HomeMy WebLinkAboutPW 2006 (2)COLORADO DEPARTMENT OF TRANSPORTATION
UTILITY PERMIT
PERMITTEE
Name
DEPARTMENT USE ONLY
Date issued 10/17/06
HOLY CROSS ENERGY
Permit # 13,291
Address
S.H.# 070A Frontage Rd. M.P. 176mm
P.O. BOX 2150
District 03
GLENWOOD SPRINGS, CO 81602
Section 02
Telephone: (970) 949-5892 Representative: JEFF VROOM
Patrol 2MARY4
NOTICE TO PERMITTEE: You must notify owner or operator of underground utility facilities at least two (2) business days prior to making or beginning
excavations in the vicinity of such facilities, as required under Section 9-1.5-103, Colorado Revised Statutes. CALL UTILITY NOTIFICATION CENTER OF
COLORADO (UNCC), 1-800-922-1987 & CDOT 970-2 48-7 2 30, FOR MARKING OF MEMBER UTILITIES.. CONTACT NON-MEMBER UTILITIES DIRECTLY
ACTIVITY DESCRIPTION (Furnished by Permittee)
PURPOSE XX Installation XX Adjustment ❑ Removal ❑ Maintenance of existing Facility
FACILITY (Type, size, class of transmittant, design pressure or potential, etc.) INSTALL 2-4 INCH PVC CONDUITS & 3 PHASE 14.4/24.9K%'
PRIMARN ELECTRIC CABLES TO RELOCATE TO EXISTING ELECTRICAL VAULT.
NATURE OF INSTALLATION XX Longitudinal (Parallel) XX Transverse (Crossing)
XX Buried" ❑ Aerial/Ground-mounted ❑Attach. To Hwy. Str. No.
LOCATION State Hwy. No. 070A Frontage Rd. County EAGLE City/Town VAIL
Milepoint(s) 176mm Intersecting Feature(s): WEST OF EXIT 176 SOUTH ROUNDABOUT
ADDITIONAL REMARKS CURRENT INSURANCE CERTIFICATE ON FILE. PLEASE REVIEW & COMPLY WITH THE ATTACHED
"LATE FALL, WINTER & SPRING SPECIAL PROVISIONS FOR UTILITY INSTALLATIONS"
For underground facility location information, contact: UNCC & CDOT Telephone 1-800-922-1987 & (970) 248-7230
SPECIAL PROVISIONS (completed by the Department) The Special Provisions are terms and conditions of this permit.
Any work shall only be in accordance with the approved plans and special provisions as set forth in this permit and its attachments.
The CDOT inspector is LARRY DUNGAN Telephone (970) 845-8816 Fax (970)845-8816
Work is to be completed on or before: 11/15/06 or within days, (as applicable)
Work time restrictions: DAYLIGHT HOURS ONLY. NO WEEKENDS OR HOLIDAYS.
Designated minimum cover is See SPECIAL PROVISIONS #24 Designated overhead clearance is NA
(ALSO SEE ATTACHED STANDARD PROVISIONS, AND ADDITIONAL SPECIAL PROVISIONS), (TRAFFIC CONTROL MUST CONFORM TO THE MUTCD)
Other: FIELD INSPECTOR SHALL BE NOTIFIED 48 HOURS PRIOR IS TO BEGIN OR PERMIT IS VOID.
Permittee is prohibited from commencing any work within highway ROW prior to issuance of a fully endorsed and validated permit. Permit,
plan exhibit, insurance certificate(s), and traffic control plan must be available on site during work. High visibility vests are required at all
times during working hours.
1. Your request to use and/or occupy state highway system rights of way as described above is granted subject to the terms and conditions of this permit,
including the Standard and Special Provisions as shown on the permit and all attachments hereto.
2. To the extent authorized by law, Permittee hereby assumes, releases and agrees to indemnify, defend, protect, and save the State of Colorado harmless
from and against any loss and/or damages to the property of the State of Colorado, third parties or the Permittee's facilities, and all loss and/or damage on
account of injury to or death of any person whomsoever, arising at any time, caused by or growing out of the occupation of Colorado State Highway rights
of way by Permittee's facilities or any part thereof, including but not limited to installation, adjustment, relocation, maintenance or operation, or removal
of existing facilities, unless such loss and/or damage arises from the sole negligence or willful conduct of the State of Colorado or its employees or agents.
