24934 PE-1414F
` -s INLAND PACIFIC ENGINEERING, INC.
May 5, 1997
R
IPE W. 0. #96111
~Y ~ 6 '~997 -
V
Spokane County Public Works Department .
Development Engineering Services CGUHn ENGINEER
1026 W. Broadway Avenue ~ Spokane, Washington 99260-0170
Attn: Ed Parry, Jr., P.E.
RE: Riverwalk 7th Addition (P1414-F)
Barker Road Improvements - Submittal
Dear Ed:
t
Enclosed please find the following as part of the submittal of the above referenced project for
your review and acceptance:
■ A completed submittal checklist.
■ 2 sets of mylars of the Barker Road Improvements, stamped, signed and dated by the
Project Engineer, Todd Whipple and signed by the sponsor.
■ A revised pavement design letter, stamped, signed and dated by the Project Engineer,
with supporting calculations. ■ Comments from Spokane County in a letter dated April 30, 1997 have been addressed
as follows :
Item 4a. (Previous comment)The proposed `208' ponds are flat-bottomed, as
reflected on the pond details. (See Sheet 13D) A berm elevation for
each pond is called out, setting the elevation 0.2' above the curb inlet
top of curb elevation.
Item 12a. , Comment deleted per our phone conversation of May 1, 1997.
r
Item 3a. ]Three soils samples have been evaluated as requested. The results
- are enclosed.
Docwnent14611l LsuD4
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
. 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
1
. Spokane County
May 6, 1997
Page 2
Item 3b. he design parameters for the pavement section have been modified
as requested. The calculations are enclosed, and the cross section
detail on the plans reflects the new design.
Item 4a. ~omment deleted per our phone conversation of May 1, 1997.
Item 4b. jpipe crossing is shown in curb profile as requested.
Item 4e. The pipe type was originally corrugated C.P.E., but has been
Xhanged to CMP. The drainage calculations did not change, as the
Manning's "n" value remains the same.
Item 4d'. The grass turf note in the swale section detail has been modified as
requested.
Item 5a. See Item 4c.
Item 5b. Curb inlet lengths in the continuous grade condition have been
adjusted as requested.
Item Sc. The curb inlet in sump condition has been widened to reduce the
ponding width in Barker Road.
Item 6. The centerlines of Mission Avenue, Indiana Avenue and Barker
iRoad form 3 sides of the basin limits shown on the Basin MaP.
The sidewalk, located 67 to 73 feet east of the Barker Road
centerline, forms the east boundary of the basin limits. The elevation of
the front of walk is set 0.2' above the top of curb elevation as shown on
the cross section detail, cutting off any flow to the basin from the east.
The Riverwalk 1 st Addition street plans indicate a swale along Indiana
Avenue, and the sidewalk location cuts off any water from that area
draining to the ponds on Barker Road.
p Item 11. V/Doug Birch has authorized Todd Whipple to sign the plans in his
absence. A copy of the authorization is enclosed with this submittal.
Dotwmentl961l i lsrrb4
~
. ,
Spokane County
May 6, 1997
Page 3
Item 12. The Riverwalk Homeowners Association will maintain the swale
landscaping. Appropriate language will be incorporatedinto the HOA
documents to that effect.
We are requesting acceptance of the enclosed plans. Your prompt attention to this submittal
would be greatly appreciated. Please call if you have any questions.
Sincerely,
Inland Pacific Engineering Company
4".,4 e4~~
Todd R. Whipple, P.E
TRW/skm
Enc.
cc: Pacific Properties, Inc. - Doug Birch
File
Documrnt 1961111tub4
~ - . a • SPl7KANE COL1NTY INTERIM R4AD & DRAINAGE
~
A
'SUBMITTAL CHECKLIST
. .
PROJECT # P(4 t'41: DATE: 6/5/~l -7
PROJECT NAME:
PROJECT SPONSOR: TEI 0
PROJECT ENGINEER: -FOU) Wi'~I P PLE. -PC-. TFT At
(Road & Drainage Plans) -F4T ~ L•S. ~S~ -Cd~40
PROJECT SURVEYOR: TE1 #
(pW) "
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING TTEMS.
