HomeMy WebLinkAboutNMID Five Mile Pedestrian Bridge to Master Pathways Agreement DATE: 01 December 2022
TO: Sawtooth Law Offices, PLLC
FROM: NAMPA & MERIDIAN IRRIGATION DISTRICT
License, Easement, Project and/or Crossing Agreement(s)
Approved on 21 November 2022
License Agreement 9 pages
Qwest Corporation d/b/a CenturyLink QC
Farmers Lateral
Instrument#2022-095148
License Agreement 6 pages
Intermountain Gas Company
Kennedy Lateral
Instrument#2022-095149
Agreement 7 pages
The City of Meridian
Five Mile Drain
Instrument#2022-095150
License Agreement 8 pages
The City of Nampa
Rachel Drain
Instrument#2022-052262
License Agreement 41 pages
Brookfield Holdings (Harvest) LLC
Ode] Drain, Bray Drain,
Ellis Drain & Ramsey Drain
Instrument#2022-052263
Easement 8 pages
Brookfield Holdings (Harvest) LLC
Bray Drain, Odel Drain, & Ellis Drain
Instrument#2022-093578
ADA COUNTY RECORDER Phil McGrane
BOISE IDAHO Pgs=7 NIKOLA OLSON 200 2-022 08:40M
NAMPA MERIDIAN IRRIGATION
11/25/240 A AM
I111IIIIII11111111111111111111111 NO FEE������ ��������
01212491202200961600070070
AGREEMENT
AGREEMENT,made and entered into this_T I_ lay of �` ,2022,by and between
NAMPA & MERIDIAN IRRIGATION DISTRICT, an irrigation district organized and existing under
and by virtue of the laws of the State of Idaho,hereinafter referred to as the"District,"and
THE CITY OF MERIDIAN,a political subdivision and
municipality of the State of Idaho
hereinafter referred to as the"City,"
WITNESSETH:
WHEREAS,the parties hereto entered into a Master Pathway Agreement For Developing and
Maintaining Pathways for public use along and across some of the District's ditches and within some of
the District's easements and fee title lands dated December 19, 2000,recorded as Instrument No.
100102999,records of Ada County, Idaho,hereinafter referred to as the"Master Pathway Agreement;"
and,
WHEREAS,the District and the City intended by entering the Master Pathway Agreement to
accomplish the following in a manner that is consistent with their respective legal and fiduciary
responsibilities;to enhance the City's pathway planning though early consultation between the City and
the District;to establish a process for the City's submission of pathway requests and the District's
consideration of such requests; and to provide the general conditions for the District's approval and
authorization of pathway requests affecting the District's ditches,property,operations and maintenance;
and,
WHEREAS,the District grants to the City the right develop pathways to encroach within the
District's easements along and across the District's ditches,canals and easements therefor upon the terms
and conditions of said Master Pathway Agreement and after the execution of an agreement for each
proposed crossing and encroachment; and,
WHEREAS,the City is the owner of the real property easement/right of way(burdened with the
easement/property of the District hereinafter mentioned)particularly described in the"Legal Description"
attached hereto as Exhibit A and by this reference made a part hereof; and,
WHEREAS,the District controls the irrigation/drainage ditch or canal known as the FIVE MILE
DRAIN(hereinafter referred to as"ditch or canal")together with the real property and/or easements to
convey irrigation and drainage water,to operate and maintain the ditch or canal, and which crosses and
intersects said described real property of the City as shown on Exhibit B attached hereto and by this
reference made a part hereof;and,
AGREEMENT-Page 1
WHEREAS,the City desires approval to construct,install, operate and maintain a pedestrian
bridge and paved pathway within the District's property/easement for the Five Mile Drain under the terms
and conditions of said Master Pathway Agreement and those hereinafter set forth,
NOW,THEREFORE, for and in consideration of the premises and of the covenants, agreements
and conditions hereinafter set forth and those set forth in said Master Pathway Agreement,the parties
hereto agree as follows:
1. The City may construct, operate,maintain and repair a 53-foot prefabricated steel truss
bridge,pedestrian sidewalk and a 10 foot wide pathway within the District's real property and/or
easement for the Five Mile Drain located on the east side of McDermott Road in,Meridian,Ada County,
Idaho. The bridge, sidewalk and pathway are being constructed by the Idaho Transportation Department
(ITD) as part of the Highway 16 project and the District is entering into an agreement with ITD for said
construction and the bridge, sidewalk and pathway will be assigned to the City upon completion.
