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Minyard, Brian
From: Ross, Ron
Sent: Wednesday, August 18, 2010 4:11 PM
To: Minyard, Brian
Subject: Light Pole Fixture for MacArthur Park Front Lawn
Bryan:
See the attached Light Pole Fixture we'd like to use for this project. The same pole and fixture used @ River
Market as well as MacArthur Park Crescent drive.
Ronald Ross
City of Little Rock
Parks & Recreation Dept.
500 West Markham Street, Room 108
Little Rock, AR 72201
Office 501-918-5266
8/19/2010
CAPITOL Series
Cast Iron & Steel Posts a 17" Ilia. base
F—TO.D.x3'Figh Tenon
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ANTIQUE Street Lamps
2011-B W. Rundberg Ln.•AAnhr% TX 7975a-ph(512) 977-8d44•kDOI ) 977-9622
PS-2
ORDERING INFORMATION
Choose Mse boldface catalog norn ncloture that best salts your needs and write It
on the appropriate ins.
Example: PZ -C17 12 ANPP Options
Pa C 1-7
Post Series Mel ht Finish'
PZ C 17
Post Cast Iron & Steel
CAPRDL
17" base
12
13
14
17
ANPP P(Ime Ponied
ANBK Black
A D$ park Bronie
ANDG Dark Green
ANVG Verde Green
CM Custom Match
C5 Custom Select
RAL colors
O lions
Receptacles
Banner Amu
Flagpole Holders
Custom Logos
Slgnage
(see Slgnage & Acce�?, &s
section In the catalog or cor}
tootAnNue Street Lamps)
NOTES.,
1. Far !froth spera7rc huns trntl cekx opilom see Flnlsh section fn Catalog or
CCnl0Cf Arrth7Ha Slaot LUMPS.
ANCHORAGE GUIDE
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Galvanized
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Anchor Bolts (4 per Post)
PZ C17 17 finish PZ C17 14 finish
CAPITOL Series
Cast Iron & Steel Posts
17' dia. base
PZ C17 13 finish PZ C17 12 finish
It �xee
FG
5 449F
SPECIFICATIONS
NSCRIF TI_QN
The lighting posh shall be cast Iron
and steel construction, massively
tapered with a deep, 16-flute
steel shalt and a classic 16-flute
cast iron base, The shaft and
base shall be joined together at
the factory and shipped as one
piece. Slipover. clamsheil, or other
mutfiple-plcce post designs are
not acceptable. The post shall
be Antique Street Lamps' catalog
number PZ C17 XX finish.
M.ATEa1Al�
The post base material shall be
ASfM A48 Class 30 east Iron,
formed true to the pattern with
complete detail, The shaft shall
be tapered and fluted steel with
an Integral steel tenon and steel
bottom cap. Ail exposed hard-
ware shall be tamper resistant
stainless steel. Anchor bolts to be
completely hot -dip galvanized,
Partially galvanized bolts are not
acceptable.
2 EN%
The post shall be X-XX7 " In height
with a 17" diameter base. The
post shall taper from a 7" diameter
at the top of the base to a 4.5"
diameter at the post top, An Inte-
gral 31 O.D. x 3" tenon shall
be provided at the top for
luminalre mounting. The post top
shall Include a transitional donut
between the fluted shaft and the
tenon.
INSTALLATION
The one-piece post shall be pro-
vided with four 3/4" diameter by
24" long, L-type anchor bolts to be
Installed on a 12" diameter bolt
circle. A door shall be provided In
the base for anchorage and wir-
ing access. A grounding screw
shall be provided Inside the base
opposite the door,
For finish speacatlons and•color
options, see "Finish" section in
catalog.
A-NDQUE
Street Lams
2011$W.Run�agln••Austh 78758
Ph (512) 977-8444-Fox (512) 977-9622
ps-I
Luminaires
I
AT23 B AT23 X AT23 E AT23 K AT23 A AT23 R AT23 D
lrr•w 15w 1611v 151w lew 15'w 15'w
2a,9b 27h 3Uh 31"h 33,5"h 34'h 30'h _
16'w 15'w 15'w low' ldw ISw 151w 15'w
3aft 36'h 30"h W111 346'h 35.eh 30h 36,"
AT23 P AT23 W AT23 C AT23 M AT23 L A123 N AT23 S AT23 AU
OPTIONAL FinialL-nd
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BASES LUMINAIRS 1.b•
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nlofs: Ballasthousrrt3 rnc; shcwr, 3"00, x3'tanon requked forrrounfing.
Optional Refractor (GR3 or GR5)
Optional Low
Brightness Reflector
(LBRS)
WOUorMedlum Base Socket
Cost Akminum Ballast Plate
(removed by loosening on Thumb Screw)
H I.D. Ballast Components (Factory Prewi-ed)
t Cast Alumkxm Enclosed Ballast Housing
I - Globe
•{4) 1/4'Socke)SetSorews
Weep Holes
-' 4 Cphonol Photoelectric CelL Button Type (FES)
k` --Cost Aluminum U rnlnake Base (D shown)
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--!C—W .D.x3"hTenon
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Cast AlLiminum Door
'OplfonalTwhl,-Lock Pholocontrol(PEl).
'OptbnalTwist-Lock Receptacle (PER).
Safety Cable
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ORDERING INFORMATION Example: AT23 A 75H MED ACT GR5 120 ANBK PEB1
Choose Its boldface crlolcg nomwirlalUre thcd torsi su!!x yoLK naa sis ,}yi v:flte it an rhR =:3ropruie Qna.