' GENERAL TTEMS
Yesn00»/A❑ 1. A signed "AGREEMENT TO PAY FEFS" form has been submitted to Spokane County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
ve3E5r,o0x/A❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporated in this plan submittal. ,
. PROJECT DESIGN
YauNOON/A❑ 1. I have completed a minimum of one pre-design meeting with Spokane County Development Engineering
Services Engineers where agreement was reached on drainage design approach. .
YesuxoON/A❑ 2. I liave included the results of any geotechnical testing that is required by the design approach to verify design
parameters.
YeS2nrobN/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edition.
YesurrZIN/A❑ 4. The road and drainage plans comply with the"STANllARD ROA.D PLAN" requirements for plan, profile, and
typical cross section elements contaiaed in"SFOKANE COUNT3t STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest ed.ition except as allowed through approved design deviations.
Ye9MNO0N/A❑ 5. The drainage report incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which are appr.opriate to demonstrate that the design meets all requirements of the Spokane
Counry Guidelines for Stormwater Management except as allow,ed through approved design deviations.
YesrJxoCIN/A❑ 6. A complete d.rainage basin map with time of concentration paths shown has been included with the detailed
hydrolog,y calculations. Drainage basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations. i
YC5EnoON/A❑ 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submitial.
Ye5ONo0wAv 8. I have included coPies of all aPproved DESIGN DEVIATIONS which are required for this project.
YCSKvouLA❑ 9. The Plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
YeSEr,oON/Au 10. I have included an ade9uate erosion control Plan and aPPlicable standard Plan notes.
YeSOxZIN/Au 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
. included proof.of their approvals.. -
YesBeNoCIN/A❑ 12. I have provided an acceptable means for perpetual mai.ntenance of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
YwONo5N/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy aXid consistency and
have submitted two copies of plans and (1) bound drainage report.
Uckplacv 1.O/May95 1
~ Y- • Iu~aderstand that the requirements noted above are the minimum requirements necessary to perform a cursory review of the project
d1plaris,.and that additional information should be included with this submittal as necessary.
J I anderstaud that this submittal will be checked for completeness prior to review, and that it will be retutned for further information
if it is found to be incomplete.
-I undetstand-that this submittal4ill no't be accepted for review (and placed on the review list) until sll required information has
been submitted.
Form completed by the responsible Engineer:
.
Company:
Address: ~ •~IU~[ ~eL)( ,(.1:,7 SCC.1 Te 200 5P0V-/g0 EF~ L,J,A- G1 G!?04
Date: 5 15 1q-7 Zip code
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: Accepted for review.
Returned for submittal of the following:
GENERAL ITEM # :
PROJECT DESIGN # : RESUBMIT"TAL ITEM • - -
Form retuned to: Company: -
Address:
Date: By: ,
Spokane County Public Works Development Services _
Uckplatvl.0/May95 2 '
7
~
INLAND PACIFIC ENGINEERING, INC.
May 5, 1997
IPE W. 0. #96111
Spokane County Engineers
1026 W. Broadway Avenue
Spokane, Washington 99260-0170
Attn: Edward J. Parry, Jr. P.E.
Re : Riverwalk 7th Addition (P1414-F)
Barker Road Improvements, Additional Soil Testing
Dear Ed:
We are pleased to provide herein results of gradational analyses performed on soil samples
obtained from the above referenced project. Samples S-3,4 and 5 were obtained from Barker
Road, with approximate stations, offsets from existing centerline, and sampling depths shown
on the attached site plan. A USCS soil classification of GM was determined for each of the 3
samples. The soil samples and locations were obtained under our direct supervision, and we
certify that the results of the analyses are correct for the samples tested.
If you should have any questions regarding this letter, please call me at 458-6840.
Sincerely,
Inland Pacific Engineering Co -
pE
ov.wAS
Jerr P rson, P.E. - S
Ge chnical Engineer
R%is ~
' ~SS~~NAL ~G
Enc.
cc: Pacific Properties, Inc. DOMBirtIV27l9-7 ~
File
Docwnent196 I 1113 H olu
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
~ I I I I
I ~Q ~ lZ i
~ i i~~i
~ I~~~ ~ W w 1 19+23.87 (BARKER ROAD)=
m~ ~ 10+00 (INDIANA AVE.)