2. Any construction,widening or crossing of said ditch or canal shall be performed in
accordance with the"Special Conditions" stated in Exhibit C, attached hereto and by this reference made
part thereof.
3. The permitted hours of use of the pathway shall be from one half hour before sunrise and
one half hour after sunset.
4. The parties hereto incorporate in and make part of this Agreement all the covenants,
conditions,and agreements of said Master Pathway Agreement unchanged except as the result of the
provisions of this Agreement.
The covenants,conditions and agreements herein contained and incorporated by reference shall
constitute covenants to run with, and running with, all of the lands of the City described in said Exhibit A,
and shall be binding on each of the parties hereto and on all parties and all persons claiming under them
or either of them, and the advantages hereof shall inure to the benefit of each of the parties hereto and
their respective successors and assigns.
IN WITNESS WHEREOF,the District has hereunto caused its corporate name to be subscribed
by its officers first hereunto duly authorized by resolution of its Board of Directors and the City has
hereunto subscribed its corporate name to be subscribed and its seal to be affixed thereto, all as of the day
and year herein first above written.
NAMPA&MERIDIAN IRRIGATION DISTRICT
By
Its President
ATTEST:
AGREEMENT -Page 2
THE CITY OF MERIDIAN
By \,
By Brad Hoaglun, Council esident 10-25-2022
ATTEST: Qo�P�ED AUGUST'
2V w
city of
s J on, ity Cl ,o�Mo
STAT F IDAHO ) k SEAL
) SS:��'f'TFRot the TREPSJ��
County of Canyon )
On this V day of W ,2022,before tl undersigned,a Notary Public in and
for said State,personally appeared Donald Barksdale 81--T,known to me to be the
President and Secretary,respectively,of NAMPA&MERIDIAN IRRIGATION DISTRICT,the
irrigation district that executed the foregoing instrument and acknowledged to me that such irrigation
district executed the same.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal,the day and
year in this certificate first aboya"mi 4n.
.•`'GCE SHq�'•••
y�'�ypTARy':� Notary Public for Idaho
...�
Residing at ,Idaho
pUBLXC,h My Commission Expires: 09 Z7
�C
STATE OF IDAHO 1Vo.Z •• •�
•qTP OF ,�P••.
County of Ada ) ''•���nnu'`•�
On this 25th day of October ,2022,before me,the undersigned,a Notary Public in and
for said State,personally appeared Brad Hoaglun and Chris Johnson ,known to me
to be the City Council President and_City Clerk,respectively, of The CITY OF MERIDIAN,the entity
that executed the foregoing instrument and acknowledged to me that such entity executed the same.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal,the day
and year in this certificate first above written.
CHARLENE.WAY Notary Public for Idaho
(;OfWP'rySSM Na 1V3W Residing at Meridian, Idaho
NOTAW PmIC My Commission Expires: 3-28-2028
STATE OF IDAHO
AGREEMENT-Page 3
EXHIBIT A
Legal Description
A right-of-way/easement within the NW 1/4 of Section 33,Township 4 North,Range 1 West,
B.M.,Ada County, Idaho as more particularly described in the description attached hereto as Exhibit A-1
and by this reference incorporated herein.
EXHIBIT B
Location of Property/Drain
See Exhibit C-1 attached hereto.
EXHIBIT C
Special Conditions
a. The location and construction of the pathway shall be in accordance with Exhibit C-1,
attached hereto and by this reference made a part hereof.
b. In the locations referenced herein and where pathway is proposed,the District owns fee
title to a portion of the real property adjacent to the Five Mile Drain. However,to the extent the District
does not own the property in fee,the District's easement along this section of the Five Mile Drain
includes a sufficient area of land to convey irrigation and drainage water,to operate, clean,maintain and
repair the Five Mile Drain,and to access the Ten Mile Drain for said purposes and is a minimum of 100
feet, 50 feet to either side of the centerline.
C. Construction shall be completed one year from the date of this agreement. Time if of the
essence.
AGREEMENT -Page 4
xTrx SEE IRRIGATION 1 \••\ 88
MAINTENANCE T4N, RIM B.M.
