HomeMy WebLinkAboutIdaho Transportation Department Landscaping Maintenance US20/26 Locust Grove Rd. Project No. A019 (944) Item#10. Mayor Robert E. Simison
E IDIA N�- Treg BeCity Council Members:
rnt Brad Hoaglun
Joe Borton Jessica Perreault
H O Luke Cavener Liz Strader
MEMORANDUM
TO: Mayor Simison and City Council
FROM: Mike Barton,Parks Superintendent
DATE: May 21,2021
RE: Cooperative Agreement-Landscaping Maintenance
The State has completed a project to widen US20/26 from Locust Grove Road to Eagle Road, identified
as project no. A019944. At the request of the City,the State has installed a multi-use path on the Meridian
side that is separated from the curb. The City has requested this buffer area between the curb and the path
be landscaped. The State has agreed to install landscaping(sod and sprinklers)at no cost to the City,
provided the City will maintain the strip.
The area to be maintained by the City is 1,000 feet long and is only in front of 4 county parcels. The rest
of the strip is in front of already developed property and will be maintained by those owners. Should the 4
parcels adjacent to this strip redevelop,the landscaping will be maintained by the new owner/HOA. The
yearly cost to mow, irrigate, and fertilize this strip is $4,500 and is already in our proposed FY22 base
budget.
We respectfully request approval of the attached cooperative agreement.
Page 243
Item#10.
COOPERATIVE AGREEMENT
(LANDSCAPING MAINTENANCE)
PROJECT NO. A019 (944)
US20/26, LOCUST GROVE TO EAGLE ROAD
KEY NO. 19944
PARTIES
THIS AGREEMENT is made and entered into this 1St day of
June r 2021 by and between the IDAHO
TRANSPORTATION DEPARTMENT, hereafter called the State, and the
CITY OF MERIDIAN, hereafter called the City.
PURPOSE
The State has programmed a project to widen US20/26 from Locust
Grove to Eagle Road, identified herein as Project No. A019 (944) , Key No.
19944 . The project includes installation of landscaping and sprinkler
systems as shown on the attached Exhibit A. The City has agreed to
provide maintenance of the landscaping and sprinkler system installed
as part of the project. This Agreement will set out the terms of this
arrangement.
Authority for this Agreement is established by Section 40-317 of
the Idaho Code.
The Parties agree as follows:
1 . The State will design and construct this project, including
landscaping and sprinkler system as shown on the attached
Exhibit A.
2 . The City will, upon completion of construction, assume
responsibility for maintaining the landscaping and sprinkler
system along with the existing well, as follows:
• Operate and maintain the sprinkler systems . Maintain
sprinklers so that they do not wet the roadway.
• Maintain landscaping in a healthy condition, adequately
watered and fertilized.
• Utilize State approved highway safety procedures for City
personnel during all phases of landscape maintenance.
3. This Agreement shall become effective on the first date
mentioned above and shall remain in full force and effect until
Cooperative Agreement (Landscaping)
US20126, Locust Grove to Eagle Rd
Key No. 19944
Page
Page 244
Item#i0.
amended or replaced upon the mutual written consent of the City
and the State.
EXECUTION
This Agreement is executed for the State by its District Engineer
and executed for the City by the Mayor, attested to by the City Clerk,
with the imprinted corporate Seal of the City of Meridian.
IDAHO TRANSPORTATION DEPARTMENT
' strict Engineer
ATT ST: "`""` CITY OF MERIDIAN
6iL
City Cle k Chris Jo-fin-son 6-1-2021 Mayor Robert . SiAiison 6-1-2021
(Seal)
By regular meeting
on 6-1-2021
cf:19944 Coop Meridian.docx
Cooperative Agreement (Landscaping)
US20126, Locust Grave to Eagle Rd
Hey No. 19944
Page 2
Page 245
Item#10.
RESOLUTION
WHEREAS, the Idaho Transportation Department, hereafter
called the STATE, has submitted an Agreement stating obligations
of the STATE and the CITY OF MERIDIAN, hereafter called the
CITY, for maintenance of landscaping on US20/26 from Locust
Grove to Eagle Road; and
WHEREAS, the STATE is responsible for obtaining compliance
with laws, standards and procedural policies in the development,
construction and maintenance of improvements made to the
Federal-aid Highway System when there is federal participation
in the costs; and
NOW, THEREFORE, BE IT RESOLVED:
1 . That the Agreement for Federal Aid Highway Project
A019 (944) is hereby approved.
2 . That the Mayor and the City Clerk are hereby
authorized to execute the Agreement on behalf of the
CITY.
3 . That duly certified copies of the Resolution shall be
furnished to the Idaho Transportation Department .
CERTIFICATION
I hereby certify that the above is a true copy of a Resolution
passed at a regular, duly called special (X-out non-applicable
term) meeting of the City Council, City of Meridian, held on
June 1 st 2021
(Seal)
City Clerk Chris Johnson 6-1-2021
Cooperative Agreement (Landscaping)
US20/26, Locust Grove to Eagle Rd
Key No. 19944
Page 3
Page 246
Item#10.
EXHIBIT A
T4N. ME, BA.
SEC 20
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(Existing W"ID 7'&a"er with Sod and S r+�RlbrS
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Meridion County Cown.Y -:<C
LEGEND
Ma�nteaunae Arso {Soo and Spr6*ers)
• Exist � well I
Locust Grove to Eagle
Idaho Transportation
Department
Cooperative Agreement (Landscaping)
US20/26, Locust Grove to Eagle Rd
Key No. 19944
Page 4
Page 247
I
SWItem#10.
