HomeMy WebLinkAboutPlansCOLORADO EXTREME
Prepared for:
Blue Mind, LLC
Sheldon Wolitski, Manager
5090 Upper Cattle Creek Road
Carbondale, CO 81623
Prepared by:
DHM Design
255 Main St. #201
Carbondale, CO 81623
November 2025
Table of Contents
Project Team
Application Form
Cover Memo
Intent of Use
Relation to existing and prior LU applications
Conformance to IBC and ICC Code 300
Location
Seating Capacity and Safe Egress
Accessibility
Apgendix Items
Appendix A - Architectural Drawing Set
Appendix AA - Bleacher Specifications
Appendix B - Site Plan Drawing Set
Appendix C - Driveway Permit
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5
DHMDES IGN.COM
Project Team
Owner:
Blue Mind, LLC
Sheldon Wolitski, Manager
5090 Upper Cattle Creek Road
Carbondale, CO 81623
919.349.2980 (c)
Sheldon@coloradoextreme.org
Kayley Romano, Rink Operations
kayley@coloradoextreme.org
321-505-1694 (c)
Javier Martinez, Contractor
970-379-7398 (c)
Permit Preparer:
Jason Jaynes, Principal, PLA
DHM Design
225 Main Street, Suite 201
Carbondale, CO 81623
970.963,6520 (o); 970.366.1637 (c)
jjaynes@dhmdesign.com
Architect:
Kay Park Recreation
1301 Pine Street
Janesvill, IA 50647
440.349.1204 (o)
chad@kaypark.com
Colorado Extreme I Amended Land Use Change Permit Application
Cover Memo
Intent of Use
This application outlines the temporary use of a 10-row, tow -able, aluminum bleacher, prefabricated by Kay
Park Recreation, to be utilized for a one -day fundraiser event in December on the Colorado Extreme property
in Carbondale, Colorado. The fundraiser, the NHL Alumni Outdoor Classic, brings NHL alumni to Carbondale to
compete and raise funds for Colorado Extreme to provide free youth hockey. The bleachers will provide safe
and convenient seating for spectators. Following the conclusion of the event, the bleachers will be folded and
removed from site.
Relation to existing and prior LU applications
This building permit is directly connected to a 2024 amended Land Use Change Permit #LIPA-11-24-9043,
resolution # 2025-45, recorded on October 13th, 2025 and approved by the BOCC on November 3rd, 2025.Two
previously approved Land Use Permits include #LIPA-08-22-8917 recorded on October 10th, 2022 and #LIPA-08-
23-8978, recorded on October 10th, 2023.These permits establish the framework for the ice rinks'operations and
associated infrastructure, ensuring compliance with local regulations and long-term planning goals.
Conformance to IBC and ICC Code 300
The 10-row, tow -able, aluminum prefabricated bleachers are designed and manufactured in compliance with
(ICC) International Code Council Code 300, which governs safety and performance standards specifically
related to bleachers and spectator viewing and the (IBC) International Building Code. The manufacturer's
specifications and drawings, included in Appendix A of this permit application, provide detailed
documentation of how these bleachers meet the required safety criteria.
Location
The location of the bleachers will align with the west side of the existing rink and be set back a minimum
distance of 3' (clear from the hockey rink sideboards) to allow for safe access and egress. When fully
extended for use, the bleachers cover an area of approximately 1,300 sq. ft. The location of the proposed
bleachers while in active use is shown in Appendix A.
Seating Capacity and Safe Egress
For temporary bleachers that have a single egress aisle, limiting occupancy to below 250 individuals is
specified as a requirement of the ICC 300-2017 Chapter 4. To meet the requirements of this code, the
maximum seating capacity limit will be maintained by blocking off a single row of seating. This restriction
ensures safe and evacuation in compliance with egress requirements and this occupancy modification is
detailed in the Architectural drawings in Appendix A.
Accessibility Requirements
To ensure compliance with ADA requirements, a warming tent will be made available during the one -
day hockey event.This tent will provide accessible space for individuals with disabilities, ensuring their
comfort and full participation in the event. The tent location will mirror the orientation of the proposed
bleachers and be placed on the far east side of the rink. The tent is located proximal to ADA restroom
facilities already on site.