— / 4 - 240 I i \\\ + UNION SQUARE AND
87 t` T4N, R1W, B.Mr I CP CORRIDOR PLANS \\
\, :HE�LAND TOWNHOMES LLC NE 4 NE4 SEC.32
I :I%'Z V Z/ JAL PROPEIjTI S,- h�w_�• �Nl f S�C�2 I / / _ � ,. - x x x _
a 'aaK 3: ial�'
— T T
41
—
EXISTING MCDERMOTT ROAD T_ -
SEE MCDERMOTT _��'� - - - _ _ CP 241 T
-�- - ROAD PLANS - - - - - BRIDGE OVER FIVEMILE CREEK- CP 329 s w -
a��>7aN-�2567------77A�------S7A7-'2568'- sa --�5 ----- 2569' ��7a13------T-r, 2570----,i------- 67 ----
N00°32'37"E
I SECTION LINE MCDERMOTT ROAD 2633.68' *' CL MCDERMOTT ROAD
W 1\rn I vv W 614-015A I W dv I W 1 W
614-015A +18.33, +48.84,
FIVEMILE CREEK SIDEWALK 9+50.00 _ _ �,
= MCDERMOTT ROAD 2567+22.69, IG lc - _ --- _ e -� - IC5.00' L 10.78' LT FIVEMILE CREEK SIDEWALK 11+77.31 = n c
Mia 37.26' RT - - -nn1_ MCDERMOTT ROAD 2569+50.00, 35.56' RT
0 OHE n — OHE
N00°06'59"E o o -
// I +50.00, 227.31' r, �� _+46.04, mia mib Mi
12.78' LT // \ / /'' \ �1.20' RT -- - --- -- -- C —- - - --
- / _P1---x---
BEGIN CO;N�TRUCTION T, / BEGIN BRIDGE (' [V / _.._� j- -- -` - --�
A023(408) 1 /STA.10+18.50 SEE / � \ �— —END CONSTRUCTION
/ END BRIDGE �I \I /
/ PEDESTRIAN / // __ -�--
E 2433559.995 0 �7 - A023(408} --- ---
STA 9+85.40, 0.84' LT / (.1 / STA. 10+71.50
� �/� SIDEWALK OVER / I \ / �
N 721991.368 FIVEMILE CREEK / / FIVEMILE CREEK CP 4 `/ STA 11+18.33 / /�/
BRIDGE PLANS SIDEWALK ? j N 722124.288 /
I % / E 2433561.106
o [V FIVEMILE CREEK SIDEWALK Ln � + / /
SECTION LINE / / SEE PEDESTRIAN SIDEWALK OVER
m / / FIVEMILE CREEK BRIDGE PLANS--'--___ w 9O
134 0 / - a BROOKFIELD HOLDINGS
ENDURANCE HOLDINGS, LLC / NAMPA MERIDIAN (HAYDEN II)
`—
/ IRRIGATION DISTRICT 1 20 0 20 40
T4N, R1W, B.M. / I T4N, RM B.M.
SW4 NW4 SEC.33 / I NW4 NW4 SEC.33 Scale: 1" = 40'
ITD-PI a n-08/2 019
—x x x x x x x SEE IRRIGATION I I \..\ ^ $$ 614-015A SIDEWALK
$7 T4N, R1W, B.M I CP 240 MAINTENANCE ti� I T4N, R1W, B.M. 33SY STA 9+85.53,0.84'LT TO
. II A � UNION SQUARE AND
CORRIDOR PLANS \\ STA 10+18.50,0.00'RT
SRC EROP9 I S LP ••• 5V4,NE4 SEC 32 _ _ / / I \, - :HE RTLAND TOWNHOMES LLC NE 4 NE 4 SEC.32 52 SY STA 10+71.50,0.00'RTTO
T�IRR - >t �IRn f / — — I q —1~ 2I ........;TBIi;.......... STA 11+18.33,0.00'RT
Fk —... --- — T — —
I �
—..._... ...—...—
c T _
•
EXISTING MCDERMOTT ROAD _
SEE MCDERMOTT __ -- � _ - - T - T
--
- BRIDGE OVER FIVEMILE CREEK � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
- ROAD PLANS - - _ CP 329 y , - - 241
a 7A =2567----------------7A7�2568'— A --�7 2569'tn e, —77a�a------S7AI---2570"= 7AT�_ - =>sA��------- -
N00o32'37"E
MCDERMOTT ROAD 2633.68' I
SECTION LINE w w w I V MCDERMOTT ROAD
FIVEMILE CREEK SIDEWALK 9+50.00 614-015A 614-o15A +18.33, +48�84, 1 w I w 1 w
