HomeMy WebLinkAbout1993 01-19h. - -.+
o~'
ITIIK:
AGENDA
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
MINUTES OF THE PREVIOUS N~ETING HELD JANUARY 5, 1993: (APPROVED)
1: COVENANTS VALERIE PLACE SUBDIVISION # I: (APPROVID)
2: DAREIV COON, NAMPA MERIDIAN IRRIGATION: (PRESENTATION GIVEN)
3: CHARLES WEYMOUTH, REGARDING PROPERTY ON TEN MILE 120AD: (DISCUSSION HELD)
4: DEPAR'Il~IELVT REPORTS:
MERIDIAN CITY COUNCIL JANUARY 19, 1993
The Regular Meeting of the Meridian City Council was called to
order by Mayor Grant Kingsford at 7:30 P. M.:
Members Present: Bob Giesler, Ron Tolsma, Bob Corrie, Max
Yerrington:
Others Present: Wayne S. Forrey, Charles Weymouth, Frank
Thomason, John Andersen, Henry Weick, Daren R. Coon, Gary Smith,
Bill Gordon:
MINUTES OF THE PREVIOUS MEETING HELD JANUARY 5, 1993:
The Motion was made by Tolsma and seconded by Giesler to approve
the minutes of the previous meeting held January 5, 1993 as
written:
Motion Carried: All Yea:
ITEM #1: COVENANTS VALERIE PLACE SUBDIVISION #1:
Kingsford: Asked if City Engineer had talked to Developer
concerning his comments.
Eng. Smith: Comments submitted to City Clerk.
Crookston: I also submitted comments to City Clerk.
The Motion was made by Giesler and seconded by Tolsma to approve
the covenants on Valerie Place Subdivision #1 conditioned upon
meeting comments of Engineer and Attorney.
Motion Carried: All Yea:
ITEM #2: DAREN COON, NAMPA MERIDIAN IRRIGATION:
John Anderson, Nampa Meridian Irrigation District: Passed out a
Standard Specifications sheet to Council Members. What Nampa
Meridian Irrigation District is proposing to do is look at Urban
Irrigation District Pressurized. What we are looking for is
support from the City of Meridian as far as working with us to
require development to put in the dry lines so that we can come
through and pressurize the water. Our Engineers have designed a
system for the Vineyards, we came up with approximate costs
without bidding it of ~75G.00 per lot. Explained it being done
in City of Kennewick. Basically we would just like your support.
•
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 2
C~
Kingsford: For Council's information, I did meet with these
folks last Monday, we discussed this at some length and I assured
them that our Ordinance that we originally passed was with the
intent of doing this very thing. I did talk with Max Boesiger
and his response was exactly what he told you, you know X500.00
more is going to put them in an uneven playing field. We
discussed the LID application and he was very interested I
thought in that. Have you talked to him since we talked?
Anderson: No, I wanted to come tonight before the Council and
see how they felt about this. I'll be dealing probably with
Richard, in this particular subdivision we do allow means to tap
in and cross Cherry Lane into Crystal Springs which I understand
part of it is dry lined. One of the water sources would be Nine
Mile Creek and they also have surface irrigation water. What
we'd like to do is re-build and build for expansion. Want to
have a network.
Yerrington: What's your yearly charge?
Anderson: On this particular development.
Yerrington: For the lot.
Anderson: $750.00 initial cost over a ten year period. It's
about $97.15 per lot for the Vineyards. Referred back to Spec's
handed out to Council.
Crookston: The concern that many developers have is having the
water clean enough not to clog up sprinklers and so on. What are
you going to do about that?
Anderson: The best we could do is screen it to about a 16th of
an inch. This is what they have done in Kennewick very
successfully. Our concept is that Nampa Meridian would take care
of this system completely. We've got to have the support of the
developers also.
Giesler: It seems to me that the burden is on the City not
really the developers. What burden would the developer have
other than the cost?
•
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 3
C~
Kingsford: After we once get this off the ground, the logical
thing at least to me would be for us to repeal our option. Our
big problem, as I described to these folks is you have one system
you know that a homeowners association is servicing here, the
first time the thing breaks down then they are going to be right
back impacting our system. Now we have an entity that is willing
to stand behind it and run that program forever and I think we
have a real opportunity. Again, I did visit with Boesiger and I
think if we just get with it I think we can get him on board.
Max Boesiger makes a valid point, every time you raise the lot
price #5~0.0~ your excluding some buyers. Hut if we go in and
run this LID for them then it's not an up front cost, those
people are going to see an actual pay off each year in lesser
amounts of water costs. He's saying then it could really be a
sales item.
Crookston: I know that in the subdivision that I live in there
are people who have opted to get out of the district, are you
going to have a means for those people to get back into the
system?
Anderson: I believe the law allows you to come back into our
system if we can provide a water source. We are currently
working on Legislation to change the exclusion laws and to make
it easier to reverse that situation.
Crookston: What about a subdivision that has been in for a
number of years, do you have means to put this in there?
Anderson: Yes, gave explanation of tour in Kennewick.
Kingsford: We do have the video explaining this process. This
also would eliminate some infiltration problems for wastewater
plant.
Yerrington: Isn't part of our land in the City under Settlers?
Kingsford: That's right. I visited a little bit the next Friday
with Mr. Campbell from their legal staff and Don Smitchger and
theirs was the same topic, they are interested in getting with
you and see how this is done.
Anderson: Everyone seems to be real interested.
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 4
Kingsford: Where you border each other, again there is some real
potential. They are interested in that and those are the two
irrigation districts that we have or will likely have in the
future.
Eng. Smith: How about availability of water if we have a short
water year? Is there going to be some other means of providing
water for this system if we go through another drought year?
Anderson: Possibly secondary water. That's one of the reasons
we wanted to try to capture the water in Nine Mile Drain. Most
of these drain ditches flow quite a while after the water goes
out of the ditch and would probably have an ample supply.
There's no immediate plans but we have talked about that. Like I
said, we're real new to this.
Kingsford: We did discuss too, the City of Meridian operates a
couple of surface wells that we don't use at all except to run
back in. Would you like to introduce your group.