77
Colorado Extreme I Amended Land Use Change Permit Application
DHMDESIGN.COM
Appendix Items
Appendix A - Architectural Drawing Set
Appendix AA - Bleacher Specifications
Appendix B - Site Plan Drawing Set
Appendix C - Driveway Permit
Colorado Extreme I Amended Land Use Change Permit Application
5
STRUCTURAL GENERAL NOTES - APPLICABLE TO ALL CONSTRUCTION UNLESS OTHERWISE NOTED
ON THE PLANS
A. DESIGN SCOPE BY PROFESSIONAL ENGINEER
1. Design Shown on drawings for the following items.
a. Bleacher Aluminum components including seats, planks, guardrails and stairs.
2. Design Shown on drawings does not include:
a. Supporting Glulam Framing & Members.
b. Main Lateral Force Resisting System such as columns or wall.
c. Finishes, architectural items, mechanical units, plumbing, or electrical items.
B. GENERAL REQUIREMENT:
1. The Project is a steel framing wood screen wall on reinforced cip concrete footings.
2. Furnish all labor, materials, and equipment necessary to complete the work shown or inferred by these
drawings.
3. Where construction details are not shown or noted for any part of the work, such details shall be the
the contractor shall notify the engineer and landscape architect and request clarification..
4. Notes and details on the drawings take precedence over the general notes and typical details in case of
conflict.
5. Locate and protect underground or concealed conduit, plumbing or other utilities where new work is being
performed.
6. The contract drawings and specifications represent the finished structure and do not indicate methods,
procedures or sequence of construction. The contractor shall take necessary precautions to maintain and
insure the integrity of the new and any existing structures during construction. The design stresses shall
not be exceeded during construction based on the age of each element . Neither the owner nor
Architect/Engineer will enforce safety measure regulations. Contractor shall design, construct and
maintain all safety devices, including shoring and bracing for the new and any existing structures and
shall be solely responsible for conforming to all local, state and federal safety and health standards, laws
and regulations.
7. Obtain prior written approval for any changes to the drawings.
8. The contractor shall review and compare the structural drawings with all other Construction Documents,
such as Architectural, Mechanical and Electrical drawings, specifications, etc. Do not scale drawings. The
contractor shall verify dimensions, elevations and all information. Report, in writing, any inconsistencies,
errors, or omissions to the Architect/Engineer of record before proceeding with the work.
9. All existing constructions are shown schematic only. Contractor is responsible to verify actual conditions
and allow for them in his bid. Notify the Architect/Engineer, in writing, in case of any discrepancy
between actual conditions and what is shown on the structural drawings before proceeding with the work.
10. See Architectural, Mechanical, Electrical and other drawings for embedded items.
11. All communication shall be in writing. No verbal communications, decisions, instructions or approvals shall
be valid.
C. CODE AND LOADS:
1. All design, material, and construction work for this project shall conform to the 2017 Ohio Building Code
based on the 2015 International Building Code (IBC).
2. Design parameters:
o. Deod Load = self -weight b. Live Load on Bleacher Elements = As per ICC-300
D. FASTENERS AND CONNECTIONS:
a. All fasteners shall be installed according to the manufacturer's recommendations.
b. Screws
1. All screws shall be a minimum size of #8 unless otherwise specified. All screws shall be corrosion
resistant and shall be spaced such that the minimum center -to -center or edge distance of three
screw diameters is maintained. Self in -drilling tapping screws shall conform to SAE-J78. A
minimum of three exposed threads shall extend through the supporting steel member. Screws shall
penetrate individual components of connections without causing permanent separation between the
components. Screws shall be installed in a manner such that the threads or holes are not stripped.
Head styles, threads, and point types for screws shall be selected based on application conditions
and manufacturer recommendations.
c. Bolts shall meet or exceed the requirements of ASTM A307. Bolts shall be installed with nuts and
washers.
d. Use Simpson SIDS screws for all connection to wood framing unless noted otherwise on the plans.