~ I QV)l
~ L--------------~ L--------------1 L-----------
BARKER ROAD
13 _ 14 _ 15 _ 16 _ 17 _ 18 _ 19
Q . . , . , i-
;~i~~~
Z * I
OI
V) ~ S-3 S-2 S-1 S-5 ~Z ~~I
g I 1~ 00, 1.5' BELOW 3+75, ?2' BELOW 05' 75, 1.3' 24.5' PROPOSED PDEWALK ~ 9+20, ; RT. 1BELOW Q Z
LLJ
EXISTING ADJACENT EXISTING ADJACENT EXISTING ADJACENT EXISTING ADJACENT Z j
GRADES GRADES (RESILIENT GRADES (R-VALUE) GRADES - Q
MODULUS) -S-4
13+75, 24' RT.
0.6' - 1.5' BELOW
EXISTING ADJACENT GRADES
LEGEND
0 = AREA TO BE PAVED
S-5 = APPROXIMATE SOIL SAMPLE LOCATIONS
%N1. SCALE: 1" =100' /
/
~ INLAND
J
~ PACiFIc
V) ENQINEERINQ BARKER ROAD IMPROVEMENTS
~
~707 West 7t, - Suite 200 cW9, 45&-6W
S01 L SAM P LI N G LOCATI O N S
CD Spokane, WA 99204 FqX: 458 -8844
(509) ~ DATE: 05/05/97 ~
GRAN SZE DSTRBUTON . .
PROJECT NO.: 96 111 PROJECT NAME.- BARKER ROAD, SAMPLE N0. 34, EXPLORATION S-3
197 STA. 1 1+00. 25' RIGHT, 0.8 TO 1.5'
pqTE; OS/Q4
SIZE OF OPENING IN INCHES U.S. STANDARD SIEVE SIZE I HYDROMETER
100 ~ ~ 1.5 3/d' 3~ 4 81~0 18 20 30 40 5060 8?100 200 -100
, ga....----- -i------ -90
80...------ ...y~--- -80
~
_
0 70 70
~yJ -
~
BO•-•-----i • - BO
m
. ~
w 50-•------- - , -50
z
LL.
~ 40-•------- -40
Z
W
U 30-•------- - 30
~
L1.)
CL
20•~----___ -20
10-•------- - 10
o ~ r o
1000 100 -t o 1.0 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
C08BLES GRAVEL --OARSd MEDIUM I F1NE FlNES (SILT, CLAY)
SAND
EXPLORATION SAMPLE DEPTH % MOISTURE % PASSING 200
~ S-3 ~ 34 10.8'-1.5' ~ 10% ~ 19.6 ~
U.S.C.S. CLASSIFICATION GM
~ INLAND
PACiFrc
~ ENarNEERINQ
GRA N S ZE D STR BUT ON
PROJECT NO.: 961 11 PROJECT NAMF-- BARKER ROAD, SAMPLE N0. 36, EXPLORATION S-5-
DATE: 05/04/97 STA. 17+20, 22' RIGHT, 0.9' TO 1.7'
SIZE OF OPENING IN INCHES U.S. STANDARO SIEVE SIZE I HYDROMETER
100 I j5 3 14" 3/8" 4 810 16 20 30 40 5060 80100 200 o0
90-••------ 90
80-••------ -80
~
0 70•-------- 70
w
3r.
so•-------- - so
m
cr
w 50...------ -50
z
LL-
F- 40•-------- -40
Z ~
LJ.J
~ ~------i
V 30-- •------i 30
W
~
20•-------- 20
~o...------ - 10
o . ~o
1000 100 10 1.0 0.1 0.01 0.001
GRAIN SIZE IN MILLIMET'ERS
OARSE~ MEDIUM I FlNE
-
COBBLES GRAVEL FlNES (SILT, CLAY)
SAN D
EXPLORATION SAMPLE DEPTH % MOISTURE % PASSING 200
S-5 ~ 36 10.9'-1.7' 1 9.2P..' 17.47.
( ~ ~ . .