Anderson: Introduced Henry Weick, President of Hoard of
Directors and Daren Coon the Secretary/Treasurer.
Kingsford: To have a Chairman at our meeting shows interest and
we appreciate your interest in this. It makes it very obvious
that the district is interested.
Henry Weick: We are interested and we are committed to making it
work.
Kingsford: I might comment for Council's information that
Leonard Ashenbrenner is on the Nampa Meridian Board now too so we
do have a native on that board. Thank you for coming tonight.
ITEM #3: CHARLES WEYMOUTH, REGARDING PROPERTY ON TEN MILE ROAD:
Charles Weymouth: Thank you for the opportunity to talk to you.
I've got just a request for an informal discussion on a piece of
property located on Ten Mile Road, south of Ustick on the west
side of the street across from Candlelight Subdivision. The
first request on there is what we originally planned to do is be
annexed into the City to the zoning that would allow acres and
have limited animals on it, say two horses or a calf. I found
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 6
Giesler: Volunteered to work with Planning & Zoning. I'd like
to see this in the City limits .
Kingsford: What is your time frame you are looking at?
Weymouth: We were hoping to submit right away to either
jurisdiction .
Kingsford: For us to look at an Ordinance change would probably
necessitate logically two and a half to three months o nce they
decided what they want to do. Mr. Forney do you have a comment?
Wayne Forney: A change in zoning of this magnitude today would
require it to be addressed first in the Comprehensive Plan. That
would be May or June before you could change the Comp. Plan
again. (Further - see tape)
Weymouth: Would the Council care to comment on the third item on
there. The third item would to be to leave the home and 5 acres
in the county and have the balance annexed and developed into R-2
zoning.
Giesler: Your saying there that the rest of the project would be
in the City and you would not be requiring the animals to be on
the one acres then?
Weymouth: We wouldn't go after one acres, we would leave the
existing home that's on there with probably five acres and
subdivide the balance and have it annexed into the City. The
animal issue would not be there because the five acres would
still be in the County. The question would be is would you annex
part of the property?
Corrie: So there would be 2.7 acres left? In other words you
have three 1/2 acre parcels.
Kingsford: You would have roughly six lots in the City and the
five acres out. Well again I think that's an issue that you could
work with Mr. Giesler on.
Yerrington: Shouldn't we get a little input from Candlelight
subdivision?
Kingsford: Yes. It may not be a bad idea, particular those in
the front area or the developer to discuss it with them.
Giesler: I'd be happy to work on that.
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 7
ITEM #4: DEPARTMENT REPORTS:
Wayne Forrey: Requested Executive Session to discuss land
acquisition.
Crookston: Also request Executive Session.
Corrie: I would like the City Clerk to investigate a trailer
house in the Golfview Estates, I think the Real Estate Group put
a trailer up there to use temporarily, but what I understand is
that they don't have a permit or anything. If you would find out
what it is and then bring it to the Council's attention.
Kingsford: Maybe Chief Gordon can take a look at just what it is
and notify City Clerk to send letter.
The offer that was sent out for the City to purchase the old post
office was accepted, the amount was $165,000.00 this will be to
relocate the Police Department.
The other issue that I talked to the Council about individually
because we needed to move along, was the tiling of the ditch in
Glennfield and Crystal Springs. I had called you because of the
fact that Max Boesiger had made that offer of the $10,000.00 to
participate in the tiling. Our issue with Settlers had fallen
through and the folks out there agreed to an LID and we need to
have in the minutes that the Council approves of going ahead and
pursuing that LID portion excepting Mr. Boesiger's gift for that
and us pursuing the tiling of that ditch.
The Motion was made by Yerrington and seconded by Tolsma to
approve of the City going ahead with the tiling of Settlers Ditch
through Glennfield, participating with the property owners on an
LID there and Max Boesiger.
Motion Carried: All Yea:
The other item that I ha
paying $1, 000.00 a year.
saying our share due is
probably be a good idea to
not we will agree to pay
for.
ve is APA dues. States we have been
tExplained further) This year they are
~5, 440.00 for this year. It would
have some discussion as to whether or
the full amount that they are asking
Yerrington: How long have we been paying X1,000.00 a year?
• •
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 8
Kingsford: Well we paid 5600.00 for probably three years and we
paid 5900.00 a year for one year and 51,000.00 maybe for two or
three years roughly.
Tolsma: I'd be hard pressed to think we're getting 55,000.00
worth.
Kingsford: I think that there's some real benefit in terms of
the interaction.
Tolsma: They are getting involved in more things every year and
they just keep expanding and expanding and I think they have lost
track of what they started out with when I first got on there.
They just keep growing and taking on new things and I think they
need more money to take on these new things.
Kingsford: To give the Council and indication of dues. They are
asking for 55440.00 and we pay, with the dues increased,
Association of Idaho Cities 53200.00 for dues.
Eng. Smith: I think that your statement concerning the APA Board
functioning as a forum for all the City's in Ada County is very
valid and very important. It does give us an opportunity at
least monthly to meet with the other elected officials from the
City's, from the County, from the Highway District, the School
District's and so there is a good exposure. I feel it's a very
worthwhile organization.
Kingsford: Read a portion of letter received from APA
explaining. (See tape)
Crookston: I wonder if at the rate we are growing, we'll be a
more significant player.
Kingsford: I think that's a valid comment and I think probably
all of us would say it's a very worthwhile meeting again I think
it boils down to a dollar amount for me.
Corrie: Could we ask them to adjust?
Kingsford: Yes.
Corrie: Do they want a dollar figure that we're looking at or
we' 11 let them tell us?
Kingsford: I think we should just request that it be a
particular figure.
•
MERIDIAN CITY COUNCIL
JANUARY 19, 1993
PAGE 9
Kingsford: It would be my suggestion for us to request that it
be X1,000.00 for the rest of this year and that maybe we'll take
a look as we approach budget time this year to re-evaluate that.
Giesler: I agree with Mayor's comments.
The Motion was made by Giesler and seconded by Yerrington to
request it be left X1,000.00 for the rest of this year and will
re-evaluate next year.