F. ALUMINUM STRUCTURAL NOTES:
1. Materials
a. Aluminum shall comply with AAASM35 and AADM1.
b. Aluminum alloy for structural aluminum members shall be 6061 -T6 with minimum yield strength,
Fty, of 35 ksi and minimum Ultimate , Ftu, of 38 ksi. unless otherwise noted on the plans
2. All Aluminum design, fabrication, and erection shall be according to:
a. Local building code adopted by the local jurisdiction.
b. Aluminum Design Manual, 2015 or latest edition by the Aluminum Association. The most stringent
requirements shall apply.
3. All welding shall comply with Aluminum Design Manual and the American welding society, AWS,
specifications.
4. All bolting,Rivets and /or screws connections shall be per drawings and comply with Aluminum Design
Manual.
5. The owner shall employ qualified inspectors to provide inspection during construction in according with
chapter 17 of the 2015 International Building Code. The inspector shall be certified by the building
officials to perform this type of inspection.
6. Where Aluminum is in contact with or fastened to the dissimilar materials, direct contact between the
aluminum and other material shall be prevented as specified in Aluminum Design Manual, 2015 Part 1:
Specification for Aluminum structures - sections M7.1 through M7.3 or by placing a compatible,
nonporus isolator between the aluminum and other material.
G. STRUCTURAL STEEL:
1. Unless noted otherwise on plans, all structural steel shall be per table 2-4 & 2-5 of AISC Manual
of Steel Construction, 14th Edition, as shown below:
Shape Steel type Yeild strength
Fy,KSI
Plates & Angles A 36 35
Rectangular tube,HSS A 500 46
2. Fabrication and erection shall be in accordance with the American Institute of Steel Construction
(AISC).
3. All beam connections shall be bolted or shop welded as detailed on the drawing or designed by
fabricator per AISC Manual of Steel Construction allowable Stress Design, "Framed Beam
Connections." Bolts shall be 3/4 inch. diameter ASTM A325, load indicator bolts. All bolts shall be
tightened to the minimum tension specified in the specification for structural joints using A325 or
A490 bolts.
4. All welding shall conform to the current American Welding Society (AWS) Specifications and be
performed by certified welders.
5. After fabrications, all screen wall metals and fasteners shall be coated with Coraflon ads and primer,
per the manufacturers recommendations. color shall be black magic with satin finish. The contractor
shall provide approved drainage mat for all metal components below grade for drainage and soil
separation.
6. All structural steel and bar joists shall have one shop coat of rust inhibitor primer paint conforming
to specification. Field touch up all unpainted areas and weld areas.
7. Reference specifications for additional requirements.
K Industries,
nc.
E. INSPECTION:
1. All construction shall be inspected by the building officials according to the above Code. DESC: GENERAL NOTES
2. It is recommended that the owner or the contractor hire Precision Structural Engineering or other
Qualified Licensed inspectors to provide inspection during construction.
DRAWN BY: AF 7/20/2018 S1 SHEET
Exhihit
qQ(-;4ITF(- i IIRQ,L nRA\A/INir_ c`T
525 8 "
230 3
5444"
Confidential Drawing and Information
is Not to be Copied or Disclosed to Others
Without the Consent of Kay Industries.
Specifications Are Subject to Change
Without Notice.
5513 "
381 71,
7
345 8 " 7
273 8 7
201 8'
165 7 "
8 F 93 8 "
8
` 227 6 "
48" AISLE I
GENERAL NOTES:
NOTE: FIRST ROW WILL BE MARKED "NO
SEATING" TO REDUCE TOTAL OCCUPANCY TO
UNDER 250 USERS PER ICC 300 REQUIREMENTS
FOR ACCESS / EGRESS
(NOTE ADDED BY DHM DESIGN, SPECIFIC TO THE
BUILDING PERMIT FOR COLORADO EXTREME
HOCKEY NOVEMBER 2025.)
UNLESS OTHERWISE SPECIFIED
DIMENSIONS ARE IN INCHES
TOLERANCES:
FRACTIONAL± 1/32
BEND ± 1 /2"
THREE PLACE DECIMAL ± .005
DO NOT SCALE DRAWING
MATERIAL
SHEET 1 OF 1
DRAWN
CHECKED
ENG APPR.
