HomeMy WebLinkAboutPLEASANT VALLEY AND LAKE CANAL SOUTH OF WEST HORSETOOTH ROAD WEST OF SOUTH SHIELDS STREET - Filed OA-OTHER AGREEMENTS - 2004-11-18R PfN ,; 88010116 03/^'/88 08:59:12 # OF PAGE, - 9 FEE - $55.00
il. RODEN6IsRCER, RECORli - LARIAER COUNTY CO STAT. >OC FEE- $ . 00
CROSSING AGREEMENT ,
THIS AGREEMENT, made this 42' day of - 1988, between
THE PLEASANT VALLEY AND LAKE CANAL COMPANY, hereinafter the "Company," and THE
CITY OF FORT COLLINS, COLORADO, hereinafter the "City".
WTTKICCCCTU.
THAT WHEREAS, the Company is the owner of an irrigation ditch and
right-of-way, commonly known as the Pleasant Valley and Lake Canal; and
WHEREAS, the City desires to acquire a certain right-of-way for a
waterline to cross the irrigation ditch of the Company.
NOW, THEREFORE, in consideration of TWO HUNDRED FIFTY DOLLARS ($250.00),
the receipt of which is hereby acknowledged by the Company, the parties
mutually agree as follows:
1. The Company grants to the City a right-of-way and easement to
construct and maintain a waterline under the ditch owned by the Company in
Larimer County, Colorado, at the location designated on the map attached
hereto.
2. The Company grants to the City the right of ingress and egress to and
from said right-of-way, as necessary and reasonable for the exercise of the
rights granted herein.
3. The top of said waterline shall be buried not less than 30 inches
below the bottom of the irrigation ditch and any trench or other excavation in
connection therewith is to be backfilled, compacted and stabilized to the
entire satisfaction of the Company, and will be performed under the supervision
of such superintendent or by an engineer selected by the Company. If an
engineer is retained, his fees and expenses shall be paid by the City.
4. In the event any sum is expended by the Company for repair or
STATIONING AEOUIREM NTS
1+00 TO 5+50 • INSTALL 10 EA.. 200 D•2 MAGNESIUM ANODES
ON 50 FOOT CENTERS.
31+00 TO 40+50 - INSTALL 20 EA., '20e D-2 MAGNESIUM ANODES
ON 50 FOOT CENTERS.
69+00 TO 118+00 INSTALL 36 EA., 200 D-2 MAGNESIUM ANODES
ON 140 FOOT CENTERS.
133+00 TO 179+00 - INSTALL 24 EA., 208 D•2 MAGNESIUM ANODES
ON 200 FOOT CENTERS.
182+00 TO 232+60-INSTALL 23EA.,209D•2MAGNESIUMANODES
ON 220 FOOT CENTERS.
236+00 TO 265+70 - INSTALL 10 EA., 20m D-2 MAGNESIUM ANODES
ON 330 FOOT CENTERS.
NOTE: EXACT FIELD LOCATION SHALL BE COORDINATED WITH THE ENGINEER.
ANODE LOCATIONS -TAPE COATED STEEL
AND DUCTILE IRON (LARGE DIAMETER) vAR
STATIONING REQUIREMENTS
65+00 TO 117+00 - INSTALL 27 EA., 209 D-2 MAGNESIUM ANODES
ON 200 FOOT CENTERS.
62+75 TO 116.00 -APPLY DIELECTRIC COATING PER SPECIFICATIONS
NOTE : EXACT FIELD LOCATION SHALL BE COORDINATED WITH THE ENGINEER.
ANODE LOCATIONS -MORTAR COATED
STEEL AND PRETENSIONED CONCRETE vAR
ELEVATION VIEW
SYMMETRICAL
Pipe Class.
Nominal
Maximum
Trench
Inside
Sustained
Cover
Condition
Pitt
Diameter
Pressure
Range
O.D.
Designation
inehea
(P-0
Iteet)
feet
112-3
60
112
8
O.D. + 3.5
112-12
60
112
12
0.0. + 3.5
112-16
60
112
16
O.D. + 3.5
112-9
60
112
16
111"nk
111-12E
60
112
12
Eshant
112-8
54
112
6
O.D. + 3.5
112-12
54
112
12
O.D. + 3.5
112-8
48
112
8
O.D. + 3.5
112-8
42
112
8
O.D. + 3.5
11I-8
36
112
8
O.D. + 3.5
112-12
35
112
12
O.D. + 3.5
ISC-12
20 D.I.P.
ISO
12
O.D. + 3.5
i 6 D.I.P.
