HomeMy WebLinkAboutCAG2020-079 - Change Order - #2 - HCI Industrial & Marine Coatings, Inc. - 125K Reservoir Recoating and Fall Protection Improvements - 01/12/2021KENT
Agreement Routing Form
For Approvals, Signatures and Records Management -
This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms'
(Print on pink or cherry colored paper)WaSHtNGToN
Department:
PW Engineering
Originator:
S. Anderson
Date Required
N/A
Date Sent:
3W|21
Date of Council APProval
N/A
Authorized to Sign:
E Director or Designee E MaYor
Grant? EYes E No
Type: N/A
Budget Account Number:
w20050.641 10.330
Budget? EYes E No
Category:
Contract
Vendor Name:
HCI lndustrial & Marine Coatings
Sub-Category:
Change Order #2
Vendor Number:
1787669
project Name: 125K Reservoir Recoating and Fall Protection lmprovements
Replace failing @nductoF that run trom lhe main pump building to the oxisting.@nkol valve vault. This work includes all lrenching, ex€valion and back flll necessary Io
#;;i; i;,; ;1,k, ;;;i into rne e"isting oi,itJing,Lpp'rcximareiy oso LF sche; Bo mnduit, three (3) EA J 1 | tvpe 2 hand holes, and all relatod @nduit @nneclore' The
@nductoF shall teminate in a tox tocateJon th;easi side ofth; aftitude valve vault and pen"tr"tLin" ouitdi'i! in u simllar fashion as the @ntract @nduit penelrationsProject Details:
Basis for Selection of Contractor: $i6l
Terminarion Date: 135 Working DaYS
Agreement Amount: $1 6, 1 53.28
start Date: 31312020
Local Business? E Yes EI No"
*lf meets requirements per KCC 3.70.100, please complete 'Vendor Purchase-Local Exceptions" form on Cityspace'
Contract Number:
cAG2020-079
Notice required prior to disclosure?
EYes E No
Comments:Date Received by City AttorneY
Date Routed to the Mayor's Office:
Daie Routed to the CitY Clerk's Office:
id(W22171_l_i0 Visit Documents.KentWA.gov to obtain copies of all agreements
KENT
WASHINGToN
CHANGE ORDER NO ' #2
NAME OF CONTRACTOR: HCI Industrial & Marine Coatings ("Contractor")
CoNTRACT NAME & PROJECT NUMBER;125K Reservoir Recoating & Fall Protection Improvements
ORIGINAL CONTMCT DATE: March 3' 2020
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the pafties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equiPment necessary to:
Replace failing conductors that run from the main pump building to the
existing control valve vault. This work includes all trenching, excavation,
and back fill necessary to compete the work, coring into the existing
building, approximately 650 LF sched 80 conduit, three (3) EA J11 type
Z handhoies, and all related conduit connectors. The conductors shall
terminate in a box located on the east side of the altitude valve vault
and penetrate the building in a similar fashion as the contract conduit
penetrations.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum,
(including applicable alternates
WSST)
and
$1,35E,412.00
Net Change by Previous Change Orders
(i ncl. applica ble WSST)
$35,792.10
Cu rrent Contract Amount
(incl. Previous Change Orders)
$1,394,204.10
Current Change Order $14,684.E0
Applicable WSST Tax on this Change
Order
$1,468.48
Revised Contract Sum $1,410,357.38
CHANGE ORDER - 1 OF 3
Original Time for ComPletion
(insert date)
125 working days
Revised Time for ComPletion under
prior Change Orders
(insert date)
135 working days
Days Required (+) for this Change Order 0 calendar days
Revised Time for ComPletion
(insert date)
135 working days
In accordance with Sections L-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
cirange ordei by signing below. nlso, pursuant to the above-referenced contract, Contractor
agree! to waive any protest it may have regarding this Change Order and acknowledges and
aicepts that this Cnange Order constitutes final settlement of all claims of any kind or nature
arising from or connectJd with any work either covered or affected by this Change order, including'
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change order, unless otherwise provided, does not relieve the
Contractor from sirict compliance wiih the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date'
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change order, prior to the effective date of tnis Change order, are hereby ratified and
affirmed, and t-lre terms of the Agreement, previous Change orders (if any), and this Change order
shall be deemed to have applied'
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement' which will
become effective on the last date written below.