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AT23 Ali
75H NEED 75 wait hfereury.,mw
AT23 W
100H MOG Ili] watt Mercury vnfxbr
AT23G
175H MOG I7Swar!her�er,Lax*r
AT23 V
250H MOG wit van tmmcury vb".
A723 E
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70M MED M wair meW How&
AT23 L
100M MED for scan r aerr4 ric rdr
AT23 M
TSOM MED 15f] atrtaratlykra
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175M MOG 1F6 wa*r herd Hoke,
AT23 P
250M' MOG zW-xvr W%tj wwlao
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42TRT 42 w0l ,mpact nxresceni
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Distribu8on Volta FinisF1' �� O ons
(blank) Type V 120 ANBK elork
GR5 GVAs Reiracloc Type V 208 ANDS Dark Bronze
GR3 G4uss Reiractoc Type NI 240 ANDG Lank Green
LBR5 Low Bright. Refl. Tyne V 277 ANVG verse Green
Leto Mate[la! I 347 ANPP Pri-opmAe-j
4801 CM cLaunimt&,
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PETS MNIA Talat-Lock Photr,,-anhol217V
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SPECIFICAMNS
DSCRIPTION
The acorn styled luminaire shall consist
of a decorative luminalre base with an
Integral globe holder/ballast housing and
an acorn shaped globe.
DIMENSIONS
Fixture dimensions shall be as detailed on
back page.
MANRIALS
The luminaire base, ballast housing and
globe holder shall be heavy wall, copper
free, cast aluminum produced from cert!
fled ASTM 356.1 ingot per ASTM B-179-95A
or ASTM B26-95, 'formed true to the pattern
with complete detail. Globe material shall
be clear textured acrylic (standard) with
clear textured polycarbonate or white tex-
lured polycarbonate as options. Internal
refractors shall be borosiilcate glass arid
reflectors shall be polished aluminum.
Optional finial stall be cast aluminum, and
decorative banding Is brass, All hardware
shall be stainless steel. All exterior hard-
ware shall be tamper resistant,
INSTALLATION
The luminaire shall mount on a 3" O.D. x 3°
tenon with six 11411 dia; socket set screws.
(Luminaires wlth a B Series luminaire base
shall mount on a 8,25" O,D. ring.) The
globe shall be secured to the luminalre by
four 114" dia, socket set screws. The
ballast and socket assembly shall be
furnished with a quick disconnect plug
and mount on a removable ballast plate.
The ballast plate shall be removed by loos-
ening a thumb screw.
MUR
For finish specif Ications and color options
see "Finish" section in catalog.
LIGHTLIGHT SOURCE
Luminaires shall be furnished with an H.I.C.
ballast and socket assembly. L.uminaire
shall be UL listed and labeled as suitable
for wet locations. Sockets shall be glazed
porcelain, mogul or medium base, with a
copper alloy nickel plated screw shell and .
center contact. Ballast shall be core and
coil, high power factor, regulating type.
CERTIFICATION
Upon, request, manufacturer shall certify
the use of 356,1 Ingot alloy, Upon request,
manufacturer shall supply UL file# and
Ilsting Information.
-AINTJC, T T
treet Lamps
2011-H W. R rzl vg Ln •kzffn l%78 %
Ph (b12) 977-8414-• Fm (512) 9Ti-9522
L: 1 3
City of Little Rock LITTLE P a C X
PARKS AND RECREATION ON
500 West Markham Street, Room 108 - Little Rock, Arkansas 7220 Parks &Recreation
Phone: 501-371-4770 - Fax 501-371-6832
DEPARTMENT OF PLANNING AND DEVELOPMENT
723 West Markham Street
Little Rock, Arkansas 72201-1334
Attn: Brian Minyard
August 6, 2010
RE: Construction Document Review
MacArthur Park — Front Lawn Development
91h and McMath Streets
Little Rock, Arkansas
Dear Brian:
auc 6 2010
Y:
Please see attached the construction drawings and specifications for this project for your HDC
Review. Our contractor is set to begin construction, although only a pre construction walk thru is
planned for August 91h, 2010.
We would appreciate any comments and will work to resolve any issues towards acceptability by
staff and the commission.
Please forward any comments at your convenience.
Office: 918-5266
Email: rross@littlerock.org
CC: file
PRKS/MACARTHUR2DWGS_01.LET.DOC
for
Front Lawn Development
City of Little Rock
PARKS AND RECREATION
500 West Markham Street, Room 108 - Little Rock, Arkansas 72201
Phone: 501-371-4770— Fax 501-371-6832
DATE: May 2010
PR/OCOV1.SPC.DOC
MacArthur Park
9T" AND MCMATH STREET
LITTLE ROCK, AR 72202
MUNG]
L I T T L E N V L K
17001 a]
Parks & Recreation
ADDENDUM NO. 1
Project:
FRONT LAWN DEVELOPMENT
MACARTHUR PARK
9T" AND MCMATH STREET
LITTLE ROCK, AR 72202
See the Specifications.
Owner:
City of Little Rock
PARKS AND RECREATION DEPT.
500 West Markham Street, Room 108
Little Rock, Arkansas 72201
Ph 501-371-4770 — Fax 501-371-6832
Date: June 4, 2010
1. See "... UNIT MASONRY - DIVISION 4 ...", 04220 UNIT MASONRY, PART 2 —
PRODUCTS, paragraph 2.2 BRICK PAVERS, item A...".
