HomeMy WebLinkAbout1301 Approving Supplemental Electrical Plans & Specifications Phase I Horizons East BILL NO. 2014-028 ORDINANCE N0.1 d/
AN ORDINANCE APPROVING SUPPLEMENTAL ELECTRICAL PLANS AND
SPECIFICATIONS FOR THE PHASE I INFRASTRUCTURE IMPROVEMENTS WITHIN THE
HORIZONS EAST SITE
WHEREAS, Briarcliff Realty, LLC, a Missouri limited liability company, and the City of
Riverside, Missouri (the "City') entered into that certain Master Development Agreement dated
as of May 10, 2011 (the "MDA") which provides for, among other items, the construction of
Infrastructure Improvements on the Briarcliff Horizons Site (as such terms are defined in the
MDA); and
WHEREAS, Briarcliff Realty, LLC assigned its rights and obligations under the MDA, but
not its rights and obligations under the MDA First Amendment, to Briarcliff Horizons, LLC, an
affiliated entity of Briarcliff Realty, LLC, pursuant to Section 12.5(b) of the MDA; and
WHEREAS, on or about February 13, 2012, Briarcliff Horizons, LLC filed articles of
amendment with the Missouri Secretary of State changing its name to Riverside Horizons, LLC;
and
WHEREAS, on or around August 2012, Riverside Horizons, LLC, assigned all of its
duties and obligations under the MDA to construct and complete the public infrastructure and
other public improvements as set forth in the MDA, to NorthPoint Development, LLC
("Developer"), pursuant to Section 12.5(b) of the MDA; and
WHEREAS, Exhibit C of the MDA included a general description of the Phase I
Infrastructure Improvements; and
WHEREAS, MDA Section 5.2 requires the Developer to provide the City with
Construction Plans for the Infrastructure Improvements for each Infrastructure Phase and
provides that such Construction Plans are subject to approval by the City and appropriate
Governmental Authorities; and
WHEREAS, by and through Ordinance No. 1141, approved and passed by the Board of
Aldermen on July 31, 2012, detailed electrical specifications for the Phase I Infrastructure
Improvements (the "Original Specifications") were approved; and
WHEREAS, approval of supplementary electrical plans and specifications is required in
order to complete construction of the Phase I Infrastructure Improvements; and
WHEREAS, the City wishes to approve the detailed electrical plans and specifications
for the Phase I Infrastructure Improvements attached hereto as Exhibit A and incorporated
herein (the "Supplemental Electrical Plans and Specifications") that will supplement the Original
Specifications as necessary to complete the Phase I Infrastructure Improvements; and
WHEREAS, the Board of Aldermen find it to be in the best interests of the City in order
to further the objectives of industrial and economic development of the City, and the terms and
conditions of the MDA, as well as in furtherance of the objective to protect the health, safety,
and welfare of the businesses and citizens of the City, to approve the Supplemental Electrical
Plans and Specifications.
WA 5027416.1
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE
CITY OF RIVERSIDE, MISSOURI, AS FOLLOWS:
Section 1. SUPPLEMENTAL ELECTRICAL PLANS AND SPECIFICATIONS
APPROVED. In order to further the objectives of industrial and economic development of the
City, and the terms and conditions of the MDA, as well as in furtherance of the objective to
protect the health, safety, and welfare of the businesses and citizens of the City, the
Supplemental Electrical Plans and Specifications attached hereto as Exhibit A and
incorporated herein are hereby approved.
Section 2. AUTHORITY GRANTED. The Mayor, the City Administrator, Special
Counsel to the City and other appropriate City officials are hereby authorized to take any and all
actions as may be deemed necessary or convenient to carry out and comply with the intent of
this Ordinance and to execute and deliver for and on behalf of the City all certificates,
instruments, agreements and other documents, as may be necessary or convenient to perform
all matters herein authorized.
Section 3. EFFECTIVE DATE. This Ordinance shall be in full force and effect from
and after its passage and approval.
BE IT REMEMBERED that the above was read two times by heading only, PASSED
AND APPROVED by a majority of the Board of Aldermen and APPROVED by the Mayor of the
City of Riverside, Missouri, this 15`h day of April, 2014.
Kikibleen L. Rose, Mayor
N
ATTEST"
Robin Littrell;CA,y Clerk
Approved as to form:
Spol Fane Britt & Browne LLP
S eci Counsel to the City
by Joe Bednar
2 WA 5027416.1
EXHIBIT A
SUPPLEMENTAL ELECTRICAL PLANS AND SPECIFICATIONS
3 WA 5027416.1
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U18 U18
AUG. 2001 MATERIAL SPECIFICATION MAR 2009
PRECAST CONCRETE BASE
FOR PME-9 OR PME-17
PADMOUNTED SWITCHGEAR
1. Scope
This specification covers the precast concrete base used to support PME-9 or
PME-11 padmounted switchgear.