PIPELINE DESIGN TABLE
STATIONING
REQUIREMENTS
0+00
INSTALL INSULATION FLANGE AND INSULATOR
TEST STATION. SEE DETAIL E. SHEET C-26.
0+50
- INSTALL INSULATOR ON 6' SERVICE TO TRAILER PARK
WITH TEST STATION.
5.00
- INSTALL 4- 200 D-2 MAGNESIUM ANODES ON 10 FT
CENTERS WITH ANODE TEST STATION. SEE
DETAIL F. SHEET C-26.
13+00
- INSTALL 4 - 208 D-2 MAGNESIUM ANODES ON 10 FT
CENTERS WITH ANODE TEST STATION. SEE
DETAIL F. SHEET C-26.
20+35
- INSTALL 4 - 200 D-2 MAGNESIUM ANODES ON 10 FT
CENTERS WITH ANODE TEST STATION, ADJACENT TO
AV I ARV STATION. SEE DETAIL F. SHEET C-26.
21+60
INSTALL INSULATOR ON SERVICE LINE WITH TEST STATION,
24+10
INSTALL INSULATOR ON SERVICE LINE WITH TEST STATION.
VOTE : EXACT FIELD LOCATION SHALL BE COORDINATED WITH THE ENGINEER.
CATHODTIC PROTECTION 20" WATER LINE : DUCTILE IRON MVAR
Cis MONO LINE ZINC ANODE'
✓<'ER/AC, JR. SIZ£ /,2-X 9//!
/.YSTALL£O AROUND ABOVE
'P!�/NO APPURTENANCE AND
C. /ERED WITH NATIVE SOIL.
ZINC ANODE ST££L CORE
CONNECTED TO , V 4 AWG COPPER
CABLE W/SPL/T BOLT OR
COMPRESSION CONNECTOR ANO
ENCAPSULATED /N SCOTCHCASr
.4+'82-AI. SPLICE WITH INY EATING
KIT 0 4. AOUTE CABLE TO BURIED
HPE, VAULT ETC AND CONNECT
BY MEANS O` EXOTHERMIC WELDING
NOTE ^LACE/'TENT
CF 6ROUA/LYN4 M4T3
6H-441- Al AOO/RECTEO
BY THE 6N41,vE6R.
NOTE
I. FORM 4' THICK EARTH CUTOFF WALL TO REPLACE PIPE ZONE MAIL- MATL TO a•
BE SILTY SAND OR SAND AND 200 B£NTONIT£ CLAY PER CU. YD. OR 2000PS.1.
CONCRETE, OR AVPA'O✓EO EOU/7L. 10-0' •p L d �'J
Z PLACE CUTOFF WALLS EVERY /000 FT /N WET 4,QEA6. RADIUS �V f ° •r �;
WARNING !'LAN5
EARTH CUTOFF WALL DETAIL F� �l �oL e
PERSONNEL SAFETY N
THIS DRAWING GROUNDING MATS N �fj'';Iaxi. E°• �i
VAR APPROXIMATELY ONE-HALF VAR COLO�'�
ORIGINAL SCALE .....
APPROYED CITY OF FT. COLLINS, COLORADO SHEET
f T G O M E R Y r DATE WESTSIDE TRANSMISSION MAIN - PHASE 2
NEERS, INC. C-27
CATHODIC PROTECTION TABLES AND DETAILS
aora. Cobraoo 8007 4 — DATE OF SNEET3
maintenance of the ditch at the point of disturbance, the City shall reimburse
the Company for such expense. Determination of whether repair or maintenance
is necessary, and whether an emergency exists shall be the sole right and
privilege of the Cozy.
5. Installation and maintenance of said waterline shall be entirely
without disturbance of the flow of water in the Company's ditch, unless
permission in writing is first received from the Company for such disturbance.
In the event of such disturbance, the City shall immediately. take all steps
necessary to fully correct the disturbance of the flow of water and such
corrective steps shall be solely at the expense of the City.
6. In the event that the Company finds it necessary to perform emergency
repairs to the disturbed portion of the ditchbank, either now or at any future
time, the Company shall be wholly without liability for damages to the
waterline as the result of the performance of said repairs, except as to such
damage as may be caused by gross negligence or wanton and willful misconduct.