And add the following:
"... 2. BRICK ALLOWANCE: $200.00 per thousand. ..."
2. See"... DIVISION 7 ...".
And add the following, Division 7 - SEALANTS & WATERPROOFING, Section 07141
Fountain Waterproofing ...
See the Drawings:
1. See"... Sheet #4 —MAIN PLAZA PLAN —Option No. 1, Date: May 19, 2010 ..." and
omit.
And add the following:
"... Sheet #4 — MAIN PLAZA PLAN — Option No. 1, Revised Date: June 3, 2010 ... ".
2. See"... Sheet #5 —MAIN PLAZA PLAN —Option No. 1, Date: May 19, 2010 ..." and
omit.
And add the following:
"... Sheet #5 — MAIN PLAZA PLAN — Option No. 2, Revised Date: June 3, 2010 ...".
3. See"... Sheet #6 —ENTRY PLAZA PLANS, Date: May 19, 2010..." and omit.
And add the following:
"... Sheet #6 — ENTRY PLAZA PLANS, Revised Date: June 3, 2010 ...".
END OF ADDENDUM NO.1
MacArthur Park 1
Front Lawn Development
May 2010
Section 00100
INVITATION TO BID
Little Rock Parks and Recreation
500 West Markham Street, Room 108
Little Rock, AR 72201
(501) 371-4770
BID NUMBER — 0234R
1. You are invited to bid on a General Contract for renovations to MacArthur Park,
Front Lawn Development, in MacArthur Park, for Little Rock Parks and Recreation,
hereinafter termed Owner. The bids shall be on a lump sum basis.
2. There will be a Pre -Bid Conference held at 2:00 P.m., local time, on Lime 2nd,
2010 at the MacArthur Park Front Lawn. The Pre -Bid Conference is a mandatory
meeting that all interested contractors shall attend in order to qualify for bidding.
Bids submitted by contractors who did not attend the Pre -Bid Conference will not
be accepted.
3. The Owner will receive bids until 3_00 p.m., local time, June 8th, 2010. Bids may
be mailed or delivered to the City Purchasing Office located at Little Rock City Hall -
500 Markham Street Room 300, Little Rock AR. 72201. Bids received after this time
will not be accepted. Bids will be publicly opened and read aloud in the Purchasing
Department offices at the time and date mentioned. Interested parties are invited to
attend.
4. The Owner, unless designated to another entity, supervises the bidding and awarding
of all construction contracts, approves contracts, change orders, requests for
payment and ensures that on -site inspections are accomplished.
5. Contract documents may be examined at the office of the (Design Professional)
Parks & Recreation Department (address noted above) or the plan rooms listed
below:
F.W. Dodge Company; 1701 Centerview Dr., Suite 110; Little Rock, Arkansas 72211
(501) 225-9453
Construction Market Data; 501 North Pierce Street, Suite 102; Little Rock, Arkansas
72207 (501) 280-0525
Nat'l Association of Minority Contractor's.; 100 S. Main Bldg., Suite 438; Little Rock,
AR 72201 (501)-324-2605
6. A complete set of contract documents may be obtained from Southern
Reprographics, 901 West Seventh Street, Little Rock, AR 72201 (501) 372-4011, with
a $75 refundable deposit per set for up to 3 sets of drawings and specifications.
MacArthur Park 00100 INVITATION TO BID
Front Lawn Development
General Contractors will be refunded the deposit upon return of documents and
within ten days of the bid opening.
7. Obtaining contract documents through any source other than the Design
Professional listed above, or his representative(s) is not advisable due to the risks of
receiving incomplete or inaccurate information, and the bidder runs the risk of
basing bidder's proposal on such information. The documents obtained through the
Architect or his representative(s) are considered the official version and take
precedence if any discrepancies occur.
8. Bid Security in the amount of five percent (5%) of the bid must accompany each bid
in excess of $ 20,000.00 in accordance with the Instructions to Bidders. A 100%
Performance Bond as required by the State of Arkansas will be required of the
successful bidder.
9. Bidders are hereby notified that Arkansas Department of Labor Prevailing Wages
Rates will apply if the contract amount is over $75,000.
10. The Owner reserves the right to reject any and all bids, and to waive any formalities.
11. This invitation does not commit the Owner to pay any cost incurred in the
preparation of bids.
12. Bidders shall conform to the requirements of the Arkansas licensing laws and
regulations for contractors, and shall be licensed before his bid is submitted unless
the project is federally funded and therefore excepted by Ark. Code Ann. 517-25-
315.-
13. There shall be only one bid submitted per State Contractors license. Bidders will be
required to indicate license number on bid form beneath signature when bidding
$20,000.00 or more.
14. Pursuant to Ark. Code Ann. § 22-9-203, the State encourages all small and minority
business enterprises to submit bids for capital improvements. Encouragement is also
made to all general contractors that in the event they subcontract portions of their
work, consideration be given to the identified groups.
END OF SECTION
MacArthur Park 00100 INVITATION TO BID
Front Lawn Development
BID FORM
Front Lawn Development - MacArthur Park
Little Rock Parks and Recreation
500 West Markham Street, Room 108
Little Rock, AR 72201
(501) 371-4770
PRODUCTS TO BID
1. Installation of a concrete circular Main Plaza and two concrete semi -circular Entry
Plazas with aggregate walkway between all plazas. Installation of a concrete
Crosswalk w/ steel bollards and two drive aprons at the crescent drive. Applied
epoxy finish w/ color as shown on the drawings.