Print Name: Chad Bieren, P.E.
Its Interim Public Works Director
CITY OF KENT:
(%t
DATE:
(title)
(signature)
E Cbrrlzz)lz
CONTRACTOR:
r4By
(titte)
DAfli 0111212021
Print Name I Joseph
I Vice President
(signature)
R Comelius
CHANGE ORDER - 2 OF 3
ATTEST:
\
Kent City Clerk
APPROVED AS TO FORM:
(appticable if Mayorb signature required)
Kent Law Depadment
[In thls 6eld, you may enter the electonlc fllepath wheE the contrad has been saved]
CHANGE ORDER - 3 OF 3
FILE NO: 2OO.2KENT
CHANGE ORDER WORKSHEET NO. 2
Construction Eng Division - Public Works
Project: I25K Reservoir Recoating Project No.:
Fed-Aid No.:
Contractor:
18-3008
nla
HCI
Project Engineer:
Capital Projects
Manager:
Gray & Osborne, Inc
Brian Shields
Date: 01-08-2021
I PROPOSED CHANGE
Re p ace fa I n9 co n d u cto rs th at ru n fro m th e ma n pu m p b u d ng to th e e X sti ng co ntro VA V e
VA u It Th rs W o rk n cl u d es a t re nc h I ng exc AV a ti on a nd b ac k fi n ecessa ry to com pete t he WO rk I,I
co fl n I n to th e exr sti n I b u d n I a p p rox m atel Y 6 5 0 LF sch e d 80 c o n d u it,th re e (3 )EA J 1 1 type 2t
bo catedhand holes, and all related con
on the east side of the altitude
contract conduit penetrations.
d u it con n e cto rS Th e co n d u cto rS sha term I nate n a X o
VA lve VA u t a n d p e n etrate th e b u d n I n a S m a r fa s h o n a S t h e
Total CO2 cost:L4 684.80 lus a licable taxes
II. REASON AND BACKGROUND FOR CHANGE
Th I s WO r k S n ecessa rY to re p ace fa ng c o n d u lt/c o n d u cto rs fo r rh e a t it u d e V a VC con t ro u n t
n d i m p rove the ove ra fu n cti o n a ity of t h e re S e rvo r mo n itori n s/co n tro syste m Tech n ca
o V e rs ht d ed co K W ater D e em Kev n S W I nfo rd
III. METHOD OF PAYMENT
NEW PAY ITEM(S)Not Applicable
Chan$e Order No.FOR ACCOUNT'TVG USE ONT.Y
Sch. No.Item Description Total
Est. Qty
Qty this
PE
Unit Unit Price Total Estimated Cost of
Item
I CO2 Electrical 1 1 LS $14.684,80 $14,684.80
Independent Estimate Attached
- REOUIRED
!CREATE PAY ITEM ONLY - Payment to be made
at a later date uPon completion of work
PAYTHIS PAY ESTIMATE
New Sub Reqrd?No
FOR ACCOUNI'NG UsE oNLvChan$e Order No.