Motion Carried: All Yea:
The Motion was made by Corrie and seconded by Tolsma to go into
Executive Session at 8:17 P. M. to discuss litigation and Real
Estate purchase.
Motion Carried: All Yea:
Kingsford: Meeting called back to order at 8:50 P. M.. The
Council discussed possible land acquisition and the litigation
with the City of Meridian vs. Boise - Ada County.
The Motion was made by Giesler and seconded by Corrie to adjourn
at 8:55 P. M.
Motion Carried: All Yea:
tTAPE ON FILE OF THESE PROCEEDINGS)
APPROVED:
GRANT P. KINGSFORD, MAYOR
ATTEST:
• ~
d ~ ~~
9 ~~
~\
l ~~
MERIDIAN CITY COUNCIL
CONCERNING; REQUEST FOR INFORMAL DISCUSSION OF A POTENTIAL
DEVELOPMENT OF PROPERTY LOCATED ON NORTH TEN MILE ROAD JUST SOUTH
OF USTICK, ON THE WEST SIDE OF THE STREET ACROSS FROM
CANDLELIGHT SUBDIVISION.
DEAR SIRS;
THE PROPERTY IN QUESTION IS 8.7 ACRES AND IS IN THE MERIDIAN IMPACT
AREA. IT IS BORDERED BY CITY WATER AND SEWER. THERE IS AN 1800
SQUARE FOOT HOME AND SEVERAL HORSES CURRENTLY ON THE PROPERTY.
WE HAVE AN INDIVIDUAL INTERESTED IN DEVELOPING THE PROPERTY INTO
ONE ACRE PARCELS WITH ANIMAL RIGHTS. POSSIBLY 2 HORSES OR A CALF.
THIS INFORMAL INQUIRY IS REQUESTED TO DISCOVER THE COUNCILS
FEELINGS ON THE FOLLOWING.
1. ANNEX THE PROPERTY AND GRANT A VARIANCE FOR ANIMALS.
2. SUBDIVIDE THE PROPERTY IN THE COUNTY AND APPLY FOR CITY
SERVICES.
3. LEAVE EXISTING HOUSE AND FIVE ACRES IN THE COUNTY AND HAVE THE
BALANCE ANNEXED AND DEVELOPED INTO R-2 ZONING.
THANK YOU FOR YOUR CONSIDER~ITION.
CHARLES WEY'1~lOUTH
1455 N.COLE ROAD
BOISE, IDAHO. 83704
377-5555
(1S1'1~K
~~s.7S
.v
a
V!
3
ac
H
3
.~
~Q~o~T
~~ ~,~a
S~3
~~
.- .,~,.,. N `, ..
•
t
STANDARD SPECIFICATIONS
IRRIGATION WATER DISTRIBiITION SYSTEMS
NAMPA & MERIDIAN IRRIGATION DISTRICT
January 18, 1993
All items unless otherwise modified herein shall conform to the
"Idaho Standards for Public Works Construction" (I.S.P.W.C.),
latest edition.
SMALL LOT, INDIVIDIIAL PARCELS LESS THAN 3/4 ACRE:
SYSTEM CAPACITY:
For small lot systems the following delivery .rates shall be used
for pipe sizing:
3.0 gpm to last lot
3.0 gpm to each of the next 20 deliveries
2.0 gpm to all remaining deliveries, except,
No pipe capacity shall be required in excess of the total
acreage allotment. This acreage allotment shall be calculated
at 5.2 gpm per irrigable acre for alI land served by the
system. Irrigable acreage shall be determined by the Nampa ~
Meridian Irrigation District (NMID).
1. PIPELINE CONSTRIICTION:
1.1 MATERIALS:
I. PIPE: All pipe shall be polyvinyl chloride (tVC;
Class 200, SDR 21 or better.
Pipe three (3) inches and smaller shall be solvent
welded.
Pipe four (4) inches and larger shall be ring
gasket~ed joints.
'2. FITTINGS: PVC pipe fittings.
Fittings (6). inches and smaller shall be solvent..
welded. Solvent weld .fittings must be schedule 40 '
or better and meet or exceed the pressure rating of
the pipe. Threaded fittings shall be Schedule 80.
Fittings larger that six (6) inches shall be~ cast
' iron. Cast iron fittings must meet current AWWA
•
requirements. Tees- required for single service
risers on pipe larger than six (6) inches may be
PVC meeting the requirements of Section 1.1.2 cf
this document. •
3. THRUST BLOCKING: Thrust blocks are required at tees,
bends, and dead ends on all pipe and fittings with rubber
gasketed joints, except tees leading to single service
risers. Thrust blocks are also required at elbows a:~d
tees located before and aster any compression type
couplet and where shown on the drawings. Concrete fog
thrust blocks shall conform to I.S.P.W.C., C%-3COC anc
shall have a minimum 28 day compressive strength of 3,CC~
' psi. Concrete thrust blocks are to be plaoed a~ga'_rst
undisturbed earth.
Thrust blocks 3:za11 have the Following bear=ng areas
unless otherwise called for on the drawings:
4" and Smaller Pipe Fittings 1.~ :. •3. Ft.
6" Pipe Fittings 2.0 Sq. Ft.
8" Pipe Fittings 3.5 Sq. Ft.
12" Pipe Fittings 8.C Sq. Ft.
4. IDENTIFYING TAPE: Identifying tape shall be
installed twelve (12) inches below finished grade over
all PVC pipe located within public street ,rights-of-way.
Pipe locator tape shall be two (2} inches wide plastic
coated aluminum and shall be clearly marked "CAUTIOPI
BURIED WATER LINE" continuously along the length of the
ribbon with minimum 1/2 inch letters. The tape shall be
blue in color.
5. FLERIBLE COIIPLERS: Coupling center ring shall be
constructed of ductile iron or carbon steel 'Having a
minimum yield of 30,000 psi. End rings shall be
constructed of ductile or malleable iron. Steel couplers
shall be epoxy coated. Ductile iron couplers shall have
the manufacturer's standard coating. High strength, low
alloy steel trackhead bolts and heavy hex nuts shall be
used. (Examples: Romac 101, Rockwell 311.)