MFG APPR_
Last Saved
COMMENTS:
NAME DATE flk
DAT 12/17/2015 �Tr�
TITLE:
22"
53 " 501
100"
K Industries, Inc.
DESc 45' 10 ROW WITH AISLE
12/17/2015 4:28:22 PM S:\CADDRWGS\Solidworks\Speedy\AXEL-12TF70865E\
SIZE PART NO. REV
B SPBL4510 (8-12-15) Top View
Exhibit A I ARCHITECTURAL DRAWING SET
ITEM NO.
PART NUMBER
DESCRIPTION
Default/QTY.
1
BSG45-BEAMF
T' BEAM ASSY FOR 45' FRONT
1
2
BSG45-BEAMB
"I" BEAM ASSY FOR 45' REAR
1
3
BSG10-SAIC
5 ROW GALV CYL ONLY 10 ROW
2
4
BSGIO-SAICPB
BSGIO-SAICPB
1
5
BSG5-SA1 M
5 ROW GALV SECT MARKER ONLY
3
6
BSG5-SA 1 P
3
7
BSA5-SAIAG
10 ROW LOWER SEAT FRAME ASSEMBLY AUTO GATE
4
8
BSGI O-AGLIFT
A.G. LIFT PIVOT ARM ASSY
2
9
BSG10-AGPSTL
AG POST UPRIGHT ASSY REAR
1
10
BSG10-AGPSTR
AG POST UPRIGHT ASSY TONGUE
I
11
BSG10-AXLESF
IOR AXLE SUBFRAME
2
12
BSG10-BUFO
9
13
BSG10-BUMPER
1
14
BSG10-CLAAL
CYL LINK ARM ASSY LEFT
3
15
BSG10-CLAAR
CYL LINK ARM ASSY RIGHT
3
16
BSG10-CROSSL
AUTO GATE FRAME CROSS TUBE ASSEMBLY LEFT
1
17
BSG10-CROSSR
AUTO GATE FRAME CROSS TUBE ASSEMBLY RIGHT
1
18
BSG10-GATE
2
19
BSG10-HGTAL
HORIZ GUIDE TUBE ASSY LEFT
1
20
BSG10-HGTAR
HORIZ GUIDE TUBE ASSY RIGHT
1
21
BSG10-HITCH
1
22
BSG10-HSUPP
HITCH SUPPORT ASSY IOR
1
23
BSG10-JACKC
10 ROW SPEEDY CENTER JACK
1
24
BSG10-JACKF
10 ROW SPEEDY FRONT JACK
2
25
BSG10-JACKR
10 ROW SPEEDY REAR JACK
3
26
BSG10-PTA
A.G. PIVOT TUBE ASSY
2
27
BSG10-SRA
2
28
BSG10-VERTGL
A.G. VERT GUIDE TUBE ASSY LEFT
1
29
BSG10-VERTGR
1
30
BSG-CORNERL
RAIL CORNER WELDMENT LH
1
31
BSG-CORNERR
1
32
BSG-LPBA
2
33
BSG-Tongue38
1
34
BSA10-CLOCK
CYLINDER LOCK ASSY
2
35
1 BSG10-485R
LASER CUT AND FORMED UPRIGHT FORMED MOUNT ARM
1
36
BSG10-485L
LASER CUT AND FORMED UPRIGHT FORMED MOUNT ARM LEFT
1
37
BSG-364
CYLINDER LIFT ARM
6
38
BSG-LIFTM
CYLINDER ARM BUSHING WELDMENT
3
39
BSG-IDLERA
IDLER ARM BUSHING WELDMENT
7
40
BSG-479
BUMPER EXTENSION BRACKET
2
41
BSG-425
HITCH SUPPORT CHANNEL ANGLE
1
42
BSG10-495
Spdy Tongue Roller Wheel Mount Angle
1
43
BSG 10-494
Spdy Tongue Roller Mount Angle
1
44
BSG-404
TRAILER FRAME CROSS PLATE
1
45
BSA5-SA1
10 ROW LOWER SEAT FRAME ASSEMBLY
5
46
IBL-BEA
BACK END V4 ASSY 9" 18 TUBE
2
47
IBL-BMA
BACK MIDDLE GUARD RAIL ASSY
4
48
IBL-BCA
BACK CNTR VERT ASSY 36" 7 TUBE
2
49
IBLA-SA2
1ST ROW GALV BRACE ASSY
6
50
BSG-SA2
2
51
12TF70865E AXLE
2
GENERAL NOT
DIMENSIONS ARE It+INCNEi 11!2., C I JrYCCI
TOLERANCES: LINEAR = 111d (E( 7 F��}--I1 B
ANGIIUR• _ I'
CONFIDENTIAL DRAWING.
