HomeMy WebLinkAboutBID - 7018 FENCING CONTRACT ANNUAL (2)City of
Fort Collins
Purchasing
Financial Services
Purchasing Division
215 N. Mason St. 2n' Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgo v. com/purchasing
INVITATION TO BID
7018 Fencing Contract Annual
BID OPENING: 3:00 P.M. (our clock), March 16, 2009
The City of Fort Collins is requesting bids for a Service Provider to perform various fencing services.
Some of these would be chain link fencing including backstops and various height fences and gates,
western rail, plastic coated chain link, field fence, PVC fence and others.
Sealed bids will be received and publicly opened at the office of the Director of Purchasing and Risk
Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the
time and date noted on the bid�roposal and/or contract documents. If delivered, they are to be sent
to 215 North Mason Street, 2" Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O.
Box 580, Fort Collins, 80522-0580.
A pre -bid meeting is scheduled for Tuesday, March 3, 2009 at 10:00 a.m. at 215 N. Mason,
Fort Collins, Colorado.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), March 16, 2009.
Questions concerning the scope of the bid should be directed to Project Manager Eileen Scholl,
(970) 416-2062 or email at eschollOfcgov.com.
Questions regarding bid submittal or process should be directed to John D. Stephen, CPPO, Senior
Buyer, (970) 221-6777 or e-mail at jstephen@fcgov.com.
A copy of the Bid may be obtained as follows:
Download the Bid from the Purchasing Webpage, Current Bids page, at:
http://fcciov.com/eprocurement
2. Come by Purchasing at 215 North Mason St., 2nd floor, Fort Collins, and request a
copy of the Bid.
Special Instructions
All bids must be properly signed by an authorized representative of the company with the legal
capacity to bind the company to the agreement. Bids maybe withdrawn up to the date and hour set
for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into
contract or honor the purchase order will be cause for removal of supplier's name from the City of
Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may
also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of
forty-five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained
in the City's specifications initially provided to the bidder. Any proposed modification must be
accepted in writing by the City prior to award of the bid.
10. Fabric will be 9 gauge K.K.
11. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
12. Fabric will be hung on the inside of the field.
13. Fabric knuckles will not extend above rails.
14. The gap between the bottom of the fabric and the concrete mow strip will be no more
than 1 1/2".
15. 7 gauge coil spring wire will be stretched between posts at ground level.
16. Fabric will be secured to coil spring with 9 gauge hog rings.
6. GATES:
1. Fabric will be 9 gauge K.K. with knuckles not extending above the rail.
2. Rails will be 1 5/8" throughout.
3. All rails will be welded.
4. Paint all welds w/grey galvanized paint and silver spray to match rails.
5. Gates will be hung on 2 7/8" O.D. schedule 40 galvanized posts in 9" diameter holes..
6. Posts will be set 36" deep in 3000 psi concrete.
7. On 6 ft gates, use 3/8" truss rod w/tightener.
8. Latches will be fulcrum style latch as manufactured by DAC Industries or approved
equal.
10
26' Backstops
26'
9 gauge
18'
9 gauge
—10'
,,6 gauge
— 5'
2'
t t
1
Area between backstop & dugout Backstop
Note: Rail 1 is 2"
above ground level
20' Backstops
R11
9 gauge
109
gauge
5'
2'
t t
Area between backstop & dugout Backstop
Note: Rail 1 is 2"
above ground level
r
4 FT GATE
4 It
13
aries
12 FT SERVICE GATE
2 ,t
5. FABRIC ONLY SPECIFICATIONS:
10' 6 gauge with top, middle and bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be 6 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10' 9 gauge with top, middle and bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
8' 6 gauge with top, middle and bottom rails
1. Section will be 8 ft. in height.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
8' 9 gauge with top rail only
1. Fence will be 8 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be hung on the inside of the field.
5. The gap between the bottom of the fabric and the concrete mow strip will be no more
than 1 1/2".
6. Two 7 gauge coil spring wire will be stretched between posts at ground level and 4'
above ground level.
7. Fabric will be secured to coil spring with 9 gauge hog rings.
8. Fabric will be stretched as tight as possible without distorted fence fabric.
6' 9 gauge with top rail only
1. Fence will be 6 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be hung on the inside of the field.
5. Fabric knuckles will not extend above rails.
6. The gap between the bottom of the fabric and the concrete mow strip will be no more
than 1 1/2".
7. 7 gauge coil spring wire will be stretched between posts at ground level.
8. Fabric will be secured to coil spring with 9 gauge hog rings.
9. Fabric will be stretched as tight as possible without distorted fence fabric.
15
5' 9 gauge with top rail only
1. Fence will be 5 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be hung on the inside of the field.
5. Fabric knuckles will not extend above rails.
6. The gap between the bottom of the fabric and the concrete mow strip will be no more
than 1 1/2".
7. 7 gauge coil spring wire will be stretched between posts at ground level.
8. Fabric will be secured to coil spring with 9 gauge hog rings.
9. Fabric will be stretched as tight as possible without distorted fence fabric.
10' tennis vinyl coated 2" 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10' tennis vinyl coated 1 3/4" 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10' tennis vinyl coated 1 3/4" 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
16
SPECIFICATIONS FOR FIELD FENCING
1. FIELD FENCE
a. Posts will be 5" diameter and 8' long.
b. Posts will be set a minimum of 36" with aggregate base below bottom of post.
c. Posts will be set in 12" holes with 3000 psi cement or direct pounded in.
d. Posts will be set on 8' centers
e. Posts will be cedar or treated lumber approved by the city, i.e. ACQ.
f. Fabric will be 48" high galvanized 2" X 4" twisted joint (not welded) non climb horse
fence.
g. Staples will be 1 1/2" long #9 galvanized.
h. Fabric will have a maximum gap of 3" from ground level.