3. Failure by the Permittee to comply with any of the included terms or conditions may subject this permit to suspension or cancellation, at the discretion of
the Department of Transportation.
4. THIS PERMIT IS NOT VALID UNTIL FULLY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED
REPRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTED COPY OF THIS PERMIT MUST BE ON FILE AT THE TRANSPORTATION
REGION OFFICE.
5. In accepting this permit the undersigned, representing the Permittee, verifies that he or she has the autho ty to sign for and bind the Permittee, and that
he or she has read, understands and accepts all the included conditions.
Attested
7r .
Dat
1
I Signature f
Date
_
_
_
r-:-___
_
Title ✓
ec' lh
I Title
1 c rl, )
COLORADO DEPARTMENT OF TRANSPORTATION
Chief Engineer
: By A
il-
ED FINK / MIKE VERKETIS
Date
110/17/06
CDOT Form # 333a Rev. 02,
.y
E)WNG FIRE HYDRANT
BE REMOVED
•t. -
PROPOSED FIRE HYDRANT
ASSEMBLY MATH 12'X6' TEE
AND 6- GATE VALVE (DRY TAP)
(MUELLER MOUNTAIN HYDRANT)
NOTE: FIRE HYDRANT LOCATIONS
PER VAIL FIRE DEPARTMENT
INSTALL 2-4" PVC
CONDUITS (JOINT
TRENCH)
~'~'`PROP0.SED IRRIGATION LINES
LANDSCAPE PLANS
"It
5' TYPE R
4 tr. y( r _"_t2 tti y 1
;ABANDON WA t~ ~ L t ' T
TO EXISTING MAIN r x
\ EXISTING PEDESTA
TO REMAIN
k'
~--_l
PREVIOUS
I
4' STORM
MANHOLE (TYP)
INSTALL PTV
PEDESTAL
•
PROPOSED BUILDING ELECTRIC
TRANSFORMERS. INSTALL
TRANSFORMER VAULTS IN
ACCORDANCE MATH HOLY CROSS
ELECTRIC STANDARDS AND
SPECIFICATIONS.
cl ` AREA DRAINS (TYP) EXISTING ELECTRIC LINE TO BE
q ABANDONED AND REMOVED
RE: MECH. PLANS "FOLLOWING" INSTALLATION OF
NEW ELECTRIC SERVICE
TRANSFORMER PLACE EXPOSED ETV
TO REMAIN LINE IN 4" PVC CONDUIT
. 4" PVC
FOR PTV
TYPE
INLE1 T l
ABANDON
GAS LINE
.'RISES FRX ND. :97e2420530
May. 26 2006 10:26RM P2
CC ENTERPRISES - TRAFFIC CONTROL SPECIALISTS; INC
contractor, IAYTON CONSTRUCTION REVISED ~J
SOUTH FRONTAGE ROAD (POLE RELOCATE) 7
Protect, 4 SEASONS - VAIL U- U
Method of Handling Traffic: SHOULDER CLOSED ON FOUR LANE ROAD
N
PREPARED By,
ATSSA TCS NAME DATE
PHONE 970-242-0669 5
CERTIFICATION # 00037043 umm
ISSUE DATE: jLL1aQQ4 vWK
IXPIRATION DATE: OlEODS
200'
E- 350 - - FRONTAGE RD
350' ~ (I r
ZONE
CLO=
It.o-
NOTE:
1, CONTRACTOR WILL NEED SHOULDER CLOSED AND SIDEWALK CLOSED FOR POLE RELOCATION.
WORK WILL LAST FOR ONE WEEK, CONTRACTOR WILL BE DIGGING A TRENCH SOUTH FROM
FRONTAGE ROAD, AT NIGHT, TRENCH WILL BE BARRICADED VATH DRUMS AND FENCE.