6. TAPPING SADDLES: Saddles shall be ductile or
malleable iron. Straps or bands shall be galvanized or
stainless steel. Gaskets and coatings shall be the
standard of the manufacturer. (Examples: Romac 101,
Rockwell .311.)
1.2 .PIPE INSTALLATION: -
GENERAL: All PVC pipe shall be assembled--and installed in
accordance with the pipe manufacturer's recommendations and as
shown on the drawings. =
. _~
•
Pipe joints and fittings shall be wiped clean cf al'_ dirt, .
grease, and foreign matter. When work is halted, all open
ends of the installed pipe shall be sealed Lo prevent
undesirable .material from entering the pipe.
Field cut pipe ends shall be beveled to match factory-finished
beveled pipe ends. •
When assembling gasketed pipe and fittings, clean and inspect
gaskets, pipe bells, and spigots thoroughly. IIse only
lubricant furnished or specified by the pipe manufacturer and
apply as specified by the manufacturer.
PVC primer and cement, as recommended by the manufacturer,
shall be used on the ;Hating surfaces of al'_ so_vent weld
joints. .
Thrust blocks shall be placed at locations described i.l
Section 1.1.3 and shown in Figure 1. Instal iati c:: sh all be as
described in Section 1.1.3. Thr~.ist blacks shall be rlaced
such that accessibility to the pipe and fittings is not
impaired, unless otherwise specifically shown on the plans or
called for by NMID. Place 6 mil polyethylene sheet between
thrust block and fitting.
1. PIPE INSTALLATION, OIITSIDE STREET RIGHTS-OF-WAY:.
EXCAVATION: All pipelines shall have a minimum of thirty
(30) inches of cover. IItilities encountered in the pipe
zone shall be crossed below. Top soil shall be
stockpiled-and used for the top layer during backfill.
PIPE BASE AND ZONE BACRFILL MATERIALS: Pipe base an zone
shall include the full width of the trench from four (4)
inches below the bottom of the pipe to six (6) inches
above the top of the pipe. Backfill materials may be
excavated native material containing_no rock, .organic
matter, or materials larger .than 1/2 inches. Where the
volume or quality of native excavated materials iJ
inadequate, sand will be used for pipe base and pipe zone
backfill. Pipe base material shall be placed. and
compacted sufficiently to preclude future settlement.
Compaction of pipe zone and trench backfill material
•~ shall begin when there is sufficient cover to .protect .the
• ~ pipe from damage.
TRENCH BACRFILL ABOVE PIPE ZONE: Native material not
`larger than six (6) inches may be used. Top soil shall
.be replaced as the tap backfill layer. Trench backfill
above that required to protect the pipe shall be placed
in two (2) Iifts and compacted sufficiently to pr,ecl•ade
settlement. Mechanical compaction and/or water settling
shall be used to compact backfill. Top soil shall t'ren
' be.;placed, compacted, and graded.
Y
k
,.
.,
,.
.. .:, _ ..
~„
.. _.
2. PIPE INSTALLATION, WITHIN STREET RIGH"'S-OF-WAY:
GENERAL: All work within street rights-of-way shall meet
both the specifications of the agency having jurisdiction
over the right-of-way and~~ current I.S.P.W.C.
specifications.
EXCAVATION: All pipelines shall have a minimum of thirty
(30) inches of cover. IItilities encountered in the pipe
zone shall be crossed below.
PIPE BASE AND P I PE ZONE MATERIALS AND PLAr~IEl`iT : P i p e
base and pipe zone shal 1 include the ful i pti c h cf the
' trenc'~ from four (4) inches below the bottom, of the pipe
to six (6) inches above the top of the pipe. Pipe base
and pipe zone shall be backfilled with a commercial pipe
bedding material or an approved alternate (free of humus,
organic matter, frozen material, and debris) conforming
to the gradation specified below:
U.S. Standard
Sieve Size
Percent Fassing
Ev NTei a;:t
3/ 4"
3 / 8 ,.
#4
#10
#40
#100
#200
i00
95-iC~?
90-:.00
90-100
15-00
0-25
1-10
Bedding shall be placed in lifts, not to exceed six (.+)
inches, except for the initial lift which shall be four
(4) inches. Pipe base material shall be ~Iace1 and
compacted. Compaction of pipe zone and trench backfill
material shall begin when there is sufficient cover tc
protect the_pipe from damage. Pipe base. and zone _.
materials szal l be compacted to 95 0_ of maximum deIloi y i:,
accordance with AASHTO T-99 by means of mechanical
compaction. A minimum three (3) inch sand cus ior_ sha'_'_
be installed between the irrigation pipe and say e istin3
pipes or conduits encountered.
Foundation Stabilization: If unsuitable soil material is
encountered in the floor of the trench, the fluor shall
be over-excavated and backfilled with three (3) inch
minus granular material. The backfill material shall be
uniformly graded from coarse to fine. and free of
excessive dirt and organic material. Backfill shall ba -
compacted to 95$ of maximum density in accordance w? t
AASHTO T-99.
BACKFILL ABOVE PIPE ZONE: Where tl±e pipA is located
within the street right-of-way but outside areas to be
.. - :1
• •
overlaid wit asphalt, suitable native material shall be
used as backfill from the pipe zone to finish .grade.
Areas in which pavement repair is required shall- be
backfilled with 3/4 inch minus crushed aggregate from the
pipe zone to a point two (2~•: inches below finished
pavement grade. Backfill shal•1 be placed i:: Ii fts not to
exceed six ( E) inches . , and co;r~pacted to 95~ of maximai*n
density in accordance with AASHTO T-99. Compaction shall
be done using mechanical compactors.
1.3 SYSTEM FLIISPIING: The completed systy:,i si~a_ _ .~e __ as:zed
of dirt and foreign material, and all air shall be vented frog.
any l:ig?: paints prior to placing t?~e system in operation.
~. ISOLATION VALVES:
~.1 MATERIALS:
I. VALVES: Valve size, ttnlpss otherwis~= noted on the
drawings, shall equal that of the pipe on w;,ich it is
installed.