2. BRACE SECTIONS
i. Posts will be on 8' center with a 41/2" minimum diameter mortise, 1" W/2 — 20D
spikes.
j. There will be 2 diagonal crossing brace wires consisting of 2 strands each of #12
galvanized wire twisted tight, all wires ends will go around post, be stapled to post
and wrapped around itself a minimum of 2 times.
k. Maximum length of fence without corner section, end section or brace section will be
1,000 ft.
17
8'-O"
5" DIA. PRESSURE TREATED
WOOD POST, ROUND
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IN
UNDISTURBED
■EARTH
■
-COMPACTED SUBGRADE
CONCRETE
AGGREGATE BASE
48" HIGH, GALVANIZED, 2" x 4" TWISTED
JOINTS (NOT WELDED) NON -CLIMB HORSE
FENCE, STAPLES: 14" LONG, #9 GA. GALV.
48., NOTE: ALL LUMBER TO BE CEDAR
OR TREATED WOOD WITH
PRODUCT APPROVED BY
THE CITY I.E. ACQ.
3" MAX.
00
48"
3" MAX.
3' MIN,
8.-0"
11
4 1 /2" MIN. DIA, MORTISE
1 " W/2-20D SPIKES
UNDISTURBED
EARTH
COMPACTED SUBGRADE
CONCRETE
AGGREGATE BASE
48" HIGH, GALVANIZED, 2" x 4" TWISTED
JOINTS (NOT WELDED) NON -CLIMB HORSE
FENCE, STAPLES: A— LONG, #9 GA. GALV.
2 STRANDS #12 1/2 GA. GALV. WIRE, TWISTED
TIGHT. ALL WIRE ENDS SHALL GO AROUND
POST, BE STAPLED TO THE POST, AND WRAP
AROUND ITSELF A MIN. OF 2 TIMES.
NOTE: ALL LUMBER TO BE CEDAR
OR TREATED WOOD WITH
PRODUCT APPROVED BY
THE CITY I.E. ACO.
NOTE: MAXIMUM LENGTH OF FENCE WITHOUT A CORNER SECTION, END
SECTION, GATE SECTION OR BRACE SECTION SHALL BE 1,000 FT.
I
rn
Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly
identified by the bid number and bid name contained in the bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm or
corporation in default on any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
Bidders must be properly licensed and secure necessary permits wherever applicable.
Bidders not responding to this bid will be removed from our automated vendor listing for the subject
commodities.
The City may elect where applicable, to award bids on an individual item/group basis or on a total
bid basis, whichever is most beneficial to the City. The City reserves the right to acceptor reject any
and all bids, and to waive any irregularities or informalities.
Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have a
financial interest in the sale to the City of any real or personal property, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision -
making authority concerning such sale or any supervisory authority over the services to be rendered.
This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity, favor,
entertainment, kickback or any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight
charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not
entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with
the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing
Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and reported
to authorities as such. Your authorized signature of this bid assures that such bid is genuine and is
not a collusive or sham bid.
Bid results: for information regarding results for individual bids send a self-addressed, self -stamped
envelope and a bid tally will be mailed to you. Bid results will be posted in our office 7 days after the
bid opening.
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing and Risk Management
whore rortowal is a way of life
NOTE: WHERE FENCE IS PROPOSED ADJACENT TO SIDEWALK, FENCE MUST
OFFSET 2' FROM BACK OF WALK. INSTALL 3" GRAVEL MULCH
OVER WEED BARRIER BETWEEN FENCE AND WALK.
5"
INSTALL
MULCH 0`
BETWEEN
CONCRETE
SIDEWALK
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SPECIFICATIONS FOR 6' CEDAR FENCE
CEDAR FENCE
1. Posts will be 4" X 4" x 8' Stb cedar full cut.
2. Rails will be 2" x 4" x 8' Stb cedar full cut.
3. Posts will be set a minimum of 24" with aggregate base below bottom of post.
4. Posts will be set in 10" holes with 3000 psi cement.
5. Posts will be set on 8' centers
6. Pickets will be 1" x 4" x 6' or 1" x 6" x 6' #1 Premium Select (2 face) cedar.
7. Pickets will be attached with 6-d galvanized nails.
8. Rails will be attached with 16-d galvanized nails.
9. There will be three 2" x 6" cedar rails.
10. Fence will have a maximum gap of 3" from ground level.
11. Where fence is adjacent to sidewalks, fence will be set back 2 feet from the sidewalk.
21
6 FT CEDAR FENCE
r81t MAX.
CONCRETE -1 r 1XS BOARD no t cedar two face CONCRETE —1 3000 pal
POS
M
BOAF
k-
(SIDE VIEW
4X4 POST atb cedar Z- 2X4 BOARD atb cedar 4X4 POST
(PLAN VIEW
-qt0 in -4 6-
(ELEVATION VIEW)
22
SPECIFICATIONS FOR SINGLE RAIL FENCE
SINGLE RAIL FENCE
1. Posts will be 5" diameter 6' long treated lumber approved by the city, i.e. ACQ with
smooth rounded tops.