2. REFER TO MLITCD FIGURE 6H~ FOR TYPICAL APPLICATION,
SIGNS:
T - SHOULDER WORK 2 - UTILITY WORK AHEAD
2 -SIDEWALK CLOSED 2 - TYPE U BARRICADE
DRUMS/LIGHTS FENCE
r«
AVO 1309 Elkhorn Drive
TOWN *ViAIL
Lail, Colorado 81657
.970-479-2158
Pax: 970-479-2166
tuww. vailgou corn
Department of Public Works d- Transportation
08/08/2006
Layton Construction Company, Inc.
9090 S. Sandy Parkway
Sandy, Utah 84070
Attn: Doug Carley, Project Manager
RE: Staging plans comments for the Four Season Project.
Mr. Doug Carley,
Here are the comments regarding the staging plan.
Note: Staging plans are required for both winter and summer months of each year, as well as updated
construction schedules. Public way permit and fees are also required when dates on permits expire.
1. Provide a Public way permit and fee in the amount of $132.50 dollars for temp site access from
W. Meadow Drive. This permit will expire on Nov. 1, 2006.
2. Provide a permit fee of $400.00 dollars for the Holy Cross utility relocation and staging on the S.
Frontage Rd.
3. Provide a permit fee of $1987.00 dollars, for the permit submitted for dewatering.
4. No sidewalk closure along the S. Frontage Rd. allowed unless an alternative route is provided and
approved by the Town of Vail Public Works Department.
5. Provide traffic control plan for the intersection of W. Meadow Drive and Vail Road. This plan is
required due to the increase amount of oversize truck traffic.
6. Provide a traffic control plan for the trucks exiting out of site onto the S. Frontage Road.
7. The Town of Vail is requesting Layton Construction, takes another look at using more of S.
Frontage Road exit route during the mass excavation process. As discussed during the staging
meeting, you currently show 2/3 of dirt exiting out the S. Frontage Rd. and 1/3, out W. Meadow
Drive. This 1/3 of the dirt removal is proposed or scheduled during Vail Peaks ski season. The
Town of Vail would prefer to see the number more like 80/20, or less going out W. Meadow
Drive. Please adjust and revise.
8. If unable to address the above request, Layton Construction and HB Development should be aware
that the Town of Vail reserves the right to limit amount of use on W. Meadow Drive for
construction activity during the summer and winter months.
9. Provide a Copy of the Storm water Discharge Permit from the State of Colorado.
10. Provide co pies of the Utility Permits and Traffic Control Plan submitted to CDOT and Notice to
Proceed.
11. Ne w Winter Staging plan will be required on or before Nov. 1. 2006. This plan will be good until
April 15, 2007.
12. La yton Construction understands and will comply to the Vail Village/Lionshead Village
Construction Hours Handout.
13. La yton will provide an updated Construction Schedule at the beginning of project and as needed
or requested for the Town of Vail Public Works Dept.
14. Provide Tower Crane details
15. Coordination required on the replacement of the Spraddle Creek Culvert scheduled for the fall
2006.
16. Provide pr oposed plan for construction employee vehicle parking locations, during construction.
17. Provide details on the propose d covered walkway. (Temp lighting, snow removal, etc. etc.)
18. Provide details on ho w Layton Construction will manage dust control, anti-tracking, sweeping and
house cleaning operations.
Please feel free to call me if you have any questions,
Thank you,
Leonard Sandoval
COLORADO DEPARTMENT OF TRANSPORTATION
SPECIAL USE PERMIT []LANDSCAPE XXXGENRAL CONSTN []SURVEY []OTHER(
PERMITTEE RECEIVED
Name
Date pisssu issued 12/19/05NLY
BLACK DIAMOND RESORTS-VAIL, LLC
Permit # 12,878
Address
S.H.# 070A Frontage Rd. M.P. 175mm
50 SOUTH 6TH STREET, SUITE 1480
District 03
MINNEAPOLIS, MN 55402
Section 02
Telephone (612)313-0123 Representative: DOUG HIPSKIND
Patrol 2MARY4
NOTICE TO PERMITTEE: You must notify owner or operator of underground utility facilities at least two (2) business days prior to making or beginning
excavations in tine vicinity of such facilities, as required under Section 9-15-103, Colorado Revised Statutes. CALL UTILITY NOTIFICATION CENTER OF
COLORADO (UNCCK DOT), 1-800-922-1987/(970) 248-7230, FOR MARKING OF MEMBER UTILITIES.. CONTACT NON-NIEMBER UTILITIES DIRECTLY
ea
NATURE OF ACTIVITY INSTALL SOIL NAILS FOR FOUNDATION SUPPORT AND TEMPARY DEWATERING WELLS. THIS WORK
IS BEING DONE UNDER A LEASE AGREEMENT WITH CDOT RIGHT OF WAY SECTION. ALL TERMS AND CONDITIONS OF
THIS AGREEMENT SHALL BE FOLLOWED.