GATE VALVES : 'v'alves f our ( 4 ) inches and s:na i i a_
shall be gate valves. All valves shall be a nor_-
rising stem gate with an "O" ring seal and ~?cu::,::
disc gate. The operator will be a two (2) iac:_
square cast iron nut. The working pressure will bP
150 psi or greater. All valves shall have flanged
or mechanical joint connections and .;gust meet or
exceed current AWWA standards.
BIITTERFLY VALVES: Valves larger than four (4)
inches shall be butterfly type. Butterfly valves
must be rubber seated and tight closing with a
pressure rating of 150 psi or greater. 3utterflc
valves must meet or exceed the performance
requirements of AWWA C 504. Shaft seals shall be
standard "0" ring seals. Valve operator shall ~e
of the traveling square nut type, seale~, gasketed,
and permanently lubricated for underground. service.
'Minimum number of -turns required for complete
closure of the valve shall be 15 t<nless otherwise
specified. Valve operator shall be constructed to
the standards of the valve manufacturer to
withstand all anticipated operating torques'. Valve
body shall be wafer style.
. 2 . ~ FLANGES
PVC FLANGES: PVC flanges shall have free movin~3
collars (Van Stone type).
_ ,STEEL FLANGES:., Steel companion flanges shall be
-~ AWWA Class D steel ring flanges. Threaded or slip
._ .. .. -
•
•
on, socket weld type as required.
3. VALVE BOXES: Valve boxes shall be installed an ail --
buried valves. Valve boxes stall be cast-iron, two-piece
slip type standard design w=th a base !:or-esponding to
the total size of the valve. The valve box sha'_i b=_
protected with coal-tar or other a~grc~?~3 coatings:
applied by the manufacturer. (Example: Tyler 6855.)
4. CONCRETE: Concrete for valve box :ollars s~;a::
can=crr~ ro =.S.P.rt.~~ , CL-30C~ a:~c s'ral_ ._~~,- a m~ir_=~:~~...,.
~8 day camp:essiv~ strength of 3,~CC ,s..
~.2 CONSTRIICTION: Isolation valves shall be installed where
shown on the plans. valve i?oxe~- locatea in un paced trafL_c
bearing areas shall be provided with a six (6) ir_ch thick
concrete collar twenty-four (24) inches square. Valve boxes
shall be installed flush with surrounding ground.
3. PAVEMENT REMOVAL AND RESTORATION:
3.1 REMOVAL OF PAVEMENT: Neatly cut all bi~:-*inous ar.~•
concrete pavement , rega?-~.1 ess of the thi ckress , priar tc
excavation of the trenches., with an aFproved pav?mer_t s3~a o
cutter. Pavement cuts shall be made a minimum of twelve ;?
inches away from each side of the trench over material whic:.
is to be left undisturbed.
3.2 PAVEMENT RESTORATION:
1. ASPHALT CONCRETE: Asphaltic concrete used in
conjunction with this project shall be furnished a^:
placed in accordance with I.S.P.W.C..
2. CONSTRIICTION: The pavement shall be cut to provic2
clean, solid, vertical joints. Wherever possible, cut
lines shall be parallel_to or at right angles to the __
street centerline. .
Immediately before applying the tack coat, the surface to
be treated shall be swept clean of all loose material,
dirt, excess dust or other objectionable material. No
application will be permitted when the surface is
appreciably damp or when weather conditions are
unsuitable.
Following .preparation of the base course and abutt_r_c
edges, the contractor shall apply CSS-1 emulsifie. _
asphalt (tack coat) to all joined surfaces. Asphaltic
concrete shall be placed to a minimum compacted depth. cf
two (2) inches, prodding a smaoth, zv~n surface
conforming to adjacent surface. _ .
... .. ..
_ . _ . _ ,.
~. _. _ ~ -
•
4. SERVICE RISERS:
4.1 MATERIALS:
1. PIPE:
•
Pipe shall be galvanized steel, Schedule 40.
2. VALVES: Valves shall be Class 150, with non-rising
stem, handwheel operator wedge dis}:, all b~enze or brass
cor_~tructicr., and screwed ends.
3. FITTI~irS: Threaded, galvanized, Tal:Pable, _rcn
~ttings shall be used on all steel pipe. Conr_ection of
the galvanized steel riser to the PvC lateral shall be
` done using Schedule 80, threaded PVC fittings.
4. TREATED POST: Treatment process shall be approved by
NMID.
5. VALVE BOX: Valve boxes for Type B service risers
shall be cc:.structed of reinforced fiberglass. Mir_imt;-
di;aensicns shall be thirteen (13) inches b:; eighteen
(18) inches and twelve {12) ins:hes in depth. (Example:
Carson 141°.;
4. 2 CONSTRUCTION: Service risers are tc be ~~ar~structed ir_
conformance with the attached standard dEtaiis. Servico
risers located along property lines adjacent to public reads
shall be Type B. All others shall be Type A. Lateral
pipelines extending to the service risers shall be twv i2)
inch pipe meeting the requirements of Section 1.1.1.
:ioint compound or teflon tape shall be used on all threaded
joints.
The galvanized steel riser shall be anchored to the tr~aLed
wood post at two (2) points using galvanised steel pipe
hangers.
'~,:;ere fiberglass valve boxes are used, they s hai 1 be n~:.a: = _.
flush with finish=d ground surface.
All risers shall be labeled "Irrigation Water-Vot =~r
Drinking".
5.~ BLOW-OFFS:
5.1 MATERIALS:
. 1. ~ PIPE: .Polyvinyl chloride- (pvc) pipe shalt cor_form to -.
Section 1.1.1 of th-is document.
2. FITTINGS: PVC fittings shall conform to .Section
1.1.2 of .this document. PVC flanges shall conform to
Section .2.1.2 of this document.
• •
3. VALVES: Valves sriall conform to erection ?.'_.~ ~_~
this document.
4. VALVE BOXES: Valve boxes- .shall cor.f~rt;~ to Sec`_ior.
2.1.3 of this document.