U.S.C.S. CLASSIFICATION GM
~ IHLAND
PACtFlC
~ EN4INEERINQ
GRA N S ZE D STR BUT ON
PROJECT NO.: 96111 pRojECT NqME; BARKER ROAD, SAMPLE N0. 35, EXPLORATION S-4
pqTE; 05/04/97 STA. 13+75, 24' RIGHT. 0.6' TO 1.5'
SIZE OF OPENING IN INCHES U.S. STANDARD SIEVE SIZE I HYDROMETER
100 1i5 3/4" 3 ~8" 4 8 1~0 1620 30 40 5060 80100 2~ -100
90••------- - -90
80--------- 80
H
_
w 70-•------- -70
31.
gp.,.------ -60
m
W 50-•------- •
- 50
Z
LL
~ 40..------- -40
11J \
V 30-•------- -30
~
W
a..
20...-----i - 20
10...----~- - 10
~ o ro
. 1o00 ioo i o 1.0 0.1 0.01 0.001
_ GRAlN SIZE IN MILLIMETERS
COARSd MEDIUM I FINE ~
COBBLES GRAVEL SAND F1NES (SILT, CLAY)
EXPLORATION SAMPLE -DEPTH % MOISTURE % PASSING 200
S-4 ~ 35 ~ 0.6'-1.5' ~ $•77o ~ 16.6
U.S.C.S. CLASSIFICATION GM
~ INLAND
PACiFIc
~ ENQINEERINQ
1993 AASHTO Pavement Design
DARWin(tm) Pavement Design System
A Proprietary AASHTOWARE(tm)
Computer Software Product
Flexible Structural Design Module ~
Barker Road N. of Mission
Flexible Structural Design Module Data
18-kip ESALs Over
Initial Performance Period: 6,114,056
Initial Serviceability: 4.2
Terminal Serviceability: 2.25
Reliability Level 90
Overall Standard Deviation: .45
Roadbed Soil Resilient Modulus (PSI): 23,004
Stage Construction: 1
Calculated Design Structural Number: 2.99
. Page 1
Specified Layer Design
Struct. Drain.
. Coef. Coef. Thickness Width Calculated
Layer Material Description (Ai) (Mi) (Di) (in) (ft) SN
1 ACP .4-2- 1 5 :36 1-.TU
2 CSTC .14 .95 9 36 1.20
Total - - - 14.00 - 3.30
Page 2
Rigorous ESAL Calculation
Performance Period (years): 20
. Two-Way Daily Traffic (ADT): 9,800
Number of Lanes In Design Direction: 1
Percent of All Trucks In Design Lane 100
Percent Trucks In Design Direction 50
Growth: Simple
Percent Annual Average Initial Truck Annual % Growth Accumulated 18K ESALs
Class of ADT % Growth Factor (ESALs/truck) in Truck Factor over Performance Period
1 Z 3.5 .00OU3 U 19
2 86.48 3.5 .0002 0 8,250
3 5 3.5 .02 0 47,696
4 .02 3.5 2.57 0 24,516
5 .5 3.5 1.5 0 357,721
6 .5 3.5 1.8 0 429,266
9 5.5 3.5 2 0 5,246,579
Total 100.00 - - - 6,114,056
Page 3
Barker North of Mission - Northbound Lane Barker North of Miss
July 15-19,1996
Day Time Count Day Time Count Day Time Count Day Time Count Day Time Count Time Average
Tues 0 41 Wed 0 28 Thurs 0 37 Fri 0 47 0 38
Tues 1 27 Wed 1 24 Thurs 1 15 Fri 1 26 1 23
Tues 2 11 Wed 2 11 Thurs 2 30 Fri 2 18 2 18
Tues 3 15 Wed 3 21 Thurs 3 18 Fri 3 11 3 16
Tues 4 37 Wed 4 28 Thurs 4 17 Fri 4 16 4 25
Tues 5 106 Wed 5 108 Thurs 5 104 Fri 5 79 5 99
Tues 6 167 Wed 6 175 Thurs 6 185 Fri 6 135 6 166
Tues 7 181 Wed 7 161 Thurs 7 181 Fri 7 180 1 176
Tues 8 174 Wed 8 157 Thurs 8 179 Fri 8 187 8 174
Tues 9 185 Wed 9 169 Thurs 9 183 Fri 9 199 9 184
Tues 10 256 Wed 10 220 Thurs 10 198 Fri 10 266 10 235
Tues 11 254 Wed 11 255 Thurs 11 248 Fri 11 260 11 254
Mon 12 324 Tues 12 288 Wed 12 276 Thurs 12 293 Fri 12 165 12 269
Man 13 290 Tues 13 264 Wed 13 296 Thurs 13 269 13 280
Mon 14 303 Tues 14 315 Wed 14 293 Thurs 14 310 14 305
Mon 15 335 Tues 15 320 Wed 15 311 Thurs 15 352 15 330
Mon 16 402 Tues 16 390 Wed 16 431 Thurs 16 433 16 414
Mon 17 417 Tues 17 414 Wed 17 427 Thurs 17 446 17 426
Mon 18 309 Tues 18 334 Wed 18 355 Thurs 18 323 18 330