4SW4SEC 20 V� SE SEC eorde
SEC 2Q) Sheet�Y I 212-011A FIBERWATTLEr.swppp oos
221.00 FT 783+70.00(95.00 R)-785+80.40
Limits of T4N, R1E, B.M. �" I (93.37 R)
Disturbance 212-095A 576.00 FT 784+06.13(96.00 R) 786+16.34
(313.00 R)
.................. ............................ 784+34
455.00 FT 784+34.68(155.86 R)-
/� 785+76.44(163.70 R)
N783 784 \ 7 8 786 7 0 57.00 FT 784+74.16(145.80 R)-
+ US 20/26 784+91.01 (148.02 R)
o0 C/L & Section Line S89°26'46"E (See Irrigation 196.00 FT 784+74.82(193.67 R)
Sheets for r- 785+56.54(162.65 R)
Q I Q 41.00 FT 784+97.04 148.84 R
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w I / 213-005A I w 163.00 FT 785+12.10(110.89 R)
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(318.00 R)
Limits of �8437.00 CY 784+19.65(152.98 R)-
Disturbance 785+99.56(157.82 R)
13.00 CY 786+10.00-787+00.00 66.00 R
Limits of 21.00 CY 786+21.14-787+00.00 76.00 R
° ° ° ° ° ° °v ° ° Disturbance 621-005A SEED BED PREPARATION
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318.00 R621-005A ° ° ° °° ° °`�° ° ° ° o `� ° ° ° )
° ° °° ° ° ° ° 0.52 ACRE 84+19.65(152.98 R)-
621-015A ° ° 785+99.56(157.82 R)
621-015A ° ° ° ° o ° ° ° ° ° ° 0.03 ACRE 786+21.14-787+00.00 76.00 R
621-035A °
NW4NW4SEC 29 ° ° ° ° ° ° ° ° NE4NW4SEC 29 621-01OA SEEDING(TYPE 1)
°° ° ° °° 0.03 ACRE 786+21.14-787+00.00 76.00 R
} ° ° ° 621-OIOB SEEDING(TYPE 2)
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o ° ° ° ° ° ° ° ° 0 ° ° ° ° ° ° (318.00 R)
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w °° °° ° ° °° ° ° 785+99.56(157.82 R)
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N o 0 0
ON
° 0.28 ACRE 784+01.11 (80.50 R)-786+21.35
° ° ° ° ° ° ° ° ° ° ° ° ° ° ° (318.00 R)
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° ° ° ° ° ° °
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° ° 0.03 ACRE 786+21.14-787+00.00 76.00 R
o
° ° ° °
° ° ° ° ° ° ° °°° ° °° ° ° ° S912-05C SP LANDSCAPE REPAIR 621-035A FERTILIZING
° ° ° ° °° °° ° ° °° 28.00 SY 783+70.00(80.44 R)-783+87.36 0.28 ACRE 784+01.11 (80.50 R)-786+21.35
° ° (95.00 R) (318.00 R)
LEGEND ° ° °° ° ° ° ° 15.00 SY 783+91.48(80.50 R)-784+01.13 0.52 ACRE 784+19.65(152.98 R)-
o , ° ° ° °° ° ° ° ° (95.00 R) 785+99.56(157.82 R)
o �� NEW SOD AREA ° ° ° ° ° ° 0 0.03 ACRE 786+21.14-787+00.00 76.00 R
8� � �� �8 8 LANDSCAPE REPAIR ° ° ° ° ° ° ° ° ° ° ° 651-01OA LAWN CONST(SODDED)
3285.00 SF 782+50.00(58.83 R)-785+90.00
ea AREA ° ° �� o �3 a (66.00 R)
y ° ° ° SEED & MULCH ° ° ° 2oizs N 3 W 627.00 SF 786+10.00 787+00.00 66.00 R
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REVISIONS DESIGNED PROJECT NO. SWPP PLAN a �'
KMD SCALES SHOWN IDA H O DAyp English 2046 70
m N0. DATE BY DESCRIPTION CMM ARE FOR PRINTS III X ONLYT1 ������®�����®� ? US 20�26, , COUNTY ADA �9
DESIGN CHECKED CHINDEN'
a DETAILED CADD FILE NAME DEPARTMENT A9TATIOND�p A019(944) LOCUST GROVE TO EAGLE KEY NUMBER
KMR 19944-sw -006.sht
m DRAWING CHECKED DRAWING DATE: STA. 782+50 TO STA. 787+00 19944 �QyM Page 248
PSA September 2019 Pa ra m et rix SHEET 159 OF 275
Item#10. T4N, R1E, B.M. 212-011A FIBER WATTLEeetBorder.swppp 007
248.00 FT 787+00.00-789+47.74 88.00 R
103.00 FT 789+97.74-791+00.00 88.00 R
SE4SW4SEC 20
212-095A INLET PROTECTION
1.00 EA 787+75.00 58.00 R
1.00 EA 790+25.00 58.00 R
1.00 EA 790+25.00 13.50 R
213-005A TOPSOIL(6")
51.00 CY 787+00.00(76.00 R)-789+47.74
(88.34 R)
35.00 CY 787+00.00(58.83 R)-789+54.95
(66.00 R)
15.00 CY 789+90.06-791+00.00 66.00 R
621-005A SEED BED PREPARATION
J 0.06 ACRE 787+00.00(76.00 R)-789+47.74
a (88.34 R)
0
N
CM621-01DA SEEDING(TYPE 1)
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a
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ki C a2II C I C a?JI C bbI C b2II C 2:NT C NNI C N111 C NNI1
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(88.34 R)
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Limits of
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- - - - - - - - - - - - - - - - _ - - - _ _ � 1796.00SF787+00.00(58.83R)-789+54.95
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-41
m - - - - - - - -212_011A -
213-005A 213-005A
W 8� � �8 8 AREA
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REVISIONS DESIGNED SCALES SHOWN ���][�[® DAyp PROJECT NO. SWPP PLAN English a 2046
KMD m N0. DATE BY DESCRIPTION CMM ARE FOR PRINTS III X ONLY71 TRANSPORTATION TION ? � US `20�26, , COUNTY ADA �9