5.2 CONSTRIICTION: Blow-offs are to be CCIl~~ructed i:2
r~onfermar.~~e with the attached standard d-~Laii . Elow-Cffs
shall be installed at the erd of ail F_peli:Ie_ ~e_'._=.; ...a_
than three (3) service risers.
5. ADDITIONAL REQUIREMENTS:
:.'_ DELIVERS °GINT:
'=~'-? ~•Z:'"~+?. t• p~=-_a_an IrLigation DISK'=Ct .r\~_~: c:--- ~:?~- ~ ._
t:~e slt2 -•;i':iain ihP prOpOSP_G S~.IwdiV'~.~iOn .iQr ~ S ::~+i~: ~0i ~.:.
lot, tract, parcel, or site for water pie:i~~ery :..=o L'r_e ::Nt4
system. Where VMID deli var_r fac=? ities ^r~ _ :cased or. _..e
property being divided: piping shall be designQd fcr delivery
`_rom that point. Where NMID facilities do not ex_.t cn the
property being divided, NMID will designate t^.e delive_1 poir.`
based on pro7imity to yMID facilities and ease of future
delivery pipe installation. Connectior_ of th= new
distribution system to NMID facilities shall be co.~:pleted b
NMID crews at the landowner's expense. A deposit equal to the
Pstimated cost for making the connection must be pad to NM?L
before crews will perform the work.
0.2 ISOLATION VALVES:
Isolation valves shall be installed on all dead end laterals
serving more than four (4) parcels and at locations identified
by NMID. Where possible, isolation valves shall be located
within paved areas of street rights-of-way. Six (6) inc?~
thick, twenty-four (24) inch diameter, concrete collars shall
be placed around valve boxes in unpaved areas of street
rights-of-way.
0.3 AS-CONSTRIICTED DRAWINGS:
As-constructed drawings detailing ~ipe location, service rise:
locations and types, and isolation valves shall be provided to
NMID following construction. Drawings stall be provided o=..
reproducible copy, and shall be clean, .neat, and .legible.
F.4 INSPECTION: •
The contractor or individual installing the facilities Irust_
contact the NMID inspector forty-eight (48) -hours prior to
beginning any work. All trenches shall be left open for-
inspection. .
•
n.5 SEALING OPEN ENDS OF PIPE:
Where the system is installed in sections or ai' : ___ _
immediately. be connected to the 1TP4iL delivery po'_ t, the o
ends} of the system shall be capged~prior t~ b3c::Lil~
b.6 PROFESSIONAL ENGINEERING REQUIREMENT:
P.ny short plat, plat, or subdivision containing ia: excess c=
" five {5} Tats will be required to have irrigation system
designed and stamped by a professional engineer licensed in`
the State of Idaho.
LARGE T;OT, INDIVIDUAL PARCELS 31.4 ACRE AND LARGER
7. GENERAL: All design, ma~erial, and construction regsirements
for large lot irrigation systems shall be thA sa~:e as those fc=
s^,__ lot irrigation systems w_th `hp follaw_:: zx.~_t~as.
7.~ SYSTEM CAPACITY: Design flow rates for pipe sizing hail
be determined by NMID based on parcel .sizes. ?'l-:e maximum
design flowrate, regardless of lot sire, shall be 8 gpm per
irrigable acre. Irrigable acreage shall be determined by
NMID.
? . Z SERVICE RISERS: Risers shal 1 be Type A, except the pipe ,
and valve diameter shall be determined by calculating the pips
and valve size which provides approximately 2 psi friction
loss at a flowrate of 8 gpm per acre.
.. .
:. - ,
- ~ - ~ . _T _..-- - . - --- --- ------ - ------
• •
SHARP & S M ITH, INC. ENG N ERS & SURVEYORS
S 1LS - -
M
ENGINEERS 327 NORTH 27TH STREET • BOISE. IDAHO 83702.4797 • AREA CODE 208/344-0676
~' MAC
f.,~~~; t .., _
PPCPEP 1 + in X ~.° X ~,_Sn
L1UE I '~-;` ?P~TED P0~
i
i
1
' b Ib~.i.~.1$~1~"
GA%`V. STL. PIPE:
N,4"3GER
~o~
Ln CLASS 200,
1 r\ f(' rcPE ~
~I J \\\
.rvc r-E
~CL~'~~E ~iPP~= 1..-
.~
n ~
ELBOW ~
~-~ 1 ~~ r
`,-
l ~ ,;~_
3/~-" SAL\Y'. s ~ ! ~ .,
M ,. ~, tt ,
L n 3 ~ ~'1ibr. \ i _.
J ,7C~~ 1; Grp r+I`I^~„~i*:!+
1\L~ it/CI' l7 .~~ is •Y\J
~~~=
EEG(,~i PAY"~1EN- ECP ; .:~~=
., 1
TYKE A ~IS~R~
~~ ~ •
SHARP & SMITH, INC^ ENGINEERS & SURVEYORS
_ $&$ _
ENGINEERS 327 NORTH 27TH STREET • BOISE. IDAHO 83702-4797 • AREA CODE 208/344-0676
I =,
r~ ,. iii ~~; --¢-~
PROF=FT'_",~,_ ,i
LINE r
t
~ ,~
a'
z~ STAN DAR D
" P•.EINFORCED ~
F?BEjRCLASS VALVE BOX.
3~ "~" GA.L`J. STL. PIPE ~
2y CL"SS ~JO,
r4'C P;PE
3/4" GALV. STL. 9U° EL.
CAP.SON SERIES
,.
i~
-` -
f~
~PiPE i; ~RE,A;,, _0
HOSE THRU.D
~~ ADAPT~J R
3/Y" rALV. ~T~.
CLOSc 1`~iPPLE
~/ '1 :/y /1 ! ~~/7 ter`
2' X J • 1'r ~7• •L~ t . V ~ .
J/~ REDU~~EP, RL!SHirJC
II BEG~1~~: Px~'~E~~~ EOM. .~~_P
I ~2" ;='VC 9Uv EL L -tQilLE LJ
•~
(SLIP x ;=PT;
TYPE B R~S~R ~ -~ ~ -.