2. Posts will be set a minimum of 30" with aggragate base below bottom of post.
3. Posts will be set direct pounded in or set in 3000 psi concrete in 10" holes.
4. Posts will be set on 8' centers
5. Rail will be 4" diameter 10' long untreated lumber.
6. Rails will be attached with 5" lag screws, hot dipped galvanized or stainless steel.
7. The rails will extend 12" past the post.
8. The top of the top rail will be 3'-3" from ground level
9. The bottom of the bottom rail will be 2'-7" from ground level.
23
12" OVERLAP FROM
CENTER
�—
SMOOTH
TOP
ROUNDED POST
ATTACH
RAIL TO POST
/
WITH 5"
LAG SCREW
4" ROUND RAIL X 10'
(UNTREATED)
5" ROUND POST
(TREATED - ACQ)
EMBED POSTS 2'-6" MIN
_I- L
INTO COMPACTED
SUBGRADE OR SET IN
CONCRETE
I-- -�_ COMPACTED SUBGRADE
NOTE:
1. ATTACH RAILING TOWARDS PARKING.
SINGLE RAIL FENCE
cm
SPECIFICATIONS FOR WESTERN 2-RAIL OR 3-RAIL FENCE
WESTERN RAIL FENCE
1. Posts will be 6" diameter treated lumber approved by the city, i.e. ACQ with smooth
rounded tops and 5' long for 2-rail and 6 1/2' long for 3-rail.
2. Posts will have 2 9/16" diameter round holes bored through post for the rails with the
first hole 6" from the top and then 15" on center for remaining rails.
3. Tenon ends are 2 1/2" diameter and 2 1/2" long not including the 60 degree shoulder.
4. Posts will be set a minimum of 24" with aggragate base below bottom of post.
5. Posts will be set in holes 2 times the post diameter with 3000 psi cement.
6. Posts will be set on 8' centers
7. Rails will be 4" diameter, round ends beveled.
8. There will be two or three rails.
9. Where fence is adjacent to sidewalks, fence will be set back 2 feet from the sidewalk.
25
NOTE: *WHERE FENCE IS PROPOSED ADJACENT TO PUBLIC SIDEWALK,
FENCE MUST BE OFFSET 2' FROM WALK
*1ST RAIL WILL BE 6" FROM TOP AND SECOND RAIL WILL BE 15" ON CENTER.
HEIGHT
VARIES
SEE PITCHED
PLAN SURFACE
i TO DRAIN
6" DIA. APPROVED TREATED
WOOD POST, ROUND
2 9/16" DIA. ROUND HOLE
BORED THROUGH POST
4" DIA. WOOD RAILS,
ROUND ENDS BEVELE
UNDISTURBED EARTH
COMPACTED SUBGRADE
CONCRETE
AGGREGATE BASE
9
SPECIFICATIONS FOR PVC FENCE
PVC FENCE
1. PVC fence shall be Bufftech Post & Rail system or equivalent.
2. Posts will be 5" x 5" diameter white PVC with caps.
3. Posts will be set a minimum of 24" with aggragate base below bottom of post.
4. Posts will be set in holes 2X the diameter of the post with 3000 psi concrete and
surface pitched so it will drain.
5. Posts will be set on 8' centers
6. Rails will be 1 1/2" X 5 1/2" white ribbed PVC.
7. There will be 3 rails.
2. PVC FENCE WITH WIRE FABRIC
1. PVC fence shall be Bufftech Post & Rail system or equivalent.
2. Posts will be 5" x 5" diameter white PVC with caps.
3. Posts will be set a minimum of 24" with aggragate base below bottom of post.
4. Posts will be set in holes 2X the diameter of the post with 3000 psi concrete and
surface pitched so it will drain.
5. Posts will be set on 8' centers
6. Rails will be 1 1/2" X 5 1/2" white ribbed PVC.
7. There will be 3 rails.
8. There will be 2" X 4" welded wire fabric attached to the inside (lot) side of the fence.
27
NOTE: WHERE FENCE IS PROPOSED ADJACENT TO PUBLIC SIDEWALK,
FENCE MUST BE OFFSET 2' FROM WALK
5" x 5" WHITE PVC POST
/ --1 1 /2" X 5 1 /2" WHITE PVC RAIL RI�BED, TYP.
HEIGHT
VARIES
SEE
PLAN
PITCHED SURFACE
TO DRAIN
UNDISTURBED
COMPACTED SUBGRADE, DIA. = 2X
CONCRETE
AGGREGATE BASE
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N
NOTE: WELDED WIRE TO BE ATTACHED TO INSIDE SURFACE (LOT SIDE)
OF RAIL FENCE.
?" x 4" WR nFn WIRF
11
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N
BID PROPOSAL
7018 FENCING CONTRACT ANNUAL
BID OPENING: March 16, 2009, 3:OOP.M. (our clock)
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR
FENCING - Annual Bid PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS:
The City of Fort Collins is requesting bids for a Service Provider to perform various fencing services.
Some of these would be chain link fencing including backstops and various height fences and gates,
western rail, plastic coated chain link, field fence, PVC fence and others. Needed services during
the contract period will be requested through issuance of work orders. There is no guaranteed
minimum amount of services to be ordered. No work order exceeding $75,000 will be issued. The
City reserves the right to supply any or all materials.
