Specifications (2) a1. a°b 6, --0 yo
RECEIV
SEP 2 7 2006
9U I � NG D B
ISION
DELTA
IRE
FIRE PROTECTION CONTRACTORS
14795 S,W, 72nd, PORINd0, OR 97224 (503) 620 -4020
DELTA FIRE, INC.
14795 SW 72nd Ave.
Portland, OR 97224
503 620 -4020
•
Job Name : TIGARD TRIANGLE - REVISED UG & RISER
Building : #4
Location : 1185 SW 67TH AVE. TIGARD OR
System : 1
Contract : 063367
Data File : TIGTRIA4.wx1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
DELTA FIRE, INC. Page 1
TIGARD TRIANGLE - REVISED UG & RISER Date 081806
City Water Supply:
C1 - Static Pressure : 80
C2 - Residual Pressure: 68
C2 - Residual Flow : 1186
150
D1 - Elevation : 12.993
140 D2 - System Flow : 324.657
D2 - System Pressure : 63.122
130 Hose (Adj City)
Hose ( Demand) •
P 120 D3 - System Demand : 324.657
Safety Margin : 15.785
R 110
E 100
S 90 Cl
S 80 ®�
C2
U 70 D2 tee-
R fi0
E 50
40
30
20
10 D1 -
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N ^1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary .,
DELTA FIRE, INC. Page 2 '
TIGARD TRIANGLE - REVISED UG & RISER ,Date 081806
Fitting Legend
Abbrev. Name V: ' 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
G Generic Gate Valve 0 0 0 0 0- 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Z Generic Flow Switch 2 2 2 3 4 5 - 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
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Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
DELTA FIRE, INC. Page 3
TIGARD TRIANGLE - REVISED UG & RISER Date 081806
Node Elevation K -Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
S001 30.0 5.6 12.25 na 19.6 .1000 196.00 7.000
30 30.0 21.87 na
29 30.0 21.72 na
24 30.0 19.7 na
25 30.0 K = K @ EQ01 13.66 na 20.09
26 30.0 K = K @ EQ01 13.32 na 19.84
27 . 30.0 K = K @ EQ01 13.34 na 19.86
28 30.0 K = K @ EQ01 13.97 na 20.32
--20 30.0 20.07 na
21 30.0 K = K @ EQ01 15.97 na 21.72
22 30.0 K = K @ EQ01 15.94 na 21.7
23 30.0 K = K @ EQ01 16.3 na 21.94
19 30.0 20.98 na
18 30.0 21.34 na
1 30.0 19.6 na
14 30.0 21.9 na
15 30.0 28.28 na
16 30.0 28.29 na
17 30.0 28.35 na
2 30.0 K = K @ EQ01 13.27 na 19.8
3 30.0 K = K @ EQ01 13.0 na 19.6
4 30.0 K = K @ EQ01 13.04 na 19.63
5 30.0 K = K @ EQ01 13.74 na 20.15
6 30.0 25.44 na
7 30.0 25.52 na
8 30.0 25.72 na
9 30.0 26.28 na
10 30.0 26.69 na
11 30.0 28.57 na
12 30.0 33.78 na
13 .30.0 47.54 na
41 30.0 49.85 na
TEST 0.0 63.12 na 100.0
The maximum velocity is 12.56 and it occurs in the pipe between nodes 11 and 12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
DELTA FIRE, INC. Page 4
TIGARD TRIANGLE - REVISED UG & RISER Date 081806
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
S001 19.60 1.049 1T 5.0 1.000 12.250 K Factor = 5.60
to 120 0.0 5.000 0.0
EQ01 19.6 0.1253 0.0 6.000 0.752 Vel = 7.28
0.0
19.60 13.002 K Factor = 5.44
30 20.48 1.38 4T 24.0 155.750 21.866
to 120 0.0 24.000 0.0
16 20.48 0.0358 0.0 179.750 6.428 Vel = 4.39
0.0
20.48 28.294 K Factor = 3.85
29 20.82 1.38 4T 24.0 155.790 21.718
to 120 0.0 24.000 0.0
17 20.82 0.0369 0.0 179.790 6.631 Vel = 4.47