GostUnit PriceQtvUnitB.l. No.onItemSch. No
Independent Estimate Attached ' REQUIRED
DELETE EXISTING PAY ITEM(S) per 1-09.5 Not Applicable
f NCREASE/DECREASE TO EXISTING PAY ITEM(S) ! lVot Applicable
T REV. DATE: 3/27/18
FILE NO: 2OO.2KENT
Chan$e Order No.mrrNcusEoNLY
Sch. No.B.l. No.Item Unit Unit Price Gost of ltem
I nd epen d ent E sti mate Attached REQUIRED
TOTAL ESTIMATED COST OF CHANGE ORDER *
THIS PAY ESTIMATE
xTotal of the Cost of ltem Columns
L4 684.80
IV. WORKING DAYS
80
Original Contract L25 Due This Change Order*o Previous Total 135
DATE:*
TOTAL WORKING DAYS*135
*This Change Order + P revious Total
All worlg materials and measurements to be in accordance with the Standard specifications
and Coniract Special Provisions for the type of work described.
Capital Projects Manager:Date: dt- dg_u
Construction Engineering
Supervisor:
Date:1i
2
Construction Manager:Date:t/a/zr
REV. DATE:3/27/L8
FILE NO: 2OO.2
KENT
3 REV. DATE: 3/27/L8
Shields, Brian
From:
Sent:
To:
Subject:
Attachments:
Connor, Eric
Friday, January 08,202L 9:23 AM
Shields, Brian
FW:W20050 Added Conduit Pricing Request - 125K Reservoir
HCI COp Ogl.pdf; L25k Reservoir Recoating and Fall Protection Improvement - REVISED
SHEET....pdf
Eric Connor, Construction Engineering Manager
Phone 253-856-5533 | Cell 253-797'0693
CITY OF KENT, WASHINGTON
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Kuehne, Paul <PKuehne@kentwa.gov>
Sent: Wednesday, July 22,2O2O 4:39 PM
To: Connor, Eric <EConnor@ kentwa.gov>
Cc: Bauer, Sean <SBauer@kentwa.gov>; Swinford, Kevin <KSwinford@kentwa.gov>; Reed, Jim <JReed@kentwa'gov>
subject: FW: w20050 Added conduit Pricing Request - L25K Reservoir
Hello Eric,
Shall the City accept the Contractor's $16,153 added electrical work proposal? In addition to the
electrical work already included in the project the City seeks to replace electrical conductors
discovered to be failing after the project bid. The proposal includes placement of 650 LF of
Schedule gO 2, pVC colnduit, 3 handholds, associated material, equipment and work as outlined
below and attached.
The request was made by the Water Department. The Contractor's proposal was vetted by the
Water Department and t. fne Contractor's cost for trenching I find to be high but their sub-
contractor markup and prime markup are low. Overall I find the proposal to be representative of
industry standard.
Paul Kuehne, Construction Engineering Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5543 | Cell 253-74O-5O15
PKuehne@KentWA.qov
CITY OF KENT, WASHINGTON
From: Swinford, Kevin i
Sent: Wednesday, July 22,2020 6:43 AM
To: Kuehne, Paul<PKuehne@kentwa.gov, .-
Cc: Reed, Jim <JReed@kentwa.gov>; Bauer, Sean <SBauer@kentwa.gov>
subject: RE: w20050 Added conduit Pricing Request - L25K Reservoir
1
Hello Paul
The proposal looks comPlete.
To answer your question. They will be adding additional trenching, additional conduits, additional
handholds and core drilling the main pump OuitAing to install these additional conduits in the
building. They will not be core drilling the altitude valve vault.
Kevin R Swinford, sceonrechnician
Water Section I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5613 | Cell 253-740-6590
kswinford@KentWA.qov
CITY OF KENT, WASHINGTON
KentWA.oov Facebook j i,,Ji ,, 1:r. youTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E'MAIL
From: Kuehne, Paul <PKuehne@kentwa.gov>
Sent: Monday, July 20,2O2O 1-1:35 AM
To: Swinford, Kevin <KSwinford @kentwa.gov>
Cc: Reed, Jim <JReed@kentwa.gov>
subject: RE: w20050 Added conduit Pricing Request - L25K Reservoir
Hello Kevin,
please review the attached proposal for any unneeded items and your overall impression of
value
Are they pretty much just dropping two conduits in a trench they are already digging and adding
a couple of boxes?