DESIGN CHECKED CHINDEN'
a DETAILED CADD FILE NAME DEPARTMENT A9TATIOND�p A019(944) LOCUST GROVE TO EAGLE KEY NUMBER
KMR 19944_sw _007.sht
m DRAWING CHECKED DRAWING DATE: STA. 787+00 TO STA. 791+00 19944 �QyM page 249
PSA September 2019 Pa ra m et rix SHEET 160 OF 275
Item#10. T4N, R1E, B.M. 212-011A FIBER WATTLE
eetBorderswpppoos
138.00 FT 791+00.00(88.00 R)-792+19.48
(106.00 R)
SE4 SW4 SEC 20 282.00 FT 792+45.00(96.00 10.0 R)00 )
83.00 FT 793+81.00-794+26.00 36.00 L
212-095A INLET PROTECTION
1.00 EA 793+25.00 58.00 R
1.00 EA 793+25.00 14.33 R
a 1.00 EA 793+25.00 30.00 L
213-005A TOPSOIL(6")
23.00 CY 791+00.00(76.00 R)-792+18.32
(101.72 R)
16.00 CY 791+00.00(58.83 R)-792+15.00
- (66.00 R)
30.00 CY 792+35.00(78.27 R)-793+97.74
- - - - - - - - - - - - - (86.08 R)
a I 23.00 CY 792+35.00(66.00 R)-794+00.00
(58.83 R)
212-011A S912-05C I 0.03 ACRE 791E 00.00(776.00 R)D BED PREPARATION
92+ 8 32
s I (101.72 R)
a 0.04 ACRE 792+35.00(78.27 R)-793+97.74
�a (86.08 R)
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������������ 0.03ACRE791+00.00(76.00R)-792+18.32
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Limits of
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A I (86.08 R)
(See Irrigation v 621-015A MULCHING
o Sheets for �, o
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20/26 Sprinklers in 212-095A + (101.72 R)
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C ction Line S89°26'46"E 213-005A 41 � (86.08 R)
13 - - - - - 651-010A v Q 621-035A FERTILIZING
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ri U R/W $ R/W /R/W R/W I
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w Q i1 Q 806.00 SF 791+00.00(58.83 R) 792+15.00
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< 7Disturban
P-- -P - - -x -- x- P/Fx---- - --x----x--P�x (36.27L)
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Disturbance pp
213-005A &eIrrigaionaNans
LEGEND for Details �&
621-005A y o
'o a 621-OIOA ��o NEW SOD AREA 00 o ar w
L JK ¢ W< J
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w �) INLET PROTECTION 20 0 20 40 O� GIST C�
REVISIONS DESIGNED KMD SCALES SHOWN IDA H O DAyp PROJECT N0. SWPP PLAN English � 2046 �
m N0. DATE BY DESCRIPTION CMM ARE FOR PRINTS III X ONLY71 TRANSPORTATION ? � US `20�26, , COUNTY ADA �9 ����^��P�
DESIGN CHECKEDCHINDEN'
a DETAILED CADD FILE NAME DEPARTMENT
A9TATIOND�p A019(944) LOCUST GROVE TO EAGLE KEY NUMBER
KMR 19944_sw _008.sht
m DRAWING CHECKED DRAWING DATE: STA. 791+00 TO STA. 795+00 19944 �QyM page 250
PSA September 2019 Pa ra m et rix SHEET 161 OF 275
Item#10.
IRRIGATION SCHEDULE GENERAL IRRIGATION NOTES
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL 1. All work shall be performed by persons familiar with this type of
work and under the supervision of a foreman familiar with this
type of work. The foreman shall remain on-site during all
BUBBLER SHT. 190 landscape irrigation installations.
Fixed flow rate (0.25-0.5 GPM) Flood Bubbler.
6 1401 1402 (NO MORE THAN 20 PER SIDE OF RISER) 2. Comply with all local codes and ordinances.
S TURF ROTARY — Non—Potable #3, SHT. 190 3. Verify locations of all underground utilities prior to trenching
4" Pop—Up with in—head check valves, 45 psi pressure regulation operations.
5'x14' Side strip nozzles 4. Install irrigation system per design and adjust irrigation head
li layout to fit field conditions, as necessary.
TURF ROTARY — Non—Potable #3, SHT. 190
O
$r 4" Pop—Up with in—head check valves, 45 psi pressure regulation 5. Irrigation plan is diagrammatic. Mainlines, laterals, and wires shall
Adjustable arc and full circle nNozzles be placed within landscaped area whenever possible (sleeving shall
be placed under all paved areas).
6. Do Not install mainline directly under path. Mainline shall be
SHRUB ROTARY — Non—Potable #3, SHT. 190
located adjacent to back of path in landscape area. Sleeving g 12" Pop—Up with in—head check valves, 45 psi pressure regulation shall be required as noted on plans where crossings occur
Adjustable arc and full circle nozzles. 7. Install no more than one tee or elbow off of mainline per remote
m control valve and no more than one remote control valve per
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL valve box. Do not use manifold systems.
8. Coordinate installation/operation of irrigation system with other
CONTROL VALVE #2, SHT. 190 trades.