= MCDERMOTT ROAD 2567+22.69,-Ic - - -- -� _ 5.00' L 10.78' LT—FIVEMILE CREEK SIDEWALK 11+77.31 = H G
M/a 37.26' RT - - - -M! - o aHE MCDERMOTT ROAD 2569+50.00, 35_ 56RT_ oHE
NOW 6'59"E o 1` o -
// I +50.00, 227.31' M/b M/b M/
1 12.78' LT / +46.04,
--- -
/ �1.20' RT --- ---C —-- -------- -
BEGIN CO,f`STRUCTION—
\ / BEGIN BRIDGE- v � (' _ �•� �- �-` - —/
A023(408) T� 1 /STA.10+18.50 SEE / W \ -�/ E
/ PEDESTRIAN / END BRIDGE ,I \I �— —END CONSTRUCTION /
/ SIDEWALK OVER / STA. 10+71.50 1 - A0230M--------
FIVEMILE -�--
STA 9+85.4
N 721991.368 � � / [V I \ � � - / � ------
E 2433559.995 o CREEK / / rL FIVEMILE CREEK I CP 4 �/ STA 11+18.33
o BRIDGE PLANS / SIDEWALK ^ / N 722124.288
FIVEMILE CREEK SIDEWALK E 2433561.106 /
SECTION LINE rn SEE PEDESTRIAN SIDEWALK OVER
on / FIVEMILE CREEK BRIDGE PLANS) w 90 /
134 O _ BROOKFIELD HOLDINGS
ENDURANCE HOLDINGS, LLC / r / NAMPA MERIDIAN / (HAYDEN II)
IRRIGATION DISTRICT / 20 0 20 40
T4N, R1W, B.M. r / / / T4N, R1W, B.M.
SW4 NW4 SEC.33 / % NW4 NW4 SEC.33 Scale: 1" = 40' NOTES
r
a 1. REFER TO DRAINAGE PLANS FOR
- - - - - - - - - - - N - - - - - DRAINAGE FACILITIES.
0
al N N-Ln
2. REFER TO IRRIGATION PLANS FOR
a
N u1 PROPOSED DITCHES, CANALS, AND
aBE N - - - - OTHER IRRIGATION FACILITIES.
o o ui o -FIVEMILE CREEK BRIDGE
w + L'i+ OVER
3. REFER TO UTILITY PLANS FOR EXISTING
GIN CONSTRUCTION o '� PEDESTRIAN SIDEWALK OV
FIVEMILE PEDESTRIAN UI +
BRIDGE SIDEWALK
IDEWALK 20.00' VC AND PROPOSED UTILITIES.
/ j a PROPOSED
20. GRADE AT 4. ALL DIMENSIONS ARE TO FACE OF
EL. 2524.72 K4 as P D FINISHED CURB OR EDGE OF PAVEMENT UNLESS
0.386/- 5 0000 EVC
NOTED OTHERWISE.
S IST.
o \N b BEGIN BRIDG 1X91 0 5. REFER TO SH-16 MAINLINE REMOVAL
- - - o00o K 3 n
X/ST.
E
N 1 PLANS FOR REMOVALS ALONG
2524 Io to STA. 10+18.50
o ,--_ 2524 MCDERMOTT ROAD THIS SHEET.
N N N END BRIDGE r END
N N o STA. CREEK
ul) E10+71.50 N �N N FIVEMILE
- - - - - ' I � � � ,� M
\ � �. �. CONSTRUCTION
2 o o EL. 2526.01 PEDESTRIAN BRIDGE
°1 rn + \ 60 I M SIDEWALK
s - - - - -'.- - - 1- \ K 6 j o0 0o ELA2524.38. _tea KEY M A P
1 33--- ---- ---
-- - -- U r - - - --- -
L 2520 a I
+ 2520
o cL I'. \ 1 SH-16 1 gH_16
N �
" CL a
a
jI
12„ '
STORM SEWER nmM CDRMOTIRD
I
No N l m I a o
FIVEMILE 14" STORM SEWER n Z
" I
0 2516 CREEKI 2516 z
c �o �55�oNA�
EXISTING GROUND AT
o FIVEMILE CREEK SIDEWALK PROFILE o- GISTERF 'yam
a 9+00 10+00 11+00
REVISIONS DESIGNED PROJECT NO. ROADWAY PLAN SHEET
o SCALES SHOWN IDAHO DAHO ENGL I SH
° NO DATE BY DESCRIPTION B. STARK ARE FOR 11" X 17" SH-16, USTICK RD TO US-20/26
v DESIGN CHECKED COUNTY
PRINTS ONLY TRANSPORTATION RTATI N A
D. WITTHAUS ADA AND CANYON COUNTY ADA & CANYON �� 4�5�22 O
n Q DETAILED CADD FILE NAME DEPARTMENT pO9rAnoNo�QP� A023(408) KEY NUMBER �,9 gtFOF\oP�PJ`'