7. Installation of said waterline shall be entirely without cost to the
Company. The City shall indemnify the Campany and forever hold it harmless
frcen liability for damage to third persons resulting fran said crossing or any
construction or repair in connection therewith.
8. The Ccupany shall have full power to operate, maintain, alter,
enlarge, relocate, clean and manage its ditch as if this Agreement had not been
made, and any expense or damages caused thereby to the waterline shall not be
chargeable to the Company. In the event, however, that any such action on the
part of the Company could reasonably be expected to effect the waterline, the
Company agrees to give prior notice to the City and to cooperate with the City
to avoid injuries or damages to that line. 4_1V
9 ----_is - Agreement and all the terms --and conditions --thereof shall -to
E
3
9. This Agreement and all the terms and conditions thereof shall extend to
and be binding upon the successors and assigns of each of the parties hereto
including, but not limited to the City of Fort Collins should it become a
successor of the City by Deed of Dedication or by any other means. Upon
transfer of its interests in this Crossing Agreement, the City agrees to inform
the Company of the name of the transferee.
Insert Paragraph 10 next page.
IN WITNESS WHEREOF, the parties hereto have caused these presents to be duly
executed by the proper officers, and have affixed their seals hereto on the day
and year first above written.
ATTEST:
Secretary
,; .
PLEASANT VALLEY & LAKE CANAL COMPANY
By
President
CITYOF ORT COLLINS, C OR 0
By: C
City Manager
11.E �< < � l 1 � .. �.�.�.•�..�
3
10. All construction shall be completed no later than
April 15, 1988, unless written consent by the Company is granted.
ADDITIONAL INFORMATION
PLEASANT VALLEY AND LAKE CANAL CROSSING
The proposed crossing of the Pleasant Valley and Lake Canal occurs at
station 220+02.66 as shown on the attached sheet C-17. Concrete
cutoff walls are provided upstream and downstream of the canal as
shown on sheets C-16 and C-17, and detailed in the upper left corner
of sheet C-26. The cutoff walls will be constructed with a minimum
of 1'-6" of concrete poured against undisturbed earth and backfilled
with a clay -soil mixture as shown on the attached drawings. The top
of the cutoff walls are within two feet of the ground surface and
above the ditch water level. The construction contract documents
require a collar to be placed around the pipe within the cutoff walls
and additional clay -soil backfill between the cutoff walls as
additional measures to prevent any seepage from the canal. The canal
bottom and banks will be restored with the native soil compacted and
trimmed to match the adjacent cross section.
' - Y
r• 5 r $
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. >c. UN I,�/N R/LYE FA.PN iNC PRO�ER7Y —
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Ilk
UGt7K Z94 PqE£ 137 _
CONC CUTOFF
SEE OETAIL C
APT STA Z31+8Z.02 try
_N 35, 953.303 4 0
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%�• PC 3'7A ZZO t 0246,I N
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�• /E N,.222.852 STA 23,Z +25d3 Be !l z
-STA. Zi_ _ ;---EQUAT/ON
5TA Z3Z 140 AH V
-z 30' - IS" STEEL CAS/NG P/P£, �
TRANSi , '/e'NALL Q
CEATER OiV 60" �
L'__"AT/ON TO BE DETERMINED
lh' THE FIELD.
RESTORE ALL DITCH
v
5105
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0
5100 U
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5095 h
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5005
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THIS DRAWING
N
APPROXIMATELY ONE-HALF
ORIGINAL SCALE
5085
Z
:uf•
�PROI�/OE EARTH 64,
:
�i
CUT-OFF WALL . S6 = 500 FEET
,r9/.......•Pp.
5075
�• FOF CO�Or•
220
22! Z31
Z32
I
.233
5075
SCALE
ofscnfo _—
CITY OF FT. COLLINS, COLORADO
S H E E `
on.wn NCL.
WESTSIDE TRANSMISSION MAIN - PHASE 2
--� -' -
---- -- - --------- -----
/'•=50FT
---1
- --- ---- --
-
YERT.
C_11
TRANSMISSION MAIN - AERIAL PHOTO, PLAN & PROFILE
REv U.tf
f1Y I DESCRIPTION--
% tSFT
CHECKEDI✓'T
,' � ,.urn. rARM /NC. PRuPER7Y
Z94 PAGE I37
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THIS DRAWING
APPROXIMATELY ONE -HALE
5/05
S��_OJOB
ORIGINAL SCALE
5095
J
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RESTR,4/NED
_LENGTH = 165_
�,
5095
ZG/_
Z07
Z08
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1 Z/8 Z/9 ZZO ZZ75085
SCALE ,
CITY OF FT. COLLINS. OOLORADO
✓�_�
S H E E T
HOR/Z.
