnlew steal inlet and outid manifokis
AVAILABLE ACCESSORIES
• Po"e r Prhne Pumps
FEATURES - SW f3uud Coftainment berms
• Stab SW "4 and Owb n SW storage moles
• ManfoM c: are 6" 1 SQIb in B1 Levvl, Mixes. Weir aad Manifold configurations
igtu>mons
• Quadrnpk bag filler in
�� fss�s
• Bsg fitter for high Aids hots ' . HDPfi pipe and
• Reptacettbk bag filters froth 100 to 1 mia+on wniaal_ acting ; Rdl off boxes, devvatioriag bins atd vacuum bo=
• bOladOQ vdving per chamber • Flaw nwkn and pn ssm reducing/ rAbirkng
• No moving parts valves
• Skid mold . A 111rI1>1 I1 `►'f wWw pipe and flubw
Suction wW discharge host
TECHNICAL
• Unifu we food with blood vahm wW pomw gauges
• System can Stud akee far sediment removd or be used in
combination with filter equa mmmt
• F iat:fir tag x 36" wide x 61" high
• ory weig1& L 1 sol L
L
r 'fir.
RAIN FOR RENT
Postal Box 2248 • Bnkcm%field CA 93303
800 742.7246.661399-9124 • FAX 661393-1542
Internet: www.rainforrenLoam
I- KLjM
FAX N0. :9706252407 Jan. 31 2005 11:30AM P19
F OR
:ZZ
48 -4 SSK
Stainlew Steel
Up to 1000 GPM
r 100 PSI Max
FEATURES
• Filter W& = aonatnweed out of stateless weed
• Wd is cmWrucftd Dort of galvanized carbon shed with
integral. farUM aids.
• Stainks steal WK outlet and b&dLw wA manifolds
• AC and VC powa nd auton atia flbw backwash
coatrolla tbot allows far tired, pressure duel or
nil backwash intervals
• Egwppod with cmbnuos acting air vents
• System cat, stand alone or be used is emnbinatiaa with
W bons filtration bquipreatit
TECHNICAL
SAND MEDIA FILTRATION
• Comsat of am 4ti" filter taelrs
• Fred with as vans and pin" tl
• Tanks provide 50 space feet of filtration stets
• later and oed d mam&W oonne tm are 6" Vx;tmwk
• Bacinvash manifold connection is 4" fiomale NPT
• r media loading Ports
• 8" media removal ports
• 100 pig wo*ft pressuro
• 500 ft of gravel per tank
• 1300 Tbs. of sand per tank
• Most effective backwash rate is 196 GPM min.
• Footprint: 270" long by 72" wide
• Ptumm untainit valve to aid in backwash operation
• Soler bouer dtnw for DC operation in ranote locnb=
AVAILABLE ACCESSORIES
• Powa Prime POW
• spill Guard Co aunt berms
• S%Weas Sk d 304 sad Carim Steel saorW tanks
in IN-Unid, Mixer, Weir and ManifoW conftu atiotss
• Polyeftleft storage tanks
• Cartridge and bag filters
• HDPE pipe and fittings
• Roil of boxes, dewaWring bins and vacuum boxes
• Row meters and possum reducing/ sustaining
valves
• Alumimun Victadk pipe and fi tting
• Suction and discharge hose
FQR
� Z
RAIN FOR RENT
Postal Boot 2248 • Bako>s" CA .93303
800 742 - 7246.661 399-9124 • FAX 661393-1542
Intmu t wwwrua5a .00m
rrm :
L
FAX NO. :9706252407 Jan. 31 2005 11:30AM P20
I
■
4" KMED
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4w avow
aRACM
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gsvv w = ids 70p wmrs
STEEL TM/
0".
-1-:8 GAUA
OP&v -OP TANS
. complete &* Ard Wwkww wm Wet,
. ewrar,.Be
"r foot wo r Twm at m* ew for
"M
• Own iv fsr ea se of.fe,vio AM Ckwaft
• > i to ww umspart
TEMMAL
'a epen'Pop taxi® ae with a �
. ehiped flew a iqv res;dnitlmid is tDe tank
evea * fta, ent ftwo the Boor loyal 4 ywy e.
Vwd rail � ad tie W era)►
Nowa ft of the tlt& am eaq dew I*m yoar
pmded is
IA'I MARM CA'IONS
&W wm I Bl twecnal b=est.
