13-113.00 Avista: Sullivan Bridge Drain Retrofit Conduit Hangers & Core HolesMEMORANDUM OF UNDERSTANDING
BETWEEN THE CITY OF SPOKANE VALLEY AND
AVISTA CORPORATION
FOR INSTALLING CONDUIT HANGERS AND DRILLING CORE HOLES
AS PART OF THE CONSTRUCTION OF THE
SULLIVAN ROAD BRIDGE DRAIN RETROFIT PROJECT, CIP 0150
THIS MEMORANDUM OF UNDERSTANDING (MOU) is entered into by and between the
City of Spokane Valley (the City) and Avista Corporation ( Avista). The City and Avista are
sometimes referred to individually as a "Party" and collectively as the "Parties."
WHEREAS, as part of the Sullivan Road Bridge Drain Retrofit Project (Retrofit Project), the
City intends to install a storm drain system under the North Bound Sullivan Road Bridge over the
Spokane River that will require hanger supports and drilling through pier cap diaphragms;
WHEREAS, Avista currently has overhead high voltage feeder power cables supported from
poles along the west edge of the Sullivan Road right -of -way over the Spokane River;
WHEREAS, the City has requested Avista to relocate said overhead power cables;
WHEREAS, Avista has agreed to relocate said overhead power cables and decided to relocate
them to a conduit under the North Bound Sullivan Road Bridge; and
WHEREAS, the purpose of this MOU is to define responsibilities and allocate costs for work
related to the hanger supports and drilling for both Avista and the City.
NOW THEREFORE, the City and Avista do hereby agree as follows:
ARTICLE 1— RESPONSIBILITIES OF THE CITY
1.1 The City shall develop plans and specifications for the Retrofit Project, including plans and
specifications for hanger supports and pier cap core drilling.
1.2 The City shall include in the bid schedule of the Retrofit Project a bid item paying for hanger
support work ( "Hanger Bid Item ") and a bid item paying for pier cap core drilling, ( "Drilling Bid
Item ").
(a) The Hanger Bid Item will include a trapeze support, sufficiently wide to install a six -
inch conduit alongside of the stormdrain pipe; supported by hangers and anchors
designed and sized to support six -inch conduit with power contents.
(b) The Drilling Bid Item will include sufficient room within the pier cap penetrations to
route the six -inch conduit.
(c) The City will not install the following work underneath the northbound bridge that
will be required in the future to install the six -inch power and communication conduits:
i. Coredrill penetrations through either bridge abutment.
MOU Sullivan Road Bridge Drain Retrofit — Avista Corporation 2013 Page 1 of 4
It
ii. Hanger assemblies south of the storm drain piping work.
1.3 The City anticipates opening bids for the Retrofit Project in Summer 2013, and intends to
complete construction of the Retrofit Project, by Fall 2013.
1.4 The City shall select the lowest responsible bidder for the entire project.
1.5 The City shall oversee the Retrofit Project contractor during construction.
1.6 Upon awarding a contract for the Retrofit Project, the City shall have full control over the
resultant construction contract and shall be the administrator for the Retrofit Project. The City
shall install the storm drain system as part of the Retrofit Project. Nothing in this MOU shall
prohibit the City from making any design or construction modifications to the storm drain
system; provided the City shall ensure that any such changes still allow Avista to install a six -
inch diameter conduit adjacent to the storm drain under the northbound Sullivan Road Bridge.
ARTICLE 2 — RESPONSIBILITIES OF AVISTA
2.1 Avista shall relocate its overhead cable system and install a six -inch diameter conduit
adjacent to the City's newly constructed storm drain under the North Bound Sullivan Road
Bridge.
2.2 Avista shall use the trapeze hanger support as shown on the attached Exhibit A.
2.3 Avista shall obtain all necessary permits to perform its responsibilities under this MOU.
ARTICLE 3 — ALLOCATION OF COSTS
3.1 Avista shall, within 30 days of invoice from the City, compensate the City for the following
costs in an amount not to exceed $7,000 without the prior written approval of Avista's
Representative:
(a) One -third of the Hanger Bid Item costs; and
(b) One -third of the Drilling Bid Item costs.
