Easement - License Agreement-Lanewood / Beacon Light Road - 1/17/2020 ADA COUNTY RECORDER Phil McGrane 2020.022733
BOISE IDAHO Pgs=11 CHE FOWLER 02/26/2020 08:35 AM
SAWTOOTH LAW OFFICE AMOUNT:$40.00
1111111 111111 111111111111111 11111 1111111111111III
00745379202000227330110116
LICENSE AGREEMENT
LICENSE AGREEMENT,made and entered into this /7 /4 day of i.}-eir2&e i, 2020,by and
among NEW DRY CREEK DITCH COMPANY,LTD.,a ditch company organized pursuant to Title 42 of
the Idaho Code,hereinafter referred to as the "Ditch Company",and
CITY OF EAGLE,
whose address is:P.O.Box 1520,Eagle, ID 83616,
hereinafter referred to as the "Licensee",
WITNESSETH:
WHEREAS, the Ditch Company owns the irrigation ditch or canal known as the DRY CREEK
CANAL(hereinafter referred to as"ditch or canal"),an integral part of the irrigation works and system of
the Ditch Company, together with the easement therefor to convey irrigation water, to operate, clean,
maintain, and repair the ditch or canal, and to access the ditch or canal for those purposes; and,
WHEREAS,the Ditch Company operates,cleans,maintains,repairs and protects the ditch or canal
for the benefit of Ditch Company shareholders;and,
WHEREAS, the Licensee is the owner of real property/right of way for underground water lines
within the road right-of-way for W.Beacon Light Road and N.Lanewood Road that is servient to the Ditch
Company's ditch or canal and easement,and is particularly described in the"Legal Description"and/or deed
attached hereto as Exhibit A and by this reference made a part hereof;and,
WHEREAS,the ditch or canal crosses and intersects the real property/right of way for said water
lines described in Exhibit A as shown on Exhibit B,attached hereto and by this reference made a part hereof;
and,
WHEREAS, the Licensee desires a license to cross, encroach upon or modify said ditch or canal
and/or the Ditch Company's easement under the terms and conditions of this License Agreement;
NOW,THEREFORE,for and in consideration of the premises and of the covenants,agreements and
conditions hereinafter set forth,the parties agree as follows:
A. Acknowledgment of the Ditch Company's Easement.
1. Licensee acknowledges that the Ditch Company's easement for the Dry Creek Canal includes
a sufficient area of land to convey irrigation water,to operate,clean,maintain and repair the ditch or canal,
and to access the ditch or canal for said purposes,and is a minimum of 70 feet,35 feet on either side of the
centerline of the ditch or canal or 25 feet from the top of bank on each side of the ditch or canal,whichever
is greater.
License Agreement-Page 1
B. Scope of License
1. The Licensee shall have the right to modify the ditch or canal or encroach upon the Ditch
Company's easement along the ditch or canal in the manner described in the "Purpose of License"attached
hereto as Exhibit C and by this reference made a part hereof.
2. Any crossing, encroachment upon or modification of the ditch or canal and/or the Ditch
Company's easement shall be performed and maintained in accordance with the"Special Conditions"stated
in Exhibit D, attached hereto and by this reference made a part hereof. Any difference or discrepancy
between the items listed in Exhibit C, "Purpose of License," and any plans or drawings referenced in or
attached to Exhibit D shall be resolved in favor of Exhibit C. Licensee shall only be permitted to cross,
encroach upon or modify the ditch or canal and/or the Ditch Company's easement as described in Exhibit
C even if any plans or drawings referenced or attached to Exhibit D provide or show otherwise.
3. This License Agreement pertains only to the Licensee's crossing, discharge into,
encroachment upon or modification of the ditch or canal and/or the Ditch Company's easement for the
purposes and in the manner described herein. The Licensee shall not excavate, discharge, place any
structures,nor plant any trees, shrubs or landscaping within the Ditch Company's easement,nor perform
any construction or activity within the Ditch Company's easement for the ditch or canal except as referred
to in this License Agreement without the prior written consent of the Ditch Company.
4. The Licensee recognizes and acknowledges that the license granted this License Agreement
pertains only to the rights of the Ditch Company as owner of an easement. The Ditch Company has no right
or power to create rights in the Licensee affecting the holder of title to the property subject to the Ditch
Company's easement. Any such rights affecting fee title must be acquired by the Licensee from the holder
of title to the property. Should Licensee fail to obtain such rights from the holder of title to the property or
should the rights obtained prove legally ineffectual,Licensee shall,to the extent permitted by law,including
but not limited to the Idaho Tort Claims Act,hold harmless,indemnify and defend the Ditch Company from
any claim by any party arising out of or related to such failure of rights and at the option of the Ditch
Company this License Agreement shall be of no force and effect.