I 15 kV Units Stock No. 453-122
25 kV Units Stock No. 453-129
2. General Reauirements
Drawings showing dimensions and configuration of the base shall be submitted
for KCPL approval. Details shall be included that identify the materials used,
thickness, weight, and methods of reinforcement. Three copies shall be
submitted and, upon approval, an initialed copy will be returned. Further
approval will be required for any departure from the approved drawing.
3. Specific Reauirements
3.1 The base shall be a precast concrete, one-piece product capable of
supporting 8000 pounds static load evenly distributed over 500 square
inches of the top surface area.
3.2 The base shall be capable of withstanding internal and extemal fires and
shall be resistant to the effects of sunlight, weathering, chemicals, oil, and
brine.
3.3 Identification shall be permanently molded into the top surface and
centered near an edge. Such identification shall include the name and
address of the manufacturer, the model number, and the year of
manufacture.
3.4 The base shall be in accordance with KCPL Drawing No. U18-1.
Page 1 of 3
SUPERSEDES KANSAS CITY PdWEft & LIGHT CCIMPANY NUMBER
��g U18
AUG. 2001 MATERIAL BPECIFICATION MAR 2009
4. Alternate Pr000sals
Any manufacturer who is asked to submit a proposal under this specification and,
believing that equally good, better, or more suitable material could be furnished
under dif€erent specifications, should submit such departures as the
manufaeturer recommends together with the reasons. Exceptions to this
specification shali be submitted for approval.
Submitted by: �Iliaim Seidel
IWilliam Seidet
Approved by: Cra+a Parmeiev
Craig Parmeiey
Page 2 0#3
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U18 U18
AUG. 2001 MATERIAL SPECIFICATION MAR 2009
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Page 3 of 3
SUPERSEDES KANSAS CITY POWER 8 LIGHT COMPANY NUMBER
NEW DESIGN S9
OCT 2006 SPECIFICATION JAN 2010
CUSTOMER INSTALLED MANHOLES AND DUCT LINES
1. Scooe
1.1 This design specification covers customer installed conduit line and
manholes that KCP&L will take ownership of after completion of work.
Provided that all conditions within this specification are meet and
KCP&L has approved the design and installation.
1.2 This document does not replace customer communication with
KCP&L. Communication with KCPL must be timely and frequent to
ensure approval requirements are meet.
1.3 It is the customer's responsibility to ensure that the KCPL provided
plans are followed, any requested variations to KCPL Standards orjob
print must be submitted to the KCPL job sponsor. Authorization for the
modification must come from Standards Engineering prior to the
customer moving forward with the proposed modification.
2. Contractors
2.1 The use of a KCP&L approved vendor is required. These contractors
have installed this equipment in the past for KCP&L and have
experience with the requirements.
2.2 Approved Contractors
2.4.1 Contact the KCP&L Procurement T&D Manager for a list
of approved Contractors.
3. Manhole Repuirements
3.1 For new construction KCPL requires the use of pre-cast manhole
structures provided by approved vendors.
3.2 The contractor is responsible for informing the approved vendor that
the manhole is to be built for the KCP&L system. Upon request the
contractor shall provide KCP&L information that can verify the manhole
was built for the KCP8�L system from an approved vendor.
3.3 Approved Vendors
3.3.1 PRETECH CORP., 8934 Woodend Rd. Kansas City, KS
Page 1 of 4
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
NEW DESIGN S9
OCT 2006 SPECIFICATION JAN 2010
66111, (913) 441�600
3.4 The entire excavation area shall be Backfilled with a digable concrete
flowable fill mixture.
3.5 Applicable KCPL Standard Drawings
3.5.1 720.1-2 Manhole Necks and Cover Mountings
3.5.2 720.1-3 Manhole Flares Near Cable 7" from Wall
3.5.3 720.1-4 Corner Flare for Manhole
3.5.4 720-101 8' x 10' Manhole
3.5.5 720-102 8' x 12' Manhole
3.5.6 720-103 10' x 10' Manhole
3.5.7 720-104 10' x 12' Manhole
3.5.8 720-105 12' x 12' Manhole
4. Duct Line Reauirements
4.1 KCPL requires the use of gray Schedule 40 Electrical PVC with glued
joints. Foam filled conduit is not acceptable.