3.2 The City shall include with its invoice a copy of the final Retrofit Project Pay Application
showing the final and original amounts for the Hanger Bid Item and Drilling Bid Item.
ARTICLE 4 — DURATION; AMENDMENT
4.1 This MOU shall become effective as of the date set forth above and remain in effect until the
City has been reimbursed in accordance with Article 3. This MOU may only be terminated early
by written mutual agreement of the Parties.
MOU Sullivan Road Bridge Drain Retrofit — Avista Corporation 2013 Page 2 of 4
4.2 This MOU may only be amended by written agreement of the Parties.
ARTICLE 5 — PARTY REPRESENTATIVES
5.1 For purposes of this Agreement, Avista's representative is Dan Knutson.
5.2 For purposes of this Agreement, the City's representative is Craig Aldworth, or current
Retrofit Project Project Engineer.
ARTICLE 6 — INDEMNIFICATION
6.1 The City shall indemnify and hold harmless Avista and its officers, agents, and employees,
from any and all claims, actions, suits, liability, loss, costs, expenses, and damages of any nature
whatsoever, by any reason of or arising out of any negligent act or omission of the City, its
officers, agents and employees, relating to or arising out of performance of this MOU. In the
event that any suit based upon such claim, action, loss, or damages is brought against the Avista,
the City shall defend the same at its sole cost and expense; provided that Avista reserves the right
to participate in said suit; and if final judgment in said suit be rendered against the Avista, and its
officers, agents, and employees, or jointly against the Avista and the City and their respective
officers, agents, and employees, the City shall satisfy the same.
6.2 Avista shall indemnify and hold harmless the City and its officers, agents, and employees, from
any and all claims, actions, suits, liability, loss, costs, expenses, and damages of any nature
whatsoever, by any reason of or arising out of any negligent act or omission of Avista, its officers,
agents and employees, relating to or arising out of the performance of this MOU. In the event that
any suit based upon such claim, action, loss, or damages is brought against the City, Avista shall
defend the same at its sole cost and expense; provided that the City reserves the right to participate
in said suit if any principle of governmental or public law is involved; and if final judgment in said
suit be rendered against the City, and its officers, agents, and employees, or jointly against the City
and Avista and their respective officers, agents, and employees, Avista shall satisfy the same.
6.3 If the comparative negligence of the Parties and their officers and employees is a cause of
such damage or injury, the liability, loss, cost, or expense shall be shared between the Parties in
proportion to their relative degree of negligence and the right of indemnity shall apply to such
proportion.
6.4 Where an officer or employee of a Party is acting under the direction and control of the other
Party, the Party directing and controlling the officer or employee in the activity and /or omission
giving rise to liability shall accept all liability for the other Party's officer or employee's
negligence.
6.5 Each Party's duty to indemnify shall survive the termination or expiration of the MOU.
6.6 The foregoing indemnity is specifically intended to constitute a waiver of each Party's
immunity under Washington's Industrial Insurance Act, chapter 51 RCW, respecting the other
party only, and only to the extent necessary to provide the indemnified Party with a full and
complete indemnity of claims made by the indemnitor's employees. The Parties acknowledge
MOU Sullivan Road Bridge Drain Retrofit — Avista Corporation 2013 Page 3 of 4
ti
that these provisions were specifically negotiated and agreed upon by them.
The parties have executed this Agreement this ( day of , 2013.
CITY OF SJRO"NE VALLEY
Mike Jackson, rt Manager
ATTEST:
Christine Bainbridge, City Clerk
AVIST CORPORATION:
41�v
By:
Its: Authorized Representative
APPROVED AS TO FORM:
Office o the City Xarney
MOU Sullivan Road Bridge Drain Retrofit — Avista Corporation 2013 Page 4 of 4
UNWN
shc; I IUN
1 Oor. 8'
1. CWRTRAC . Na M:i" ALL PPE tfNM% OMJN AND
OIAPNMWA LOCATIONS MOR i OCWNNINO MN3m "*A
1. PIK MPUNO: C LL CC P0911 M TO NOT CONMI
Wn 4mccP, OM4 OR OIAPNMCN LOCA ,] -
w
(r)
0
ru
1E
x
O
LL.