Mon 19 218 Tues 19 232 Wed 19 236 Thurs 19 251 19 234
Mon 20 239 Tues 20 223 Wed 20 215 Thurs 20 203 20 220
Mon 21 178 Tues 21 181 Wed 21 150 Thurs 21 173 21 171
Mon 22 121 Tues 22 98 Wed 22 82 Thurs 22 98 22 100
Mon 23 55 Tues 23 65 Wed 23 55 Thurs 23 43 23 55
4540
~
Barker North of Mission - Southbound Lane Barker North of Miss
July 15-19,1996
Day Time Count Day Time Count Day Time Count Day Time Count Day Time Count Time Average
Tues 0 34 Wed 0 0 Thurs 0 43 Fri 0 31 0 36
Tues 1 26 Wed 1 0 Thurs 1 24 Fri 1 20 1 23
Tues 2 19 Wed 2 0 Thurs 2 22 Fri 2 21 2 21
Tues 3 25 Wed 3 2 Thurs 3 25 Fri 3 16 3 22
Tues 4 57 Wed 4 2 Thurs 4 47 Fri 4 33 4 46
Tues 5 99 Wed 5 4 Thurs 5 95 Fri 5 71 5 88
Tues 6 268 Wed 6 16 Thurs 6 259 Fri 6 257 6 261
Tues 7 392 Wed 7 34 Thurs 7 349 Fri 7 343 - 7 361
Tues 8 315 Wed 8 30 Thurs S 317 Fri 8 316 8 316
Tues 9 303 Wed 9 26 Thurs 9 280 Fri 9 283 9 289
Tues 10 290 Wed 10 28 Thurs 10 287 Fri 10 369 10 315
Tues 11 340 Wed 11 35 Thurs 11 294 Fri 11 331 11 322
Mon 12 326 Tues 12 310 Wed 12 37 Thurs 12 288 Fri 12 148 12 268
Mon 13 315 Tues 13 289 Wed 13 38 Thurs 13 270 13 291
Mon 14 374 Tues 14 284 Wed 14 46 Thurs 14 306 14 321
Mon 15 409 Tues 15 422 Wed 15 39 Thurs 15 431 15 421
Mon 16 443 Tues 16 429 Wed 16 382 Thurs 16 400 16 414
Mon 17 362 Tues 17 423 Wed 17 509 Thurs 17 415 17 427
Mon 18 340 Tues 18 204 Wed 18 296 Thurs 18 285 18 307
Mon 19 214 Tues 19 8 Wed 19 217 Thurs 19 206 19 212
Mon 20 209 Tues 20 7 Wed 20 192 Thurs 20 219 20 207
Mon 21 170 Tues 21 8 Wed 21 133 Thurs 21 147 21 150
Mon 22 103 Tues 22 11 Wed 22 80 Thurs 22 91 22 91
Mon 23 48 Tues 23 5 Wed 23 50 Thurs 23 50 23 49
5259
Overall Drainage Coefficient, Ca
The drainage coefficient, Ca, incorporates the effect of drainage on rigid pavement life. The effect of
drainage on pavement pertormance is a function of the quality of drainage (i.e., the time required for the
pavement to drain) and the amount of time during the year that the pavement structure is exposed to
moisture levels approaching saturation. It is up to the design engineer to determine the relative levels of
each of these values for the specific conditions being considered for design. The quality of drainage
depends on the permeabilities of the base and foundation materials, the design of the structural cross
section, and the presence of edge drains. The amount of time during the year that the pavement will be
exposed to near saturation levels is a function of precipitation and evapotranspiration characteristics that
are inherent to a particular climatic region. Guidance on the selection of the drainage coefficient is
provided in the following table:
Percent of Time Pavement Structure is Exposed to Moisture Levels Approaching
Saturation
Quality of Less Than Greater Than
Drainage 1% 1- 5% 5- 25% 25%
Excellent 1.25 - 1.20 1.20 - 1.15 1.15 - 1.10 1.10
Good 1.20 - 1.15 1.15 - 1.10 1.10 -1.00 1.00
Fair 1.15 -1.10 1.10 - 1.00 1.00 - 0.90 0.90
Poor 1.10 - 1.10 1.10 - 0.90 0.90 - 0.80 0.80
Very Poor 1.00 - 0.90 0.90 - 0.80 0.80 - 0.70 0.70
Where:
Quality of Drainage Water Removed Within
Excellent 2 hours Good 1 day
Fair 1 week
Poor 1 month
Very Poor Water will not drain Ref: 1993 AASHTO Design Guide, Part I, Section 1.8, p.'I-27.