LOCATION: St,{ Hmy. No.070A Frontage Rd
PrCOUn FP'r'EAGL cntiTU FRnIVTef:F Rnen eTFXr`T 17( RVAIL
n►tlvn~IIn►tT
3~ ~C.p(s) S
Other Location Information
ADDITIONAL REMARKS CURRENT INSURANCE CERTIFICATE ON FILE.
SPECIAL PROVISIONS (completed b the Department) The Special Provisions are terms and conditions of this permit.
Any work shall only be in accordance with the special provisions and other applicable details as set forth in this permit and its attachments.
The CDOT Inspector is: LARRY DUNGAN Telephone (970)845-8816 Fax (970)845-8816
Work is to be completed on or before: 8115/06 Ext. to 11115/06 (FX'T IF I or within days, (as applicable)
Work time restrictions: DAYLIGHT HOURS ONLY, NO WEEKENDS OR HOLIDAYS.
(ALSO SEE ATTACHED STANDARD PROVISIONS, AND ADDITIONAL SPECIAL PROVISIONS), (TRAFFIC CONTROL MUST CONFORM TO THE MUTCD)
Other.
Permittee is prohibited from commencing any activity within highway ROW prior to issuance of a fully endorsed and validated permit.
Permit, insurance certificate(s), and traffic control plan must be available on site during work High visibility vests are required at all times
during working hours.
1. Your request to perform the work as described above is granted subject to the terms and conditions of this permit, including the Standard and Special
Provisions as shown on the permit and all attachments hereto.
2. To the extent authorized by law, the Permittee shall indemnify, save, and hold harmless the State, its employees and agents, against any and all claims,
damages, liability, and court awards including costs, expenses, and attorney fees incurred as a result of any act or omission by the Permittee, or its
employees, agents, subcontractors or assignees pursuant to the terms of this permit.
3. Failure by the Permittee to comply with any of the included terms or conditions may subject this permit to suspension or cancellation, at the discretion of
the Department of Transportation.
4. THIS PERMIT IS NOT VALID UNTIL FULLY ENDORSED BY ALL PARTIES, WITH DATE OF ISSUE AFFIXED BY AN AUTHORIZED
REPRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTED COPY OF THIS PERMIT MUST BE ON FILE AT THE TRANSPORTATION
REGION OFFICE.
5. In accepting this permit the undersigned, representing the Permittee, verifies that he or she has the authority to sign for and bind the Permittee, and that
he or she has read, understands and accepts all the included conditions.
Attested Date I Signature Date
[ 51-2,1 /6(-
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H I L L G L A Z I E R
A R C H I T E C T S
TRANSMITTAL
DATE: April 3, 2006
To: Leonard Sandoval
Town of Vail
Construction Project Coordinator
FROM: Andrew A. Bober
VIA: Hand Carried
PAGES:
PROJECT: Four Season Resort - Vail, Colorado HGA #02028
COMMENTS:
Leonard,
I have attached a copy of Layton Construction, "Summer Staging Plan Notes", dated March 30, 2006 for your review
and comments. This is a preliminary plan and will be revised to adjust location of Jersey Barriers along South
Frontage Road and comments received by you. Layton will also prepare a plan for Winter Staging Plan for your
review and comments. It is hoped that we can discuss your comments at the April 11, 2006 meeting in the TOV
offices.