Awarded contractor must enter into the attached service agreement (for your review) and provide
the required insurance (Exhibit B). This agreement is effective for one year from the date on the
service agreement. At the option of the City, the Agreement may be extended for additional one
year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated
by and agreed to by both parties and may not exceed the Denver - Boulder CPI-U as published by
the Colorado State Planning and Budget Office. Written notice of renewal shall be provided to the
Service Provider and mailed no later than ninety (90) days prior to contract end.
A pre -bid meeting is scheduled for Tuesday, March 3, 2009 at 10:00 am at 215 N Mason,
Conference Room 1 B, Fort Collins, Colorado.
Service Provider to:
A. Provide services as described above, as set out in specific work orders.
B. Carry insurance levels as required in the attached Services Agreement.
C. Clean-up each job site at the end of each day and at work completion.
D. Maintain a local phone number, and must be able to be reached by telephone
during prescribed business hours.
2. Qualifications of Bidder:
A. Qualified bidder must have minimum of five years as a fencing contractor.
B. Qualified bidder will supply with bid, 3 references specific to backstop and ballfield
fencing installation. Bidder to supply other references upon request. References
must include contact name, date when work was completed and type of work.
C. Qualified bidder shall have sufficient manpower and equipment to accomplish said
work in the required time. This includes the ability to bore necessary holes through
frost.
3
SPECIFICATIONS FOR WIRE FENCE
WIRE FENCE
1. Posts will be 7' metal t-posts #133 with the top of post 54" from ground.
2. Posts will be set a minimum of 30" into undisturbed soil.
3. Posts will be set on 16' centers.
4. There will be four strands of 121h gauge twisted barbless cable with two galvanized
metal stays placed equally between posts.
5. Top wire will be 48" from ground.
6. Bracing will be provided every 80 rods or 1,320 ft and at corners.
30
T-00CTC IA' nhl PV'"TM
UO.M.
PROVIDE BRACING EVERY 80 RODS OR
1,320 FT AND AT FENCE CORNERS
T-POSTS
BARBLESS CABLE
M
SPECIFICATIONS FOR METAL STOCK GATES
LIGHT DUTY GATES
a. Gates will be made of 1 5/8" diameter 18 gauge round steel.
b. They will be six rail gates with a height of 50".
c. Posts will be set a minimum of 36" into undisturbed soil surrounded by 3" of 3000 psi
concrete.
d. Posts will be 8" diameter steel or 8" treated lumber approved by the city, i.e. ACQ.
e. They will have zinc plated hinges, 5/8" x 12" zinc plated bolt hooks and chain latch.
f. Gates are finished with powder coated paint.
2. HEAVY DUTY GATES
a. Gates will be made of 2" diameter round steel with 16 gauge frame and 18 gauge
filler tubes.
b. They will be six rail gates with a height of 50".
c. Posts will be set a minimum of 36" into undisturbed soil surrounded by 3" of 3000 psi
concrete.
d. Posts will be 8" diameter steel or 8" treated lumber approved by the city, i.e. ACQ.
e. They will have zinc plated hinges, 3/4" x 12" zinc plated bolt hooks and chain latch.
f. Gates are finished with powder coated paint.
32
180 DEGREE HINGE-
8" DIA. METAL OR ACQ TREATED- POST
loll;Mv/--1 NI
mm
�mim■■
mmm�E_
r
'1 III—I1�
COMPACTED SUBGRADE
-,' -I i �-
—LATCH
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SPECIFICATIONS FOR CANTILEVER GATE SYSTEMS
CANTILEVER GATES
1. Gates will be made of galvanized steel, top and bottom rails will be 2 3/4" and the
vertical and horizontal rails will be 2".
2. The gate length will be 1 '/z X the span of the gate opening.
3. The width of the gate opening will be covered with 9 gauge galvanized chain link
fence fabric.
4. Half the width of the gate opening will be just frame and no fence fabric.
5. 4" diameter posts will be set a minimum of 48" into undisturbed soil in 18" holes with
3000 psi concrete.
6. Gate rollers will be high density nylon rollers with sealed bearings, Guidance System
Tru Trac Rollers or approved equal.
OPERATOR
1. Operator shall be a Chamberland Model SL 595 "Slide".
2. Operator shall have a 1 or 1.5 HP motor as specified.
3. It will include the necessary safety loops.
4. It will include one free exit loop.
5. Electric will be done by others.
34
Cantilever Gates Top and bottom rails will be 2 3/4' gals.
ver Tical antl plagonal rails will be e- gaiv.
Posts will be 4' galy. set In 18' holes 4' deep
Rollers will be Guidance Systems Tru Trac Roller or approved equal
SPECIFICATIONS FOR SWINGING POWERED GATE
SWINGING GATES
OPERATOR
a. Gates will be medium to heavy duty cattle or stock gates.
b. The gate length will vary up to 14 feet per panel and weigh no more
that 400 lbs.
c. 4" diameter schedule 40 galvanized posts or 1/4' walled 4" square
tube, primed and painted, will be set a minimum of 48" into
undisturbed soil in 18" holes with 3000 psi concrete.
a. Operator shall be an Apollo Model 1550ETL Single Swing or Model
1650ETL Dual Swing Gate Operator
b. It will include the necessary safety features
c. It will include one free exit loop.
d. If electric, electrical connections will be done by others.
e. If battery powered, it shall have a solar panel and automatic
sequencing charger system. Solar panel shall be installed outside
of the vertical plane of the entrance, so as not -to be damaged by
high profile vehicles entering through the gate.
f. If required, system shall use Multi -Code keyless entry pad, Multi -
Code Model 1099 radio control, Grasslin FM/1 digi 42 electronic
time switch, Fire Strobe Opticon system, and/or Access Control
SOS II Public Safety Access system.