1", 1-1/2", and 2" durable chlorine—resistant valves
for reclaimed water applications with scrubber 9. Place "non-potable purple locator ribbon 3" above protective layer
mechanism technology, purple flow control of soil on mainline trench only.
handle, and pressure regulator module.
� 10. Pipe lines shall be placed so that text on pipe is face-up.
BUBBLER CONTROL VALVE #2, SHT. 190 11. Verify 'working' psi of existing irrigation system at maximum
(SIZE TBD BASED ON FIELD ADJUSTMENTS) operating flow prior to irrigation installation and notify Engineer of
i Size bubbler zones with no more than 40 gpm per zone.
any deficiency (60 psi assumed).
No more than 20 bubblers per side of riser.
o Shrub = .25 gpm 12. Ensure that irrigation overspray is minimized onto paved areas or
e
.$, Tree = .50 gpm fences.
r13. Submit as-built drawings per Specifications.
3
g Valve CallOut 14. There is an existing irrigation mainline paralleling and potentially
Valve Number conflicting with the new soundwall. Protect or relocate the
existing mainline wherever possible and replace fittings, and control
# #. Valve Flow (GPM) valve wire damaged during construction. Sleeve all replaced
mainlines where located underneath paved surfaces.
#" Valve Size
15. Keep existing irrigation controllers operational so they continue to
irrigate existing system south of the soundwall. The new
Quick Coupler — With purple non—potable cover. #2, SHT. 189 controller is to control the new irrigation north of the wall only.
16. ENSURE THAT BRISTOL NEIGHBORHOOD IRRIGATION SOUTH OF SOUND
w Gate Valve (same size as mainline) #1, SHT. 189 WAIL REMAINS OPERATIONAL DURING CONSTRUCTION. REPAIR
6 Ductile Iron Gate Isolation Valve. OP Nut. Some size as pipe. EXISTING MAINLINE AND IRRIGATION SYSTEM, AS NECESSARY. DURING
CONSTRUCTION TO ENSURE EINSTOL NEIGHeoRHooD IRRIGATION
g IC Controller —20 station capable commercial controller. REMAINS OPERATIONAL
Mounted on a metal pedestal.
Flow sensing and water management capabilities.
Si
Irrigation Lateral Line: Purple PVC Class 200
Contractor shall verify sizing to ensure flow does does not exceed 5fps.
Irrigation Mainline: Purple PVC Schedule 40 (contractor shall verify sizing) IRRIGATION PLAN I S
a — — — — — — — — Pipe Sleeve: PVC Schedule 40 (CONTRACTOR SHALL COORDINATE SIZE) #1, SHT. 190 DIAGRAMMATIC ONLY
— — — — — — — — Size shall be minimum twice the diameter of all pipe going through. MAINLINES, LATERALS, AND WIRES SHALL BE PLACED
Exminimum for controller wire. WITHIN LANDSCAPED AREA WHEREVER POSSIBLE
Extend sleeves 12" beyond construction edge.
Contractor must verify sizes and quantities at all required locations prior (SLEEVING SHALL BE PLACED UNDER ALL PAVED AREAS). ♦TE OF 1,D
to backfilling trenches. q�
5 O�♦
REVISIONS DESIGNED PROJECT NO. DETAIL SHEET
Zvi SCALES SHOWN IDAH® o C English
N0. DATE BY DESCRIPTION ARE
PRNFOR
TS IONLYIT, TRANSPORTATION US 20�26,CHINDENt COUNTY ADA im A-1660
DESIGN CHECKED
DETAILED FRI CADD FILE NAME DEPARTMENT Ar A019(944) LOCUST GROVE TO EAGLE KEY NUMBER ♦rtt
Zvi 19944—Isc _771-812 GENERAL NOTES 19 Page 251
944 ���q /
DRAWING CHECKED JRS ORAAuGusDtA2019 Parametrix IRRIGATION SHEET 180 OF 275 �I�DSC:♦♦
Item#10.
770 71 772 773 774 775 776 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794
US 20/26 (CHINDEN BOULEVARD) NOTE: DO NOT INSTALL MAINLINE
DIRECTLY UNDER PATH.
10' SHARED USE PATH W I INSTALL MAINLINE ADJACENT
W Q In TO BACK OF PATH IN
> S904-05L S904-05M p
LO S904-05N I w LANDSCAPE AREA. INSTALL
LOCUST GROVE TO STA 780+78 STA 780+78 TO STA 783+98 + loo- = SLEEVING WHERE CROSSING
STA 783 98 TO 794 oQN
^ O = I+ 00 HARD SURFACES.
5 N I C J.--i W
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(n Scale (Feet) I(\ ~
p LOCUST GROVE TO BRISTOL HEIGHTS I �w o
€ 100 0 10o Zoo I�z N Cn
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$ I On m
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0
I
THREE CORNERS
m
771 772 773 774 775 776 777 778 779 780
US 20/26 (CHINDEN BOULEVARD)
9
10' SHARED USE PATH
i
COORDINATE WITH SCHOOL TO DESIGN AND INSTALL 7' x APPROXIMATELY 1305 LF OF IRRIGATION,
IDENTIFY SOURCE USE 4" TURF
IRRIGATION CONNECT ION D P LOCATION. SCHOOL PROPERTY ROTARYEFERED PETHEADS AIL WITH SIDE STRIP NOZZLESCSHEETS 189, 190, AND SPEIPERAIRR GATION SCHEDULE,
SHEET 180. SPACE TO ACHIEVE HEAD TO HEAD COVERAGE.