I know we are not core drilling the altitude valve vault but does the work involve other core
drilling?
Paul Kuehnet Construction Engineering Superuisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5543 | Cell 253-74O-5O15
PKuehne@KentWA.oov
CITY OF KENT, WASHINGTON
From: Ra ndy Cornelius [mailto: ra ndv@hci-coatings.com]
Sent: Monday, July 20,2O2O 10:28 AM
To: Kuehne, Paul <PKuehne@kentwa.gov>
Cc: accounting@hci-coatings.com
subject: RE: w20050 Added conduit Pricing Request - t25K Reservoir
Good Morning Paul,
Please find attached COP-1 for the additional electrical work as requested
2
EXTERNAL EMAIL
Thank you
Randy
t HAIts e{
Il
..r!':"3L\r
{:c*tr
r "*qlJ,r
Randy Cornelius - Vice PresidenUPM
PH-360-260-9250
FX-360-260-0096
P.O. Box 1573
Brush Prairie, WA
98606
www.hci-coatings.com
ra ndv@hci-coati ngs.com
From: Kuehne, Paul fmailto:PKuehne@kentwa.gov]
Sent: Wednesday, June 10, 2020 6:49 PM
To: Randy Cornelius - HCI Coatings (randv@hci-coatings'com)
Cc: Connor, Eric; Bauer, Sean; Swinfbrd, Kevin; Reed, Jim; Araucto, Joseph; Ghanim, Mazin; marym@hci-coatinos.com;
Russ Pofter - Gray & Osborne, Inc. (roorter@g-o.com); Ryan Hale (rhale@o-o'com)
Subject: Added Conduit Pricing Request - 125K Reservoir
Hello Randy,
Please provide pricing to add the following work:
In addition to the electrical work already included in the project the City seeks to replace failing
electrical conductors that run from the main pump building to the existing control valve vault.
The control valve vault is located in the open area approximately half way between the main
pump building and the LZ:sK tank. This work will include handholds and two each 2" schedule 80
conduits as shown on the modified plan sheet attached. The handholds should match what is
already called out for the project. No wire or pull tape needed. The City will pull the required
wire at a later date. The conduits shall terminate in a pull box on the east side of the altitude
valve vault and penetrate the building in a similar fashion as the contract conduit. There is no
need to core driil the altitude valve vault. The (2) added conduits shall be stubbed up into a
handhole along the east side of the control vault and then run south to intersect the new
electrical trench. The added conduits run alongside the new contract conduits in the same trench
and terminate at the SE corner of the control building in the same location and manner as the
others.
Thank you for your helP.
please feel free to call Kevin Swinford (253 856-5613 KSwinford@kentwa.gov) with technical
questions.
3
Pau I Kueh lte,, Construction Eng ineering Su pervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5543 | Cell 253-740-5015
PKuehne@KentWA.gov
CITY OF KENT, WASHINGTON
4
Brush Prairie, WA
98606
www.hci-coatings.com
randv@hci nos.com
From: Kuehne, Paul [mailto:PKuehne@kentwa.gov]
Sent: Wednesday, June 10, 2O20 6:49 PM
To: Randy Cornelius - HCI Coatings (randy@hci-coatings.com)
Cc: Connor, Eric; Bauer, Sean; Swinford, Kevin; Reed, Jim; Araucto, Joseph; Ghanim, Mazin; marym@hci-coatings'com;
Russ Porter - Gray & Osborne, Inc. (rpofter@g-o.com); Ryan Hale (rhale@g-o.com)
Subject: Added Conduit Pricing Request - 125K Reservoir
Hello Randy,
Please provide pricing to add the following work:
In addition to the electrical work already included in the project the City seeks to replace failing
electrical conductors that run from the main pump building to the existing control valve vault.