KM
SERVICES AGREEMENT
WORK ORDER TYPE
THIS AGREEMENT made and entered into the day and year set forth below, by and between THE
CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the
"City" and hereinafter referred to as "Service Provider".
W ITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by and
between the parties hereto as follows:
1. Services to be Performed.
a. This Agreement shall constitute the basic agreement between the parties for services
for . The conditions set forth herein shall apply to all services performed by the Service
Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by
the parties from time to time. Such Work Orders, a sample of which is attached hereto as Exhibit
"A", consisting of ( )page(s) and incorporated herein bythis reference, shall
include a description of the services to be performed, the location and time for performance, the
amount of payment, any materials to be supplied by the City and any other special circumstances
relating to the performance of services. No work order shall exceed $ . The only services
authorized under this agreement are those which are performed after receipt of such Work Order,
except in emergency circumstances where oral work requests may be issued. Oral requests for
emergency actions will be confirmed by issuance of a written Work Order within two (2) working
days.
b. The City may, at any time during the term of a particular Work Order and without
invalidating the Agreement, make changes within the general scope of the particular services
assigned and the Service Provider agrees to perform such changed services.
37
2. Changes in the Work. The City reserves the right to independently bid any services
rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this
Agreement shall obligate the City to have any particular service performed by the Service Provider.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated as specified by each written Work Order or oral
emergency service request. Oral emergency service requests will be acted upon without waiting for
a written Work Order. Time is of the essence.
4. Contract Period {Option 11 This Agreement shall commence upon the date of
execution shown on the signature page of this Agreement and shall continue in full force and effect
for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the city,
the Agreement may be extended for an additional period of one (1) year at the rates provided with
written notice to the professional mailed no later than 90 days prior to contract end.
4. Contract Period. [Option 2] This Agreement shall commence 200 and
shall continue in full force and effect until 1200 , unless sooner terminated as
herein provided. In addition, at the option of the City, the Agreement may be extended for additional
one year periods not to exceed ( ) additional one year periods. Renewals
and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder
Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a guide.
Written notice of renewal shall be provided to the Service Provider and mailed no later than 90
days prior to contract end.
5. Delay. If either party is prevented in whole or in part from performing its obligations
by unforeseeable causes beyond its reasonable control and without is fault or negligence, then the
party so prevented shall be excused from whatever performance is prevented by such cause. To
the extent that the performance is actually prevented, the Service Provider must provide written
notice to the City of such condition within fifteen (15) days from the onset of such condition.
38
6. Early Termination by City/Notices. Notwithstanding the time periods contained
herein, the City may terminate this Agreement at any time without cause by providing written notice
of termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days prior to
the termination date contained in said notice unless otherwise agreed in writing by the parties. All
notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to
the following address:
City
City of Fort Collins
Attn :
PO Box 580
Fort Collins, CO 80522
Service Provider
In the event of early termination by the City, the Service Provider shall be paid for services rendered
to the termination date, subject only to the satisfactory performance of the Service Provider's
obligations under this Agreement. Such payment shall be the Service Provider's sole right and
remedy for such termination.
7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price.
The actual amount of work to be performed will be stated on the individual Work Orders. The City
makes no guarantee as to the number of Work Orders that may be issued or the actual amount of
services which will in fact be requested.
8. Payments.
a. The City agrees to pay and the Service Provider agrees to accept as full payment for
all work done and all materials furnished and for all costs and expenses incurred in performance of
the work the sums set forth for the hourly labor rate and material costs, with markups, stated within
the Bid Schedule Proposal Form, attached hereto as Exhibit "B", consisting of two (2) page[s], and
incorporated herein by this reference.
b. Payment shall be made by the City only upon acceptance of the work by the City and
upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies
39
D. The Owner may make such investigation as it deems necessary to determine the
ability of the bidder to perform the work and the bidder shall furnish to the Owner all
such information and data as is reasonably required for this purpose. The Owner
reserves the right to disqualify any bid if the evidence resulting from the Owners
investigation shows, in the opinion of the Owner, that the bidder is not properly
qualified to prosecute the work described herein.
E. Failure to meet the agreed upon milestones, mobilize to an area within 10 days, or
fully complete the work specified date in the Work Order shall result in damages
assessed against the Contractor. At the City's option, liquidated damages in the
amount of $200.00 per day may be retained from any monies due the Contractor, or
the City may retain an additional contractor(s) to complete the work, or portion
thereof, and retain any costs incurred above and beyond the bid prices of the
Contractor from any monies due the Contractor in lieu of liquidated damages.
3. Scope of Work
A. The Contractor shall mobilize to the area within ten (10) working days after receiving
notice to proceed by the Project Manager or as approved by the Project Manager.
Mutually acceptable milestones indicating working days shall be determined by the
City and the Contractor. Any extensions of the time limits set forth above must be
agreed upon in writing by the parties hereto.
B. The Contractor shall be solely responsible for cleaning the job site at the end of each
working day and at work completion.