Thank you,
Andy
Cc
925 A L M A S T R E E T PALO ALTO CALIFORNIA 94301-2405
TEL 650.617.0366 FAX 650.617.0373 WWW.HILLGLAZIER.COM
Four Seasons Staging Plan Meeting
staging-piang
n: Winter, to-be-strbmitted-before-Nov. 1, 2006.
Spring of 2007, to be submitted before April 1, 2007
Provide information on parking arrangements, access and how many on site. Summer and Shw~wb 'k
an S~~P
Winter. No use of S. Frontage Rd. or W. Meadow Drive for temp parking or staging. o,,}{
Provide detailed updated construction schedule. To reflect the Village Construction
Hours handout. u I(- ZDW-
Construction fencing should withstand 90 miles per hour winds. Provide stamped detail. 4
Parking submitted is for winter use. Parking is free in VTRC during summer months.
Please note, free parking is al~so` for skier guest, not only for construction workers.
# Or/ wotky~&-
Provide traffic control plans for S.Frontage Rd. and Vail Rd. if any plans to use these
areas are needed. w S. rrll
Discuss proposed covered walkways
Snow removal durin winter months?
Width of walkway ~*,W-Wide ? -
Lighting ?
Concrete barriers - Barriers on plan are shown separated. They must be attached..
Adjust and revise.
Maintance? S l c Yk u~
r 1) s "~-dd t C?
Provide copy of storm Water discharge permit
Submit Application of Public Way Permit, access and fees
Provide detailed Temp light plan.
Provide Stamped covered walkway detail plan.-t
Provide stamped erosion control plan,
Provide anti-tracking, sweeping and dust control plan.
Address any PW civil plan, Fire, PD, Loading and Delivery, issues.
Discuss coordination of the replacement of Spraddle Creek Culvert.
Others:
Question for Staff:
-Acc s-, -~o V7i'rP
Aa,es s ~
fig K
CHAPTER 33
SAFEGUARDS DURING CONSTRUCTION
SECTION 3301
GENERAL
3301.1 Scope. The provisions of this chapter shall govern
safety during construction and the protection of adjacent public
and private properties.
3301.2 Storage and placement. Construction equipment and
materials shall be stored and placed so as not to endanger the
public, the workers or adjoining property for the duration of the
construction project.
SECTION 3302
CONSTRUCTION SAFEGUARDS
3302.1 Remodeling and additions. Required exits, existing
structural elements, fire protection devices and sanitary safe-
guards shall be maintained at all times during remodeling, al-
terations, repairs or additions to any building or structure.
Exceptions:
1. When such required elements or devices are being re-
modeled, altered or repaired, adequate substitute pro-
visions shall be made.
When the existing building is not occupied.
3302.2 Manner of removal. Waste materials shall be removed
in a manner which prevents injury or damage to persons, ad-
joining properties and public rights-of-way.
SECTION 3303
DEMOLITION
3303.1 Construction documents. Construction documents
and a schedule for demolition must be submitted when required
by the building official. Where such information is required, no
work shall be done until such construction documents or sched-
ule, or both, are approved.
3303.2 Pedestrian protection. The work of demolishing any
building shall not be commenced until pedestrian protection is
in place as required by this chapter.
3303.3 Means of egress. A party wall balcony or horizontal
exit shall not be destroyed unless and until a substitute means of
egress has been provided and approved.
3303.4 Vacant lot. Where a structure has been demolished or
removed, the vacant lot shall be filled and maintained to the ex-
isting grade or in accordance with the ordinances of the juris-
diction having authority.
3303.5 Water accumulation. Provision shall be made to pre-
vent the accumulation of water or damage to any foundations
on the premises or the adjoining property.
2003 INTERNATIONAL BUILDING CODE@
3303.6 Utility connections. Service utility connections shall
be discontinued and capped in accordance with the approved
rules and the requirements of the authority having jurisdiction.
SECTION 3304
SITE WORK
3304.1 Excavation and fill. Excavation and fill for buildings
and structures shall be constructed or protected so as not to en-
danger life or property. Stumps and roots shall be removed
from the soil to a depth of at least 12 inches (305 mm) below the
surface of the ground in the area to be occupied by the building.