The control valve vault is located in the open area approximately half way between the main
pump building and the L2sKtank. This work will include handholds and two each 2" schedule 80
conduits as shown on the modified plan sheet attached. The handholds should match what is
already called out for the project. No wire or pull tape needed. The City will pull the required
wire at a later date. The conduits shall terminate in a pull box on the east side of the altitude
valve vault and penetrate the building in a similar fashion as the contract conduit. There is no
need to core drill the altitude valve vault. The (2) added conduits shall be stubbed up into a
handhole along the east side of the control vault and then run south to intersect the new
electrical trench. The added conduits run alongside the new contract conduits in the same trench
and terminate at the SE corner of the control building in the same location and manner as the
others.
Thank you for your help.
Please feel free to call Kevin Swinford (253 856-5613 KSwinford@kentwa.oov) with technical
questions.
Pauf Kuehne, Construction Engineering Supervisor
Construction Management I Public Works Department
220 Fourth Avenue South, Kent, WA 98032
Phone 253-856-5543 | Cell 253-740-501s
PKuehne@KentWA.gov
CITY OF KENT, WASHINGTON
2
6 hu\BINC
f,ilrcI
PO Box 1573, Brush Prairie, WA 98506
CONTRACT CHANGE ORDER NO.
PROJECT: W20050-125 K Reservoir Recoating and Falllmps,
CO NO: COP-1
CONTRACTOR:HCilNC.
DESCRIPTION OF CHANGE ORDER WORK:Replace Fai line Electrical Conductors from Pump Blde. to control Valve
vault, 2 ea. 2" conduit, Hand Holes and coring as requested.
The Contractor agrees that this change order represents full and final compensation to add the work described herein. \
This Change Order adds 0 day, modifying the contract time to 125 W days'
The payments and/or additional time specified and agreed to in this Change Order shall include any claim by the Contractor
for any extra compensatlon or extension of time with respect to the work
have resulted prior to executing this Change Order.
Except as herein modified, the terms of the basic contract shall remain in
Receipt acknowledged and terms and condltions agreed to by;
described herein, lncluding any time
full force and effect.
,920.00s
8,464,82$souRcE EtEcTRlc PRoPoSAL DATED 7/1712020
2,500.00sTRENCHING, EXCAVATION BACKFITL APROX 50 FEET
1,500.00$BUILDING CORING
s
s
$
623.24$Overhead, @ 5%
1,308.81)Proflt @ 10%
287.94slnsurance/Bonds @ 2%
L4,684.8O$subtotal
L,468.48$WA State Sales Tax 10%
$ 1,251,073.28
$
Original Contract Amount:Amount of Previous Change Orders:
CHANGE ORDER PRlCE:increase/decrease
Subtotal $L6,753.28
TOTAL CHANGE ORDER PRICE 16,153,2B
REVISED CONTRACT
7l2O/2020
R Cornelius
Vice President
(Dote)(rkte)
Approved for CM/GClOwner:
(OvnerJ (Dote)(cM/Gc)tDote)
(Prciect Englneer)w
comments:
City Requested CO to Replace Failing Elecrical Conductors that run from the Main Pump Building to th
includes hand holes and Two 2" conduits schedule 80. no wire or pull tape needed. City to pull at a lal
change order request date 6/10 /2A2A by e-mail-Paul Kuehne
Iounfiffi
Title:
O\,vner Ref fl:
Prime Contractor Ref #:
Sub Contractor Ref #:
Proiect Submittal #:
Associated BFI il:
Added Work Days:
Condult & Handhole Additlon
CHANGE ORDER REQUEST
Dat€ submltted
PRO'ECT NAMEI
7l17l2o2a
Kent 125k Reservoir
con 01
2
Work:
lncludes furnlshlng lnsta 2" sched 80 PVC Booster to lust East of
shorvn on revised sheet G-1. Excludes approx.45'of trenching and building coring to bring nev/ conduits in.