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e
S904-OSL
DESIGN AND INSTALL 11' x APPROXIMATELY 320 LF OF IRRIGATION,
781 782 783 PER DETAIL SHEETS 189, 190, AND SPECIFICATIONS. USE 4" TURF
ROTARY HEADS WITH SIDE STRIP NOZZLES, PER IRRIGATION SCHEDULE,
O SHEET 180. SPACE TO ACHIEVE HEAD TO HEAD COVERAGE.
US 20/26 (CHINDEN BOULEVARD)
PROPERTY LINE
� EXISTING SIDEWALK
P7 LOCATE AND CONNECT TO EXISTING MAINLINE SOUTH OF PATH AND INSTALL
THREE CORNERS PROPERTY NEW VALVES ADJACENT TO EXISTING VALVE CLUSTER.
i, CONNECT TO EXISTING THREE CORNERS IRRIGATION CONTROLLER. BORE ANY
S904-05M NEEDED CONDUITS AND/OR SPRINKLER LINES UNDER THE EXISTING SIDEWALK.
o �
X
0
784 785 786 787 788 7,99 790 791 792 793 4 w
0 0_
Q
US 20/26 (CHINDEN BOULEVARD) I J N
W
W r,Q00
9 HREE CORNERS RESIDENCE RESIDENCE RESIDENCE RESIDENCE07 ( Qzw
10' SHARED USE PATH = LLI
a N WV)
CONNECT IRRIGATION TO EXISTING WELL. DESIGN AND INSTALL 7' x APPROXIMATELY 912 LF OF IRRIGATION, PE m
m SEE ITEM S900-50C CONTINGENCY AMOUNT (WELL MODIFICATION PARCEL 6). DETAIL SHEETS 189, 190, AND SPECIFICATIONS. USE 4" TURF ROTARY �•• F a��
S904-05N REQUEST NEW POWER SERVICE FROM IDAHO POWER. INSTALL PEDESTAL- HEADS WITH SIDE STRIP NOZZLES, PER IRRIGATION SCHEDULE, SHEET 180. Scale (Feet)
MOUNTED CONTROLLER, PER IRRIGATION SCHEDULE, SHEET 180. SPACE TO ACHIEVE HEAD TO HEAD COVERAGE.
50 0 50 100
AN
REVISIONS DESIGNED ��o PROJECT NO. PLAN SHEET Eng h
Zvi SCALES SHOWN II)AH® Zis 5
� N0. DATE BY DESCRIPTION DESIGN CHECKED ARE FOR II' X 17'
i PRINTS ONLY TRANSPORTATION US 20�26,CHINDENi COUNTY ADA •R: LA-1660
,, A019(944) LOCUST GROVE TO EAGLE KEY NUMBER ♦F
FRI DEPARTMENT •s
DETAILED CADD FILE NAME
ZVJ 19944_Isc _771-812 19944 ♦d Page 252
9 DRAWING CHECKED DRAWING DATE: STA. 771+00 TO STA. 794+00 �4.1 VDSC
r, JRS August 2019 Parametrix IRRIGATION SHEET 181 OF 275 �♦ s•
Item#10. VALVE BOX:
VALVE BOX: INSTALL 1" ABOVE FINISH GRADE IN TURF AREAS & 2" IN SHRUB BEDS.
INSTALL 1" ABOVE FINISHED 2" MIN.
GRADE IN TURF AREAS &
2" ABOVE FINISHED GRADE FINISH GRADE
'c IN SHRUB BEDS.
FINISHED GRADE QUICK COUPLER VALVE
SECURE WITH TWO (2) STAINLESS STEEL HOSE CLAMPS
� GATE VALVE
PVC NIPPLE
SCH. 80 PVC NIPPLE TO 12" MIN. LENGTH DURA GASKET SWING JOINT OR APPROVED EQUAL. DIAMETER OF
EXTEND 12'' OUTSIDE VALVE BOX. aSWING JOINT SHALL BE THE SAME SIZE AS THE QUICK COUPLER INLET.
sxT
C
L�
F
USE SCH. 80 PVC COUPLER
c` �TO CONNECT TO MAINLINE.
rMT Ou 000 Q
m 0 0 ov PVC TEE
1" MIN.
MAINLINE MAIN LINE
000000$000$00 MIN. 3" DEPTH 3/8" PEA GRAVEL SUMP
' 00 00% 000 000
0o00000000�
2"x2"x24" WOOD STAKE
� MIN. 3" DEPTH
j 3/8" PEA GRAVEL SUMP
c
m
ISOLATION VALVE / GATE VALVE QUICK COUPLER VALVE / Z
$ NOT TO SCALE NOT TO SCALE
W
O
Q3
(J
NOTES
DRAWINGS DEPICT BLOCK LOCATION, NOT SIZE. FOR SIZE SEE TABLE
�\�
1. SUBMIT FINDINGS FOR THRUST, THRUST BLOCK VOLUME AND BEARING AREA TO OWNER FOR REVIEW AND APPROVAL.
TABLE 1 : THRUST AT FITTINGS AT 200 PSI A. DETERMINE THRUST AT PRESSURES OTHER THAN PSI SHOWN, MULTIPLY THE THRUST OBTAINED IN TABLE 1 BY THE
J D L RATIO OF THE PRESSURE TO 200 PSI.
THRUST AT FITTINGS IN POUNDS EXAMPLE, THE THRUST ON A 6 INCH, 90- BEND AT 300 PSI.
A B C D E 9 995 X 300 PSI = 14,992 LBS.