2. Concrete slabs at Plazas shall consist of 6 inch thick concrete slabs - turn down ends
with reinforcing bars @ perimeter, 6x6 10/10 W.W.F. at slabs, medium broom finish
and recessed panels for brick paver in -lays. The concrete pad shall have a 1% slope
for drainage.
3. Concrete drive slab for pedestrian cross -walk and vehicle drop-off at South Plaza
shall consist of 6 inch thick concrete slabs with 6x6 10/10 W.W.F. and medium
broom finish. Applied epoxy finish w/ color as shown on the drawings. The
concrete pad shall have a 1% slope for drainage.
4. Installation of water & drainage utility work for drinking fountain and remodeled
fountain.
5. Installation of topsoil and seed with a Rye — Fescue mix with a 70% coverage applied
to a 6 foot perimeter around the concrete plazas and walks. The grade shall be level
for three (3) feet from plazas and walks before transitioning to existing grade. Grade
shall be level from top of finish surface then transition to existing grade.
6. Installer shall locate all components of project according to the construction plan
provided by Owner and confirm in field with Owner.
BID
Provide Lump sum Bids for the following items.
1. Installation of a concrete circular Main Plaza Option No. 1 w/ epoxy finish, repair of
the existing fountain, connecting aggregate walks and utilities as noted on the
drawings, crosswalks at circular drive w/ steel bollards and two drive aprons at the
crescentdrive...................................................................................
MacArthur Park BID FORM
Front Lawn Development
BID FORM
MacArthur Park - Front Lawn Development
2. Installation of a concrete circular Main Plaza Option No. 2 w/ epoxy finish, repair of
the existing fountain, connecting aggregate walks and utilities as noted on the
drawings, crosswalks at circular drive w/ steel bollards and two drive aprons at the
crescent drive..................................................................................
3. Installation of a concrete semicircular Entry Plazas - North & South w/ epoxy finish
and utilities as noted on the drawings........................................................
SUBMISSION — In witness of reading and understanding these specifications, and the
work required, this Bid is duly signed on the day of .2010.
By for
Name Company
Street Address
City, State, Zip Code
Phone Number
E-mail Address
MacArthur Park BID FORM
Front Lawn Development
MIKE BEEBE STATE OFARKANSAS JAMES SALKELD
GOVERNOR �` DIRECTOR
ARKANSAS DEPARTMENT OF LABOR
PREVAILING WAGE DIVISION
10421 WEST MARKHAM ■ LITTLE ROCK, AR 72205-2190
Phone: 501-682-4536 Fax: 501-682-4508 TRS: 800-285-1131
April 9, 2010
Ronald Ross
City of Little Rock Parks & Recreation
500 W Markham
Little Rock, AR 72201
Re; FRONT LAWN DEVELOPMENT
MCARTHUR PARK
LITTLE ROCK, ARKANSAS
PULASKI COUNTY
Dear Ronald Ross.
In response to your request, enclosed is Arkansas Prevailing Wage Determination Number 09-387
establishing the minimum wage rates to be paid on the above -referenced project. These rates were
established pursuant to the Arkansas Prevailing Wage Law, Ark. Code Ann. §§ 22-9-301 to 22-9-315 and the
administrative regulations promulgated thereunder.
If the work is subject to the Arkansas Prevailing Wage Law, every specification shall include
minimum prevailing wage rates for each craft or type of worker as determined by the Arkansas Department
of Labor Ark. Code Ann. § 22-9-308 (b) (2). Also, the public body awarding the contract shall cause to be
inserted in the contract a stipulation to the effect that not less than the prevailing hourly rate of wages shall
be paid to all workers performing work under the contract. Ark. Code Ann. § 22-9-308 (c).
Additionally, the scale of wages shall be posted by the contractor in a prominent and easily
accessible place at the work site. Ark. Code Ann. § 22-9-309 (a).
Also enclosed is a "Statement of Intent to Pay Prevailing Wages" form that should be put in your
specifications along with the wage determination. The General/Prime Contractor is responsible for getting
this form filled out and returned to this office within 30 days of the Notice to Proceed for this project.
When you issue the Notice to Proceed for this project, please email or fax a copy of the notice
to my office.
If you have any questions, please call me at (501) 682-4536 or fax (501) 682-4508.
Sincerely,
David Cornell
Prevailing Wage Division
Enclosures
Arkansas Department of Labor
Prevailing Wage Determination
HEAVY RATES
Date: 4/9/2010
Project: Front Lawn Development
Site: McArthur Park
City: Little Rock, Arkansas
Project County: Pulaski
CLASSIFICATION
Determination #: 09-387
Expiration Date: 10/9/2010
Survey#: 709-AH01 R
Basic Hourly Rate
Bricklayer/Pointer, Cleaner, Caulker
$16.77
Carpenter
$14.70
Concrete Finisher/Cement Mason
$11.05
Electrician/Alarm Installer
$21.09
Ironworker (Including Reinforcing Work)
$18.10
Laborer
$10.80
Millwright
$19.15
Painter/Sheet Rock Finisher
$15.26
Pipelayer
$9.70
Truck Driver
$14.45
Aggregate Spreader
$10.80
Asphalt Paving Machine
$15.85
Backhoe - Rubber Tired (1 yard or less)
$14.15
Crane, Derrick, Dragline, Shovel & Backhoe, 1.5 yards or less
$14.75
Crane, Derrick, Dragline, Shovel & Backhoe, over 1.5 yards
$17.75
End Dump
$10.80
Excavator
$15.05
Finishing Machine
$10.80
Mechanic
$15.75
Oiler and Greaser
$10.80
Roller
$15.00
Scraper, finish
$10.80
Scraper, rough
$10.80
Trackhoe
$15.15
Front End Loader
$13.30
Bulldozer
$15.90
Fringe Benefits
$3.88
$7.88
$11.25
$7.16
$1.41
Welders -receive rate prescribed for craft performing operation to which welding is incidental.