1993 AASHTO Design Guide, Part II, Section 2.4.1, p. II-22.
lt2
. . ~ '
INLAND PACIFIC ENGINEERING, INC.
Post-It" Fax Note 7671 Date 57/?M-7 Ipa°ges~ r
' To .1~ML C~ iaL4 From4~2-. Wl
May 2, 1997 coMePt. "Fpd,-; co. s P LZ ~
W.O. 96111 Phone #(2C&) 64 (1 _ G! ~t ,(r Phon~ y) ~p~_&~Q
o 1 _
~
Pacific Properties F~ "?`~75 JF~ ~'V~ - Cab44-
14410 Bel-Red Road. . • Bellevue, WA 98007
Attn: Doug Birch _
Re: Riverwalk 7th Addition - Barker Road Improvements
Dear poug:
As I mentioned to you on the phone recently, we need your signature on the street and storm .
drainage plans being submitted for the above referenced project. By your signature below, we
have your permission to sign the mylaz plan set for submittal. Todd will sign for you.
Thanks for your prompt response. If you could fax this back to me, I'd appreciate it.
Sincerely,
D PACIFIC ENGINEERING COMPANY
c./ ~ ' .
7z
Susan Murphy
Developer's Approval . Date sm . cc: file -
J:IDocuments1961I lldougsig
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, VVA 99204 . Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
lNLAND PACIFIC ENGINEERING
PROJECT INFORMATION TYPICAL SECTION DATA
Project, BARKER ROAO Roadway half width ENTER-> 35
Job No.: 96111 Road Name ENTER-> BARKER
Disc.No.: Left or Right ENTER-> RIGHT
Fife Name: PVDSGN.WB2 Edge Type EDGE OF ASPHALT
Cafculated 8y: MPI Statron fnteNal ENTER-> 25
~
DIST. OISTFROM E.P. ELEV. EP. ELEV.
EDGE(IXSi) GL TO % SLOPE EDGF CENTERUNE (4.5% from (-2'/ from Edge Pave.
CJL % SLOPE PAVEMENT SAWCUT GL TO PAVEMENT TO GUTrER sawcut to sawcut M SELECT- to Gcrtter Edge of Pv. TOP OF
STATION ELEVATTON GL ELEVATION (IN fEE1) SAWCUT % SLOPE (IN FEEn edge of pv) edge of pv) ED ELEV % GRADE %GRADF CURB EL.