0.0
20.82 28.349 K Factor = 3.91
24 -36.57 1.38 2T 12.0 45.790 19.700
to 120 0.0 12.000 0.0
25 -36.57 - 0.1045 0.0 57.790 -6.040 Vel = 7.84
25 20.09 1.38 0.0 14.000 13.660 K Factor @ node EQ01
to 120 0.0 0.0 0.0
26 -16.48 - 0.0239 0.0 14.000 =0.335 Vel = 3.53
26 19.84 1.38 0.0 14.000 13.325 K Factor @ node EQ01
to 120 0.0 0.0 0.0
27 3.36 0.0013 0.0 14.000 0.018 Vel = 0.72
27 19.86 1.38 0.0 14.000 13.343 K Factor @ node EQ01
to 120 0.0 0.0 0.0
28 23.22 0.0451 0.0 14.000 0.631 Vel = 4.98
28 20.32 1.38 2T 12.0 68.000 13.974 K Factor @ node EQ01
to 120 0.0 12.000 0.0
7 43.54 0.1443 0.0 80.000 11.546 Vel = 9.34
0.0
43.54 25.520 K Factor = 8.62
20 -26.35 1.38 2T 12.0 59.790 20.066
to 120 0.0 12.000 0.0
21 -26.35 - 0.0570 0.0 71.790 -4.093 Vel = 5.65
21 21.72 1.38 0.0 14.000 15.973 K Factor @ node EQ01
to 120 0.0 0.0 0.0
22 -4.63 - 0.0022 0.0 14.000 -0.031 Vel = 0.99
22 21.71 1.38 0.0 14.000 15.942 K Factor @ node EQ01
to 120 0.0 0.0 0.0
r . 23 17.08 0.0255 0.0 14.000 0.357 Vel = 3.66
23 21.94 1.38 2T 12.0 67.950 16.299 K Factor @ node EQ01
to 120 0.0 12.000 0.0
8 39.02 0.1179 0.0 79.950 9.423 Vel = 8.37
0.0
39.02 25.722 K Factor = 7.69
19 18.44 1.38 4T 24.0 155.750 20.983
to 120 0.0 24.000 0.0
9 18.44 0.0295 0.0 179.750 5.295 Vel = 3.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
DELTA FIRE, INC. Page 5
TIGARD TRIANGLE - REVISED UG & RISER Date 081806
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes ** * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
0.0
18.44 26.278 K Factor = 3.60
18 18.54 1.38 4T 24.0 155.750 21.339
to 120 0.0 24.000 0.0
10 18.54 0.0298 0.0 179.750 5.348 Vel = 3.98
0.0
18.54 26.687 K Factor = 3.59
1 34.42 2.203 0.0 10.000 19.604
to 120 0.0 0.0 0.0
24 34.42 0.0096 0.0 10.000 0.096 Vel = 2.90
24 36.57 2.203 0.0 10.000 19.700
to 120 0.0 0.0 0.0
20 70.99 0.0366 0.0 10.000 0.366 Vel = 5.98
20 26.35 2.203 0.0 14.000 20.066
to 120 0.0 0.0 0.0
19 97.34 0.0655 0.0 14.000 0.917 Vel = 8.19
19 -18.44 2.203 0.0 8.000 20.983
to 120 0.0 0.0 0.0
,18 78.9 0.0445 0.0 8.000 0.356 Vel = 6.64
18 -18.55 2.203 0.0 14.000 21.339
to 120 0.0 0.0 0.0
29 60.35 0.0271 0.0 14.000 0.379 Vel = 5.08
29 -20.82 2.203 0.0 12.000 21.718
to 120 0.0 0.0 0.0
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30 39.53 0.0123 0.0 12.000 0.148 Vel = 3.33
30 -20.48 2.203 0.0 12.000 21.866
to 120 0.0 0.0 0.0
14 19.05 0.0032 0.0 12.000 0.039 Vel = 1.60
14 0.0 1.38 4E 12.0 167.790 21.905
to 120 4T 24.0 36.000 0.0
15 19.05 0.0313 0.0 203.790 6.375 Vel = 4.09
15 0.0 2.703 0.0 12.000 28.280
to 120 0.0 0.0 0.0
16 19.05 0.0012 0.0 12.000 0.014 Vel = 1.07
16 20.48 2.703 0.0 12.000 28.294
to 120 0.0 0.0 0.0
17 39.53 0.0046 0.0 12.000 0.055 Vel = 2.21
17 20.82 2.703 1T 18.651 3.160 28.349
' to 120 0.0 18.651 0.0
11 60.35 0.0100 0.0 21.811 0.218 Vel = 3.37
0.0
60.35 28.567 K Factor = 11.29
1 -34.42 1.38 2E 6.0 49.790 19.604
to 120 2T 12.0 18.000 0.0
2 -34.42 - 0.0934 0.0 67.790 -6.334 Vel = 7.38
2 19.80 1.38 0.0 14.000 13.270 K Factor @ node EQ01
to 120 0.0 0.0 0.0