J. GRAVES 20788 i r D187.a D YOUR Safety-YOUR Mobility-YOUR Economic Opportunity FIVEMILE CREEK SIDEWALK 23408
DRAWING CHECKED DRAWING DATE: ea DAVID EVANS L. Wtl��
n D. WITTHAUS APRIL 2022 Y AAND ASSOCIATES INC. STA. 9+50.00 TO STA. 11+77.31 SHEET 250 OF 762
BEGIN BRIDGE 53'-0" OUT-TO-OUT END BRIDGE HYDRAULIC DATA
50'-0" 1'-6"
FLOOD DISCHARGE H.W. ELEVATION VELOCITY
s
DESIGN (Qso) 1,012 cfs 2524.36 3.78 f
EXISTING McDERMOTT p
ROAD BRIDGE (DWG. 16387) EXISTING GAS BASE (Q 1..) 1,215 cfs 2524.84 4.19 fps
i
(PROTECT IN PLACE) SCOUR (Qso.) 1,897 cfs 2525.15 6.41 fps
(PROTECT IN PLACE)
iG is - - - -ice _ is EXISTING OVERHEAD ELECTRIC
- (PROTECT IN PLACE) iG i iG—
WING 1 - - - - - -WING 3_ . o
o n o
w o � o 0
.o .-, p w '-;
* - CL BRG. ABUT. 1 / OHE nNE CL BRG. ABUT; 2- oHE - - o m ^O' d m - o N r.
EXISTING WING (TYP) if)m z Ln H N mLn
ITF
_ ( (PROTECT IN PLACE) / 00
- —- Ln N w -, J N Ln N z � t~il N
vN n w wtn w mt aw � Ln
N
CL SIDEWALK SURVEY & > _ >
* 1 ^PROFILE GRADE LINE a w _ -_ a w
co o NOOoO 5.000% - - -5.0p0%
6 59 E
' V.C.60.00 _
in
END BRIDGE PROFILE DATA
STA. 10+71.50 N.T.S.
EL. 2526.01
* /I L _ L _j CL BRG. ABUT. 2
CL BRG. ABUT. 1 I TA. 1 +7 12'-0"
STA. 10+20.00 / PROTECTIVE EL. 2526.08 `
BEGIN BRIDGE EL. 2526.08 / FENCE (TYP I 6' 0" 6' 0"
STA. 10+18.50 /WING 2 . �' / / / WING 4 I ~i
EL. 2526.01
FENCE
PROTECTIVE(TYP) 4 SIDEWALK
RUB RAIL z
(TYP.)
DIAGONAL --�
PLAN * TO BE DETERMINED BY PREFABRICATED (TYP.) Z o
1"=10'-0" CONCRETE a ao BRIDGE MANUFACTURER. SHOWN FOR VERTICAL io i DECK
(TYP.)ESTIMATING PURPOSES ONLY. m PROFILE o
GRADE 0% a
f
� I
2540 \6" TOE FLOOR BEAM 'X
CL BRG. ABUT. 1 50'-0" CL BRG. TO CL BRG. CL BRG. ABUT. 2 PLATE (TYP.) , Q
STA. 10+20.00 - STA. 10+70.00
TYPICAL SECTION
PREFABRICATED 3/16"=1'-0"
TRUSS BRIDGE
2530 PROFILE
LL GRADE
-- LINE
z i i
O �
i
j -- ----- ���L F* o �Q1oo EL. 2524.84 ** E* ---
-----------
w ac
w 2520 _ g m ti'IQ50 EL. 2524.36 **
w
w
-____ ___-J_i� EXISTING * SIMPLE SPAN PEDESTRIAN BRIDGE. SEE SPECIAL PROVISIONS.
GROUND ** BRIDGE IS NOT ON THE STATE OF IDAHO HIGHWAY SYSTEM
AND ITD HYDRAULIC CLEARANCE REQUIREMENTS DO NOT
ELEVATION APPLY. WATER SURFACE ELEVATIONS ARE CONTROLLED BY
PRESSURE FLOW CAUSED BY THE McDERMOTT ROAD BRIDGE
2510 ELEVATIONS PROFILE GE
(PROTECTIVE FENCE NOT SHOWN FOR CLARITY) WERE SET SO THAT THE BOTTOM CHORD CLEARS THE Q50 ��g\ EN G/
AND THE LOW CHORD IS SET AT THE Q100 ELEVATION. ��Q V�GENS�c�
REVISIONS DESGNED SCALES
SHOWN
X
NO. DATE BY DESCRIPTION DAVIS ARE FOR 11" 17" IDAHO oano ENGL 1 SH SITUATION AND LAYOUT BRIDGE PLANS 1 §V3
DESIGN CHECKED * *
K. FOX PRINTS ONLY TRANSPORTATION= '
CADD FILE NAME y BRIDGE KEY NO.