Certified 7/27/2009
Classifications that are required, but not listed above, must be requested in writing
from the Arkansas Department of Labor, Prevailing Wage Division. Please call (501)
682-4536 for a request form.
4/9/2010 3:43 PM Page 1 of 1
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SITEWORK
Dated: April 29, 2010.
02010 SUBSURFACE EXPLORATION
DIVISION - 2
A. No soils exploration has been provided by the Owner for the performance of the project.
Contractor shall verify with local utilities existing underground utilities.
02110 SITE CLEARING
A. Remove trees, shrubs, grass and other vegetation and obstructions interfering with the
installation of the new construction. Also, remove elsewhere on the site shrubs, grass, other
vegetation, existing pavement, structures and debris.
02200 EARTHWORK
A. Standard Soils Classifications Groups shall be utilized.
B. Excavate as required for footings and utilities.
C. Provide a description of satisfactory fill and backfill material to be utilized during construction.
D. Fill, back fill, drainage fill at construction, walkways and pavement shall be compacted to 95%
of maximum dry density at optimum moisture content as per ASTM D-1557.
E. Drainage fill shall be washed, even graded mixture of crushed stone and/or gravel
approximately 1/2" and smaller.
F. Provide rough, subgrade and finish grading to elevations for proper drainage-
G. Contractor shall provide subgrade to within 1 and % inch of the finished concrete plazas and
finished aggregate walks.
H. Contractor shall install subgrade so as the finished topsoil and sod provided by others is level
for approximately 3 feet on either side of the walks and all around the plazas before
transitioning (sloping) to existing grade.
02400 TOPSOIL
A. Strip existing top soil and stockpile during construction where possible. Replace existing top
soil and fine grade around new construction addition.
B. Top soil shall be provided by others in a thickness (1 and 'h inch thickness minimum)
necessary for the growth of newly placed sod.
02010 - 1
SITEWORK DIVISION - 2
02485 SOD/SEEDING
A. Fine grade lawn area to smooth even surface with loose and fine texture.
B. Provide sod where work occurs and/or noted on the drawings. At walks, provide sod from
where work occurs to walks. At plazas, provide sod from work to within 5 feet of the perimeter
of plaza slabs. Provide metal edging at a 5 foot perimeter around a plaza slabs.
C. Provide straw coverage to protect the sodded and seeded areas of the disturbed soils..
D. Installation of topsoil and sod, applied to a 5 foot perimeter around paved surfaces. Transition
slope from level ground to existing grade shall consist of a smooth transition. Provide topsoil
to a 6" depth in unsodded area (planting bed) to within'/2" of plaza slab surface.
E. Water all sod and seeds adequately as per the air temperature and related existing conditions.
02500 LANDSCAPING
A. Protect from excavation and construction existing trees and shrubs to remain on site.
B. Install materials as necessary and as noted on the drawings, metal edging for planting beds
to 5 foot perimeter of plazas.
C. Landscape materials as noted on the drawings, at planting beds, mulch, shrubs and trees
by Owner.
D. Shrub plantings and trees shall be provided by others. Shrub plantings and trees shall be
installed with mulch, securely anchored as needed.
02510 PAVEMENTS AND WALKS
A. Provide concrete spread footings and 6 inch thick slabs at plazas, 3,000 lbs. concrete at 28
days with 6 X 6 - 10/10 WWF (welded fire fabric). Dimensions as noted on the drawings.
B. Metal edging at aggregate walks. Align metal edging straight and true, anchor securely.
Install aggregate carefully and compact and in two lifts. Readjust and align as needed as
aggregate is installed and compacted to assure edging is unaffected.
C. Aggregate Walks. Aggregate shall be maximum 1/2 inch in diameter to 1/4 inch or smaller.
Aggregate to be compacted in 2 lifts, minimum compacted depth to 5 inch approximately.
Color to be reddish to brownish hue. Final selection of color to be by Owner.
02010 - 2
SITEWORK
02600 SITE UTILITIES
DIVISION - 2
A. Locate utilities at construction site to prevent the interruption of services. Connect to
electrical service by others extended to within approximately 20 feet of the construction
work. Repair disturbed easements as per local codes and ordinances.
END OF SECTION
02010 - 3
CONCRETE DIVISION - 3
Dated: April 29, 2010.
03100 CONCRETE WORK
A. All work under this contract shall comply with the latest published codes and
recommendations of the American Concrete Institute.
03200 CONCRETE REINFORCEMENT
A. Welded wire fabric shall comply with ASTM A185. Provide 6 x 6 10/10 WWF in slab on
grade, paved areas and drives.
B. Embed the welded wire fabric into the top 2 inches of the concrete slab, either lift the wire into
the concrete and/or place the welded wire on chairs or utilize other approved methods.
03300 CAST -IN PLACE CONCRETE
A. General concrete mix design shall be 3,000 psi minimum at 28 days.
B. Slab on grade surfaces shall be 6 inch thick at plaza slabs, dimensions as noted or necessary
elsewhere, 3,000 psi minimum at 28 days.