3 -14.62 - 0.0191 0.0 14.000 -0.268 VeI = 3.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
DELTA FIRE, INC. Page 6
TIGARD TRIANGLE - REVISED UG & RISER Date 081806
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
3 19.60 1.38 0.0 14.000 13.002 K Factor @ node EQ01
,; to 120 0.0 0.0 0.0
4 4.98 0.0026 0.0 14.000 0.037 Vel = 1.07
_ 4 19.63 1.38 0.0 14.000 13.039 K Factor @ node EQ01
to 120 . 0.0 0.0 0.0
5 24.61 0.0502 0.0 14.000 0.703 Vel = 5.28
5 20.15 1.38 1E 3.0 68.000 13.742 K Factor @ node EQ01
to 120 1T 6.0 9.000 0.0
6 44.76 0.1519 0.0 77.000 11.697 Vel = 9.60
6 0.0 2.703 0.0 14.000 25.439
to 120 0.0 0.0 0.0
7 44.76 0.0058 0.0 14.000 0.081 Vel = 2.50
7 43.54 2.703 0.0 10.000 25.520
to 120 0.0 0.0 0.0
8 88.3 0.0202 0.0 10.000 0.202 Vel = 4.94
8 39.02 2.703 0.0 14.000 25.722
to 120 0.0 0.0 0.0
9 127.32 0.0397 0.0 14.000 0.556 Vel = 7.12
:9 18.44 2.703 0.0 8.000 26.278
to 120 0.0 0.0 0.0 •
10 145.76 0.0511 0.0 8.000 0.409 Vel = 8.15
10 18.54 2.703 1T 18.651 10.830 26.687
to 120 , 0.0 18.651 0.0
11 164.3 0.0638 0.0 29.481 1.880 Vel = 9.19
11 60.36 2.703 2E 18.651 27.200 28.567
to 120 0.0 18.651 0.0
12 224.66 0.1137 0.0 45.851 5.214 Vel = 12.56
12 0.0 2.703 4E 37.301 65.000 33.781
to 120 • 1T 18.651 55.952 0.0
13 224.66 0.1137 0.0 120.952 13.756 Vel = 12.56
13 0.0 4.31 1 Zaf 0.0 13.000 47.537
to 120 1Z 13.937 13.937 2.000 * Fixed loss = 2.000
41 224.66 0.0117 0.0 26.937 0.316 Vel = 4.94
41 0.0 6.16 1T 43.037 51.000 49.853
to 140 1G 4.304 127.677 12.993
TEST 224.66 0.0015 4E 80.336 178.677 0.276 Vel = 2.42
100.00 Qa = 100.00
324.66 63.122 K Factor = 40.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
i°0767; - - _ if°
1750 S W Skyline Blvd. Suite
kaverialCICOLAS Portland, Oregon 97221
i ■�
Phone : (503) 292-8083
®f 1■
Fay :- (� onHn e . c om
Email : weddle@Integraoniine.com
Excellence is our benchmark. ra• la
Na03 REGISTERED 1
PROFESSIONAL
LAND SURVEYOR 4Y-
(--
,4%0 s 0�0 q
O : " ON � 1
September 13, 2006 Y 13, 2004 �A ,,
Job No. 3721 H2OE ANTHONY RYAN , SCQ ,3 � �
WATERLINE EASEMENT RENEWAL DATE: DEC. 31. F O&
LEGAL DESCRIPTION:
Exhibit "A"
A tract of land for waterline easement purposes, being a portion of that certain tract of
land described in Statutory Bargain and Sale Deed to PNWP LLC, an Oregon limited
liability company, recorded April .13, 2006, as Document. No. 2006043635, Washington
County Deed Records, in the Southeast 1/4 of Section 36 Township 1 South, Range 1
West of the. Willamette Meridian, City of Tigard, _County of Washington . and State of
Oregon, more particularly described as follows:
Commencing at the Northwest corner of Lot 9, Block 8, West Portland Heights, : a duly
recorded subdivision in Washington County said point being on the Easterly right of way
line of SW 68th Parkway, 30.00 feet from the centerline .thereof;. thence along the North
line of said Lot 9 North 89 °59'37" East, 5.00 feet to the Northeast corner of that certain
tract of land described in Dedication Deed recorded November 3; 2005, as Document No.