C. Facility Construction,Operation,Maintenance and Repair
1. Licensee agrees that the work performed and the materials used in any construction permitted
by this License Agreement, excepting emergency repairs, shall at all times be subject to inspection by the
Ditch Company and the Ditch Company's engineers,and that final acceptance of the such work shall not be
made until all such work and materials shall have been expressly approved by the Ditch Company. Such
approval by the Ditch Company shall not be unreasonably withheld.
2. Each facility ("facility" as used in this License Agreement means any object or thing
installed by the Licensee on,over or in the vicinity of the Ditch Company's easement)shall be constructed,
installed, operated, maintained, and repaired at all times by the Licensee at the cost and expense of the
Licensee.
3. Licensee agrees to construct,install,operate,maintain and repair each facility and conduct
its activities within or affecting the Ditch Company's easement so as not to constitute or cause:
a. a hazard to any person or property;
b. an interruption or interference with the flow of irrigation water in the ditch or canal
License Agreement-Page 2
or the Ditch Company's delivery of irrigation water;
c. an increase in seepage or any other increase in the loss of water from the ditch;
d. the subsidence of soil within or adjacent to the easement;
e. an interference with the Ditch Company's use of its easement to access, operate,
clean,maintain, and repair the ditch or canal; or
f. any other damage to the Ditch Company's easement and irrigation works.
4. The Licensee agrees,to the extent permitted by law,including but not limited to the Idaho
Tort Claims Act,to indemnify,hold harmless,and defend the Ditch Company from all claims for damages
arising out of any of the Licensee's construction or activity which constitutes or causes any of the
circumstances enumerated in the preceding paragraph,3.a.through 3.f.,or any other damage to the easement
and irrigation works which may be caused by the construction,installation,operation,maintenance,repair,
and any use or condition of any facility.
5. The Licensee shall,upon demand of the Ditch Company,remove any facility or repair any
alteration of the Ditch Company's easement which interferes with the Ditch Company's operation and
maintenance of the ditch or drain, or causes or contributes to any of the circumstances enumerated in the
preceding paragraph,3.a.through 3.f.,or any other damage to the easement and irrigation works. The Ditch
Company shall give reasonable notice to the Licensee,and shall allow the Licensee a reasonable period of
time to perform such maintenance, repair, and other work, except that in cases of emergency the Ditch
Company shall attempt to give such notice as is reasonable under the circumstances. The Ditch Company
reserves the right to perform any and all work which the Licensee fails or refuses to perform within a
reasonable period of time after demand by the Ditch Company. The Licensee agrees to pay to the Ditch
Company, on demand, the costs which shall be reasonably expended by the Ditch Company for such
purposes. Nothing in this paragraph shall create or support any claim of any kind by the Licensee or any
third party against the Ditch Company for failure to exercise the options stated in this paragraph, and the
Licensee shall indemnify,hold harmless and defend the Ditch Company from any claims made against the
Ditch Company arising out of or relating to the terms of this paragraph,except for claims arising solely out
of the negligence or fault of the Ditch Company.
D. Ditch Company's Rights Are Paramount
1. The Licensee understands and agrees that the ditch or canal is a manmade channel that was
constructed and is used and maintained by the Ditch Company for the exclusive purpose of conveying
irrigation or drainage water to lands within the Ditch Company. As such,Licensee further acknowledges
and agrees that the ditch or canal does not constitute a natural or navigable watercourse or stream.
2. The parties hereto understand and agree that the Ditch Company has no right in any respect
to impair the uses and purposes of the irrigation or drainage works and system of the Ditch Company by this
License Agreement,nor to grant any rights in its irrigation works and system incompatible with the uses to
which such irrigation works and system are devoted and dedicated and that this contract shall be at all times
construed according to such principles.
3. Nothing herein contained shall be construed to impair the ditch or canal or the Ditch
Company's easement,and all construction and use of the Ditch Company's easement by the Licensee and
the license herein provided therefor shall remain inferior and subservient to the rights of the Ditch Company
to the use of the ditch or canal for the transmission and delivery of irrigation or drainage water.
License Agreement-Page 3
4. The Licensee agrees that the Ditch Company shall not be liable for any damages which shall
occur to any facility in the reasonable exercise of the rights of the Ditch Company in the course of
performance of maintenance or repair of the ditch or canal. The Licensee further agrees to suspend its use
of the said easement areas when the use of the easement areas is required by the Ditch Company for
maintenance or repair under this or any other paragraph of this License Agreement.