C. Construct forms to size, shape and dimensions for proper features of the work.
D. Construct forms block outs to the size, shape and dimensions of brick paver in -lays. See the
drawings for size.
E. Concrete drives on grade surfaces shall be 6 inch thick minimum, review dimensions as
noted or necessary elsewhere, 3,000 psi minimum at 28 days.
F. Provide air entrainment for all exterior concrete.
03350 CONCRETE FINISHES
A. Below Grade: As cast.
B. Slab on Grade Surfaces: Float. Screed and float with medium broom finish. (Surface must
not be slippery or slick.)
C. Colored Slab on Grade Surfaces: Screed and float with medium broom finish. (Surface must
not be slippery or slick.) Standard concrete color as placed. Apply colored finish to concrete
surfaces as indicated on the drawings and as per manufacturer's recommendations.
D. Curing: Protect curing concrete with approved methods.
03100 — 1
CONCRETE
DIVISION - 3
E. Provide scoring of the concrete surface, 1/2" deep cuts with diamond saw blade to assist in
controlling cracking of the concrete, as necessary.
F. Apply colored and textured finish to concrete surfaces as noted on the drawings. Surface
shall be slip resistant.
END OF SECTION
03100 — 2
DIVISION 7 SEALANTS & WATERPROOFING
07141 FOUNTAIN WATERPROOFING
Dated June 3, 2010
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
B. This Section includes the following:
Single -component, polyurethane waterproofing for coating reflecting pools and fountain
elements where indicated.
C. Related Sections include the following:
Division 7 Section "Joint Sealants" for joint -sealant materials and installation.
Division 3 Section "Cast -In -Place Concrete" for reflecting pools.
1.3 PERFORMANCE REQUIREMENTS
A. Provide waterproofing membrane that prevents the passage of water.
1.4 SUBMITTALS
A. Product Data: Include manufacturer's written instructions for evaluating, preparing, and treating
substrate, technical data, and tested physical and performance properties of waterproofing.
B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints
and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining
waterproofing, and other termination conditions.
C. Samples: For the following products:
1 2-by-1 2-inch square of flashing sheet.
D. Installer Certificates: Signed by manufacturers certifying that installers comply with requirements.
E. Product Test Reports: From a qualified independent testing agency indicating and interpreting
test results of waterproofing for compliance with requirements, based on comprehensive testing of
current waterproofing formulations.
F. Sample Warranty: Copy of special waterproofing manufacturer's warranty stating obligations,
remedies, limitations, and exclusions before starting waterproofing.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who is licensed by waterproofing manufacturer to
install manufacturer's products.
B. Source Limitations: Obtain waterproofing materials through one source from a single manufacturer.
C. Preinstallation Conference: Contact Owner to conduct an on -site review of installation. Review
requirements for waterproofing, including surface preparation specified under other Sections,
substrate condition and pretreatment, minimum curing period, forecasted weather conditions,
special details and sheet flashings, installation procedures, testing and inspection procedures,
and protection and repairs.
07141 FOUNTAIN WATERPROOFING
Dated June 3, 2010
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver liquid materials to Project site in original containers with seals unbroken, labeled with
manufacturer's name, product brand name and type, date of manufacture, shelf life, and
directions for storing and mixing with -other components.
B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and
within the temperature range required by waterproofing manufacturer.
C. Remove and replace liquid materials that cannot be applied within their stated shelf life.
D. Protect stored materials from direct sunlight.
1.7 PROJECT CONDITIONS
A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate
temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a
damp or wet substrate, when relative humidity exceeds 85 percent, or when temperatures are
less than 5 deg F above dew point.
1. Do not apply waterproofing in snow, rain, fog or mist, or when such weather conditions are
imminent during application and curing period.
B. Maintain adequate ventilation during application and curing of waterproofing materials.
1.8 WARRANTY
A. Special Manufacturer's Warranty: Written warranty, signed by waterproofing manufacturer and
Installer agreeing to repair or replace waterproofing that does not comply with requirements or
that does not remain watertight within specified warranty period.
1. Warranty does not include failure of waterproofing due to failure of substrate prepared and
treated according to requirements or formation of new joints and cracks in substrate that
exceed 1/16 inch in width.
2. Warranty Period: Five years after date of Substantial Completion.
PART2-PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be incorporated
into the Work include, but are not limited to, the following:
1. Neogard, Div. of Jones -Blair; Pool — Gard 11.
2. Tremco, Inc.; Vulkem 450/351
2.2 WATERPROOFING MATERIALS
A. General: Provide waterproofing materials recommended by manufacturer to be compatible with
one another and able to develop bond to substrate under conditions of service and application, as
demonstrated by waterproofing manufacturer based on testing and field experience.
1. Produce waterproofing materials suitable for application to vertical, horizontal, and sloped
substrates, as applicable.
2. Provide waterproofing materials with not less than 90 percent solids.
B. Cold Fluid -Applied Waterproofing: Comply with ASTM C 836, with manufacturer's written
07141 FOUNTAIN WATERPROOFING
Dated June 3, 2010
physical requirements, and as follows:
1. Single -component, unmodified polyurethane waterproofing.
2.3 AUXILIARY MATERIALS
A. Primer: Manufacturer's standard, factory -formulated polyurethane or epoxy primer.
B. Sheet Flashing: 50-mil- minimum, nonstaining uncured sheet neoprene.
Adhesive: Manufacturer's recommended contact adhesive.