4.2 The conduits shall be concrete encased. The concrete to utilize a fly
ash mix with a maximum of size aggregate of'/z inch, strength of 2000
PSI at 28 days, and a maximum slump of 4 inches.
4.3 It is the responsibility of the contractor to ensure that the plant
understands the concrete is to be used with Schedule 40 PVC so that
the PVC does not have heat damage.
4.4 The outer conduits shall be encased with a minimum of 3 inches of
concrete fill.
4.5 Concrete blocks shall be used to support the duct line from the bottom
of the trench to ensure that 3" of concrete fill is obtained under the
bottom ducts of the duct bank. The spacing cannot be less than every
5 feet and should correspond with the spacing for the duct separators.
4.6 Proper strapping must be done in a manner hold the duct back
together securely as it is being built and during the concrete pour.
4.7 Provisions shall be made to hold the duct back down to prevent
floating during the concrete pour. One recommended method is to use
#4 Hold-Down Bars manufactured by Underground Devices,
installation must be done per manufacturer recommended practices.
Page 2 of 4
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
NEW DESIGN S9
OCT 2006 SPECIFICATION JAN 2010
4.8 The duct separator used must be the Wunpeece Spacer provided by
Underground Devices.
4.8.1 For 6-inch conduit part number 6W20-2 is required.
4.8.2 The separator must be installed per the manufacture's
recommendations. See Underground Devices Drawing 6W20-
2.
4.8.3 Separators must be spaced no less than every 5-foot; more
may be necessary to minimize conduit flex.
4.9 Applicable KCPL Standards Drawings
4.9.1 710.1-1 Conduit and Duct Bank General
4.9.2 710.1-2 Curb Markers Description and Installations
4.9.3 710.1-4 Installation of Conduit Under Railroad ROW
4.9.4 710.1-5 Conduit Transpositions
4.9.5 710.1-6 Protection of Foreign Structures Passing Trough
Conduit Lines
4.9.6 710.1-7 Conduit Line Curves
4.9.7 710.1-8 Conduit Line Curves with 5 degree Angle
Couplings
4.9.8 710.1-9 Typical Construction Concrete Encased Conduit
4.9.9 710.1-10 Typical Construction Concrete Encased Conduit
5. Order of Construction and Insoections
5.1 The order of construction shall be the pre-cast manholes be placed
first then the conduit lines shall be a continuous run from manhole to
manhole.
5.2 Inspections shall be performed throughout the project by KCP&L.
These include open trench inspections of the manholes prior to
backfill, conduit prior to concrete pour, and duct line after concrete
pour prior to backfill. If any part of the installation is covered prior to a
KCP&L inspection the contractor will be responsible for excavation to
allow for the required open trench inspection.
5.3 Any damage to the manholes or duct that occurs during construction
shall be the responsibility of the customer/contractor to repair. This
includes collapsed ducts if they are found during the installation of
cable.
Page 3 of 4
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
NEW DESIGN S9
OCT 2006 SPECIFICATION JAN 2010
Submitted By: Briun_�. �F'C'aer
B. J. Flier
Approved: Craip rl'�armeCey
C.M. Parmeley
Page 4 of 4
Reference Drawing: 700-109 '�
OPDBX-PME-CL PAD-BOX PRECAST SWGR PME-9/10/11(C-LBR)
IT QV DESCRIPTION MAT ID
1 1 BASE:71X771N;PRECASTCONCRETE',5514LB40PENING',281N;3t1 453122
Note: PDBX-PME:PRECAST PAD,KCPL INSTALLED.
PDBXC-PME-CP:CAST�N PLACE PAD,PROVIDED BY CUSTOMER.
PDBXC-PME:CAST IN PLACE PAD,KCPL INSTALLED.
DISTRIBUTION ; PADS&FOUNDATIONS Issued:otloll2oos
KC�°� CONSTRUCTION i --
STANDARDS ! Construction Drawings 700.2-17
]06109p1
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BASE FOR 15kV
PAIE-9 OR PME-11
PADNOUNT SWITCHGEAR
WITH OR WITHOUT
AUiO THROWOVER OPTION
GW, -E�C ?i.' ;2'n DWG: �OO��U9
DISTRIBUTION PADS&FOUNDATIONS Issued:8/2/2011
� KC�,� I C STANDARDSN Construction Drawings 700.2-18
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
PRECAST CONCRETE MANHOLE STRUCTURES
1. Scope
This specification covers precast concrete manhole structures in the sizes shown
in item 3.10.