'1"ep 4' B4Wft Tabu looted at ether end of the
N" a MPM - door. ft =UMW attached ai lee ar
the front end and a tfwd fail sys m ea the talc
�valhwaF. �'lr+e• Sft• a hatciea.'l�eas Lanka
Aft open tv with a"suit walkway am a
to
oamo ste card :awes the le"th of the
AIH REHT
P.O, Box 2248 Bakersfield CA OM
800 742-7246 - 6 -899.9124 • FAX 661 SWI542
Internet: www.rainforrent~com -
t
F kU"I .
FAX NO. :9766252407 Jan. 31 2005 11:30AM P21
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- ARD
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• Mr ia�tl� ►, a� up ht
Res�r #A. two" rai
� 1•RfPtn,hi �tNrlrx;,
rrtrwra9.raor _
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it
Pull
M" SWUM + - Is it ,orwde
* im Wray ier a�a wins ,
. I%ft "I X4' 1 "' ran
be.9et wins !�r!iF1 trAkVdW WA%
• .. - . �iNd lift s r 1� 4uitk cogr
'N�ie; a Mece +d
f*Mlkm* raftm b g* Mira
TM "I"WM b" W ma"w"d QC k"
S W p*wrdoft tOA od Mf1C 1bd Am
mdm,ftmkw Kmuwe GIIrtwClC *Om mw
"f *
am
IN!/
*no& -- &7.uAfiuumm mft W. VAR* In x
Now "h* d 1 t* •w* SUN
'E [a" maime ta
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O%AWAI 14" A I r rm ,
141 NS wN
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M" SWUM + - Is it ,orwde
* im Wray ier a�a wins ,
. I%ft "I X4' 1 "' ran
be.9et wins !�r!iF1 trAkVdW WA%
• .. - . �iNd lift s r 1� 4uitk cogr
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f*Mlkm* raftm b g* Mira
TM "I"WM b" W ma"w"d QC k"
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O%AWAI 14" A I r rm ,
r,MAI F-HX MU. :9706252407
natural
Material
Feb. 03 2005 05:38PM P2
Data Sheet
1. Product NameAdentMcatlon
STORM- KLEARTm Gel - FIocTm
2.
narne(s):
beta- (1,4 )-2- arr*v- 2- deoxy- - ghmse, or poly_)- -
Source: - -- --
9 ne ! K
I Cherr►kal
Other irt9r+arflert Lactic add -
--
Chitin extracted from recycled crab a s hrimp she Ns. —
. CAS � 598-89
che"16W
penoic acid, mlk a ._ Z-HydbooclrDuti
_ --
Na
Ctlerruirl s : _ _
n/a —
a. Physkal/Chandcal.Cham
and od
yeNow flaked material
chellical
Soluble in w ater, itso k,bfe In alaohots
Molecular We i Wt Chttosan
161 '
frxrr K -c
(NCH (OH�
[I Lactic
4. TcudooWgkol Qata
Aa j oral LD50 mica
> 10 / kg
& Fi» 6 melon Hazard Data
F lash POInt
rda
Unu mM Fi re and Exptosion Hazards
Keep
None . horn 07� -
Fire Fighting Meta:
Use water, dry chemicals, carbon dioxide, sand, or —
foam.
6. Health Hazards k0or nation
EYE CONTACT: The gel can start to dissohm causing
fNm feffnedon and blurred vision. Flush with water to
Acute HeaM Eta -Signs and Symptortts of ExpostMe, remove. SKIN CONTACT: Norte Nrt1ALAT10N:None
Emergency mW FirW aid Procedures NGESTION: While It is not W* to be hazardous by
Ingestion, it may dissolve and form a film on nx mn
membranes. Flush with wafer and seek medical help if
P roblems persist.
Pole AW Chrordc Health Effects: There is no known effect from chroft exposure to this
Not fisted by ACGiH, IARC, NIOSH. NTP. ar OSHA.
Natural Site Solutions . 816541 Redmond Way, 405 -C . Redmond, WA 98052
rrau•i .
FHX NU. :9706252407 Feb. 03 2005 08:39AM P3
7. Personal Protective Equipment
Respiratory protection:. n / a
Prot ective ayes: Plastic or rub ber gloves are reoomYnende
E per Goggles are recommended when there is a high level of
_ - alrbome dust.