5. In the event of the failure,refusal or neglect of the Licensee to comply with all of the terms
and conditions of this License Agreement within thirty(30)days after written notice of such non-compliance
from the Ditch Company,the license of the Licensee under the terms hereof may be terminated by the Ditch
Company,and any facility,structure,plant,or any other improvement in or over the drain or ditch,and the
right of way therefor,which may impede or restrict the maintenance and operation of such ditch by the Ditch
Company with its equipment for the maintenance of the ditch shall be promptly removed by the Licensee
upon demand/request of the Ditch Company.
E. Applicable Law and Jurisdiction Unaffected.
1. Neither the terms of this License Agreement,the permission granted by the Ditch Company
to the Licensee, the Licensee's activity which is the subject of this License Agreement, nor the parties
exercise of any rights or performance of any obligations of this License Agreement, shall be construed or
asserted to extend the application of any statute, rule, regulation, directive or other requirement, or the
jurisdiction of any federal, state,or other agency or official to the Ditch Company's ownership, operation,
and maintenance of its canals, drains, irrigation works and facilities which did not apply to the Ditch
Company's operations and activities prior to and without execution of this License Agreement.
2. In the event the Ditch Company is required to comply with any such requirements or is
subject to the jurisdiction of any such agency as a result of execution of this License Agreement or the
Licensee's activity authorized hereunder,Licensee shall,to the extent permitted by law,including but not
limited to the Idaho Tort Claims Act,indemnify,hold harmless and defend the Ditch Company from all costs
and liabilities associated with the application of such laws or the assertion of such jurisdiction or, at the
option of the Ditch Company,this License Agreement shall be of no force and effect and the Licensee shall
cease all activity and remove any facility authorized by this License Agreement.
F. Indemnification
1. In addition to all other indemnification provisions herein, Licensee further agrees,to the
extent permitted by law,including but not limited to the Idaho Tort Claims Act,to indemnify,hold harmless
and defend the Ditch Company from any injury, damages, claim, lien, cost and/or expense (including
reasonable attorney's fees)incurred by,or asserted against,the Ditch Company by reason of the negligent
acts or omissions of Licensee or its agents,contractors or subcontractors in performing the construction and
activities authorized by this License Agreement.
G. Fees and Costs
1. The Licensee agrees to pay attorney fees and engineering fees charged by the attorney for
the Ditch Company or by the engineers for the Ditch Company in connection with the negotiation and
preparation of this License Agreement. Licensee also agrees to pay any recording fees charged in connection
with the recording of this Agreement.
License Agreement-Page 4
2. Should either party incur costs or attorney fees in connection with efforts to enforce the
provisions of this License Agreement,whether by institution of suit or not,the party rightfully enforcing or
rightfully resisting enforcement of the provisions of this License Agreement,or the prevailing party in case
suit is instituted,shall be entitled to reimbursement for its costs and reasonable attorney fees from the other
party.
H. Miscellaneous
1. No Claims Created. Nothing in this License Agreement shall create or support a claim of
estoppel, waiver, prescription or adverse possession by the Licensee or any third party against the Ditch
Company.
2. Assignment. Neither this License Agreement nor any agreement entered pursuant to this
License Agreement may be assigned or transferred without the prior written approval of the Parties,which
approval shall not be unreasonably withheld.
3. Amendment and Modification. Any amendment or modification of this License Agreement
must be in writing and signed by all parties to be enforceable.
4. Interpreted. This License Agreement shall be interpreted and enforced in accordance with
the laws of the State of Idaho. This License Agreement is not intended for the benefit of any third party and
is not enforceable by any third party. If any provision of this License Agreement is determined by a court
of competent jurisdiction to be invalid or otherwise unenforceable,all remaining provisions of this License
Agreement shall remain in full force and effect. The parties represent and warrant to each other that they
each have authority to enter this License Agreement. The catchlines or section headings herein set forth are
provided only for the convenience of the parties in locating various provisions of this License Agreement,
and are not intended to be aids in interpretation of any provision of this License Agreement with respect to
which the parties might disagree at some future time,and shall not be considered in any way in interpreting
or construing any provision of the License Agreement.
5. Binding Effect. The covenants,conditions and agreements herein contained shall constitute
covenants to run with, and running with real property of the Licensee described in 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.
6. Notices. Any and all notices, demands, consents and approvals required pursuant to this
License Agreement shall be delivered to the parties as follows:
New Dry Creek Ditch Company See page 1 for Licensee
Attn: Kari Rosti
1460 N.Pollard Lane
Star,ID 83669
Notices shall be deemed to have been delivered upon hand deposit in the United States mail as
provided above.
7. Counterparts. This License Agreement may be executed and delivered in counterparts,each
License Agreement-Page 5
of which shall be deemed to be an original and all of which shall constitute one and the same instrument.