DevcneD
-- --- ---
���50
DRAWN S. ✓A 'NESTSIDE TRANSMISSION MAIN — PHASE
2
TRANSMISSION MAIN - AERIAL PHOTO, PLAN & PROFILE
C-16
REv
DAre*j er
DE SCRIPTIDN
STA. 206+50 TO STA. 219+60
Of SHEETS
17"xl2" SIGN WITH GREEN
LETTERS ON WHITE BACKGROUND.
INSTALL WITH 3/8" 0 U-BOLTS.
B"0 SCH 40 —
STEEL PIPE
CONCRETE
WELDED CAP
�tPAINTED W''
PAINTED BL,
INSTALL MAI
AS DIRECTE
o ENGINEER.
EDGE OF PIPE TRENCH
— 10" ,-
-EXTEND WACC
✓ERT/CACC Y TO
W/T/III'V 0 FEET
OF CifZDUNO
5URFACE
IDENTIFICATION MARKS ON POSTS SHALL BE 3" DIA. CIRCLES BROI
IN VERTICAL CENTER () POINTING TO APPURTENANCE, WITH I
STENCILS INSIDE INDICATING TYPE OF APPURTENANCE(MH, 12"V.
AND THE DISTANCE IN FEET AND INCHES FROM POST.
MARKER POST DETAIL A
VAR.
POUR SIDE AND BOTTOM OF
CUTOFF COLLAR AGAINST
UNDISTURBED EARTH
II
TR
ID
E
,2.
C
PLAN
VAPIFC
IN VARIES SEE I
SECTION DETAIL
4 D 12" EWEF
SECTION I
___j
PIPING CUT OFF COLLAR DETAIL f D
VAR.
r l�•12cI2- FLUSH TEST STATION
1 CONCRETE I WITH RENOVASLE COVER
GRACE
[ E nvi
CDII-ED WIRE
l 1 TOP SECT OF
T VALVE !On T o 0
PAO
STOP PLATE • 12 Aw(I SOLID
A • %A4 TNERwITE\\ PR TEST LEADS
I1YP7 ZED
Irclt rAl —ZED CGrvrvECTIO �
STEEL ATE ERAZEO
�INECTgN OEROMOU
' I�NIM4 • �EPP MO I
PI PE
I TYP) cc" •-.� r
'P 4* Ve(n{Fqe A r
n vz IUY Nl4n5 T'
VI D1`, HOLE EITEN SIaI PIECE TO of
fat ]Ai.Y W. WEDEDI + �, RT., io*•
wC1-T ITT) `;,L . Ur �F SiON•l E�: p�PP
PLAN
sye I o roP sfcrlON
TOP SECTION
S SA 00. EST PIECE
EIREN\\ O
PE
1-'v
6
- CIA OVENING STOF /
�'jl HOLE FOR
J-IT TEST LEADS TEST LEAD!
SECTION "K-W VALV WA R N I N G
VALVE BOX SUPPORT BOX THIS DRAWING
APPROXIMATELY ONE-HALF
ORIGINAL SCALE
VALVE BOX SUPPORT PLATE s EXT TEST STATION TERMINAL BLOCK��
SEE BUTTERFLY VALVE A: TYPE 4 VAR
SCALE _ INTRANSMISSION MAIN - PHASE 2 S H E E T
DESIGNED � ,
NONE DRAWN hT CITY OF FT. COLLINS, COLORADO
-- - - -- --- MISCELLANEOUS DETAILS C-26
CHE�nED -..
LRE� DATE eT DESCRIPPON AND CATHODIC PROTECTION OF SHEETS
r.Ir:Ir
CONCGIETE
COILED RIRE
• a AWO e0IN1 WIRE_
12 Aft TEST LEAD
UNDERGROUND'
MPE A
: DOWD 1
A TEST LEAD
THERM'
enuE
CONNECT
-UNOERGRO
PIPE 'I
'a' ICNIO WIRE
.e TEST LEAD
TEST STATION TERMINAL SLOCKF-A7
TYPE 5 1 VAR
CONNECTION
STRUCTURE
NOTE 2.