Lobor Breakdown
(3) new handholes as
subTotal Markuo Total
29o,6
Total S 371.90 e77.8s s $349.75
2t%
Total 560.00 L7 677.60
Total
2in/;
596.59 .47
7s%
Ghange0rderTolal 5 S e,464'82
st
Matefiols
Source Elert.ic signatu/e
711712020
OTY Unlt Rate Total costDoscrlDtlon
35 HR s 96.34 5 3,371.90Foreman lnside Wireman s 83.82 s0HRlournevman lnslde Wireman
0 HS I 41.53 sAporentice lnslde Wireman (period 3)
QW Unlt Unlt Cost Total CostDescrlotion
HR 5 16.00 S s5o.oo351/2 ton pickup r,rith tool canopy s 4.00 s0HRU2-2" olpe threader
s0HR$ 4.001/2-2'conduit bender
s
Total costATYUnltUnlt CostDescrlptlon
650 EA S1.38 S 893.88Condult Sched 80 s 625.00 1,875.003EAlll Tvpe 2 Hand Hole
?2.O114EaS 5.14PVC Bell Fnds t EA s .87 59.87PVc Glue
QTY Unit Unlt Cost Total CostDescrlptlon
IJ flil8#flff880
t5 s s0
s0LSs
il
NEC,A llanuat o, Labor Unlls
2015-2016 Edlllon
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u16t2020 Shopplng Cart ' Plall El€cttc supdy
Search Producls q 0' 3t, H'Wo'ro here lo h€lpl v
G40436S
It€m #: 0051575 I'lfr: I'tultiple
cost Codei Asslgn
Clear PVc Cement, l,ledium Eodled 404,
,,tlth Brush Top, Iflcludes: l'Quart
2PBE
ttem s: 0069188 a'lfr: I'lultiPle
Cost Code: Assign
2n PVC Aell End,
2PSA
Jtenr #: 0069199 t'lfr: I'lultlPle
Cost code: Assign
2 Inch oiameter, Rigid Non-htetalllc
Condult, Belled End, llaterlal: Pvc,
Schedule 80, Length: 10 feet, Color: G.'.
l;lorc
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I Bremertonr 1 2
Comments Ssve For Lat€r
i gr€nrsrtont 20
Comrnents save For Later
i Bromsrtoni 260
comments Save For Later
slrip Location - AvallabllityTotal Tax O
Remove
14
solrce Electdc LLc {Account tr 263054) cart# ??zlLlgs
qty uoPl Prlce
En $9.86s8 $e.87 u
EA $5.14338 $72,ot
FT $ 1.37s2 $893,88
Subtotal ie75.76
ffi
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Removo
650
Renloye
Topr Sav€d Garts O sorted nevest to otdest
1
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RESERVOIR DIMENSIONS
O{PACfi: 125,000 GALLONS
D|AMETER (TAI{K BowL) - 32'-0'
DIAGOf.IAL BETTYEEN FOONNGS = 59,-7.