IN WITNESS WHEREOF,the Ditch Company has hereunto caused its name to be subscribed by
its officers first hereunto and the Licensee has caused its name to be subscribed by its duly authorized officer,
all as of the day and year herein first above written.
NEW DRY CREEK DITCH COMPANY,LTD.
By /9.67% ___Q-(1461
Its President
ATTEST:
1144iLl
r
Its/
ts ice-`President
STATE OF IDAHO )
,.,
p � ) ss:
taitjCounty of )
On this 17 day of F.28 Mot ry,2020,before me,the undersigned, a Notary Public in
and for said State,personally appeared Ron See)lq eek and fl r-// 571-1 b ,i-p ,known to me to be
the President and Vice-President,respectively,of NEW DRY CREEK DITCH COMPANY,LTD.,the ditch
company that executed the foregoing instrument and acknowledged to me that such ditch company 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.
KARI ROSTI
COMM NO.40162
NOTARY PUBLIC '
Not Public for Idaho
STATE OF IDAHO Residing at ,Idaho
MY COMMISSION EXPIRES:JUNE 06,2021 '
My Commission Expires: Qu, 6, RDA/
License Agreement-Page 6
CITY OF EAGLE,
-Fa5 9r P.` re-—
yV1Okcior"
ATTEST:
.____Ik\
r,L q— IA1
STATE OF IDAHO )
: ss.
County of 6A )
On this V1 day of� d0.ri-i,WO,before me,the undersigned Notary Public in and for
said Sta e,personally appeared ---SIa... .) %sZ t'C. and --31rc�/1 N;
- o v to me to
be the O-�O f' and C,*-�C k ,respectively,ofthe CITY flEAGLE,the entity
that executed the foregoing instrument and acknowledged to me that said 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.
l
KELLtE REKOW 1
COMMISSION#17014 Notary blic for "�G'ta- -,-NOTARY PUBLIC
Residing at L.� , -, ,.
- MY COM TSTATE OF I RFS `'�, -,, My Commission Expires: \-' -R.\
License Agreement-Page 7
EXHIBIT A
Legal Description
A right-of-way for underground water lines located the road rights-of-way for W.Beacon Light Road
and N. Lanewood Road in Section 2, Township 4 North,Range 1 West(N. Lanewood Road) and Section
35, Township 5 North,Range 1 West(W.Beacon Light Road),B.M.,Ada County,Idaho.
EXHIBIT B
Crossing Locations
See Exhibit D-1 attached hereto.
EXHIBIT C
Purpose of License
The purpose of this License Agreement is to permit Licensee to:
1. construct,install,operate and maintain a 16-inch water main within the road right-of-way
for N. Lanewood Road across and under the Dry Creek Canal and within the Ditch
Company's easement where the Dry Creek Canal crosses N.Lanewood Road;and
2. construct,install,operate and maintain a 12-inch water main within the road right-of-way
for W. Beacon Light Road across and under the Dry Creek Canal and within the Ditch
Company's easement where the Dry Creek Canal crosses W.Beacon Light Road,
all within Licensee's rights-of-way described in Exhibit A, and depicted in Exhibit D-1, in Eagle, Ada
County, Idaho. No other construction or activity is permitted within or affecting the ditch or the Ditch
Company's easement.
EXHIBIT D
Special Conditions
a. The construction described in Exhibit C shall be in performed in accordance with certain
plans consisting of three(3)sheets attached hereto as Exhibit D-1 and by this reference incorporated herein.
b. Licensee shall notify the Ditch Company prior to and immediately after construction so that
the Ditch Company or the Ditch Company's engineers may inspect and approve the construction.
c. Construction of the water lines authorized by this License Agreement shall be completed by
April 1,2020. Time is of the essence.
License Agreement-Page 8
-
���
a SHEET NOTES:
V 1-1 I (201.4.1.8.1) CLEARING&GRUBBING I la y
. , • 9 •• gI i, 1 LS.STA.9+00 TO STA 12+20. pi Rey z
Kle,
1 1r Gep+ C307.4.1.D.7) TWE'C"SURFACE !0401.4.1.9.1RESTORARON(GRAVEL = Pis4024.1.A.1 NIROADWAY) h1 I I36 LF,STA.9+00,9+35.24. lill 0 1-1 g c41= .I I , 157 LF,STA.10+63.51, STA.12+20 S 6 wSEE DETAIL $gI n 3/03.01JI 307.4.1.D.1 I �J07.4.1.C.1�TWE'P'SURFACE >2S-
Iv 10+.. , ®—R/W _Rr _Q R / IN R W RESTORATION(ASPHALT W >2-m _ 10+00 �[ �f— ■ R/W 2't FROM EP j`•'- / 20 LF STA. TO !13 - ---
�� ._. _ 11 - .:--_ _ I'". 4.