C. The City may order changes within the scope of the work without invalidating this
agreement. If such changes alter the amount due under the contract documents or
the time required for the performance of the work, such alteration shall be approved
by the parties in writing in the form of a change order.
4. Work Order Procedure:
A. All job estimates must be submitted on a unit price basis consistent with the prices
established in the Bid Schedule section.
B. Contractor will invoice for all jobs completed on a unit price basis with the prices
established in the Bid Schedule section, including appropriate mark up on materials,
if any. Material invoices must be included with the billing invoices or as directed by
the Project Manager.
C. Work order and purchase order number must be included on the billing invoices.
5. Method of Award:
A Award will be based upon the lowest responsive, responsible Grand total cost for
the various line items stated below in the Bid Schedule and the service provider
meeting the requirements of the attached Services Agreement.
B. Calculate the costs for the work per specification listed below using values shown in
Bid Schedule. Work to be done during normal work hours.
and materials, and other costs incurred in connection with the performance of such work.
9. Liquidated Damages. OWNER and CONTRCTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed
within the times specified in the work order, plus any extensions thereof allowed in accordance with
Article 12 of the General conditions. They also recognize the delays, expenses and difficulties
involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not
completed on time. Accordingly instead of requiring any such proof, OWNER and CONTRACTOR
agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER
the amount set forth in each Work Order.
10. City Representative. The City's representative will be shown on the specific Work
Order and shall make, within the scope of his or her authority, all necessary and proper decisions
with reference to the work requested. All requests concerning this Agreement shall be directed to
the City Representative.
11. Independent Contractor. It is agreed that in the performance of any services
hereunder, the Service Provider is an independent contractor responsible to the City only as to the
results to be obtained in the particular work assignment and to the extend that the work shall be
done in accordance with the terms, plans and specifications furnished by the City.
12. Personal Services. It is understood that the City enters into the Agreement based on
the special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign any
responsibilities nor delegate any duties arising under the Agreement without the prior written
consent of the city.
13. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of
the services shall not be construed to operate as a waiver of any rights under the Agreement or of
any cause of action arising out of the performance of this Agreement.
40
14. Warranty.
a. Service Provider warrants that all work performed hereunder shall be performed with
the highest degree of competence and care in accordance with accepted standards for work of a
similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment
incorporated into any work shall be new and, where not specified, of the most suitable grade of
their respective kinds for their intended use, and all workmanship shall be acceptable to City.
C. Service Provider warrants all equipment, materials, labor and other work, provided
under this Agreement, except City -furnished materials, equipment and labor, against defects
and nonconformances in design, materials and workmanship/workwomanship for a period
beginning with the start of the work and ending twelve (12) months from and after final
acceptance under the Agreement, regardless whether the same were furnished or performed by
Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from
City of any such defect or nonconformances, the affected item or part thereof shall be
redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to
City.
15. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform according to the
terms of this agreement, such party may be declared in default thereof.
16. Remedies. In the event a party has been declared in default, such defaulting party
shall be allowed a period of ten (10) days within which to cure said default. In the event the default
remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek
damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail
himself of any other remedy at law or equity. If the non -defaulting party commences legal or
equitable actions against the defaulting party, the defaulting party shall be liable to the non-
41
defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because
of the default.
17. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
agreement between the parties and shall be binding upon said parties, their officers, employees,
agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal
representative, successors and assigns of said parties.
18. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its officers,
agents and employees against and from any and all actions, suits, claims, demands or liability of any
character whatsoever, brought or asserted for injuries to or death of any person or persons, or
damages to property arising out of, result from or occurring in connection with the performance of
any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the work
hereunder to prevent injury to persons and property.
C. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an additional insured
under this Agreement of the type and with the limits specified within Exhibit "D", consisting of
( ) page[s], attached hereto and incorporated herein by this reference. The
Service Provider before commencing services hereunder, shall deliver to the City's Director of
Purchasing and Risk Management, P. O. Box 580, Fort Collins, Colorado 80522 one copy of a
certificate evidencing the insurance coverage required from an insurance company acceptable to
the city.
19. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
42
20. Law/Severability. This Agreement shall be governed in all respect by the laws of the
State of Colorado. In the event any provision of this Agreement shall be held invalid or
unenforceable by any court of competent jurisdiction such holding shall not invalidate or render
unenforceable any other provision of this Agreement.
21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S.,
et. seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1. Service Provider does not knowingly employ or contract with an illegal
alien who will perform work under this Agreement; and
2. Service Provider will participate in either the e-Verify program created in
Public Law 208, 104th Congress, as amended, and expanded in Public Law 156,
108th Congress, as amended, administered by the United States Department of
Homeland Security (the "e-Verify Program") or the Department Program (the
"Department Program"), an employment verification program established pursuant to
Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all
newly hired employees to perform work under this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to
perform work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this Agreement.
C. Service Provider is prohibited from using the e-Verify Program or Department
Program procedures to undertake pre -employment screening of job applicants while this Agreement
is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider
has actual knowledge that the subcontractor is employing or contracting with an
43
illegal alien; and
2. Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not
cease employing or contracting with the illegal alien; except that Service Provider
shall not terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course of an investigation
that the Department undertakes or is undertaking pursuant to the authority established in Subsection
8-17.5-102 (5), C.R.S.