Wood forms which have been used in placing concrete, if
within the ground or between foundation sills and the ground,
shall be removed before a building is occupied or used for any
purpose. Before completion, loose or casual wood shall be re-
moved from direct contact with the ground under the building.
3304.1.1 Slope limits. Slopes for permanent fill shall not be
steeper than one unit vertical in two units horizontal (50-per-
cent slope). Cut slopes for permanent excavations shall not be
steeper than one unit vertical in two units horizontal (50-per-
cent slope). Deviation from the foregoing limitations for cut
slopes shall be permitted only upon the presentation of a soil
investigation report acceptable to the building official.
3304.1.2 Surcharge. No fill or other surcharge loads shall be
placed adjacent to any building or structure unless such build-
ing or structure is capable of withstanding the additional
loads caused by the fill or surcharge. Existing footings or
foundations which can be affected by any excavation shall be
underpinned adequately or otherwise protected against set-
tlement and shall be protected against later movement.
3304.1.3 Footings on adjacent slopes. For footings on ad-
jacent slopes, see Chapter 18.
3304.1.4 Fill supporting foundations. Fill to be used to
support the foundations of any building or structure shall
comply with Section 1803.5. Special inspections of com-
pacted fill shall be in accordance with Section 1704.7.
SECTION 3305
SANITARY
3305.1 Facilities required. Sanitary facilities shall be pro-
vided during construction, remodeling or demolition activities
in accordance with the International Plumbing Code.
SECTION 3306
PROTECTION OF PEDESTRIANS
3306.1 Protection required. Pedestrians shall be protected
during construction, remodeling and demolition activities as
required by this chapter and Table 3306.1. Signs shall be pro-
vided to direct pedestrian traffic.
563
SAFEGUARDS DURING CONSTRUCTION
TABLE 3306.1
PROTECTION OF PEDESTRIANS
HEIGHT OF
CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE
TYPE OF PROTECTION REQUIRED
Less than 5 feet
8 feet or less Construction railings
5 feet or more
None
Less than 5 feet
Barrier and covered walkway
5 feet or more, but not more than one-fourth the height of construction
More than 8 feet Barrier and covered walkway
5 feet or more, but between one-fourth and one-half the hei ht of construction Barrier
5 feet or more, but exceeding one-half the height of construction
None
For SI: I foot = 304.8 mm.
3306.2 Walkways. A walkway shall be provided for pedestrian
travel in front of every construction and demolition site unless
the authority having jurisdiction authorizes the sidewalk to be
fenced or closed. Walkways shall be of sufficient width to ac-
commodate the pedestrian traffic, but in no case shall they be
less than 4 feet (1219 mm) in width. Walkways shall be pro-
vided with a durable walking surface. Walkways shall be ac-
cessible in accordance with Chapter 11 and shall be designed to
support all imposed loads and in no case shall the design live
load be less than 150 pounds per square foot (psf) (7.2 kN/m'-).
3306.3 Directional barricades. Pedestrian traffic shall be pro-
tected by a directional barricade where the walkway extends
into the street. The directional barricade shall be of sufficient
size and construction to direct vehicular traffic away from the
pedestrian path.
3306.4 Construction railings. Construction railings shall be
at least 42 inches (1067 mm) in height and shall be sufficient to
direct pedestrians around construction areas.
3306.5 Barriers. Barriers shall be a minimum of 8 feet (2438
mm) in height and shall be placed on the side of the walkway
nearest the construction. Barriers shall extend the entire length
of the construction site. Openings in such barriers shall be pro-
tected by doors which are normally kept closed.
3306.6 Barrier design. Barriers shall be designed to resist
loads required in Chapter 16 unless constructed as follows:
1. Barriers shall be provided with 2-inch by 4-inch (51 mm
by 102 mm) top and bottom plates.
2. The barrier material shall be a minimum of 3/4-inch (19.1
mm) boards or '/4-inch (6.4 mm) wood structural use
panels.
3. Wood structural use panels shall be bonded with an adhe-
sive identical to that for exterior wood structural use pan-
els.