HORIZONTAL
�EYCpvpTlCx LINKS AS REDUIRED —
_T�'
u AD r.IRE-SEI 2
ANDOE-seE NOTE z
/ SEE NOTE 2'
VERTICAL
NOTES:
L DOTN EQUAL TOM EXCEEDING O[/TN OF
STIIICIIIi.FR NaT LEIS THAN S'-O .
i ROER TO'3MVICATION.
GALVANIC ANODE WSTALLATION B
HORIZONTAL /VERTICAL ALTERNATES I VAR
Station
Size
Station
Notes
Location
line
(Dot.iYSheeo
0.42
60
CIC-26
1.2
EXISTING60'TIE-IN
0+sa
60
DIC-26
2' GAS
0.8o
60
DIC-26
TWATER
4.50
60
DIC-26
6
24• WATER
5•15
60
DIC-26
la'WATER
6+80
60
DJC-26
GAS LINE
14+70
60
DIC-26
6'WATER
14+80
60
DIC-26
3' GAS
17+60
60
DIC-25
&'WATER
20+15
60
DIC-26
18'WATER
27+36
60
C/C-26
1
AT AVIARY
35+15
60
F/C-26
WEST OF 115 KV LINE
45.57
60
CIC-26
AT ACCESS MANHOLE
52+50
60
GC-26
1
ATAV/ARV
57+85
60
DIC-26
18' WATER
62+25
60
DIC-26
18'WATER
62+75
60
E/C-25
3.4
AT VALVE
70+42
60
FIC-26
1
AT AV / ARV
82+40
60
FIC-26
AT DITCH
89+55
60
FIC-26
1
AT BLOWOFF
102+00
60
FIC-26
AT FENCE LINE
118+05
60
FIC-26
5
AT PIPE LINE
125.50
60
CIC-26
AT FENCE LINE
132+40
60
DIC-26
18'WATER
132+80
50
EIC-26
4
AT VALVE
141+00
60
FTC-26
1
151+65
60
DIC-26
18'WATER
152+20
60
DIC-26
20' WATER
160+00
60
F/C-25
164+80
60
DIC-26
1
3' GAS
171+30
60
D/C-26
6'WATER
172+25
60
DIC-26
WATERLINE
174+25
60
01C26
GAS LINE
178+20
54
D/C26
18'WATER
181+00
64
EIC-26
4
ATVALVE
190+25
54
FTC-26
1
198+65
54
D/C-26
8-WATER
206.15
54
F/C-26
1
AT PIPE BEND
214+50
54
DIC-26
12'WATER
221+00
54
F/C-26
ATDITCH
233+56
54
FIC-26
1
AT BEND
242+75
36
DIC-26
8' GAS
242+80
36
DIC-26
24'WATER
243+35
36
DIC-26
-
16'WATER
250+05
36
D/C-26
1
ATAV/ARV
266+15
36
DIC-26
&'WATER
266+22
36
O/C-26
8' GAS
266+27
36
D/C-26
14'WATER
266+70
36
DIC-26
1
8- GAS
266+75
36
ETC-26
2
AT EXISTING 24'LINE TIE-IN
NOTES".
IN GENERAL, SHOULD A FOREIGN LINE CROSSING BE FOUND TO BE
NON-METALIC, THEN A TEST STATION WILL NOT BE INSTALLED.
1) INSTALL POLARIZATION CELL AS MANUFACTURED BY
'MATERIALS PROTECTION COMPANY',HOUSTON. TEXAS
FOR MORTAR AND CONCRETE COATED ALTERNATIVES.
2) INSTALL INSULATION FLANGE, ALL ALTERNATIVES
3) INSTALL ZINC CELL FOR TAPE -COATED ALTERNATIVE
4) INSTALL INSULATION FLANGE. ALL ALTERNATIVES
EXCEPT FOR TAPE -COATED ALTERNATIVE
5) INSTALL INSULATION FLANGE AND INSULATOR TEST
STATION FOR CONCRETE AND MORTAR COATED ALTERNATIVES.
6) ALSO, INSTALL ANODE LEAD.
CATHODIC PROTECTION
TEST STATION LOCATIONS vAR
SCALE: I
• / DESIGNED`_�iT/1�0y
�✓On�E 0—�A/✓O/RO REOIECT ENGINEER R.CE NO. DATE JAMES M. N
CONSULTING E.
S y N T R C. LNO - — G � T 12200 E.1 II.It Avenue. Sud
REv DATE By OESC RIPT'ON _Oh5_�T hG ET I`ILERS. INC.