z
0
u
0150- SULUVAN BRIDGE OR" RETROFIT W- - mn pETULS
B MpoRwid er vGm nix, wahroad ammmm u+wao
IflW GN SgaOU� Nmuu SWM IDB PIPE HANGERANO BRACE PLAN
SPtINAVC YkllY.'MA A9106 CM 4W1� 4 V 17
��Al2Cy' BASE BID - SCHEDULE A
el�C..: A 4-o MDtk
--- �i------- - - - - - -� --
�" _ 4• rD,nwo 7 1D
7 1D vT w.1. • swmeu a � � eamwc eo
Y GV�
]w
SOUTH END DRAIN
y CONNECTION DETAIL
- - - -J: -- -_ -- — - - - --
°µms w,MN
w� ITR.I
77 Ly� h�•.1Pl�IYC
. M. i tlkW11a °flT I b tpyynE .w
Yw
s �ew1° a f f
- - - - -- _ .��---- - - - -"— I - --
----------
- --- - - - - --
NORTH END DRAM
PtPE TRAPEZE HANGER a CONNECTION DETAIL
z ASSEMBLY SECTION xri
— xr,
PIER DIAPHRAGM
BRACESECTION
4
I
I
W4 ASSwM1Y I
D D I
I
]'
H-
IN PI[St
AW
- - - -J: -- -_ -- — - - - --
°µms w,MN
w� ITR.I
77 Ly� h�•.1Pl�IYC
. M. i tlkW11a °flT I b tpyynE .w
Yw
s �ew1° a f f
- - - - -- _ .��---- - - - -"— I - --
----------
- --- - - - - --
NORTH END DRAM
PtPE TRAPEZE HANGER a CONNECTION DETAIL
z ASSEMBLY SECTION xri
— xr,
PIER DIAPHRAGM
BRACESECTION
PIERDIAPHRAGM
SECTION
--- -- ---- W
t!]
- - --), r--
--7 r -- w
--5 E
I I �
o
LL
�« I O
D ii I 5
6 8
INTERMEDATE
bIAPHRAGM
— BRACE SECTION
cAr oP SwWm Ydl.l l7l'iaSULLIVAMOGEBAIN R PETROFrt oieo en r ma o[uws
w
NB BRIDGE PIPING bETAILS
�" I °�'"wjsn= l�uo9i40 BASE BID -SCHEDULE A m m
4
I
I
I
j
II
I
Y�
I
I
I
Ii,
I`
I
- Euro°J
Y Il �(q�.y�0.nC MpG
°WIN VK
— — — —
— — — — — — — — — —
— — — —
PIER DLAPHRAGM
CORE HCLEPLAN
PIERDIAPHRAGM
SECTION
--- -- ---- W
t!]
- - --), r--
--7 r -- w
--5 E
I I �
o
LL
�« I O
D ii I 5
6 8
INTERMEDATE
bIAPHRAGM
— BRACE SECTION
cAr oP SwWm Ydl.l l7l'iaSULLIVAMOGEBAIN R PETROFrt oieo en r ma o[uws
w
NB BRIDGE PIPING bETAILS
�" I °�'"wjsn= l�uo9i40 BASE BID -SCHEDULE A m m
x11 vure � ;�yU'�
PLAN
tl�,wSwa ruR:
tLGVAI3VIN
DIAPHRAGM BRACE
ASSEMBLY
9 {A RE013Rm7
NR
Emu
MWINUH
k
3/(aH—T -�1ff PpC
1z BRACE U -BOLT DETAIL
Nm
f�f
r l
1 �
TNw(T{
is
PIPE TRAPEZE HANGER
to ASSEMBLY
xr,
—
L
r� '7
t3lln'tA R I� nom' � -ff(!f 11/1tl- Npt _ jfjfr Etl�a�pRdtp 5MC NRC
_ _
r 7 -3/4^ 2 -1/27 C-3/0' x_1/2• 7 -3/a" 3'
111 .
A 73 TRAPEZE
xm
I
o-u/1a-
L tln4?llY•
1 � -t� ow varlet .olr:
PLAN
xa-
i� d..nur vn�
m AYr Anorc
tl i
ELEVATION
NOTE:
GALVANIZE AFTER FAMCATION
BRACE ANCHOR PLATE DETAIL
tt (9 REQUIRED)
net
NWE8;
DRAIN FPE
ALL 0MN ME AND FlINIC£. 9 ALL CMCM 10 A5111 M3, DTANDAAD .'ilOLl.