DETAILED s �� PROJECT NO. 53 PREFABRICATED STEEL TRUSS BRIDGE s 11/19/zozlo
D. FOSTER DEPARTMENT p��rATONOFQP PEDESTRIAN SIDEWALK OVER FIVEMILE CREEK COUNTY KEY NO. T9T P'Z
DWG. CHECKED 20788 brpd D101.dgn OF
YOUR Safet +YOUR Mobilit +YOUR Economic O ortunit STA. 10+45.00 ADA 23408 Q
CORREOCTIONS DRAWING DATE: DAVID EVANS A023(408) BRIDGE DWG. NO. SHEET S. KERP
NOVEMBER 2021 O AND ASSOCIATES INC. 1 OF 9
I •87 N.RIW B M SEEIRR7GATYtlPt' ., 5 88
COP MAINTENANCE T4N,R1W,B.M.
...... E4 SEC,32 f { �!E 4D TOW NOMES NE E4 SEC.3
Div e- t JRC gROPE� LP•• L SE,4 N _ Y. L��.-+ 2'—
..__L ^•'r=r�'a• ��:.�'=P.:
.. �.� EXISTING MCDERMOTT R � .�� _ _ _
SEE MCDERMOTT BRIDGE OVER FNEMILE CR -'= "• - - - r 241
L ROAD PLANS CP
-- s� --2567------7s�------7�,G- SS"' � ••^,�----- '2554"�„'..�: Ocs --c 7sr1F=2570-374------75•w -----
k06.32'37'E
SECTION LINE MCDERMOTT ROAD z637.66 fL MCDERMOTT ROAD
FIVEMILE CREEK SIDEWALK 9+50.00 l 614'trlsll, - - c8 33;:,
--10• FIVEMILE CREEK SIDEWALK 11+77.31= -
76'LT
MCDERMOTT ROAD 2569+50.00,3S.56'RT
12 LT
GIN CQN`!§FRUCTI.ON *-`.. /BEGIN
5 R5�E�5a0,D.Ea•1S ( `L fl.3 PEDESTRIAN s `FAO.tA 715c `END CONSiRUCRON
N T23993.366 \�J SLDEWALK DVER r / �T A023(40B) - _ --
fNEMllE CREEK .: �.: FNEMILE CREEK CP 4-+' 4 r STA I1�FI8.33 i
E 2433559,995 m
BRIDGE?CANS ( k �..1 N 772174.28E
Ie { SP4YEMILS C3.tEg3G 610EWALIC '� E;433563,106
`-SECTION LINE F.
�( y: FMBLPEEK BRIDGEALk�. 5
'BROOKKELD HOLDINGS '�-
a ENDURANCE HOLDINGS,LLC .Five Mile Pedestrian t'FAMPA33�D�1I INAYDEN V)
'•r; tR✓$h71fVN iJtS'f.RlCT 2L7 B 20 40
f931,it]f/J.9,M. Bddge T",Rlwl piw
D SW4 NW4 SEC.33 I '. NW4'NW4 SEC.33 5calp• 1-R.4
to
Five Mile Pedestrian Bridge and Pathway Map
N
Private property Existing pathway
NMID property Pathway to be
constructed with
® New pathway on project
permanent easement
for pathway private
property
New pathway on NMID
property
rlD.Nao-afnxlc
SEE IRRIGATION i -1' N+OfU sIGEWAIR
x87 T4N R1W,R M C�24D f MARrrERANCE^ ' 88
';] JRL gROPE�TI S LP •I SE NE45F,[32 I II 1 ;; T4N R1W,R.M. 11 sY eie�aN�sDR aaLnr
I 4 ' 'CORRIOGR PLANS UNION SOUARE AND
I -� E�RT-UND TOW�IMOMES NE NE4 5EC.3�
]RN �.- srAfa]I_sa G.ar pr]o
�• i .. l .'3T,1 .._ } \ _. aNC�... w[ ,. _ 9TAII.— -IFT
--'SEE MCOERM0T7 U E%ISTING MCOERMO - - �
I ROAD PLANS - ""-BRIDGE OVER FNEMILE IX- - !-- - - -- -
Mn—__•f. ,.,. 25fi7�-=:�5s__-__- 66? A � -"- 'SSa;--Q570",3�F..—:[P 2a1 _
t r 1 ,7rn_—.__,_
SECTION LINE ROAD ? + .tt' i f.._..._._-_il.� ...,p—..... MCDERMOTT ROAD
DERMOTT
FNEMILE CREEK SIDEWALK 9+50.00
MCOE ROAD NK53]+26 FIT +s- - T K B LT-FNEFIILE CREEK SIDEWALK 11+77,31 T"'W _-
-� -. ._... - MCDERMOTT ROAD 2569+50.00,35 46 RT '""_ '
N00 Gb'S9'E 'LII'
.,..00. -
I ! 12,71'LTT—
` L ...