NOTE: B!Jr:IED SERVICE F.ISERS ARE TO BE USED WHEN T ;E
SERVICE R1SER IS TO BE LOCATED IN r RONT Y4.°,~,
~."1LESS 0:~'r~ERW1SE NCTED.
>.. ..
• •
SHARP & SMITH, INC. ENGINEERS & SURVEYORS
_ $&$
ENGINEERS ~~ NORTH 27TH STREET • BOISE. IDAHO 837102-4797 • AREA CODE 208/344-0676
C` ~ ;-~'J '~~:. - anX TOP
j=CTiG"J r=~C•4! "-~_ER NO. 6?55'.
°"X ~ CIRCULAR C°, 18" X ~ o X 4"
S~~U~,FE CONCRETE COt! r,RS ~. ~~G~+ _ _
Ci1.:i t~:~.:rr CO~:~.
CAST IRON C01/'=R ~ ~ i'!
~ i e 'i ~~
VALVE BOX SHAL_ BE CAST IRON, ~ \ ~
TWO PIECE SUP TYPE. VALVE 80XES ~ _,~~*= ~" .. U.=ll= rLA,~iv^^R
SHALL 8E 'TY1.Et~ N0. 6855'. ` t_„ ; '`'~''
z' PVC pl~~ ~ ~ ~ ~ ~,.~ c:~r
-1
PVC Z' P`JC FLANGE I i / i .
IRRlGAtGN UNE ~ ~ ~ ~` ~~ '~ 1 o~R t:i~A.I
t r
•: = CONCRc i TH~UST
PIPE ---- :'":r •-.. '''`'%','•~.~ •~ _ 9LOCK S~~P.ING ARt4
BEDDING - ... ... - ~-~--1- -- •...:: ~-- i h D.71 SG. ~?.
-- 2" GATE VALVE
UNOlSiUR9ED EART4
TYPICAL 2" BLaWaFF
ASSEMBLY
SCALE: 1' =1 '-Ci' ..
•
_ $&$
ENGINEERS
SHARP & SMITH, ~NC• ENGINEERS & SURi/EYORS
327 NORTH 27TH STREET • BOISE. IDAHO 83702-4797 . AREA CODE 208/344-0676
5'>;' M1r;USvR~' ~,- AC PA~~ i~S-?<; ,~ ^,L SS Gr ~'^+~~~ISH~~u
'?' M!N. G~~ - c~! a~wA ScC. 34. F.S r~,EGUIRE7 01'
f I CGr! n0~'J'~a•~ .~~~~JG`'!. Mtri. OF r.
NAiNE tr~AT~iAL AS Cr1l1EG FO?
!N ir1E S?ECiFlCAi]ONS COMPACTED 1 i" Nt.4i .-•A~%_~~E"~ C~:i. lrci_~'
.0 9~:: :fl AcCO~ga~JCE wrr~l !t j CSS-1 =Mii.Siri;~ aS?N.~T
~~
o,~a.:
i
:. .
o ~.
36" MIN. wliHlN i ~ .. UNQtS.lRP~G ~',F
~, ` .• ~ ~~ Jj~~ MiTri.'S GFA~' C _`li~nCi=l?
~ ~ ~ TO 859: iN ACCORCFti~~ ik'ri H
•• ' °•' A5'IA G 638.
~ - • • - PIPE 5ED'GING PS CA'. '•
FOR IN Ti~E SPECi^CA~ICNS
D ~ At~~J COM-ACT:7 T4 SST
IN ACCQr~,7ANCc Wr;:
!!~~ 1 I I ;~ ~~"T~~ 0 59L.
~•..I D ~-~.-~
11A,
TYPICAL STREET CEtflSSii~v
sca~E: s' _ ~ ~-c'
(S. NOTS ! ~ ~~R ~ ~ ,
.~
• .
SHARP & SMITH, INC• ENGINEERS & SURVEYORS
_ S&S .
ENGINEERS ~~ NORTH 27TH STREET • BOISE. IDAHO 83702-4797 • AREA CODE 208/344-0676
.. ~~ It
i
,,
I~
,:
~.J
1
1
C
~~
v
I ~
i+
L
~
,
.,~w
:, ~..
ri
,^`~
I
::- ~-~
J
V
. 3 • * ~~~\
S
~ ~
\`
7 w ' ~' ~ C
1. THF.QUGH LINE CONNECTIONd, TEE
2. THF.DUGH LINE CONNECTION, CROSS USED AS TEE
3. CHANGE IN LINE S ~ ZE WITH REDUCER -
4. DIRECTION CHANGE, CRDSS USED AS ELBOW
5. DIRECTION CHANGE 90' ELBOW - -
6. DIRECTION CHANGE, TEE USED AS ELBOW..
7. DIRECTION CHANGE
8. THROUGH LINE CONNECTION, WYE.
9. VERTICAL DIRECTION CHANGE, BEND ANCHOR. SEE NOTE BELOW
10, VALVE ANCHOR, SEE NOTE BELOW.
NOTES IF THRUSTS, DUE T^ HIGH PRESSURE, ARE EXPELTcJ, P.NCHOR
VALVES AS SHOWN IN DETAIL #10. P.T VERTICAL SENDS, ANCHOR
TD RESIST ^UTWARD THP.USTS.
-
- - 1 - --
• - •
.PHASE i
PIPE SIZE
iINCH) .
i0
6
b
RISERS. _
NA:~IPA MERIDIAN PRESSURE IRRIGATION ESTI24ATE
LENGTH • COST CF . , •COST .OF_ ... _ COST P.:R .
(: EET) ..PIPE INSTALL. FOOT INSTALLED
i_u0. . .54.75 55.00 514,7=6.C0
3385 51.81 53.00 S?3.^3i.3~
230 51.81 515.00 53,866.3
2180. $0.86 $5.00 512,774. ~0
100 $0.86 51~.0~ ~~1,5~5.~_.,
.39~... _.. ........
. $50..00 ....
..
. __._ ._... 51.95C.4~.~
Ii M P
T3MP :iOI.TS~
10"VALVES
b" 'vALVES
4" VALVES
..
BLOW OFFS
1 :5,000.00
1 55,000.00
.
. 3..... .. $600.00
6' 5400.00 '
9
..