Other prolective cloth hg: Not needed. -
U. KOQUUMNY
Not listed on the TSCA In
A _ Does not ha a R Q or TPCL - ~ —
SARA Section 313 Not reportable under Sect 313.
DOT Not regula - - - --
Clean Air Act This matwlal does not contain any hazardous air
Clean Water Act Not Usted as Hazardous Substance, Priority Pok tart or
Toxic Pollu
OSHA Not considered hazardous
U. =0111616, Hanaw grid
■ For spills of ChItosan tube
Waste ctsposal method
W
10. Thumportaftn Information
DOT
- S - Vft Name:
DOT Hazwd Gass:
11. SWW and Reactivity
F han" Family: awdous Polwnerbatlon:
rcwAbon
info: ._
Store in a c away tnxn strong mddize
The material may be vacumned or collected for recovery
or disposal. AVOID WATER Water wd dissolve N
forming a thick viscous solut mass. -
UVIA osposW is acceptable. The material is
blodegradable. Follow local, state, and federal
regulations.
Li
Revision # and Date: 2 Heather Ray - Vanson
Prepared by: ,... - — — :1
09104/2001
P%A. - f t�l/I�JNO /7�GYVL - This kdbmmdon is fiamished without warrenty, expwisW or implied. except that it is accurate to the best knowedge of
Natural Site So thorn. The data on this sheet reWAs only b the specINC material designated herein: Natural Site Solutions
assumes no bgel respons dly For use or renounce upon these data.
Natural Site Sokat(ons . 816541 Redmond Way, 405-0 . Redmond, WA 98052
natural
ter'
M
Pns
Mat erial Sa
Data Sheet
1. Product NameAdentificadon
Storm- KlearTm Uq u i -Floc Tm
2. Composition
Active ingredient: Chltosan — F n/ a 2 - 76 - 4, 9 , 7732 - 1 8 - Chemical name(s): cetylglucosamine, acetic acid, and balance
IL Sauce: -
3. PtWakaltChemical ChaMCUwistfcs
Appearanoe and odor. Clear to PWe yellow viscous liquid with a pungent
- - - -- • -- _ vinegar odor. _ --
�! _ _ - -- Soklge in crater.
Specific
"!ng_Poirt!~ - -
211
3.94.1 - - -
La
rV
5. Fire & 9xigoslo Hazard Data
FiammabEy. _ .. _ Non-fla mmable.
Unmjw Fire and Explosion Hazards In ft form of a water won; there is no danger of fire
Fire Figtdktg Media:
Use water or foam rot tfanvrWe in' nature .
43. HealSt Hazards lift oration
Acute Health Effects -Signs and Symptom of Expo
Emergency and First aid Procedures -
P - 06 T i" CFuo Health Effects:
EYE CONTACT: Storm -Kiser is mi'kily irritating to eyes.
Fitash with water for 15 mkvAes to remove and call a
physician. STAN CONTACT: SWm} KIear is not
hazardous but cleansing the sW after use is advisable.
INHALATION: If large amounts of fumes am Inhaled
remove to fresh air and cap a physician. INGESTION: if
Swallowed, no specific freer ventiort is indicated as the
oompound'is not likely to be hazardous by Ingestion.
How�,v_e cmc>sult a physician if necessary. .. _ _ . _
Na
Ala- ----- - - - - -- - - - --
Natural Site Sokitions 9 16541 RadmE, W Way, 405-0 0 Redmond, WA 98052
FROM FAX NO. :9706252407 Feb. 03 2005 08:40RM P5
■
E
a
R
7. Personal Protective Equipment
Re r abory protedaon; _ . _. _ - -- _ . Not required neither are loco! or mechanical ex
Protocdve vss: .._ _ - RUbber are recom
EYa p ro#ection: — - - - - — Safety glasses are reco
Other protective dothi : . Employees should wash their hands before
8. Regulatory
TSCA is Usted.on the T SCA invento
OSHA Not comidered hazardous
EPA _ _ _ _ Ex empt from EPA code.
RCRA a hazardous waste. Under RCRA it Is the res
9. StoragB. Mandung and Disposal
1044 recormended (will freeze at 3 Shelf like
Storme Is ate but viscosity will decrease over time. The
carrtainer should be kept covered to prevent
contamination.
i For of Storm -19w UbIze protective clot f�ng. Dk de with water and hose_
down.