�EGIN CONSTRUCTION T� /BEGIN BRIOG _
A02314081 TA.I..11.50 SEE - 1
STA 9+85.A0,0.94'IT / PEDESTRIAN END BRIOOE V —END CONSTRUCTION r�I]
N 721991.368 \� FIVE
TILE PUNS I L DEWALK AI ___-_-
SIDEWALK OVER CJ I STA.20+71.50 �T
E 2433559.995 g EEK ( G FNEMILE CREEK t CP 4 1/`� STA 11.26,33 1r /V
1 SI 11 N 722124.2Ba 1 I\ FNEMILE OR SIDEWALX E 2133561.1a ?
`-SECTION LINE + 1 / 1 SEE PEDESTRIAN SIDEWALK R
i 134 FNEMILE CREEK BRIDGE - g0
`--Iv BROOKFIELD HOLOINGS
I ENDURANCE HOLOINGS,LLC ConSirUO(IOnINUntenan CO I7 NAMPA MERIDIAN / (HAYDEN 11) A a$ '—
X area for Pedestrian Bridge. ? IRRIGATION DISTRICT Distr(ct)Property 20 a 20 40
T4N,R1W,B.M. P I'1Y T4N,R1W,B.M.
3 I SW4 NW4 SEC.33 ? F ( NMID
a: [[ 1 1� I ( NW4 NW4 SEC.33 Scale: 1'=40'
1..4 R F 1 ER TO DRAINAGE PUNS FOR
^ } .. DRAINAGE FACIUMES.
......,
2. REFER TO IRRIGATION AUNS FOR
DITCHES.
ry PROPOSED CANALS.AND
...........
OTHER IRRIGATIONATION fACILlfIES.
3 o PEDESTRIAN SIDEWALK OVER
BEGIN CONSTRUCTION
FNEMILE PEDESTRIAN FNEMILE CREEK BRIDGEU 3. REFER TO UTILITY PLANS FOR EXISTING
v„
� BRIDGE SIDEWALK + � �C + AND PROPOSED UTILITIES.
9+85.40 20.00'VC U > PROPOSED FINISHED GRADE AT rL• 4. ALL DIMENSIONS ARE To FACE OF
EL 2524.72' K4 p00°?'a _70.00-V[ _ I NqB OR EDGE OF PAVEMENT UNlE55
0.3863E 5- o K3 EAFST. E](I$T• NOTED OTHERWISE.
2524 IQ N BEGIN BRIDGE J.204%_1.9�U91 i REFER TO SH-IS MAINLINE REMOVAL
O "' STA.lO+iB.50 _ - _ _ _ _ _ _ 2524 PLANS FOR REMOVALS ALONG
EL 2526.01' N MCDERMOTT ROAD THIS SHEET.