TEST TEE AND 200 PSI
g 45' BEND 90' BEND SIZE DRESSURE DEAD 90` 45' 22.5" 11.25'
g PSI ENDS BEND BEND BEND BEND B. DETERMINE THE VOLUME OF THE THRUST BLOCK:
THRU LINE DIRECTION CHANGE, 4" 200 3,140 4,440 2,405 1,225 615 EXAMPLE, (150 LBS/CF UNIT WEIGHT OF CONCRETE)
CONNECTION, TEE TEE USED AS ELBOW
6" 200 7,070 9,995 5,410 2,760 1,385 14,992 LBS 150 LB/CF = 99.9 CF
8" 200 12,565 17,770 9,620 4,905 2,465 99.9 CF 27 CF/CY = 3.70 CY OF CONCRETE
g C. DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (SF) SEE TABLE 2, BEARING VALUE OF SOIL
TABLE 2 : BEARING VALUE OF SOIL EXAMPLE, FOR SAND AND GRAVEL BEARING VALUE FROM TABLE 2 IS 3,000 LBS/SF
TEE SAFE BEARING 14,992 LBS 3000 LB/SF = 5 SF OF AREA
SOIL TYPE LOAD LBS/SF
2. CONTRACTOR SHALL PROVIDE BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE.
�t THRU LINE CONNECTION, MUCK, PEAT, ETC. 0
$ TEE SOFT CLAY / ALLUVIAL SOIL 1,000 3. SHALL BE ADJUSTED FOR OTHER PRESSURE CONDITIONS
SAND 2,000 4. THE FOLLOWING PRECAUTIONS SHALL BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS:
SAND AND GRAVEL 3,000 A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL.
a B. THE PIPE FITTING(S) AND BOLTS SHALL BE ACCESSIBLE. WRAP IN PLASTIC BEFORE POURING CONCRETE BLOCKING.
SAND AND GRAVEL CEMENTED WITH CLAY 4,000 C. CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AND SHOULD HAVE A MINIMUM COMPRESSION STRENGTH OF 2,000
WYE HARD SHALE 10,000 PSI AT 28 DAYS.
D. RESTRAINED JOINTS SHALL BE INSTALLED, IN ADDITION TO CONCRETE THRUST BLOCKING, WHEN THRUST BLOCK CURIN
TIME IS LIMITED.
m E. BLOCKS SHALL BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE. ••E OF �♦
THRUST BLOCKING
3 5. ALL PIPE SHALL BE PROPERLY BEDDED. S K R O�♦
s NOT TO SCALE Q' I
REVISIONS DESIGNED Zvi SCALES SHOWN IDAHO o PROJECT N0. DETAIL SHEET English
NO. DATE BY DESCRIPTION ARE FOR 11' X 17'
DESIGN CHECKED FRI PRINTS ONLY TRANSPORTATION tAT US 20�26,CHINDENi COUNTY ADA - 66�
1 DETAILED CADD FILE NAME DEPARTMENT A019(944) LOCUST GROVE TO EAGLE KEY NUMBER •Pt<
$ DRAWING CHECKED
ZVJ 19944_Isc _771-812 19944 ♦O Page253
DRAWING DATE: IRRIGATION DETAILS �19A'DSCA
JRS August 2019 I'a ra m et r I x SHEET 189 OF 275 �♦ e•
TF
EXTEND SLEEVES 18" BEYOND PAVED SURFACE. (TYP.3 GLOBE ELECTRIC VALVE
PAVED SURFACE
\y W/ FLOW CONTROL AND PSI CONTROL
LOCKING LID
VALVE BOX:
INSTALL 1" ABOVE FINISHED GRADE
IN TURF AREAS, & 2" ABOVE
° ° ° ° °> FINISHED GRADE IN SHRUB BEDS.
n
m
FINISHED GRADE
a 1" MIN. TOP VIEW
VALVE BOX
45' 45'
$r
45' PVC ELL
� UNION
NIPPLR� qua CONTROL
45° •� ,� et •+' •�' P•�'�•�'i� �. •.t•• S'6 E. VALVE-
THREADED ® CENTER
8 PVC NIPPLE CONTROL
45' 45'
PVC MAINLINE VALVE IN
r /PVCATERAL/ BRICK MIN. 3" DEPTH UNIDN VALVE BOX
em MAINLINE 1 OF 4 3/8'' PEA GRAVEL
O PVC LATERAL/MAINLINE SUMP PVC TEE
SLEEVE SLEEVE
NOTES
9 FRONT ELEVATION SIDE ELEVATION 1. ONE REMOTE CONTROL VALVE PER VALVE BOX. NO MANIFOLD SYSTEM.
2. ALL NIPPLES AND FITTINGS SHALL BE THREADED AND SCH. 40 INSIDE OF VALVE BOX.
NOTES : 3. ALL NIPPLES AND FITTINGS SHALL BE THE SAME DIAMETER AS CONTROL VALVE.
1. THERE SHALL NOT BE 90' JOINTS DIRECTING LATERALS AND MAINLINES INTO SLEEVES.
MAXIMUM ANGLE SHALL BE 45'