DRAWN BY
INFORMATION IS NOT TO BE COPIED OR
DISCLOSED TO OTHERS WITHOUT
APPROVED
CONSENT OF KAY INDUSTRIES.
SPECIFICATIONS SUBJECT TO CHANGE
ASTSAVEC
WITHOUT NOTICE
i so ALE REV 8 K Industries, Inc.
BGS 3/16/2017 DESC: SPEEDY BLEACHER 10 ROW 45LONG
MATL:
Brent 3/16/2017 PART NO: SPBL451OF448AHR
Exhibit A I ARCHITECTURAL DRAWING SET
Specs w/Options 1 1 /2" x 3" x 3/16" Steel Tube
30' (9.15 m) (153 Net Seats) SPBL30F448AHR-9470 lbs. (4295 kg.) Railing Uprights
39' (11.89 m) (207 Net Seats) SPBL40F448AHR-11480 lbs. (5207 kg.)
45' (13.72 m) (253 Net Seats) SPBL45F448AHR-12390 lbs. (5620 kg.) V Diameter Railing Tube
All sizes are 102" (2.59m) Wide and Aluminum Riser Plank.,
12'-7" (151")-(3.4m)High When folded for Transport ,
3" Sq. Steel Tube-,.
Railing Folds Automatically with Seats
1.66" O.D. Steel Tube
Aisle Handrails
ICC Compliant (W/2 Aisles)
IBC Compliant 2009
V 111! �EI�
WE
5" x 2 3/4" x 1 /4"I�M F 5/16" Ball Hitch
Aluminum Channel f
2" x 10" x 3/16" Aluminum Angle
2" x 10" Nominal Aluminum Plank
(2) 7,000 lb. Cap. Torflex
L Electric brakes Both Axles
--9.50 x 16.5 Load Range E Tires
231 "
@ Kay Park Rec
0
Exhibit AA I BLEACHER SPECIFICATIONS
SPECIFICATONS
1112015
Speedy Bleacher Mobile Bleacher System
Unfolded
Folded
Seating
Row
Static Jack
For use
For Towing
Capacity Length
Load Cap.
Width Length
Width Length
Height
9 Row Models
SPBL3009F448AHR
156
30'
140,000#
17' 4" 31' 6""
102" 35' 1"
10' 6"
SPBL4009F448AHR
210
39'
210,000#
17' 4" 41' 6"*
102" 45' 1"
10' 6"
SPBL4509F448AHR
256
45'
210,000#
17' 4" 46' 6"*
102" 50' 1"
10' 6"
10 Row Models
SPBL301OF448AHR
163
30'
140,000#
19' 4" 31' 6"'
102" 35' 1"
12' 9"
SPBL401OF448AHR
233
39'
210,000#
19' 4" 41' 6"*
102" 45' 1"
12' 9"
SPBL451OF448AHR
273
45'
210,000#
19' 4" 46' 6"
102" 50' 1"
12' 9"
• Telescoping tongue pushed in.
Frame Main Frame is two 16" rolled steel "I" beams, (weight 26 lbs. per lineal foot.) Folding section
is 6061 T6 heavy duty high tensile tempered aluminum.
Seating Frames are a welded assembly of 3"x 3" square tubes and 1 3/4"x 1 3/4" angle iron.
All steel parts are hot dip galvanized after fabrication.
Width 102" (Which is the current standard width for trailers.)
Row Spacing 24" row spacing is standard in the bleacher industry to provide adequate knee room.
Seat Boards Nominal 2" x 10" anodized (204 R1) aluminum 6063 T6
Foot Boards Nominal 2 " x 10" mill finish aluminum 6063 T6 (Better traction than anodized aluminum,
especially when wet.)