2. General Requirements
Drawings showing dimensions and configurations of the manholes shall be
submitted for KCPL approval. Details shall be included that identify the materials
used, thicknesses, weight, methods of reinforcement, method of sealing at
corners, and color. Three copies shall be submitted and, upon approval, an
initialed copy will be returned. Further approval will be required for any departure
from the approved drawing.
3. Specific Reauirements
3.1 All concrete shall meet the requirements of ASTM C94 "Standard
Specification for Ready-Mixed Concrete" (latest edition in effect).
3.2 All concrete shall meet the Mid-West Concrete Industry Board (MCIB)
"Specifications for Concrete Work" including materials, fly ash mixes, mix
design, placement, curing, forms, reinforcement, and finishing.
3.3 Concrete mix design shall meet the requirements of one of the following
MCIB mix design criteria:
A701-3/4-6
A748-1/2-6
WA-606-3/4-6
WA606-3/4-6-FA
WA628-1/2-6-FA
Concrete shall be air entrained at:
6% ± 1 '/% for'/," coarse aggregate
7% ± 1 '/z% for '/2' coarse aggregate
3.4 Total water content of concrete shall not exceed MCIB maximums as listed
in Table 4-1.3 for Air Entrained Concrete (4.75 gallons of water per 94
pound sack of cement) or as listed in Table 4-1.5 for Air Entrained Concrete
containing a Water-Reducing Admixture (5.21
Page 1 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
gallons of water per 94 pound sack of cement). Once the concrete has
been tested and found acceptable for slump, then no additional water shall
be added to the batch mix.
3.5 Provisions shall be made for sump grate to be installed by KCP&L as shown
on drawing U37-1, Figure 1.
3.6 One-inch coil inserts, such as the Richmond LP-4 Lifting Insert or
I equivalent, shall be installed and placed in accordance with drawing U37-3.
One coil insert shall be installed above and below each flare.
3.7 Plastic-coated, flexible, recessed pulling irons, such as the Pennsylvania
Pulling Iron in a Pennsylvania Pulling Iron Pocket, shall be installed and
placed in accordance with drawing U37-3. Two irons shall be opposite each
flare and each future flare except where coil inserts as specified in item 3.6
above are installed above and below each flare.
3.8 Each flare shall have twelve duct terminators placed as shown in Drawing
U37-4. Duct terminators shall be of a size to receive and seal around 6" IPS
conduit and shall have a membrane to maintain the watertightness of the
manhole if termination is not used.
3.9 Manhole shall conform to drawing U37-3 and the top slab reinforcement
shall be equivalent to the field construction drawing shown for the size
manhole specified below.
Size Manhole Drawing No.
8' x 10' U37-5
8' x 12' U37-6
10' x 10' U37-7
10' x 12' U37-8
12' x 12' U37-9
3.10 Reinforcing steel shown on above drawings is minimum.
3.11 Reinforcing steel shall be in accordance with ASTM specification A615
"Standard Specification for Deformed and Plain Billet-Steel Bars for
Concrete ReinforcemenY' (latest edition in effect), Grade 60, and shall be of
domestic manufacture (USA or Canada). Upon request, the supplier shall
provide certification that this rod is of domestic manufacture. Rusted and/or
corroded reinforcing steel shall not be used.
3.12 The use of calcium chloride is not permitted.
3.13 All joints shall be sealed with joint sealant, such as BIDCO C-56 or
equivalent, that conforms to AASHTO M-1986, "Joints for Circular Concrete
Sewer and Culvert Pipe Using Flexible Watertight Gaskets," (latest edition in
Page 2 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERlAL SPECIFICATION AUG 2Q10
effect).
3.14 Manhole, designed for highway Ioading, shall meet the requirements of
AS7M C857, "Standard Practice for Minimum Structuraf Design Loading for
Underground Precast Concrete Utility Structures" (latest edition in effect).
The Vehicle and Pedestrian Load Designation ko be used shall be A-1&
{NS20-44) or 16,OOQ Ibf(heavy traff+c).
3.15 The fioor of the ma�hole sha!! be slaped sa that it is 1" higher at the waiis
than it is at the edge of the sump hole ta provide proper drainage.
3.16 Manhole neck and cover mount+ng wiii be provided by KCPI. For
dimensions, refer to drawing U37-3.
3.17 Generaf dimensions shaii be in accordance with drawing U37-2.
4. Certificate of Comoiiance
Upon request, th� manufacturer shall furnish certification that the product supplied
was manufac#urad and tested in accordance wiEh this specification and canforms to
a!! specified requirements.