DTAMETER (RTSER) = 3'-0'
HEIGHT (TANK BowL) = 23'-2"
HEIGHI (I0 ovERFL0w) = 9E'-2'
FULL TANK HEIGHT - 103'-2'
32'-O'
EXAMPLE OF SECTION NUMBERING SYSTEM
AND PLAN/DRAWING TITLES
FOR DETAILS SUBS]ITUTE DETAIL NUMBER FOR SECIION LEIIER
SECNON CUT
ON SHT. M-1 L SEC'IION I..ETIER
OR DETAIL NUMBER
ELEVATIO.I MEW
ON SHT. M-1
N
Ino
oN sHT. M-2 IH|S SECION
IS IDENIIRED AS:
SECTION
SCALE:
sHT. ON WHtC+r SEC'IION
OR DETAIL APPEARS
SECTION IITIER
OR OETAIL NUMBER
DETAILS ARE REFERENCEDIN A SIMILAR MANNER
EXCEPT NUMBERS ARE
USED INSIEAD OF LET'IERS
SHT. FROM III{ICH SECTION
OR DETAIL WAS TAKEN
SECTION LETIER
OR DETAIL NUMBER
SECTION LET1ER
OR DETAIL NUMBER
SECNON IS TYPICAL
TO MANY PLACES
SECTION APPEARS ON
SAME DWG AS CUT
ABBREVIATIONS GENERAL NOTES
,t
0
c.,P
CLR
DWG
EA
EQUIV
rsw
MAX
MDR
MIN
NO
NTS
PL
AND
DIAMETER
COMPLEIE JOINT PENEIRATION
CLEARANCE
DRAWNG
EACH
EQUIVAI-ENT
INTRUSION SWfTCH
MAXIMUM
MOTION DETECTOR
MINIMUM
NUMBER
NOT TO SCALE
PLATE
PROGMMMABLE LOGIC
CONTROLLER
POLWI.ffL CHLORIOE
RIGID G'cLVANIZED STEEL
SOUTH
SHEET
STAINTESS S'IEEL
STANDARD
TYPICAL
IN GENEMI- EXISNNG STRUCTURES ANO FACILMES ARE NOIED AS 'D(ISTING, AND ARE
SHOWN lN UGHT LINE WAGHIS 0R AS SCREENED BTqCKGROUND' NEW C0NSTRUCTION'
S]RUCTURES, FACILITIES, AND FE{ruRES ARE SHOWN IN HEAV/ UNE WEIGHTS.
2. IHE CONTRACTOR SH,A[ VERIFY ALL D(IS'TING CONDITIONS PRIOR TO STARTING WORK AND
SHALL NOTTFY T}IE ENGINEER OF ANY DISCREPANCIES,
3. AII DIMENSIONS SHOWN ON ITIE CONTRACT DMWNGS AND DESCRIBED IN lHE
SPECIROCNONS REFER TO llIE HORIZONTAL AND VERTICAL PROJECTED PLANES' UNI.'ESS
OIHERWISE INDICATED.
4. WASTEMUL TO INCLUDE DISPOSAL
5. INSTALUTION OF PAIMENS PLUGS SHALL BE AT THE OPNON AND EXPENSE OF l}IE
CONIRACTOR AND SIIAI-I. BE INCLUDED IN IHE CONIRACT BID AHOUNT,
6. CIW WLL TAP AND INSIALL WENED UNE.
LIST OF TASKS
. REMOVE BATTERI POWERED INTRUSION A.ARMS AND WRELESS RADIOS AND REIURN TO Cll/.
. INSTALL A PLATFORM TANDING AT THE TOP OF THE ACCESS LAI}DER.
. INSTALL ROOF PIATFORM.
. REMOVE AND REPI.ACE CATWALK GUARDMIL AND INSTALL s,If,EIY C'ABT-E SfSIEM.
. REMOTE AND REPLACE ACCESS LADDER FROM GROUND TO CATWALK INCLUDING SAFETT CAGE
AND ANTI-CLIMB MESH AND INTERMEDIqTE LADDER PLATFORM MIDWAY UP THE ACCESS LADDER.
REMOVE AND REPTACE T}IE D(ISNNG LEVEL GAUCE AND BOARD ASSEMBLY.
REI'OVE EXIRA ATTACHMENT POINTS INCLUDING TRIPODS ON RESERr'OIR ROOF
REMOVE AND REPTACE D(ISflNG ROOF VENT AND RISER.
INSTALL SAMPLE TAP AT BASE OF RISER PIPE.
. REMoVE ONE ROoF ACCESS HATGH AND REPLACE ANOTHER RoOF ACCESS HATCH AND
ASSOCIATED INIERIOR I.ADDER.