T T -:: ...IIII r 12''W • ,. .-'1�L.�E!` - •_ .- V STA.9 m _..
OHP—_T; •+Od' • . T. MATCH UNE r +00 -[g�r� 64 LF,STA.1:000+:0060:7501 V=
—_i6"W_ •P .. STA.10+00 EP - '::, 12_•W —I 12••4y--/-12•ryryuu •-•-1 00• N
z EP 17�p ,:r....:411111� EP EPEP 2+ 'W STA. <o
Ed-«�EP `J l�•L.. ..I Vnr—
TEL. EP — EP —��•
PED. ij �401.4.1.A.1)WATER MAIN PIPE z'
'AGE) LANEWOOD I
— -�I Ir — 16-PVCvow.,AND ME wombinnox WNW.NEllaN
<I f BEACON LIGHT e -
J < 36 LF,STA.9+00,STA 9+35.24. '»
1 cg — ----v-o --.0 IT aOM =- 20 LF,STA.9+60.64,STA.10+00.
—EP —EP EP---- -TTPI-- EP -� � —T09 T09—�— P —� �c'f FP n i 4,
& v � a —caN a— T�—ioa—Toe�- x— 12'PVC
r 220 LF,STA.10+00.STA.12+20.
0 R/W R/W r I •' G , 1 aRL_a —P R W FE —DRY CREEK CANAL t -101_ a -Tt »� ..."..A-o �a
II-� 1. )I rtoh. —PE (401.4.1.6.1 WATER MAIN FlTTING
P I] '� �,3 Tao— .-- __ ._..—.... .- -__ ^ yN
We —TOP 1 161%EA.0'TEE
=tr W I 1 EA.STA.10+00.
D 'I l'
16'012'REDUCER
- N;
Q, 1 EA.STA.10+00. I-
>S g F aR .�'� c 12'%6-TEE
�1 Z I 1 •AT I ' i I RETAIN AND PROTECT 1 EA.STA.10+59 of
r
1.:1,1]
f I• F' I BRASS CAP MONUMENT (402.4.1.A.1)WATER VALVE J
16-GATE VALVE z
Ia-7 o a I I 2 EA.STA.10+00.
15 I.i I 4 t o u I 12'GATE VALVE O
S ± S 1 EA.STA.10+62.42. V H
�I �� :3 I 3 •
(403.4.1.A.1)HYDRANT Q WIV
m (j
PLAN VIEW-WATER MAIN (1 PLAN VIEW-WATER MAIN 20,L- 0�20' 4o W m
1 EA.STA.10+59.COORDINATE CO pQ 0,sf ........ LOCATION WI1H O
CITY
o
(1103.4.1.A.1)CONSTRUCTION TRAFFiC aT0
CONTROL O Q O LU e'73
/ 1 LS.STA.9+00 TO STA 12+20 O 1~j a LL Q
2570 "'_570 2571:• _- --- ----- E TING GRADE I 2570120b 0.4.1.A.�MOBIU2A710N W II.I 7 W
o EXISTING GRADE I TA 9+00 TO STA 12+20
ta
I
u L__ STA: 9+58.2 i___�____'__• _ . oI ---'___j XIS 1 1 L5,5 Z I- U.
Q 'I'•)
`- : -- MAIN I (SP-2) CANAL CROSSING 5 0 W A
•
c CULVERT CROSSINCJT - - c oN.
____,__.+�._ EL 2556.26 F-.__-_. ��_�__A i N.__.____ 1 EA.STA.9+57.40 V V Y •�
--•- I -__-f---_O @ OF WATERMAIN-.- - --- ----- I O¢OF WATER . . 1 L 4---- SEE DETAIL 1/03.02 PROJECT NO.: EG19-00590
INEN LA.' 1
r f 905 T m 12-IN -IF.__f____ -3
2560 _1 =L-- ._-:- 16-INC- 2560 2550 h ---.' 'A 2560 AIR RELEASE VALVE DESIGNED BY: T.T.DAVIS �i
•
~-z ® j 0900 4W ' 1 EA STA 9+33.24
DRAWN BY: M.PARER W
.___.__ - - _—
I E
a
--------..--7' I- -L----' _F__ _____ ____,___ ____.. OC BY A GEHR f
4' 16-1N 0905
` I
H
�I KE
r-D'FROM -- �-r I KEYNOTES: o-- CONAL
BOTTOM OF ;. , ss _- - N
2550 • - FOOTING(MIN.) 1 2550 2550 `_ - 2550 O - G
___�___�____ I AND GRUBBING BID ITEM
2 PRUNE TREES SEE CLEARING
O� ASTER'
T .._-__I_____.PIPE CASING ___, _ _ ___,_._ __ } } O `
'
I ?