n END BRIDGE END CONSTRUCnON
o STA.10+71.50 FNEMILE CREEK
o EL a 2526.01' PEDESTRIAN BRIDGE I m ,� SIDEWALK
+ + I- 1 60.001vC n STA.11+18.33 KEY M AP
2520 U
1 K 6 1 + g m EL 2S24.31'
2520
`s1 � `1 \
' I `12-STORM SEWER wml4 ) f
5 {`
2516 _ FlVEMIL
C EWE `14•STORM SEWER S 2516 $
I I EXISTING GROUND AT 4 B
FNEMILE CREEK SIDEWALK Q PROFILE
IS
I + O
0+00 11+00Lr 0
REVISIONS I DESIGNED I SGLEs SHOWN IDAHO PROJECT NO. ROADWAY PLAN SHEET ENGL I SH n
N DATE BY DESCRIPTION B. ARK ARE FOq Il'X]]•
DESIGN CHECKED ppINTS ONLY TRANSPORTATION SH-lfi,USTICK RD TO US-20/2fi COUNTY
5
{{ ADA AND CANYON COUNTY
DETAILED A u00 HLE NAME DEPARTMENT A023(408) KEY NUNBER
1.cRAv6s r ] fNEM1LE CREEK SIDEWALK 'P`/�OFO pJ
DRAWING CXECItEO DRAVONG GATE: DAYID lYANB Q ���a�'(�
L AP 2022 sum�ua A8s OD1ATEt a... STA.9+50.00 TO STA.11+77.31 SHEET 250 OF]a3 �•••"
BEGIN BRIDGE 5310.OUT-TO-OUT END BRIDGE HYDRAULIC DATA
1 Fl000 Mc`•NARf.P X.W.ELEVATION 1[Fyocm
E%(STING MCDERMO7 1 DESIGN(0sc) 1,022 cfs 2524.36 3.7B/ps
1 ROAD BRIDGE (DWG.1638T • E%(STING GAS BASE (O 1p.j 1.215 cfs 2524.84 4.19 Ip5
(PROTECT IN PLACE] r (PROTECT IN PUCE) SCOUR(0 1 1,697 cfs 2525.15 6.41 fps
_I EXISTING OVERHEAD ELECTRIC
(PRDTEGT IN PLACE) p -
WING 1.
i E%(STING WING fTYPI n o A'- (PROTECT IN PLACE) -
N
' I � -T _ wrnw » wrilw Fry
SIDEWALK SURVEY 1, ja
4 4I N00.06'S9"E 5.00_00%6
y 1 PROFILE DATA
• L•_ 1 ( EI,252fi 01.50 N.T.S.
• s_I _'+ 1 ..• _ Q,BRG.ABUT.2
,�•, ' I BRG.ABUT.1 1 / +
`P TECTI EL 2526.08 ]2'-0•
BEGIN BRIDGE ' DELI.2526.08 I W / F NCE 6'•0' fi'-0•
x EL 2526.01 WIN ¢ WING 4
A(�Pl
/ RUB RAIL(TYP.) ?
PLAN TO BE DETERMINED BY PREFABRICATED -
BRIDGE MANUFACNflER.SHOWN FOR CONCRETE ZESTIMATING PURPOSES ONLY, Z.
PROFILE DECK
GRADE �^
(D
to 2540 fi•TOE
BRG.ABUT.1 50'•0.4.BRG.TO BRG. BRG.ABUT.2 FL R EAM
T + PLATE I7YP.1
PREFABRIGTED TYPICAL SECTION ^Y
TRUSS BRIDGE 4i��I'-0'
2530 PR F
ri GRADE
2 UNE
O
i
a eF
T------ EL 2524.84"• ___ __________.E•2520 g m EL 2524.36'• '
w
w .
\� EXISTIN •SIMPLE SPAN PEDESTRIAN BRIDGE.SEE SPECIAL PROVISIONS.
GROUND •'BRIDGE IS NOT ON THE STATE OF IDAHO HIGHWAY SYSTEM
AND ITD HYDRAULIC CLEARANCE REQUIREMENTS DO NOT
ELEVATION APPLY,WATER SURFACE ELEVATIONS ARE CONTROLLED BY
2510 1•-30'-0' PRESSURE FLOW CAUSED BY THE NCDERMOTT ROAD BRIDGE
(PROTECTIVE FENCE NOT SHOWN FOR CLARITY) DOWNSTREAM.THE ELEVATIONS AND PROFILE OF THIS BRIDGE \ONAL FN
WERE SET SO THAT THE BOTTOM CHORD CLEARS THE 050 F� EN
AND THE LOW CHORD IS SET AT THE 0100 ELEVATION. Fp 'YF
REVISIONS sulEs sxOwN IDAHO ENGLISH SITUATION AND LAYOUT BRIDGE PLANS
0 OAT RY D DRIPIIDN K FN H K ARE FOR 11•X 11• A§93
PRINH E TRANSPORTATIONe de BRIDGE KEY NO. 1
.Fo R CADD FILE NAME DEPARTMENT 4A; PROJECT NO. 53'PREFABRICATED STEEL TRUSS BRIDGE u'11/19/2021
Ax ""'-°°"""" ,a,,,,,,,•�„ ,„•,��,w,•� •b m' PEDESTRIAN SIDEWALKSTA OVER IVEMILE CREEK
ATEB courmoA 23408 CO�q OF 1Or'GP
R N DRAWING DATE: p DAVID EVANB A023(40B) •4
BRIDGE DWG.N0.SHEET �)' (>l0•
NOVEMBE0.2021 o�v�.o ABB OCI INo. Is.-