Risers See option F4 for risers and double footboards.
Guard Rails Vertical steel baluster bars, w/ 3 7/8" openings (Patent No. 404-141) are galvanized after
fabrication. Guard rails across the back and down the sides to include the third row seat.
Guardrail folds with seats automatically.
Hitch 2 5/16" ball type standard (pintle type optional) with heavy safety chains and emergency
break -away cable and switch. Fully adjustable to match height of hitch on towing vehicle.
Suspension 14,000 lb. (tandem 7,000 lb.) shock absorbing rubber torsion axles (leaf springs not
acceptable) for smoother, quieter towing and less wear and tear.
Brakes Electric brakes on all four wheels with emergency breakaway cable and switch
Tires Load range "E", ST235/R16E (Heavy duty trailer tires)
Towing Electrical Meets 49 CFR Code of Federal Regulations) arts applicable to trailers including, but not
limited to: stop, clearance, turn signal, license bracket lights, conspicuity markings, 12 volt
cable connector and safety break -away cable for brakes and is held in place on the tongue
with magnets to avoid dragging on the ground.
Exhibit AA I BLEACHER SPECIFICATIONS
Leveling Jacks Leveling and stabilizing jacks are large semi -trailer type, each with 35,000 lbs. capacity.
Telescoping tubes are 4-3/8" square steel with a large one -foot square steel pad on the
bottom. (144 sq. in. ground contact when set.) These are rigidly mounted to the main frame
(no swivel jacks) to give extremely high sway -load capacity when loaded with people. (Patent#
6,499,258).
SPBL30 & SPBL3010 have 4 jacks, each has a 35,000 lbs. capacity, total 140,000 lbs.
SPBL40 & SPBL4010 have 6 jacks, each has a 35,000 lbs. capacity, total 210,000 lbs.
SPBL45 & SPBL4510 have 6 jacks, each has a 35,000 lbs. capacity, total 210,000 lbs.
Jack Operation Leveling jacks are all operated from a FULL UPRIGHT standing position. All from the back
side of the bleacher. (No stooping or kneeling to operate numerous small jacks)
A separate tongue jack is not needed.
Operation 40' long push button remote control cord allows operator full view to safely fold or unfold the
bleacher
Power 12 volt electrically controlled hydraulic operating system allows complete
set up in only 7 to 10 minutes. Includes 40 ft. control cord, 12 volt deep
cycle battery for 15 to 20 up -down cycles, indicator gauge shows remaining
battery power, main circuit on -off switch to protect the system, automatic
battery charger and 12 volt DC powered hydraulic_ pump. All this is housed
in a lockable aluminum box with gas spring lid.
Operation Manual 2 operation manuals are supplied
Set -Up Complete set-up takes 7 to 10 minutes - no hand or power tools are
required.
On -Site Training A factory representative will give a full demonstration at time of delivery.
Weight 9 Row
SPBL3009F448AHR 8,915lbs.
SPBL4009F448AHR 10,630lbs.
SPBL4509F448AHR 11,960lbs.
10 Row
SPBL301OF448AHR 9,500lbs.
SPBL401OF448AHR 11,400lbs.
SPBL451OF448AHR 12,590lbs.
Engineering Speedy Bleachers are designed to meet the IBC 2012 and ICC300 Codes
Options WC, option adds Double Wheelchair Space cutout of the 1st & 2nd row. Adds 30 lbs. Reduces
seating by 6 seats.
Code requirements and their interpretation, application and variances are determined by local authorities. Applicable
codes can vary by local jurisdiction. Speedy Bleacher Corp., Kay Park-Rec Corp., nor any of its' representatives have
authority to interpret or apply codes. The owner is responsible for compliance with applicable codes.
Warranty: Three year manufacture warranty.
SPEEDY BLEACHER CORP.