200513831 said Deed Records; thence along the East line thereof South 00°04'15"
East; 165.44 feet to the True Point of Beginning of the herein described tract of land;
thence leaving said East line North 90 °00'00" East, 4.14 feet to the Northerly extension
of the West face of a proposed commercial building; thence: South 00 °00' East, 15.00
feet; thence North 90 °00'00" West, 4.12 feet to the East line of that tract of land
described in said Document No. 2005138311; thence along said East line North
00°04'15" West, 15.00 feet to the True Point of Beginning.
Containing therein 62 square feet.
The bearings for this description are based on Record of Survey No. 28789 Washington
County Survey Records.
•
EASEMENT
After Recording Return To:
Tualatin Valley Water District
Attn: General Manager
1850 SW 170th Avenue
P.O. Box 745
Beaverton, OR 97075
No chan• e in Tax Statements
EASEMENT
This AGREEMENT made and entered into this day of , 2006, by and between
PACIFIC NW PROPERTIES, hereinafter called the first party, and TUALATIN VALLEY WATER DISTRICT, hereinafter
called the second party, WITNESSETH:
WHEREAS: The first party is the record owner of the real property in Washington County, State of Oregon, to-
wit:
See EXHIBITS "A" and "B ", attached.
and has the unrestricted right to grant the easement hereinafter described relative to the real estate.
NOW THEREFORE, in of the premises and in consideration of $1.00 by the second party to the first party
paid, the receipt of which is acknowledged by the first party, it is agreed:
The first party hereby grants, assigns and sets over the second party an easement, to -wit:
The purpose of the easement is for installation and maintenance of a domestic water meter serving the "Tigard
Triangle Commons — Building Four" at 11740 SW 68 Parkway, Tigard, OR.
The second party shall have all rights of ingress and egress to and from the real estate (including the right from
time to time, except as hereinafter provided, to cut, trim and remove trees, brush, overhanging branches and other
obstructions) necessary for the second party's use, enjoyment, operation and maintenance of the easement hereby
granted and all rights and privileges incident thereto.
Except as to the rights herein granted, the first party shall have full use and control of the above - described real
estate.
The second party agrees to save and hold the first party harmless from any and all claims of third parties arising
from the second party's use of the rights herein granted.
The period of this easement shall be continuous, always subject, however, to the following specific conditions,
restrictions and considerations:
PAGE 1 of 2 EASMENT TigardTrlangleCommonsE7000.doc
•
The second party shall be responsible for restoration of the site following installation of the meter vault and
restoration of any landscaping materials damaged during construction or maintenance activities.
During the existence of this easement, maintenance of the easement and cost of repair of the easement, if
damaged by natural disasters or other events for which all holders of an interest in the easement are blameless,
shall be the responsibility of the second party. During the existence of this easement, holders of an interest in the
easement who are responsible for damage to the easement because of negligence or abnormal use shall repair the
damage at their sole expense. The First Party shall be responsible for mowing of grass and maintenance of
landscape materials (trees, shrubs and the like) during the existence of this easement.
This agreement shall bind and inure to the benefit of, as the circumstances may require, not only the parties
hereto but also their respective heirs, executors, administrators, assigns, and successors in interest.