3 COORDINATE WITH IDAHO
O •
.__.a _ 8823
pp qq
$ 30'PIPE 1 �� }---J POWER FOR SUPPORT OF H02J
1 0 XE T N WATER MAIN j _ 0XI POLES. V
s I]7 SONG ELEVAnoN (p):1-2-2020,e/
y R N N N N N N N 2540 2540 N N N N N .'1 WATER N NI
N Q WITH CitLE CTC FIBER.VERIFY '. QP
1 2540 f MATIN ---- WITH CTC.(208-257-3314) .1/C E OF 1 y\5
j.
a � � �� +w�I �� �� �� 10+00 lo'xo heo I M i h i 11+�JL I iI i kI 1 LO�I 0 NI g 1 �o 1 i1i I11 ill 1I APPROVED S 40 EL__-0�
IJ._
1 CITY WATER ONLY PLAN AND PROFILE
s1 CITY OF EA WATER D A MENT
SEI WATER MAIN
€a PROFILE VIEW-STA.9+00 TO 12+20 20'—`L8— i DATEO`VAL gam} C2.03
-.3; ` ./<-4A SHEET 6 0E10
•
SHEET NOTES:(SCHEDULE A) Iq
le
.3 \ 201.4.1,01)CLEARING 4 GRUDGING
UW 21 III
Q
6.1 LS.STA.12+20 TO 13+50
0 A- i I B 307.4.1.0.1 TYPE"C"SURFACE tp(
(SP-2 W S I RESTORATION(GRAVEL pi- E
U. +I ROADWAY ;
1 J07.4.1.D.1 V I 51 IF,STA.12+20,STA.12+65.26. Z !o S
al > 1� I 42 IF,STA.13+07.64,STA.13+50 EE, $ ;w�
om EPnr-- R/W I O �R �4DI.4.1.A.1�WATER MAIN PIPE ill
• IP"'p n;,'+ri► .•TS I R/W R/W ^/V' r,/W` r,w.�r ./W -_ - ^/W-1_,"
M1"R CI
12.51 LF,STA.12+20,STA.12+65.26.PVC
3RD m
a� [ 6?w - .. +•. .,�. ORP— . 74 --3f4+w�T RFT —dAP=�61i�-T�-{§}0. m_sz._ ��FTRL= TOE0141%/11 .01-1P-
8,.....
N 38 LF.STA.13+07.84,STA.13+50. R= -
_ -. ,. T. _._ ... �,-12"W I 12,,•' 12"W - �, Mr, 16+0014 -ID��HP—(1103.4.1.A.1)CONSTRUCTION TRAFFIC o
�I EP —EP EP —EP EP •-EP —EP —EP --EP EP —EP W EP—[ CONTROL
— i1- - - ._ _ — BEACON LIGHT cy, h $
1 LS,STA.12+20 TO STA.13+30
�-m —g1�Ep ...1.1._-,--- — I�' 2010.4.1.6.1)MOBILIZATION ww-
T09-� % FP �� EP EP —EP EP EP —E < ' .,.'"V"7,,'....=,:"''''''
y 6 •, -151.—
t -Tot
T P R' FP EP EP I2
f —�5—TOE TOE TOE—TOE T T- T T T EP T Fp i FF_T EP 1 LS,STA.12+20 TO STA.1J+50
_DRY CREEK CANAL-, --9- f l OE— OE -_TOE—TOE— --G} —TOE—0E— £ pET= �m
—n. -�I ..' -R W TR,,, -.-- . s _ — _— TOET—toET—�SP-2� CANAL CROSSING ..,c.�m.w
R . �-f� R
-- - rl� f®�� nt... N:�� 1 EA.STA.12+89.98
•
SEE DETAIL 2/C3.02
201.41.8.1 201.4.1.8.1 (SP-3) AIR RELEASE VALVE
401.4.1.6.1 1 307.4.111.1 1 EA.STA.13+14.16
1103.4.1.6.1 401.4.1.6.1 SHEET NOTES:(SCHEDULE B) VE
2010.4,1.A.1. 1103.4.1.A.1 201.4.1.8.1
-- - )CLEARING&GRUBBING J
2010.4.1.6.1
1 LS,STA.13+50 TO 16+30 Z (..1.)
(307.4.1.5.1) TYPE"C"SURFACE 0 N iT
RESTORATION(GRAVEL C.) I- (0
ROADWAY) Q W 1O
(1 PLAN VIEW-WATER MAIN 20' 0 20• 40• 141 LF,STA.13+50 TO
...... ..