KAY PARK -RECREATION CORP. — JANESVILLE, IA 50647
1-800-553-2476 www.kaypark.com
'Specifications subject to change without notice
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�SI HOCKEY EXPANSION AREA —- POWER EASEMENT 10
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ELECTRIC EASEMENT
LEGEND
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EXISTING SETBACK EXISTING STRUCTURES
CR 1. RIGHT OF WAY Oj T%F TR"F.ygPY
R—FIGHTOFWAY PROPOSEDSTRIJ TU
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! PROPOSED AND E%ISTNG
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SITE LAYOUT NOTES GENERAL NOTES
1 THE CONTRACIORSHALL BE RESPONSIBLE FOR STAKING BOTH LINE ANDGRADE ANY
DISCREPANCIES, ERRORS OR OMISSIONS ON THE CONSTRUCTION DRAW NGS SHALL BE BROUGHT
TO THE ATTENTION OF THE OWNERS REPRESENTATVE
Z THE CONTRACTOR SHALL STAKE ALL KEY AREAS AND SHALL RECEIVE APPROVAL FROM THE
ONNVERS REPRESENTATIVE PRIOR TO PROCEEDING WTH CONSTRICTION
3 REFER TO SITE SURVEYFORADDTONALINFORMATON CONTTUCTORTOFlELDVERFYE%ISTNG
CONDITIONS PRIOR TO BIDDING OR PERFORMING ANY C nFlUCTGN OPERATIONS
A PROVIDE PROTECTIVE BARRIERS,FENCING,ETC. AS REWIRED BY THE GAAFIELD COUNTY PLANS
ANDSPECIFICATONS
5 BE FORE CONSTRUCTION. LOCATE ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES WITH
RESPECTIVE UTILITY COMPANIES
5 CONTRACTOR TO REPAIR ANY ASPHALT, CONCRETE AND OTHER SIZE IMPROVEMENTS CAMAGED
DURING CONSTRUCTION AT NO ADDITIONAL COST TO O.MJER
T CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS OR LICENSES REQUIRED FOR
THE PERFORMANCE OF THE WORK AS APPLICABLE TO THIS PROJECT
B ADDITONALLAVWTINFORMATONWLLBEPRONDEDTOTHECONTRACTORPRIORTO
CONSTRUCTION AS NEEDED ELECTRONIC FILES MAY ALSO BE OBTAINED BY THE CONTRACTOR
FOR LAYOUT PURPOSES
9 DUE TO SCALE OF DRAWNGS, NOTALL CONDITONSATEMS CARRY A DETAIL CALLOUT ON THE
PLAN THIS DOES NOT EXCLUDE THIS CONDITIONATEM FROM THE PROJECT
W
1 ARISDICRMLSANDNPRTECTIO REQUIREMENTS, AND
LOCAL ILTONAL FIRE PROTECTION REWIREMENTS, ANC APPLICABLE STATE AND
LOCAL STANOARDSANDSPECIFICATgM SH E(i)TRACTQRSHALLHAVEIN
POSSESSION AT THE JOB SITE AT ALL TIMES ONE (T SIGNED LOPE OF APPROVED
PLANS C O TRACTOR T ALL TIME SPER THE A MAINTAIN E RISDIC CY ACCERE
ROUTER IDTHESITE AL TIMESPER THE APPLICABLE JURISDICTIONAL FlRE
PROTECTION pSTRICT REQUIREMENTS
Z CONTRACTOR SHAI.LNOTWLLFULLYPROCEEDWTHCONSTRUCTONASDESIGNED
WHEN IT IS OBVIOUS THAT UNKNOV.M OBSTRUCTIONS, AREA DISCREPANCIES ANDAR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN
SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
DWMER THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY
REWSIONS DUE TO FALURE TO GIVE SUCH NOVFICATONS
3 THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES,
LICENSES, STANGARD SPECIFICATIONS, PERMITS, BONDS, ETC, WHICH ARE
NECESSARY TO PERFORM THE PROPOSED NARK, INCLUDING, BUT NOT LIMITED TO
COLORADO DEPARTMEM OF HEALTH AND ENVIROMAENT (LDPHE) STORM WATER
DISCHARGE PERMITASSO l—D W TH CONSTRUCTION ACTIVITY
N THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS ATAND ADJACENT TO THE JOB SITE, INCLUDING SECURITY AND SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE NORK THE
CONTRACTOR SHALL ERELTAND MAINTAIN ALL PROTECTIVE DEVICES AS NECESSARY
CA REQUIRED TO PROTECT ALL PERSONS ON THE SITE THROUGHOJTTHE DURATION
OF THE PROJECT
5ALLEI(ISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY
PROTECTED FROM DAMAGE DURING CONSTRUCTION AND DEMOLITION OPERATIONS
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO THE ORIGINAL
CONDITION ANY EXISTING ITEMS THAT ARE GARAGED OR DISTURBED IN ANY WAY DUE
TOCONSTRUCTIONREIATEDACTWTIES ALLMATERIALSTO BEREUSEDGR
SALVAGED SHALL BE STORED IN AN AREA DESIGNATED BY THE ONMER FOR THAT
PURPOSE ALLSALVAGEDMATERIALSSR LREMAINTHEPROPERTYOFTHE—ER
6 ALLMATERIALS SPECIFIEDTOBE REMOVEDSHALLBE DSPOSEDOFOPFSITE PER
LOCAL CODES AND REGULATIONS
T EXISTING UTILITIES ARE SHOWTN IN APPROXIMATE LOCATIONS BASED ON INFORMATION
BYOTHERS NOTALLUTILITIESIAAYBESHOWN THECONTRACTOFSHALLDETERMINE
THE EXACT LOCATION OF ALL EXISTING U ILITES WHETHER SHOWN OR NOT BEFORE
COMMENCINGWORK THECOYTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION
CENTER OF COLOM 014N }R}-TNT. W.MV.UNCC.ORG) TGl TE1W4
MALBI
PUBLICUTLITES TICQChTAACFORS LIMMEDIATELY fOITMCTOWRi`l
DISCOVERY OF A UnnUTY DISCREPANCY OR CONFLICT AT LEAST NB HOURS PRIOR TO
CONSTRucTm
{ SITE ACCESS, STAGING AND STORAC2,Al UDCn ON OF VEHICLE TRACKING PADS,
EROSION CONTROL MEASURES, ANDCOMf1AUCTlpJ LIMITS SHALL BE VERIFIED
DURNG PRECONSTRUCTONMEETNGS WITH THE OWNER CONSTRUCTONACTVry
SILK wIIEsrwiotoAPPRCVE7ARl DOpAWHTEowml TON
gEdAIF]�AFI LIKTL aiiRGT1TAN. BAIYME ITCNIy. PROTECTON DF ITEMS TO
REMAIN W TH OWNER DURING THE PRE—NSTRUCTON MEETING
{ DUE TO THE NATURE OFTIE WORK IDENTIFIEDIN THIS PERMITAPPLIWTON.
OF UNOWATERNANAGEMENTISNOTEXPECTEDTOBENECESSARY SHOULD
GROUNDWATER BE ENCOUNTERED DURING GRADING OPERATIONS, A SPECIFIC
GROUNDWATERMANAGEMENT PW SHALLBEDEVELOPEDTOMITIGATEFORWATER
YNTHIN T11E CONSTRUCTION AREAAND TO ELIMINATE PNY FLOODING, EROSION, IX
BEDIMENTATON CFF PROPERTY OR INTO WATERWAYS AND V4£TWNOS
19 THE CONTUCTIR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT
CONTROLMEASURESINACCORDANCE WTHTHELOCALN ISDICTON,ANDSTATECF
COLORADO SWMP REQUIREMENTS
11 ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER BEFORE PROCEEDING WTIH NARK
12 COMPLETE THE WORK USING SKILLED PERSONNEL PROFICIENT IN THE TRADES
REQUIRED IN A NEAT, ORDERLY AND RESPONSIBLE MANNER WITH RECOGNIZED
STANDARDSOFNARIVMANSHIP INSTALLER SHALLHAVE NO LESS THAN FIVE YEARS
SUCCESSFUL EXPERIENCE WITH INSTALIATION OF SIMILAR WORK
13 PROTECTELLTREESANDALLVEGETATONDESIGNATEDTOREMAIN PLACE
CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS IN OR NEAR THE WORK
ZONE WATERTREEE IN THE WORK ZONE WEEKLY HANDEXCAVATONREOUIREDAT
ROOTZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN p IPLINE OF
TREES
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