2. INSTALL THRUST BLOCKS AT ALL JOINTS 2 1/2" DIA. OR LARGER.
§ PIPE SLEEVING �1� CONTROL VALVE IN VALVE BOX
NOT TO SCALE NOT TO SCALE
W
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f�
J
SHRUB OR TREE
g� BUBBLER HEAD SHALL BE VERTICAL 10R'12'
3 1/2"M NPT X 1/2"BARB ADAPTER
s FINISHED GRADE 3" HIGH WATERING BASIN SHRUBS
o ��IrPpJ,l 1,1,p�l,WNAa 6„_8
PDP-UP SPRINKLER HEAD �7 lxR� SWING PIPE
TOP DRESSING
FINISH GRADE
SPIRAL BARB FITTING SHALL BE
4 VERTICAL SWING PIPE
INSTALL PLUG AT END OF LINE
SPIRAL TUBING, 1/2" DIA. 18'' MAX. LENGTH 8„ 3/4 M NPT X 1/2'' BARB ADAPTER 1/2"BARB X 1/2"BARB X 1/2"BARB TEE
PVC LATERAL LIN I" PVC RISER I" T X 3/4" T X 3/4" T PVC TEE
--TEE OR TEE WITH CAP IF END OF LINE
TEE
a SPIRAL BARB FITTING NOTE: PVC LATERAL
ALL BUBBLERS SHALL BE VERTICAL AND UNIFORM IN HEIGHT ABOVE TOP DRESSING
a SPRINKLER HEAD 3 BUBBLER HEAD LATERAL AND RISER TO WATERING BASIN 4 !0E 0 F ,D
• KKR 0
S NOT TO SCALE NOT TO SCALE : P I •
•
REVISIONS DESIGNED Zvi SCALES SHOWN IDAHO " PROJECT NO. DETAIL SHEET En lisp set /
' o g NO. DATE BY DESCRIPTION ARE FOR II' X 17' n
DESIGN CHECKED FRI PRINTS ONLY TRANSPORTATION US 20�26,CHINDENi COUNTY ADA - 66 3 �w
DETAILED CADD FILE NAME DEPARTMENTAT A019(944) LOCUST GROVE TO EAGLE KEY NUMBER ♦P�
g ZVJ 19944_Isc _771-812 19944 ♦OL / Page 254
DRAWING CHECKED DRAWING DATE: Parametrix IRRIGATION DETAILS SHEET 190 OF 275 �NDSCA
JRS August 2019 ♦ ■•
Item#10.
rametrix
ENGINEERING.PLANNING.ENVIRONMENTAL SCIENCES
7761 W RIVERSIDE DRIVE,SUITE 201 BOISE,ID 83714 I P 208.898.0012
December 11, 2019
Idaho Department of Water Resources
2735 Airport Way
Boise, ID 83705-5082
Re: Application for Permit No. 63-34830;
KN19944: US 20/26, Locust Grove to Eagle Road Widening
Dear Ms. Kaiser,
Thank you for your response letter dated, December 5, 2019, regarding our application for permit to divert water for
irrigation use. I have reviewed your response with the applicant, Daris Bruce with the Idaho Transportation
Department (ITD).
You are correct that our water use will not exceed 13,000 gallons per day to irrigate the 0.2 acres required for our
roadway widening project. Based on the information in your response letter, we understand that such use does not
require a permit for use, so we are formally withdrawing our application for permit. I have attached the completed
withdrawal form you provided.
Our understanding is that no further action is required.
Feel free to contract me if you have any questions. My phone number is 208.906.1180 and my email is
tiohnson@parametrix.com. You may also contact the ITD Resident Engineer, Daris Bruce, at 208.334.8331 or
daris.bruce@itd.idaho.gov.
Thankyou!
Todd Johnson, PE
Cc: file 314-4006-058
_ l� Page 255
L t,^..J-�f..L�2�r.�. �L!"'.�GLE'-. !_t�t.�:J��.C-Z£'t t_ ..1 L'-o��s/G-4.c>'14x:3, Y'L1.!c/c=,L'K.4�. Gc. Gtl��✓�`�£ 'Z.2.'Lt L�f'.:, I
Item#10.
WffTHIDRAWAL
OF
APPLICATMN FOR P EII MRT
I/We, D?/44)S /3jeu C e and
(Applicant's Printed Name) (Applicant's Printed Name)
and
(Applicant's Printed Name) (Applicant's Printed Name)
hereby withdraw our Application for Permit to Appropriate the Public Waters of the
State of Idaho, No. b3 - M6 30 .
Signed this ?;� day of � Cl R , 20 1 �l
(Signature/Title of Applicant)
(Signature/Title of Applicant)
(Signature/Title of Applicant)
(Signature/Title of Applicant)
Page 256
Item#10. State of Idaho
DEPARTMENT OF WATER RESOURCES
Western Region • 2735 Airport Way • Boise, Idaho 83705-5082
Phone: (208) 334-2190 • Fax: (208) 334-2348 • Website: www.idwr.idaho.gov
BRAD LITTLE GARY SPACKMAN
Governor Director
December 17, 2019 E CE E.=I V 3 s
DARIS BRUCE
IDAHO TRANSPORTATION DEPT PARAMETR!X
8150 CHINDEN BOULEVARD BO88E OFRCDE
Re: Withdrawal of Application for Permit No: 63-34830
Dear Applicants:
The Department has received your recent withdrawal of the above referenced application. For
your convenience a copy of the withdrawal and application are enclosed.
Please feel free to contact our office at 208-334-2190 if you have additional questions in this
matter. Also, more information about water rights and other matters administered by this
agency is available on the Internet at www.idwr.idaho.gov.
Sincerely,
6nna aiser
Water Resource Agent
Western Regional Office
Enclosures
Cc: Todd Johnson (Parametrix)
Page 257
Item#10.
RECEIVED
DEC 16 n119
WVTcR R CES
WITHDRAWAL
OF
APPLICATION FOR PERMIT
I/We, f3,et-A C E and
(Applicant's Printed Name) (Applicant's Printed Name)
and
(Applicant's Printed Name) (Applicant's Printed Name)
hereby withdraw our Application for Permit to Appropriate the Public Waters of the
State of Idaho, No.0- M 6 3 0 .