STA.14+90.43 W
T U
•�-•••-••• •• ••• •••• ••••••• 117 LF, STA.15+13.77 TOep
STA,16+30 Z OO y
S (401.4.1.A.1)WATER MAIN PIPE 0 Qrt z W o A
I 0 J N
_ 12"PVC O
2570 LL
o I B 141 LF,STA.
STA.114+90.43 I j W M. +J
'I � ' •i 1 � I 2570 117 LF.SSTA 116+307 W cc I-
LL U .Q
.__+11_ I 111.1__11111_-____1111 1111____J____1111_ I I �402.4.1.A.1)WATER(VALVE Z ~ z r W
_I,a 1111 j_ O rL OF WATER F_
• __ _ NC GRADE ___ _1111.1111 1111 1111.1111 I _1111 12"GATE VALVE J �!
; _�L_ - - MAIN � 115+25.34. U
-- N `- -- I+ EA 5T PROJECT NO.: EG19-0058C X
_ __ [IFIELD
•
_ - LOCA RETAIN AND PRO - 2560 CONTRO
-_, DESIGNED B .DANS
1____1.121__._.,_ _ _
T ; 7-` - TION, T —pi
16+JO DRAWN BY:Y M.PATZER w
L
. .a ,�._ __�-___ ___ PROTECT.
1 LS,ST 13+50 TOS DWG CHECKED BY B DALEY
1- I ,
1 _
L
L
- -_ __ �2010.41.A.1�MOBILIZATION
B.
�I L __ter y-H C9.Op OC BY A GEHRKE
, .1111 )
I 2'-O"MIN. -. 1 - _.'„T,--L-
-'-- -.,-,7.—_.#,.. - �I I7
1111_ �__ ;.___y ' L 111.1 A
.. _- .111.1. _
- -__ I I. I '' - - L�� - ' ?-__-- - 1 L TA.1J+50 TO STA. +JO
12 IN C900
-., ___ __.___ ___1111 _ _ __ _
- - Vii_ _ �<—� SP-J STA.
RELEASE VALVE 16
.-.. _ a_ CONAL
2550 ; 24"PIPE CASING 1 H 1 EA.STA.15+23.80 4(5 GTSTE �N
" - - •. 1 _... - -...... 2550(SP-4) GAS PIPELINE CROSSING
(g
+02.09
£ E 1111_ !___1____T____,___1111,__. 1 SEE DETAIL 3/C3.02
I 88230 A
T EXISTING _ N _
G ELEVATION_. KEYNOTES: •.A'>-- \ �1 2 2020/
--_.---- l O @ OF WATER MAIN -1. !--- \OP
11 2540 n n a s . v - . r - m e I 2540 O FOR SUPPORCOORDINATE WITHOPPS POWER 41jC 1 P,�
�� [ 1 1\ N[ l �l NI l �I l �l 1 1 I I iil l l l l l I ] iI W•�
I1 a 12+00 11+'A I R 13150 INS0 151-00 15+ 14 APPROVED
i r PLAN AND PROFILE
CITY WATER ONLY
LEI CITY OF E E WATER WATER MAIN
it
IJ. PROFILE VIEW-STA. 12+20 TO 16+30 20, ° 20, 40•H APPROVA C2.04
g3€ " ��' 15 v DATE I
Ei3 ••• "" DATE/.
—��✓ SHEET 7 OF 10
SFA.9+42 43
- � 1 N
SP-2130 ITEM STEEL CASING ASTM A-252
E%ISTNC GROUND PAY LIMIT (2)SPACERS PLACED AT
(ELEVATION VARIES) I 56'OR 3 JOINTS, EACH END OF CASING AU.JOINTS W
i WHICHEVER IS GREATER RESTRAINED3 z
I
1 RUBBER END SEAL AT ENDS V W 6 F
J (CALPICO MODEL W Z >ill a
I 10'-0"(7YP.)iI 40"- OR EQUIVALENT) d�a yy��
i RESTRAIN ALL JOINTS AND =' y �+�i
(TIP.) 16"45'ELBOW J 116"45 ELBO (Tw.) FITTINGS WITHIN THIS SECTION; ._ _.
ELE11_15:7_40 TYPICAL BOTH SIDES(F "r'�_r.-.^ �'�` --- 0 R!
S r .�..— CROSSING. ..-- r_ '�...-._: o
I6"RIPE(1W) - Y" �3.7. p,�, ,1!t.,',1. '..
z'-o•FROM I ' ` III D
iiii
RUBBER END SEAL BOTTOM OF 16"PIPE(TIP)
AT BOTH ENDS OF CASING FOOTING(MIN.)