If Service Provider violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City mayterminate this Agreement. If this Agreement
is so terminated, Service Provider shall be liable for actual and consequential damages to the City
arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider violates this
provision of this Agreement and the City terminates the Agreement for such breach.
22. Special Provisions. [Optional] Special provisions or conditions relating to the
services to be performed pursuant to this Agreement are set forth in Exhibit , consisting of
) page[s], attached hereto and incorporated herein by this reference.
44
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:
James B. O'Neill II, CPPO
Director of Purchasing and Risk Management
Date:
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
[INSERT CORPORATIONS NAME] or
[Insert Partnership name] or
[Insert individual's name]
Doing business as [Insert name of business]
M
Print Name
Title
Corporate President or Vice President
Date:
ATTEST
Corporate Secretary
45
(Corporate Seal)
EXHIBIT "A"
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
DATED:
Work Order Number:
Purchase Order Number:
Project Title:
Commencement Date:
Completion Date:
Maximum Fee: (time and reimbursable direct costs):
Project Description:
Scope of Services:
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Professional Services
Agreement and this work order (including the
attached forms) the Professional Services
Agreement shall control.
Professional
By:
Date:
User Acceptance
The attached forms consisting of (_)
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
City of Fort Collins
By:
Date:
By:
Director of Purchasing and Risk Management
(over $60,000.00)
Date:
EXHIBIT B
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work under this
bid, the Service Provider shall furnish the City with certificates of insurance showing the type,
amount, class of operations covered, effective dates and date of expiration of policies, and
containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially altered, except after
ten (10) days written notice has been received by the City of Fort Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its option, may
take out and maintain, at the expense of the Service Provider, such insurance as the City maydeem
proper and may deduct the cost of such insurance from any monies which may be due or become
due the Service Provider under this Agreement. The City, its officers, agents and employees shall
be named as additional insureds on the Service Provider's general liability and automobile liability
insurance policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's employees
engaged in work performed under this agreement:
Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile
liability insurance as will provide coverage for damage claims of personal injury,
including accidental death, as well as for claims for property damage, which may
arise directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $500,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall be responsible for
any liability directly or indirectly arising out of the work performed under this Agreement by a
subcontractor, which liability is not covered by the subcontractor's insurance.
Item # Description
Ballfield fencing
1
20' tall backstop (per elevation drawing)
2
26' tall backstop (per elevation drawing)
3
10' 9 gauge galvanized chain link fence
4
10' 6 gauge galvanized chain link fence
5
8' 9 gauge galvanized chain link fence
6
8' 6 gauge galvanized chain link fence
7
6' 9 gauge galvanized chain link fence
8
5' 9 gauge galvanized chain link fence
9 4' w X 8' h gate (include hinge, latch post &
related fittings)
10 4' w X 6' h gate (include hinge, latch post &
related fittings)
11 4' w X 5' h gate (include hinge, latch post &
related fittings)
12 12' w X 5' h service gate (include hinge, latch
post & related fittings)
14
10' 6 gauge galvanized (fabric only installed)
13
10' 9 gauge galvanized (fabric only installed)
15
8' 9 gauge galvanized (fabric only installed)
16
8' 6 gauge galvanized (fabric only installed)
17
6' 9 gauge galvanized (fabric only installed)
18
5' 9 gauge galvanized (fabric only installed)
19 Hang elevated fabric (upper portions of
backstop)
20
Removal and disposal of old fence
Tennis fencing (fabric only installed)
21 10' vinyl coated 2" 9 gauge core w/overall finish
of 6 gauge Class 2A
22 10' vinyl coated 1 3/4" 9 gauge core w/overall
finish of 6 gauge Class 2A
23
10' 9 gauge 1 3/4" galvanized
Other fencing
24
Field fence
25
6'cedar fence
Unit Qua
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
60
80
100
80
100
100
100
100
each 4
each 4
each 4
each
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
linear
foot
4
100
100
100
100
100
100
80
1000
100
100
100
100
100
Unit Cost Total Cost
5
26
Single rail fence
27
Western 2-rail fence
28
Western 3-rail fence
29
PVC fence 3-rail
30
PVC fence 3-rail with fabric
31
Wire fence with t-posts
32
Vinyl privacy slats
Metal Stock Gates
33
1 1/2" metal gate 10' (include hinge, latch post
& related fittings)
34
1 1/2" metal gate 12' (include hinge, latch post
& related fittings)
Item #
Description
linear
foot
100
linear
foot
100
linear
foot
100
linear
foot
100
linear
foot
100
linear
foot
100
square
foot
500
each 2
each 2
Unit Quantity Unit Cost Total Cost
35 1 1/2" metal gate 16' (include hinge, latch post
& related fittings) each 2
36 2" metal gate 10' (include hinge, latch post &
related fittings) each 2
37 2" metal gate 12' (include hinge, latch post &
related fittings) each 2
38 2" metal gate 16' (include hinge, latch post &
related fittings) each 2
Gate operator and gate systems
39 Operator - Chamberland Model SL595 "Slide"
1 HP motor
40 Operator - Chamberland Model SL595 "Slide"
1.5 HP motor
41
Cantilever gates
42 Operator - Apollo Model 1550ETL Single Swing
43 Operator - Apollo Model 1650ETL Duel Swing
General
Miscellaneous work
44 Supervisor
45 Laborer
Maximum materials mark-up City will pay
46 <$500.00 + 10% Bidder's mark-up
47 >$500.00 + 8% Bidder's mark-up
each 1
linear
foot 36
each 1
each 1
hour
hour
5
10
Grand Total
0
Since miscellaneous materials and hourly charge will be a minor factor with this contract in most
cases, they will not be calculated in bid method of award, but contractor must honor both mark-up
rate and hourly charge. Contractor may charge a minimum charge of $150.00 if work is less than
that amount.