Signed this day of_ A (f15A8)E , 20 1
1y �U619&0- ,0/iGLi/" Er2
(Signature/Title of Applicant)
(Signature/Title of Applicant)
(Signature/Title of Applicant)
(Signature/Title of Applicant)
Page 258
Ltr_#,_o
. eeyttr,,QB/'1 v E D STATE OF IDAHO CC ff DEPARTMENT OF WATER RESOURCES
NOV 25 2019 APPLICATION FOR PERMIT
To appropriate the public waters of the State of Idaho
YVAUYES E 1�W 4 W i�1�01_4 V1_
1. Name of applicant(s) Daris Bruce (Idaho Transportation Department) Phone (208)-334-8331
Name connector(check one): ❑and ❑or ❑and/or
Mailing address 8150 Chinden Boulevard City Boise
State Idaho ZIP 83714-1367 Email daris.bruce@itd.idaho.gov
2. Name of representative, if any Todd Johnson (Parametrix) Phone (208)-898-0012
Mailing address 7761 W Riverside Dr Ste 201 City Boise
State Idaho ZIP 83714 Email tjohnson@parametrix.com
a. ✓❑ Send all correspondence for this application to the representative and not to the applicant OR
❑ Send original correspondence to the applicant and copies to the representative.
b. ✓❑ The representative may submit information for the applicant but is not authorized to sign for the applicant OR
❑ The representative is authorized to sign for the applicant. Attach a Power of Attorney or other documentation.
3. Source of water supply groundwater which is a tributary of n/a
4. Location of point(s) of diversion:
Twp Rge Sec Govt ,/4 ,/4 y4 County
Source Local name or tag#
4N 1 E 29 NW NE NW ADA groundwater
LE
5. Water will be used for the following purposes:
Amount 0.11 cfs for irrigation Mar 15 Nov 15 purposes from to (both dates inclusive)
(cfs or acre-feet per year)
Amount(cfs or acre-feet per year)for purposes from to (both dates inclusive)
Amount(cfs or acre-feet per year)for purposes from to (both dates inclusive)
Amount(cfs or acre-feet per year)for purposes from to (both dates inclusive)
6. Total quantity to be appropriated is (a) 0.11 cubic feet per second (cfs) and/or(b) acre-feet per year(af).
7. Proposed diverting works:
a. Describe type and size of devices used to divert water from the source.
Replace pump in existing domestic well and use well to pressure irrigate sod buffer(between curb and sidewalk) ti
b. Height of storage dam feet; active reservoir capacity acre-feet;total reservoir capacity
acre-feet. If the reservoir will be filled more than once each year, describe the refill plan in item 12. For
dams 10 feet or more in height AND having a storage capacity of 50 acre-feet or more, submit a separate Application
for Construction or Enlargement of a New or Existing Dam. Application required? ❑ Yes ❑ No
c. Proposed well diameter is inches; proposed depth of well is feet.
d. Is ground water with a temperature of greater than 850F being sought? ❑ Yes ❑✓ No
e. If well is already drilled, when? unknown drilling firm unknown
well was drilled for(well owner) unknown Drilling Permit No. unknown
For Department Use
Received by 1L-C Date Time •ZI m Preliminary check by
Fee$ WO.pU Receipted by Receipt No. Date t Page 259
Item#10.
8. Description of proposed uses (if irrigation only, go to item 9):
a. Hydropower; show total feet of head and proposed capacity in kW.
b. Stockwatering; list number and kind of livestock.
c. Municipal; must complete and attach the Municipal Water Right Application Checklist.
d. Domestic; show number of households
e. Other; describe fully. Change existing domestic well at 2005 East Chinden Boulevard (US
20/26) to irrigate <0.2 acres of sod along US 20/26 for owner(ITD)
9. Description of place of use:
a. If water is for irrigation, indicate acreage in each subdivision in the tabulation below.
b. If water is used for other purposes, place a symbol of the use (example: D for Domestic) in the corresponding place
of use below. See instructions for standard symbols.
FFT
WPRGE SEC NE NW SW SE
wNE NW SW I SE I NE I NW SW SE 11 NE NW SW SE NE NW I SW SE TOTALS
4N 1 E 29 0.2
Lh
Total number of acres to be irrigated: 0.2
10. Describe any other water rights used for the same purposes as described above. Include water delivered by a municipality,
canal company, or irrigation district. If this application is for domestic purposes, do you intend to use this water,water from
another source, or both, to irrigate your lawn, garden, and/or landscaping?
No other water rights will be used. The single family home is being demolished. Existing irrigation water rights will be
retained but no longer used.
11. a. Who owns the property at the point of diversion? Idaho Transportation Department
b. Who owns the land to be irrigated or place of use? Idaho Transportation Department
c. If the property is owned by a person other than the applicant, describe the arrangement enabling the applicant to make
this filing:
12. Describe your proposal in narrative form, and provide additional explanation for any of the items above.Attach additional
pages if necessary. As part of the US 2026 Locust Grove to Eagle widening project ITD
purchased this parcel to construct a storm water pond. The existing domestic well is retained but modified to pressure
irrigate a 7'x1000' (0.2 AC) sod buffer within Ada County but outside the limits of both Meridian and Boise. The permit
to change the use of the well from domestic use to irrigation will allow ITD to have aesthetic continuity along the south
13. Time required for completion of works and application of water to proposed beneficial use is 1 years(minimum 1 year).
14. MAP OF PROPOSED PROJECT REQUIRED-Attach an 8'/"x 11"map or maps clearly identifying the proposed point of
diversion, place of use, section#, township&range. The map scale shall not be less than two(2) inches equal to one(1)
mile.
The information contained in this application is true to the best of my knowledge. I understand that any willful
misrepresentations made in this application may result in rejection of the application or cancellation of an approval.
i natu�oAppficant��� ��A �® < Signature of Applicant
Print Name (and title, if applicable) Print Name(and title, if applicable)
Page 260
Application for Permit
Paqe 2