._ 5360.00
..._
_
8 $325.00
hy~ ~;,
N V• V V V. J V
S5.^:;0.•44
51,00.00
52,400.00
3,2i0.0:~
52.600.00
TOTAL :;~C3^ CF PfiASE 1 ... a?5,004.;3
..
.t RASE. 2.
_....__ .........._.._.._..
SIZE
PIPE, .._._..._.._......_ ........
~LENvfiH ....._ _:._.. _.._.__
COST .. _..._...__._~_...._....___
OF ,'COST„ ._-..w.._.__..........
OF ~ ._ ..._.___ __._...... .. __... _. ... ..
TOTAL COST OF
.
(INCH~
_
_ ... _(FEET)_,~ _ PIPE INSTALL _
____ IrTSTALLATION _ _.. .
...: ...
__
_ 4
1135' ..___....
.
.
.
.
. ~`
$0.86 _~ .. _ ...55.00 ._ .56.651.10
__
...
_
_
.....
.
.
..
.
4~ .___.______...__..
. 50`..._. _...
..._$086._.__.. .
. 515.00_
.._...____.........._._._... 5793.00
RISERS...... _ ... _. .
._ . __ . _ .. __
... 33'_.... __
.. $50.00_: _ .....
...... ._ .
. __.. . -.-_._..._. $1,SSO~C~.. .
TOTAL COST OF PHASE 2 ~ ~ ~ 59.0'34,10 _
TOTAL COST CF PfiASE AND 2
1 ~__..__.__.~. _,_- .___ .....__.____.... ~°~,C99.05
~ . .
PHASE . 3_........ i ... _ .. ...~. - ._... .. ... ...... _ .. .. ... _ ... _ .
., ; ~ _..
. i
-~-
t
SIZE.....
PIPE _ LENGTH.. .. _ •COST _OF __ ___ _ ;COST., OF __.__i TOTAL_ _CCfST_ OF , . .:
,,.
'(INCH)._~•.__ _ _..:(FEET)._.__ • . ."PIPE_ ~._.~ •. ` .INSTALL.__•_ :INSTALLATION
4
.
.._. _. ..:790' _.__. .._.. $~..$6 ~._._._....... .__._55.00_ _;._.._ _. _ _ . _...54.629.40_
__._ ......_..._._. __ ....
_.._ _ ...__. . ._
. _.__ .___
~.._ ~.._._ ~50.~..~__. _...._..50.86.' _.... : :_.S15A0. '....._- -.. _.m 5793.00
.RISERS,........... .. ...:. ...... ..47,.,_ ~ : $50.00 w $0.00 •:. _........ ,..._52,350 00
._
- -
:
:
TOTAL COST CF FaASE t
3 ~.
-
.
- _
:
.
.
_
. _ 5.,, = -~C
_
• •
NAMPA MERIDIAN PRESSURE IRRIGATION ESTIMATE
PHASE. 4„
~:'rE SIZE I,Y.~it7TIi .°~OS OF COST , vF_ _ _ TOTAL COST CF_
__._.._ . ._.PIPE .INSTALL.
(,FEET)
(I!VCH_ ___ _, ...
__. INSTALLATIGN _..
.
.
.
.
10 2425 54.76: $5.00 . $23,658.^0
_
6' ' 1360 51.81 _
$5.00 ~ $9,261.6
...
$0
= 1980
86 $5.00 511,602.80
.
...
...
:
4 415. $0.86
+ . .. ..
_ .
515.00 .... ...
56,581.90
... ..
RISERS ... ....91: _ $50.00 ..................
_._$0.00.
54,550.00
...
TOTAL..._COST OF PHASE. 4 ....:.. _ .__ _ ......i .........
......._...._.
. $5~.664.3~
:
.TOTAL COST OF PHASE 1 _THROUGH ..4 ~._~ ..
....
_..... _...
_
:
......_.._....~ ._.. ~ .$147,535.75 _ .
._ ...._._. ____._.... _....._.... _ .....
_...__..__._._....__ __..___ r_ ._...__._...._.__...
...
.
...__ .________~.. __...
. ~ _. . _ s._- -.........__...__._.__....~._..........._
.. ..
DESIGN
FEE . ....._.._.... .._.. '. ..... __...__ ......
...__._
...
.. 55,000.00
.
INSPECTION COST ~ ~__,___._...__.___..55,000.00._.,:
__......____ _____.v.._.._.._.:.__..~.~.__......__~_._.__._._.._._ _ .___._..~..._......._
T~TAL_ COST FOR _. ALL 4 _PHASES _ .._ ..._...._.... _ ..
.. . ... ... _.... __._ ._.._________..
.,. 5157,535.75
._._ _ .....__.__...._ .._ ..~_ ~__ _.._._._ ~._._._. _.,._._.....! _.__y
.COST__PER_ LOT_(210 LOTS)._._.___... ___.._ __..._ ........ _.. ._...._._ .. ...
_ ;... ____.... ~ .5750.1?
. _ •:
+.
..
AI3NUAL COST. AT 5~._INTEREST AND OVER 10
YEARS __
_ ,..
.__._._.._ ~,. 59?.+= __
-
..
a`
v
•
•
VINEYARD AMORTIZATION SCHEDULE
.VINEYARD PRESSURE IRRIGATION SYSTEM - . -. ` '. =
PRINCIPAL 750.17
INTEREST RATE 5.00
-DUE PMT. PAYMENT PRINCIPAL INTEREST H.~,LAN~2E
DATE NC. AMOUNT
1993 1 $97.15 $59.64 537.51 56:0.53
1994 2 $97.15 $62.62 534.53 ~ $67.90
1995 3 $97.15 $65.76 531.40 5562.15
I996 4 $97.15 $69.04 $28.11 5493.11
1997 5 597.15 572.50 524.66 5420.61
1998 6 $97.15 ~ 576.12 $21.03 5344.4?
1999 7 597.15 579.93 $17.22 5264.5£
2000 8 $97.15 583.92 513.23 5180.6:
2001 9 597.15 588.12 59.03 552._2
2002 I0 597.15 592.52 54.53 5~.=~~