4. Wood structural use panels '14 inch (6.4 mm) or 5/16 inch
(23.8 mm) in thickness shall have studs spaced not more
than 2 feet (610 mm) on center (o.c.).
5. Wood structural use panels 3/8 inch (9.5 mm) or'/2 inch
(12.7 mm) in thickness shall have studs spaced not more
than 4 feet (1219 mm) o.c., provided a 2-inch by 4-inch
(51 mm by 102 mm) stiffener is placed horizontally at
564
midheight where the stud spacing exceeds 2 feet (610
mm) o.c.
6. Wood structural use panels 5/s inch (15.9 mm) or thicker
shall not span over 8 feet (2438 mm).
3306.7 Covered walkways. Covered walkways shall have a
minimum clear height of 8 feet (2438 mm) as measured from
the floor surface to the canopy overhead. Adequate lighting
shall be provided at all times. Covered walkways shall be de-
signed to support all imposed loads. In no case shall the design
live load be less than 150 psf (7.2 kN/m2) for the entire struc-
ture.
Exception: Roofs and supporting structures of covered
walkways for new, light-frame construction not exceeding
two stories in height are permitted to be designed for a live
load of 75 psf (3.6kN/m2) or the loads imposed on them,
whichever is greater. In lieu of such designs, the roof and
supporting structure of a covered walkway are permitted to
be constructed as follows:
L Footings shall be continuous 2-inch by 6-inch (51 mm
by 152 mm) members.
2. Posts not less than 4 inches by 6 inches (102 mm by
152 mm) shall be provided on both sides of the roof
and spaced not more than 12 feet (3658 mm) o.c.
3. Stringers not less than 4 inches by 12 inches (102 mm
by 305 mm) shall be placed on edge upon the posts.
4. Joists resting on the stringers shall be at least 2 inches
by 8 inches (51 mm by 203 mm) and shall be spaced
not more than 2 feet (610 mm) o.c.
5. The deck shall be planks at least 2 inches (51 mm)
thick or wood structural panels with an exterior expo-
sure durability classification at least 23/32 inch (18.3
mm) thick nailed to the joists.
6. Each post shall be knee braced to joists and stringers
by 2-inch by 4-inch (51 mm by 102 mm) minimum
members 4 feet (1219 mm) long.
7. A 2-inch by 4-inch (51 tnm by 102 mm) minimum
curb shall be set on edge along the outside edge of the
deck.
3306.8 Repair, maintenance and removal. Pedestrian protec-
tion required by this chapter shall be maintained in place and
2003 INTERNATIONAL BUILDING CODED
1k
i
SAFEGUARDS DURING CONSTRUCTION
kept in good order for the entire length of time pedestrians may
be endangered. The owner or the owner's agent, upon the com-
pletion of the construction activity, shall immediately remove
walkways, debris and other obstructions and leave such public
property in as good a condition as it was before such work was
commenced.
3306.9 Adjacent to excavations. Every excavation on a site lo-
cated 5 feet (1524 mm) or less from the street lot line shall be
enclosed with a barrier not less than 6 feet (1829 mm) high.
Where located more than 5 feet (1524 mm) from the street lot
line, a barrier shall be erected when required by the building of-
ficial. Barriers shall be of adequate strength to resist wind pres-
sure as specified in Chapter 16.
SECTION 3307
PROTECTION OF ADJOINING PROPERTY
3307.1 Protection required. Adjoining public and private
property shall be protected from damage during construction,
remodeling and demolition work. Protection must be provided
for footings, foundations, party walls, chimneys, skylights and
roofs. Provisions shall be made to control water runoff and ero-
sion during construction or demolition activities. The person
making or causing an excavation to be made shall provide writ-
ten notice to the owners of adjoining buildings advising them
that the excavation is to be made and that the adjoining build-
ings should be protected. Said notification shall be delivered
not less than 10 days prior to the scheduled starting date of the
excavation.
SECTION 3308
TEMPORARY USE OF STREETS, ALLEYS AND
PUBLIC PROPERTY
3308.1 Storage and handling of materials. The temporary
use of streets or public property for the storage or handling of
materials or of equipment required for construction or demoli-
tion, and the protection provided to the public shall comply
with the provisions of the authority having jurisdiction and this
chapter.