SEE DDET�LLCASING; I w
f #- o
I-J - SEE DETAILS FOR 2 FROM - - IN
16"43'ELBOW I -I 16"45'ELBOW BEGINNING&ENDING BELL END ACCCORDANCE TO_ „„ i
+ 4'
l -0"t STATIONS OF CASING MANUFACTURER'S
STEEL CASING 31'-6" _.4'-O"t RECOMMENDATION PERNSSIDI Cs MCO En..12.3.
m
PLANT VIEW
Nog: All
M� OMR
ALL JOINTS AND FITTINGS FOR THE CROSSING NOTE: "• cw
SHALL HAVE MEGALUG JOINT RESTRAINTS
CANAL CROSSING LANEWOOD INCLUDING ALL JOINTS WITHIN THE CASING.
NTS
0 SPACERS SHALL BE O POLYETHYLENE MODEL PX
SCALE:
OR APPROVED EQUIVALENT ANTI-FLOTATION SPACERS.
OZ THE CONTRACTOR SHALL INSTALL AND PREVENT THE I•
STA..12+74.11 ��A_+�y.gy_�4 CARRIER PIPE FROM THE POSSIBIUTY OF FLOTATION.
_ - SP-2 BID ITEM
EXISTING GROUNDPAY UNIT ~ 44'OR 3 JOINTS,
`EX BRIDGE
(ELEVATION VARIES)I 1_i
WHICHEVER IS GREATER !4
' M
PIPE JACKING J
jry L I / `SCALE: N1S Z
-0" II RESTRAIN ALL JOINTS AND QJ
trt
(TYp,) 12"45'ELBOW 10'-0"(TYP.)+7 12"45'ELBOW (TYp.) 0 co
10
12"PIPE�IYPJ ` Fl FV 955R at FITTINGS WITHIN THIS SECTION: V F
- t" GROSSING.
OTH SIDES OF z
112"45'ELBOW II.I 7 ^ [�
RUBBER END SEAL 2'-0"I FROM m
AT BOTH ENDS OF CASING BOTTOM OF 1S0
NNMUETE(MIN.) 0 Z 1.3
p V
_I SEE OSTE0.LCASING; ...� a Z irc, v-
I
1Ii_iBIUTY O O J N
o 1:: aLL Q
+H 4'-0"t1 STEEL CASING 29'-6" - 4'-0"}L. 12"45'ELBOW re W W Q, LL V �,.,1
NOTE. Z Q Z }}Z -Q
ALL JOINTS AND FITTINGS FOR THE CROSSING • O F W
SHALL HAVE MEGALUG JOINT RESTRAINTS J U U Y •r-I
INCLUDING ALL JOINTS WITHIN THE CASING. PROJECT NO.: EG19-00580
CANAL CROSSING BEACON LIGHT �.
SCALE NTS DESIGNED BY: M.DANS W
DRAWN BY: M.PATZER
DWG CHECKED BY: B.DALEY
SP-4 BID ITEM
PAY UNIT ^'� QC BY: A.GEHRKE
/-EXISTING GROUND 44'OR 3 JOINTS,
1 / (ELEVATION VARIES) 1 WHICHEVER IS GREATER 51O SAL
L B'HP GAS MAIN 41-a' Fi5 1STE �G' -
( ) 12"45'ELBOW (TTP•) FlTRNGS WITHIN THIS AND
O G i IFO
T ASSUMED 12"45'ELBOW TYPICAL BOTH SIDES OF c^C N/ 1
•
DEPTH TO CROSSING. 4.4g.• ••
^^Aw
? GAS MAIN- { aaL3
FIELD VERIFY I HT1-2-"2020/
i 12"PIPE(TYP.) i I 12"PIPE(TYP.)
12"45'ELBOW 12"45'ELBOW
11 1 QfjC,L,��E"O F WD,�
S 2'-0"MIN. 'WEL W.OP'
iI
23'-4"MIN. APPROVED
3, - [FULL WIDTH OF MARATHON EASEMENT] CITY WATER ONLY STANDARD DETAILS
"In NOS CITY OF E WATER D E T DETAILS
`I ALLHJOINTS AND FITTINGS FOR THE CROSSING APPROVA l�,I I(,,
W,x q�GAS PIPELINE CROSSING BEACON LIGHT SHALL HAVE MEGAIUG JOINT RESTRAINTS. 17-1:
{��j C8"02
O' 3 SCALE: NTS --- DATE/ f]fill
OA r 4 L/ - SHEET 10 OF 10