PIPE SCH 40, OR APPRO MAL
DRAIN PIPE F1T11NM :µN.0 f GRVVLDOO VRALI3c CH APMVED NUA,
SIHGDTDRAL Sim
AU. PIA . MRD AND Sll P .''M A30, n. M M
THNCFDI:D ROD: A= A103 DRAM 0/, DR AS1M 0.440
DOLTMI AStM A323N
NUM AOM M2R1, 6Rh0C 9N
ALL SS PUM. DA(CI ANa SNAFW TO 3C aALVANRM AFfEA FAMICAt N N
ACCORDM'CE MTH AA4 TD N111,
ODLr, NLTM W� AND MR FA NW: M DE DALVANNCD IN ACLVRDANLE
WH A'liM Al9 DIL AA!RRD MI3x.
WELDING
ALL WELDING ;:EAU DE PMCRMED DY CQi. 0 MnW1 NAMNO CVRRINT
DPLRIEHCC IN TYPE."' ELF N'QD MOW ON ZRAINO OR NaS V E7C SERIF;
law KmRacm Ezcm0
aytll:Naaa. vmv 015GWLUVAN BRIDGE DRAIN RETRCFIT
0.pwa.r3 0l YWtlo KaM
tear Lwl lwaw•A.N», swo. lao PIPE HANGERANOBRACE DETAILS
BASE B0- SCHEDULE A
=11PFoPPY0u010
w
O
Q
U
4 M 73
r -�
Emu
MWINUH
k
3/(aH—T -�1ff PpC
1z BRACE U -BOLT DETAIL
Nm
f�f
r l
1 �
TNw(T{
is
PIPE TRAPEZE HANGER
to ASSEMBLY
xr,
—
L
r� '7
t3lln'tA R I� nom' � -ff(!f 11/1tl- Npt _ jfjfr Etl�a�pRdtp 5MC NRC
_ _
r 7 -3/4^ 2 -1/27 C-3/0' x_1/2• 7 -3/a" 3'
111 .
A 73 TRAPEZE
xm
I
o-u/1a-
L tln4?llY•
1 � -t� ow varlet .olr:
PLAN
xa-
i� d..nur vn�
m AYr Anorc
tl i
ELEVATION
NOTE:
GALVANIZE AFTER FAMCATION
BRACE ANCHOR PLATE DETAIL
tt (9 REQUIRED)
net
NWE8;
DRAIN FPE
ALL 0MN ME AND FlINIC£. 9 ALL CMCM 10 A5111 M3, DTANDAAD .'ilOLl.
PIPE SCH 40, OR APPRO MAL
DRAIN PIPE F1T11NM :µN.0 f GRVVLDOO VRALI3c CH APMVED NUA,
SIHGDTDRAL Sim
AU. PIA . MRD AND Sll P .''M A30, n. M M
THNCFDI:D ROD: A= A103 DRAM 0/, DR AS1M 0.440
DOLTMI AStM A323N
NUM AOM M2R1, 6Rh0C 9N
ALL SS PUM. DA(CI ANa SNAFW TO 3C aALVANRM AFfEA FAMICAt N N
ACCORDM'CE MTH AA4 TD N111,
ODLr, NLTM W� AND MR FA NW: M DE DALVANNCD IN ACLVRDANLE
WH A'liM Al9 DIL AA!RRD MI3x.
WELDING
ALL WELDING ;:EAU DE PMCRMED DY CQi. 0 MnW1 NAMNO CVRRINT
DPLRIEHCC IN TYPE."' ELF N'QD MOW ON ZRAINO OR NaS V E7C SERIF;
law KmRacm Ezcm0
aytll:Naaa. vmv 015GWLUVAN BRIDGE DRAIN RETRCFIT
0.pwa.r3 0l YWtlo KaM
tear Lwl lwaw•A.N», swo. lao PIPE HANGERANOBRACE DETAILS
BASE B0- SCHEDULE A
=11PFoPPY0u010
w
O
Q
U
4 M 73