C. Reinforcing Strip: Manufacturer's recommended fiberglass mesh or polyester fabric.
D. Joint Sealant: Multicomponent polyurethane sealant, compatible with waterproofing, complying
with ASTM C 920 Type M, Class 25; Grade NS for sloping and vertical applications or Grade P for
deck applications; Use NT exposure; and as recommended by manufacturer for substrate and joint
conditions.
Backer Rod: Closed -cell polyethylene foam.
PART 3 - EXECUTION
3.1 INSPECTION
A. Concrete: Verify that the work done under other sections meets the following
requirements:.
1. That the concrete deck surface is free of ridges and sharp projections. If metal forms or
decks are used they should be ventilated to permit adequate drying of concrete on exterior
exposed deck.
2. That the concrete was cured for a minimum of 28 days. (Minimum of 3,000 psi compressive
strength). Water -cured treatment of concrete is preferred. The use of concrete curing
agents, if any, shall be of the sodium silicate base only; others require written approval by
manufacturer.
3. That the concrete was finished by a power or hand steel trowel followed by soft hair broom
to obtain light texture or "sidewalk" finish.
4. That damaged areas of concrete deck be restored to match adjacent areas. Use 100%
solids epoxy and sand for filling and leveling.
3.2 PREPARATION
A. Cleaning: Surfaces contaminated with oil or grease shall be vigorously scrubbed with a
power broom and a strong non-sudsing detergent. Thoroughly wash clean, and dry. Areas
where oil or other contaminants penetrate deep into the concrete may require
removal by mechanical methods.
B. Etching: Treat concrete surfaces with 10% to 15% solution of muriatic acid to remove
laitance and impurities. After acid has stopped foaming or boiling, immediately rinse
thoroughly with water. Re -rinse as required to remove muriatic acid solution. Note:
if acid etching is not_practical, shotblasting is an acceptable alternative. However. proper
care and procedure should be taken to leave the concrete surface as unopened as possible.
07141 FOUNTAIN WATERPROOFING
Dated June 3, 2010
C. Cracks and Cold Joints: Visible hairline cracks (up to 1/16" in width) in concrete and
cold joints shall be cleaned, primed and treated with polyurethane deck coating material
a minimum distance of 2" on each side of crack to yield a total thickness of 30 dry
mils. Large cracks (over 1/16" in width) shall be routed and sealed with sealant
approved by manufacturer. Sealant shall be applied to inside area of crack only,
not applied to deck surface. Detail sealed cracks with polyurethane deck coating
material a distance of 2" on each side of crack to yield a total thickness of 30 dry
mils.
D. Control Joints: Seal secondary control joints with sealant approved by
manufacturer. Sealant shall be applied to inside area of joint only, not applied to deck
surface. Detail sealed jointswith polyurethane deck coating material a distance of 2" on
each side of joint to yield a total thickness of 30 dry mils.
E. Sheet Flashing: install sheet flashing where indicated on the drawings prior to the
application of base coats.
F. Surface Condition: Surface shall be clean and dry prior to coating.
3.3 APPLICATION
A. Primer: Apply primer at a minimum rate of 1/3 gallon per 100 square feet to all concrete
surfaces. Within 24 hours of application of primer, base coat must be applied. If
base coat cannot be applied within 24 hours, re -prime.
B. Base Coat: Apply 1 gallon per 100 square feet of polyurethane coating material to
deck surfaces to yield an average 12 dry mils in strict accordance with procedures
outlined by manufacturer. Extend base coat over cracks and control joints which
have received treatment. Supply base coat same day as prime coat.
C. Second Base Coat: Apply 1 gallon per 100 square feet of polyurethane coating
material to deck surfaces to yield an average 12 dry mils in strict accordance with
procedures outlined by manufacturer. Vertical surfaces may require additional coats
to build film to design thickness.
D. Top Coat: Mix manufacturer's recommended chemical resistant polyurethane at a
ratio of 2:1 for three minutes. Apply two coats at a rate of 280 square feet per
gallon per coat to yield an average of 7 dry mils in strict accordance with
procedures outlined by manufacturer total system coating thickness averages 31 dry
mils. Vertical surfaces may require additional coats to build film to design
thickness. dote. if more than 24 hours lapse between top coat applications, the
first top coat must be sanded prior to second tap coat application. Repeat this stern for
additional coats.
E.
1. Top coat shall be colored black.
3.4 CURING, PROTECTING, AND CLEANING
A. Cure waterproofing according to manufacturer's written recommendations, taking care
to prevent contamination and damage during application stages and curing.
Do not permit foot or vehicular traffic on unprotected membrane.
B. Protect waterproofing from damage and wear during remainder of construction period.
END OF SECTION
THERMAL & MOISTURE PROTECTION DIVISION - 7
07900 JOINT SEALERS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS:
A. General provisions of the Contract and other applicable parts of the Construction
Documents apply to this section.
1.2 WORK:
A. THE APPLICATIONS for joint sealers, but not limited to:
1. Pavement and sidewalk joints.
2. Concrete construction joints.
3. Fountain wall joints.
B. GENERAL PERFORMANCE: Joint sealers are required to establish and maintain airtight
and waterproof continuous seals on a permanent basis, within recognized limitations.
Sealing all exterior joints, cracks, holes or penetrations as required to make airtight and
soundtight.
1.3 WARRANTY. -
A. All caulking and sealant work shall be warranted, in writing, against all defect of material
and application for a period of three years after date of acceptance.
1.4 SUBMITTALS:
A. PRODUCT DATA: Manufacturer's product specifications, handling/installation/curing
instructions, and performance tested.