1050 34.75 34.22 19.00 -2.79 - 35.00 33,50 33.90 33.93 34.32 1050
1075 34.48 -1.08 34.01 19.00 -2.41 -0.84 35.00 33Z9 33.69 33.63 -2.31 -1,20 34.02 1015
1100 34.31 -0.68 33.80 19.00 -2.68 -0.84 35.00 33.08 33.48 33.33 -2.94 -1,20 33.72 1100
1125 34.07 -0.96 33,58 19.00 •2.58 -0.88 35.00 32.86 33.28 33.03 -3.44 •1.20 33.42 1125
1150 33.85 -0.88 33.37 19.00 -2.53 -0.84 35.00 32,65 33.05 32.73 4,00 -1,20 33.12 1150
1175 33.62 -0.92 33.13 19.00 •2.58 -0.96 35.00 32.41 32.81 32.43 4.38 -1.20 32.82 1175
1200 33.41 -0.64 32,81 19.00 -3.16 -1.18 35.00 32.09 32.49 32.13 4.25 -1.20 32.52 1200
1215 33.16 •1.00 32,55 19.00 -3.21 •1.04 35.00 31.83 32.23 31.83 -4.50 -1.20 32.22 1225
1250 32.93 -0,92 32,33 19.00 -3.16 -0.88 35.00 31.61 32.01 31.63 4.37 -0.80 32,02 1250
1215 32.71 -0.88 32,10 19.00 -3.21 •0.92 35.00 31.38 31.78 31.43 4.19 -0.80 31.82 1275
1300 32,46 -1.00 31.85 19.00 -3.21 •1.00 35.00 31.13 31.53 31.23 -3.88 -0.80 31.62 1300
1325 32.19 -1.08 31.63 19.00 •2.95 -0.88 35.00 30.91 31.31 31.03 -3.75 -0.80 31.42 1325
1350 31.93 -1.04 31.48 19.00 •2.37. -0.60 35.00 30.76 31.16 30.83 4.08 -0.80 31.22 1350
1375 31,67 •1.04 31.30 19.00 •1.95 -0.72 35.00 30.58 30.98 30.63 4.19 -0.80 31.02 1375
1400 31.41 •1.04 31.00 19.00' •2,16 -1.20 35.00 30.28 30.68 30.43 .3,56 -0.80 30.82 1400
1425 31.11 •1.20 30.75 19.00 -1.89 -1.00 35.00 30.03 30.43 30.23 -3.25 -0.80 30.82 1425
1450 30.79 •1.28 30.33 19.00 -2.42 -1.68 35.00 29,61 30.01 29.90 -2.69 -1.32 30.29 1450
1475 30.47 -1.28 29.90 19.00 -3.00 -1.72 35.00 29.18 29.56 28.51 -2,06 -1.32 29.96 1475
1500 30.16 •1,24 29.56 19.00 -3,16 -1.36 35,00 28,84 29,24 29.24 -2,00 -1.32 29.63 1500
1525 29.88 •1,12 29.32 19.00 •295 •0.96 35.00 28.80 29.00 29.00 -2,00 -0.96 29.39 1525
1550 29.66 -0,88 29.17 19.00 -2.58 -0.60 35.00 28.45 28.85 28,80 -2,31 -0.80 29.19 1550
1575 29.52 -0.56 29.08 19.00 -2.32 -0.36 35.00 28.36 18.76 28.60 -3.00 -0.80 28.99 1575
1600 29.38 -0,56 28.96 19.00 •2.21 -0.48 35,00 28.24 28.64 28.40 -3.50 -0.80 28.79 1600
1625 29.20 -0.12 28.73 19.00 •2.47 -0,92 35.00 28.01 28.41 28.20 -3.31 -0.80 28.59 1625
1650 29.01 -0.16 28.54 19.00 •2.47 -0.76 35.00 27.82 28.22 28.00 3.37 -0.80 28.39 1650
1675 28.81 -0.80 28,36 19.00 -2.37 -0.72 35.00 27.64 26,04 27.80 -3.50 -0.60 28.19 1675
1100 28.65 -0.64 28.25 19.00 •2.11 -0.44 35.00 27.53 27.93 27,65 -3.75 -0.60 28.04 1700
1125 26,53 -0.48 28.14 19.00 -2.05 •0.44 35.00 27.42 27.82 27.50 4.00 -0.60 27.89 1125
1750 2842 -0.44 28.00 19.00 •2.21 •0.56 ' 35.00 27.28 27.68 27.35 4.06 -0.60 27.74 1750
1775 18.30 -0.48 27.85 19.00 •2.31 -0.60 35.00 27.13 27,53 27.20 4.06 -0.60 27.59 1775
. 1800 28,19 -0.44 27,72 19.00 •2.47 -0.52 35.00 27.00 27.40 27.10 -3.87 -0,40 27.49 1800