Wad method to wash off viscous luld). Treatrnent, storage.
transportatio and disposal mu st be in a ccordance with
iene wactices Follow good hygienic and hour Mepkv practloes. - - --
Clean up areas where Ctfto-t_ink was used.
•
DO Hazard Class:
Pr oduct •s
D•
DO Pkicard:
.. :..:
None
None
None require
Stoffn4Qear
11. MaWlty and KeaC VIW
CUnfloal ,F aTtr.. - -- Netm'a! Po lysaccharide
Stab - - --
HaMous Pdyrnerization _ __ ... PolY mertratbn --
lt»ampatiblitles: -- Mown bie with.strvrig oxidan and strong bases
pp — 00 — w: —_- Deoorn os on will riot o=w— _.... __ _.. .
insatla ARY aonditlons:
Stable at norri d dar and storage c on dltlons.
E _.... - -- _ -_ M is 1009 biodegradable. _
Decomposition tem 211 F ti! PA -
products: HoO and Chi6osan Acetate salt dear ism
Revision # and Date: 2 Heather Ray , Vanson
prepared by- Ss - Vanson 4127/1998 08/31/2001
All-FRM- 00219 -REV -W
Natural Site Solutions . 16541 Redmond Way, 40S-C . Redmond. WA 98052
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r Kurt : FAX N0. :9706252407 Feb. 03 2005 08: 40AM P6
This krtbrmatiar, is fumiahed without warranty, eked or implied, except that It Is aoWrorte to the best knowledge of
NaWnal SRe SolAm. The data on this sheet relates O* to the spec fic material designated herein. Natural Site Solutions
assumes no legal responsr'bEty for use or reliance upon these data.
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Natural Site Sokitions . 16541 RedMOnd Way, 405-C . Redmond, WA 98052
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For work on section # 1
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Bike/Pedestrian path closed
Detour
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Sign to sit
in front of
planter
iii Sign close off alleyway to
Pedestrian/ bike traffic.
Through traffic may have to
be allowed
Alleyway closed authorized
personnel only 1 11
Store access to remain open
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Pedestrian access Area #2
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Phone hand hole or pedestal
Quest 1 4" conduit ties to lionshead north
Remove replace trees
CATV Ped #7 not field
located
!IIIIIIIIJIDII&Sewer manhole
Xcell gas
4-4" conduit QuesVVR
Remove replace asphalt
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Remove and replace asphalt
and concrete
May have to Remove and replace
planter and trees and shrubs
Sewer man hole
—_— Xcell Gas
12"x12"x12" Tee Quest phone
-- - - - - - - - - - - - :me
Water line
Start cut on ramp
Existing water line needs to be
lowered
Wo s ection #3
Protect and maintain
fence Relocate CATV line Storm drain inlet
(Coaxial only) from
future Shoring Area
y� CATV Ped #4
FWGV Assembly ; <
Manhole
Shallow Utilities
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i Sewer line
Water line
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Remove trees and planter
Sewer
Relocate power
Water
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Remove trees and planter
Sewer
Relocate power
Water
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Remove trees and planter
Relocate newspaper
and trash
1
- Shallow utilities
Relocate light poles
Remove Pavers replace with asphalt
Sewer
Storm drain
Water
link
Sewer manholes
Remove planter
Storm drair
- T"
Remove and replace pavers
Remove all trees,
steps, and planter
Barricade and saw cut
line for pedestrian
access
Sewer
Water
Remove trees
Relocate light poles
Water
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L replace pavers
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24" Electrical conduit
Si
I Shallow utilites
Storm drain
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Qwest Vault r�
.0000 • Remove Pavers ref
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Soo r
Existing wate r
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12 "x12" cross water line
r tilities to tie
nto existing tilities
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S Sewer utilit
aw
New storm drain
to replace
existing
Work Section #5
Relocate light pole
Sewer service line
Water service line
Reinforce planter
to stay in place
12x12 strom
drain inlet
3 Sewer manhole
�• Remove Pavers
Shallow Utilities
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Work Section #6
Remove planter and
Water line
Sewer service cleanout
Remove pavers replace
with asphalt
Provide protection for
planter and trees
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Provide protection/reinforcement for
p and t rees
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Remove and replace
stature and base
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Rem ove 1 rep
pavers and concrete
tom out
Sewer Service
cleanout
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