FIRM NAME
Are you a Corporation, Partnership, DBA, LLC, or PC
SIGNATUR
ADDRESS
PHONE/FAX #
SPECIFICATIONS FOR BALLFIELD FENCE
1. 20 FOOT BACKSTOP SPECIFICATIONS
1. Backstop will be 60 ft. in length.
2. Backstop will be 20ft. in height.
3. 7 posts per backstop on 10 ft. centers.
4. 4" O.D. schedule 40 galvanized posts in 24" diameter holes.
5. Posts will be set 60" deep in 3000 psi. concrete.
6. See detail "B" for concrete grade detail.
7. 2 3/8" O.D. schedule 40 galvanized rails.
8. 6 rails per backstop. See detail "D" for placement dimensions.
9. All posts will be capped.
10. Pressed steel fittings.
11. Rails must be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
13. All welds must be cleaned and coated with grey galvanized spray and a silver spray
to match rails.
14. Bottom 10 ft. of fabric will be 6 gauge K.K.
15. Top 10 ft. of fabric will be 9 gauge K.K.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
17. Fabric will be hung on the inside of the field.
2. 26 FOOT BACKSTOP SPECIFICATIONS
1. Backstops will be 80ft. in length per field.
2. Backstops will be 26ft. in height per field.
3. 9 posts per backstop on 1 Oft. centers.
4. 4" O.D. schedule 40 galvanized posts in 24" diameter holes.
5. Posts will be set 60" deep in 3000psi. concrete.
6. See attachment "B" for concrete grade detail.
7. 2 3/8" O.D. schedule 40 galvanized rails.
8. 7 rails per backstop. See attachment "E" for placement dimensions.
9. All posts will be capped.
10. Pressed steel fittings.
11. Rails must be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
13. All welds must be cleaned and coated with grey galvanized spray and a silver
spray to match rails.
14. Bottom 10 ft. of fabric will be 6 gauge K.K.
15. Top 16 ft. of fabric will be two 8 ft. sections of 9 gauge K.K.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
17. Fabric will be hung on the inside of the field.
3. SECTION BETWEEN BACKSTOP AND DUGOUT SPECIFICATIONS:
1. FIRST BASE LINE; 40 ft. in length to beginning of dugout.
2. THIRD BASE LINE; 40 ft. in length to beginning of dugout
3. Section will be 10 ft. in height.
4. 2 3/8" O.D. schedule 40 galvanized line posts in 9" diameter holes.
5. 2 7/8" O.D. schedule 40 galvanized posts for corner in 9" diameter holes.
6. Posts will be set 36" deep in 3000 psi concrete on 10 ft. centers.
7. See attachment "B" for concrete grade detail.
8. 1 5/8" O.D. schedule 40 galvanized rails on top, middle, and bottom.
9. Bottom and middle rail must be coped and welded.
10. See attachment " D " for rail placement.
11. All welds must be continuous and of equal strength of pipe.
12. All welds must be cleaned and coated with silver galvanized spray.
13. Pressed steel fittings.
14. Fabric will be 6 gauge K.K.
15. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
16. Fabric will be hung on the inside of the field.
4. DUGOUT SPECIFICATIONS:
1. Dugouts will be 22 ft. in length with 4 ft. opening at end of dugout.
2. Dugouts will be 8 ft. in width
3. Field side of dugout section will be 8 ft. in height.
4. Sides and back of dugout will be 6 ft in height.
5. Dugout will have a 4 X 6 ft. gate. See detail "F" for details.
6. 2 3/8" O.D. schedule 40 galvanized line posts in 9" diameter holes.
7. 2 7/8" O.D. schedule 40 galvanized corner and gate opening posts in 9" diameter
holes. Note: Gate opening post will be 8' high so that wind screens can be attached.
8. Posts will be set 36" deep in 3000 psi concrete on 10 ft. centers.
9. See attachment "B" for concrete grade detail.
10. 1 5/8" O.D. schedule 40 galvanized rails on top and bottom. The field side of dugout
will also have a middle rail.
11. Bottom and middle rails be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
13. All welds must be cleaned and coated with silver galvanized spray.
14. Pressed steel fittings.
15. Fabric will be 6 gauge K.K. on the field side and 9 gauge K.K. on the other three
sides.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12".
17. Fabric will be hung on the outside of the dugout.
5. SIDELINE SPECIFICATIONS:
FIRST AND THIRD BASELINE;
1. Fence will be 50 ft. in length.
2. Fabric will be 9 gauge K.K. with knuckles not extending above the rail.
3. Fence will be 5 ft. in height above existing grade.
4. 2 3/8" O.D. schedule 40 galvanized line posts in 9" diameter holes.
5. 2 7/8" O.D. schedule 40 galvanized corner posts in 9" diameter holes.
6. Posts will be set 36" deep in 3000 psi concrete on 10 ft. centers.
7. See detail "B" for concrete grade detail.
8. 1 5/8" O.D. schedule 40 galvanized top rail
9. Pressed steel fittings.
0