. PREPARE TANK INTERIOR FOR RECOATING. PREPARE RISER INTERIOR FOR RECOA'IING INCLUDING
PLUGGING INLET AND OVERFLOW PIPING.
. RECOAT TANK lNfERlOR, RISER |NTER|OR, OVERFL0W PIPE DCERIOR.
. PREPARE TANK D(IERIOR, RISER, SIRUCTURE AND APPURTB{ANCES FOR RECOATING' INCLUDING
CONTAINMENT
. RECOAT TANK EXIERIOR, RISER, SIRUCTURE Al'10 APPURTEMNCES.
. INSIALL INIRUSION AI-ARMS 0N ROOF VENT AND ROOF ACCESS HATCH. INSTALL MOTION
DEIECTORS AT I.ADDER PLA'IFORM AND INSTALL REQUIRED WRING AND CONDUFS. INSTAU
COTWENIENCE RECEPTACLE AND SPARE CONOUIT. CITY WLL MAKE FINAL CONNECNONS AT PLC.
. lNSTAtl- CONDUfT FROM ALflTUOE VALVE VAULT T0 CONIROL BUILDING AND RELOCATE
PRESSURE IRANSMfiER.
. CFY WILL TAP AND INSIALL WEITED LINE.
. CONTRACTOR TO INSTALL #16 SHIEI..DED PAIR FROM NEW PRESSURE TRANSMTNER BOX TO
PUMP BUILDING PLC. CIIY'TO MAKE Ri{AL CONNECTION AT PLC.
. DISINFECTION AND TESflNG.
. INSTALL CONDUTI FROM ALTITUDE VALVE VAULT TO CONTROL BUILDING AND RELOCAIE
PRESSURE IMNSMITTER.
CONSULTING
PLC
FVC
RGS
s
SHT
SS
SID
WP
&
N
I
i.)N
t/HANDHOLE NO.4 SPAREBOOSTER STATION
2"SPAREHANDHOTE NO.4 HANDHOLE NO.5
SPAREHANDHOTE NO. S HANDHOIE ilO.6
HANDHOTE NO.6 ALTITUDE VATVE VAUTT 2"SPARE
BOOSTER STATION HANDHOTE NO.4 SPARE
HANDHOTE NO.5 SPAREHANDHOLE NO.4
HANDHOTE NO.6 2"SPAREHANDHOLE NO.5
2"SPAREHANDHOLE NO.6 ATTITUDE VALVE VAUTT
SOURCE DESTINATION NOTESSIZECONDUCTORSNUMBER
c0107c"
co106-
co107B-
c0106A"
co107A-
co106B"
c0107"
co106c*
1:!
UTILITIES:
CONDUIT
18' D.r. (wAlER)
58'TOP OF PIPE
7.T, BOTTOM OF PIPE
UTILITIES:
CONDUTT (coMMs)
PIPETOP OF
c.t.
TOP
UTIUTIES:
(wArER)
OF PIPE
WRE.
WEITED
llAVETO
WEflED UNE IN 2, CONDUII
FROM ALTTruOE VALVE VAULT
TO NORTHWEST CORNER OF
TOP
CONDUIT
UTLITIES:
coNc. lR (sroRM)
TOP OF PIPE
BOTTOM OF PIPE
l\
rffiE:ErAirfi{l
lj
GUEIIGIIIIII
GTreEEIGUrrel.;"(!h A!ry
EE@TGUUr}CIITED
@ITEEDGUOD @(rITED
re[IreEGUrInl
GIreIT,. CutrlreD
reUEED' €IIEEEDff ffiil@
l:riwn'ftnil..n j EgE
EqE
- rdilIF'Ir.r:ilmn{rf, EIIEEE! I
@ E:[@
sr@ l
gtnEE
i
(wAlER)
OF PIPE
c.t.
TOP
RESERVOIR SITE PLAN
NOT TO SCILE
II3) RANIER AVEXUE SOIJIH SUIIE 3OO
ft ...