In construing this agreement, where the context so requires, the singular includes the plural and all grammatical
changes shall be made so that this agreement shall apply equally to individuals and to corporations. If the
undersigned is a corporation, it has caused its name to be signed and its seal, if any, affixed by an officer or other
person duly authorized to do so by its board of directors.
IN WITNESS WHEREO e parties have agreed this day of , 2006.
PACIFIC NW PROP r - S TUALATIN VALLEY WATER DISTRICT
(FIRST PAR ��� (SECOND PARTY)
By: /<f/I BY:
P ' ted Na)ne &_Signature Gregory DiLoreto
7 1-1 -FVI Q Ti Title General Manager
STATE OF OREGON) STATE OF OREGON)
County of Jill , County of Washington
Pers IIy app argcef re me on the JL) Personally appeared before me on the
da o , 006, the above named 1751M day of , 2006, the above named
, and acknowledges the foregoing of the Tualatin Valley Water
Easement to be his /her /its voluntary act and deed. District, and by the authority of its Board of
Commissioners acknowledges the foregoing Easement
to be his/herrits voluntary act and deed.
NOTARY PUBLIC FOR OREGON -•�1,� NOTARY PUBLIC FOR OREGON
My Commission Expires: 1 61 emu/! g My Commission Expires:
OFFICIAL SEAL
KRISTIN L SLOCUM J
TARY PUBLIC - OREGON
C N ()
1 MY COMMI SSION EX- N OCT. O. 1 383944 2008 1,
PAGE 2 of 2 EASMENT TigardTriangleCommonsE7000.doc
/ Exhibit "B"
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ti
SW ATLANTA ST. - C Il liiii 1111IU, W� a -
II
WATERLINE EASEMENT °' ailllill►III `
3 y J
S W BAYLOR ST.. y n I SE 1/4 SEC. 36, T.1 S., R.1 W., W.M.
4 _ . i 10. ,..._
City of Tigard, Washington County, Oregon SCALE: 1" = 60'
I /
SW CLINTON ST. - DATE: 09 —13 06
N —
S DAR 6 7 N.T.S. o REGISTERED
"' S 00 °00'44 °W — LAND PROFESSION A
b SW 67TH AVENUE I E ,
W 44 I Pg
r 1 I I I I m x ��7.7� e,
I I CO — — I:4 JULY 13, 2004
co I I I
- - I I I DOC. NO. 2006043635 I ( — n= 89 °57'S6�' ANTHONY B. R '
58833 �
I I I I I I =43.00' ' O
- — cip I ors di I I g I cs I I E I- — CH = N 44 °59'42 "E - — E. EXPIRES DECEMBER 31, 2006
C = 60.79' I Z
to I I I I i a
— —
I I I I I I I I ��� U Surveyor:
I I I I I C* $ I ' 4a ) I _ Weddle Surveying
to � >_ - --I - 1750 . SW Skyline - 1vd. CV Suite 105
- - - - - - �- - i $ I- r' � — i I I 30' I 30' Portland, OR 9721-2544
-- I ► I I Q Q cS I I I I I— 3 Ph. (503) 292-8138,3
1 Q � " I I _
c , I o 1 ► �' I :° I 1 0 I m i g Fax: (503) 292 -0038
iL
� I I I I I in
i
to I I I N 190 °00'g0 °E I I I N 92 co °010'00' W L. _ vl
;lb o 4 14 I I I , ' S 00°00'00 "E I co
W
L.. I I .00' I $ 02 °21'42 "E
1 61 l I 83.62'
T.P.0�6. 15 ; A = 87 °39.40„ 'I o R = 25.00'
WATERUNE EASEMENT 10 L = 38
242.33' I in CB= S 46 °11'32 "E
S 00 °04'15 "E — S 00 °04'15 "E _ C = 34.63' — — —
EAST UNE STREET DEDICATION SW 68TH PARKWAY
— DOC. NO. 2005138311
NORTHWEST CORNER OF LOT 9,
(----
BLOCK 8, WEST PORTLAND HEIGHTS
JOB NO. X721 H2OE