1.5 JOB CONDITIONS:
A. Do not proceed with installation of sealants under unfavorable weather conditions.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Provide products of one of the following: Dow Corning Corp.; Midland, HI; General Electric
Co.; Waterford, NY; Percora Corp.; Harleysville, PA; Sika Chemical Corp.; Lindhurst, NJ;
07900 - 1
THERMAL & MOISTURE PROTECTION DIVISION - 7
Sonneborn/Building Products, Inc.; Minneapolis, MN; Woodmont Products, Inc.; Huntingdon
Valley, PA.
2.2 MATERIALS:
A. GENERAL SEALER REQUIREMENTS: Provide colors to match surrounding materials.
Select materials for compatibility with joint surfaces and other indicated exposures.
B. CAULKING COMPOUNDS; OIL AND RESIN BASED CAULKING COMPOUND (0/R-CKC):
Complying with either ASTM C570, or FS TT-000598C; type as required for application
(gun or knife); nonstaining, nonbleeding, paintable.
C. MISCELLANEOUS MATERIALS:
1 . JOINT PRIMER/SEALER: Recommended by sealant manufacturer for joint surfaces
to be primed or sealed.
2. BOND BREAKER TAPE (BB-TP): As recommended by sealant manufacturer.
3. SEALANT BACKER ROD (S-BR): Compressible rod stock as recommended by
sealant manufacturer for back-up of and compatibility with sealant.
PART 3 - EXECUTION
3.1 LOCATION:
A. Caulking and Sealant compound installed to make joints airtight and watertight.
1. All exterior joints, cracks, holes and penetrations where air, water, or sound could
penetrate.
2. Control and expansion joints in exterior masonry.
3. All other locations indicated to be sealed.
4. Silicone sealant may be used in all areas except where sealant comes in contact
with concrete, masonry units or similar materials.
3.2 INSPECTION:
A. INSTALLER MUST EXAMINE substrates. Do not proceed with joint sealer work until
unsatisfactory conditions have been corrected.
3.3 JOINT PREPARATION:
A. CLEAN JOINT SURFACES immediately before installation as recommended by sealant
07900 - 2
THERMAL & MOISTURE PROTECTION DIVISION - 7
manufacturer.
3.4 INSTALLATION:
A. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS except where
manufacturer's technical representative directs otherwise.
3.5 CURE AND PROTECTION:
A. CURE SEALANTS and caulking compounds in compliance with manufacturer's instructions
and recommendations, to obtain high early bond strength, internal cohesive strength and
surface durability.
END OF SECTION 07900
07900 - 3
1 - Existing/Light Fixture Lamp @ Crescent Drive
New Light Pole:
Design to be similar in globe design, shaft and base
design to existing Light Poles at Crescent Drive.
Design to be reviewed with staff for compliance.
2 - Existing/Light Fixture Base @ Crescent Drive
New Lighted Bollard:
Design to be similar to existing Light Poles at
Crescent Drive
Design to be reviewed with staff for compliance.
New Lighted Bollard:
Augusta 4201LB with fluted shaft 5" diameter shaft,
one piece construction, concealed anchor bolts, 17"
diameter base, 42" tall, 70 watts by
Sternberg Lighting
555 Lawrence Avenue
Roselle, IL 60172
Phone: 800-621-3376 E-mail: info@sternberlighting.com
3 - New/Lighted Bollard @ Plaza/Walks
New Metal Bench:
Steel Bench #58-60 with backrest and center
armrest by
Dumor, Inc.
P. O. Box 142
Mifflintown, PA 17058-0142
Phone: 800-598-4018 E-mail: sales@dumor.com
- New/Metal Park Bench
Remodeled Fountain:
Approved design criteria to be followed in the
remodeling process.
Design to be reviewed with staff for compliance.
5 - Remodeled Fountain
h - New Bicvcle Racks
Front Lawn
New Bicycyle Rack:
125-20 Series Bike Rack, powder coated 2 7/8"
O.D. schedule 40 steel pipe for 5 bikes by
Dumor, Inc.
P. O. Box 142
Mifflintown, PA 17058-0142
Phone: 800-598-4018 E-mail: sales@dumor.com
Site Furniture & Features
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New Pedestal Drinkin Fountain:
Model 410 Series Drinking Fountain, powder
coated finish, one piece construction, stainless steel
receptor bowl, attached pet drinking bowl by
Most Dependable Fountain, Inc.
5705 Commander Drive,
Arlington, TN 38002 Toll Free 800-552-6331
Office 901-867-0039 www.mostdeUndable.com
7 - Trash Receptacle
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New Lighted Bollard:
Design to be similar to existing Light Poles at
Crescent Drive
Design to be reviewed with staff for compliance.
New Lighted Bollard:
Capitol Series, Model BOL/C44/13/L-CL/BK-
M100/120 with 16 fluted shaft 7.511 diameter shaft, one piece
construction, concealed anchor bolts, 13" diameter base, 44"
tall, 75 watts by
Antique Street lamps, Inc.
P.O. Box 150279
Austin, TX 78715-0279
Phone: 512-295-3585 E-mail:antiquestreetlamps.com
8 - New/ Bollard (� Plaza/Walks MacArthur Park - Front Lawn
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New Trash receptacle:
Hand built, welded 3 inch steel straps, fabricated in
40 dia. circle, painted to contain 55 gallon steel
drums w/ plastic liners to match existing trash
receptacles in the park by
L. R. Park & Rec. staff
Site Furniture & Features
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