5. Deliverv
Delivery time shall be submitted with bid as a iength of time "After Receipt of
C7rder." After that date, when KCP8�l has made necessary preparations for
installation of the manhole, defivery will be made by the vendor upon three days
notification. If there is a charge for starage for the period between fabrication of
the manhole and the actuai defivery, this information shaif be inctuded with the
quotation.
8. Fioor, wa0s, and roof slabs shall be lifted into place by vendor at jab site. A KCPL
crew will be available for assistance in installing manhale.
Page 3 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
7. Alternate Pr000sals
Any manufacturer who is asked to submit a proposal under this specification and
believing that equally good, better or more suitable material could be furnished
under different specifications, should submit such departures as the manufacturer
recommends together with the reasons. Exceptions to this specification shall be
submitted for approval.
Submitted by: Btlian_� �F1'�tef'
B. J. Flier
Approved by:_Craig �armeCey
Craig Parmeley
Page 4 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
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ow� ke��r_�r-/�i,.�. ,.. . U37-1
Page 5 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
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Page 6 of 14
SUPERSEDES KANSAS CITY POWER & LIGHT COMPANY NUMBER
U37 U37
APR 2008 MATERIAL SPECIFICATION AUG 2010
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SUPERSEDES KANSAS CITY POWER 8 LIGHT COMPANY NUMBER
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� KC�_� I C STANDARDSN �I General T10.7-9
ndvi e�
�oP� z;oneuit in th� und�r,round s�st�m will consist of th2 folla+��ng:
• �igod �pla.tic �ip� �nease� in �^�cr�8�
• Rigid �alasdoc pip� witt�ut any �nuelop�2
• =1�abl� �las°�� pi� whthout sny �nw�lope
�tiancreY�ncasaii �Ui� will be s:�ecified in m�s4 rases �.vtiera a mu14'pl��u�Vuft
cu�4�a�k is raquira�, E�cc�p`.ion to this w�ll b� ins��Glations �n �ridges,�aducrts,and
inside buildings r�?ter� tha anrasemant rrnay �e st�l�ip2 for saaings in weig9�t�d
spa�2. :+ls� sorn� Pnuftipl�nduif r�aduay cr�ssings may b� �neas� on s4n�I,aip�
��here if i, irnpractieaV or e�s4-in�ifectrae to 'bu�l� a c�ncre'e-�n:zssd �uct bank.
werra�a.- �t'gid or Fl�xibFe pda�Eic ducts �+rif}�u°enve9tpa w�iCl f�� installe?1 by cirect earth burcal
w�here one er Cnw� d�cts are rsquirad.
Quc'sizes to ca�8s ten�oinatinns u�lf iar� fro:r. �" ',0 5" cs�nd�m u�� t:^.� type ef
t�rr,inations to 52 us�d.
�last�c; duc°s may hav� jeinfs u41:�ng o�flars wP�aB incrroasa :h� 0.�.of tt�e c�vc�.IH is
i,rportaot'.o not� that tC�� coupfings us�d �vfth flaxibl� p'astic duct achi�u2 c�o
assenby i�ns:Ee strent,�.h and th�r2for2 cannodf� pull�d into !nstallaions tG��[�se
gui��c be-ing or trenchl�ss Y�ohn'q��.
�:ea�ha� AI':�u�ba�� rws sf�a'I�e grac�: to drain ar�Y� a rnanhol� or a drana� pi�as
shown in this S�ti�n.
URG Inf�rraion on insSaliaYiom anc us� of primar,s€�c�nda:� and sarr� vanduits for
�'f?� applications can b2 feunc in 5ec;ion ��� of thsss Stancard, anc im th�
F;ansas r.�rr F�w�r� ?dgtrt �la�!ra i�nic� 57anc�a,a`s,
,ivin� Fta�u�r�m�nYs for oc�u�m;.y ��f cenduit�r cu;'ban� by en04i�s c4her than 6�ansas
C.%c�s,�ancJ :;i�� rowar 3� �gC�Y ean be found in 52�:ian �r.
(.'ONDIdT & DUCT BANC
C�ERAL
DWG REY,�J4'I"a0a DWG: jIQ,'�—�
� I DIS7RIBUTION CONDUIT&DUC7 BANK Issuea:1n/2006
� KC�,„ I'� C STANDARDISN � General 770.1-1
na�-m u�
'able 3
3, , �� Separators per100'Verch
Fomation i9'Sectioros
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D1NG RE'J:04'9Sb4 OWG: 71Q�1O
DISTRIBUTION ' CONDUIT 8 DUCT BANK Issued:tn/2008
�� KC�.� ,, C STANDAR SN �, General 770.1-10
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