3308.1.1 Obstructions. Construction materials and equip-
ment shall not be placed or stored so as to obstruct access to
fire hydrants, standpipes, fire or police alarm boxes, catch
basins or manholes, nor shall such material or equipment be
located within 20 feet (6096 mm) of a street intersection, or
placed so as to obstruct normal observations of traffic sig-
nals or to hinder the use of public transit loading platforms.
3308.2 Utility fixtures. Building materials, fences, sheds or
any obstruction of any kind shall not be placed so as to obstruct
free approach to any fire hydrant, fire department connection,
utility pole, manhole, fire alarm box or catch basin, or so as to
interfere with the passage of water in the gutter. Protection
against damage shall be provided to such utility fixtures during
the progress of the work, but sight of them shall not be ob-
structed.
2003 INTERNATIONAL BUILDING CODED
SECTION 3309
FIRE EXTINGUISHERS
[F] 3309.1 Where required. All structures under construction,
alteration or demolition shall be provided with not less than one
approved portable fire extinguisher in accordance with Section
906 and sized for not less than ordinary hazard as follows:
At each stairway on all floor levels where combustible
materials have accumulated.
2. In every storage and construction shed.
3. Additional portable fire extinguishers shall be provided
where special hazards exist, such as the storage and use
of flammable and combustible liquids.
3309.2 Fire hazards. The provisions of this code and the Inter-
national Fire Code shall be strictly observed to safeguard
against all fire hazards attendant upon construction operations.
SECTION 3310
EXITS
3310.1 Stairways required. Where a building has been con-
structed to a height greater than 50 feet (15 240 mm) or four sto-
ries, or where an existing building exceeding 50 feet (15 240
mm) in height is altered, at least one temporary lighted stairway
shall be provided unless one or more of the permanent stair-
ways are erected as the construction progresses.
3310.2 Maintenance of exits. Required means of egress shall
be maintained at all times during construction, demolition, re-
modeling or alterations and additions to any building.
Exception: Approved temporary means of egress systems
and facilities.
[F] SECTION 3311
STANDPIPES
3311.1 Where required. Buildings four stories or more in
height shall be provided with not less than one standpipe for use
during construction. Such standpipes shall be installed where
the progress of construction is not more than 40 feet (12 192
mm) in height above the lowest level of fire department access.
Such standpipe shall be provided with fire department hose
connections at accessible locations adjacent to usable stairs.
Such standpipes shall be extended as construction progresses
to within one floor of the highest point of construction having
secured decking or flooring.
3311.2 Buildings being demolished. Where a building is be-
ing demolished and a standpipe exists within such a building,
such standpipe shall be maintained in an operable condition so
as to be available for use by the fire department. Such standpipe
shall be demolished with the building but shall not be demol-
ished more than one floor below the floor being demolished.
3311.3 Detailed requirements. Standpipes shall be installed
in accordance with the provisions of Chapter 9.
Exception: Standpipes shall be either temporary or perma-
nent in nature, and with or without a water supply, provided
that such standpipes conform to the requirements of Section
905 as to capacity, outlets and materials.
SAFEGUARDS DURING CONSTRUCTION
3311.4 Water supply. Water supply for fire protection, either
temporary or permanent, shall be made available as soon as
combustible material accumulates.
[F] SECTION 3312
AUTOMATIC SPRINKLER SYSTEM
3312.1 Completion before occupancy. In buildings where an
automatic sprinkler system is required by this code, it shall be
unlawful to occupy any portion of a building or structure until
the automatic sprinkler system installation has been tested and
approved, except as provided in Section 110.3.
3312.2 Operation of valves. Operation of sprinkler control
valves shall be permitted only by properly authorized person-
nel and shall be accompanied by notification of duly desig-
nated parties. When the sprinkler protection is being regularly
turned off and on to facilitate connection of newly completed
segments, the sprinkler control valves shall be checked at the
end of each work period to ascertain that protection is in ser-
vice.
566
2003 INTERNATIONAL BUILDING CODE@