1825 28.11 -0.32 27.67 19.00 -2,32 -0.20 35.00 26.95 27.35 27,06 -3.81 -0.16 21.45 1825
1850 28.07 -0.16 27.66 19.00 •2.16 -0.04 35.00 26,94 27.34 27.1 -3.50 0.16 27.49 1850
1875 28,p4 -0.12 27.58 19.00 -2.42 -0.32 35.00 26.86 27.26 27.2 -2.37 0.40 27.59 1875
>
r
J:IDOCUMENTl961111PVDSGN.WB2 1 04130l97
ENGINEER'S REVIEW SHEET
AS BU[LT PLANS RECEIVED '
PLAT FILE # PE-1414F -
~
Related File 1# ( )
AARD #
Date to Review #
Date to AA & DR Time ' Date Received 05/17/1996
Project Name RIVERWALK 7TH ADD _ tvo. 1[.ocs 44 No. Acres
Range - Township - Section
SITE ADDRESS E BARKERIN MISSION PARCEL
Applicant's Name Phone #
Address - Phonc 2#
FL,OOD ZONE W S School Date Conditions Mailed ~
Billing Name MICHAEL MILLER Owner bbuG $rRo( Engineer
A,ddress PACIFIC PROP Address pAft fte. MQeMISS -5r*WOmpany INLAND PACIFIC ENGINEERI
14410 BEL-RED RD ( qq{p $~~~~,ep ql:p, $410tddress 707 W 7TH AVE STE 200
BELLEVUE WA 9$007 City SPOKANE,WA 99204
Signed MICHAEL MILLER phone Phone/FAX (509)458-6840 FAX (509)458-68
Phone 206)644-2310
Date
Building Contact Person: , Phone #f 456-3675
'Da~~ Submitted i Description Initials
~ ~
• ,'~17l199b DATE FEES RECEIVED
I I DATE PRIORITY FEES RECEIVED COPY TO ACCQUNTING . '
- - - _ r - -
FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTIN
I 1 NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED
- - , ,
;-DESIGN DEVIATION SUBMITTEDIDATE COMPLETED - MAILED t ~//~!i'
~ I1 ALTERATION T4 PLAT - BLOCKS & LOTS ' -
~ 1 ! BOND QUANTITIES FOR DR.AINAGE ITEM CALCULATED
DATE BOND RECEIVED - BOND AMOUNT RECEIVED ~
- - -
I/ DATE BOND RELEASED - DATE AS BUILT RD PLANS I I
HEARING EXAM APPROVED )EN1ED 'PEALED BCC
APPEALED PROJECT _ AYYROVED -ENIED
STAMPED MYLARS TO PERMIT TECHNICIAN (SYLISUZANNE)
, - - - f- ~ .
STA]v1PED 208 LOT PLHN5 TO ADIVIINISTRATIVE ASSISTANT (SANDY) ;
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ENGINEER'S REVIEW SHEET
Date Submitted Description Initials
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DA'i'E FLBRUARY 14, 1997
EtOAI] NAME BARRER ROAD , CRPIRYT.1 #
NAME OF PLA,T RIVERWAT.K. 7TH ADDI'CION , Plat # P1414-F
ADDRE55 (3F BLDG NAME OF BL.DG PR.(7JECT BLDG# 139 S 20 T-21- R A3~..
FEDERALISTATE PROJECT # , PROJECT I.TMITS
EKTS'I'ING CdNIaZTIONS: PROPOSED IMpR0VEMENTS:
ROAD V1lYDTH 19r+ 2 -'12 t T;.ANLr. fi 11' Pr1,~~J!ATH
RQAD SrJRFACE A.CP 4+r ~,p aJjj1r CaTC
AVG. DAILY TP,AFFTC 9800 ADT 17.700 (20 YR - M
Current Traffic Count T?esign Year Tra:[ric +Count
PRO)ECT DESCRiPTiaN BARKER RUAD IMPR(}VLMENTS INCLllDE lfi' OF Nf?W PAVEMENT WIDTH~ TYPF B CURB
AbULOTTE~ 5~ FII'i~~TR_~ ACQ~ Tj~?QN 2~' Q,IDL~T ,~,a I}R.AINAGE. UTIy,~T.~ &S,~~~,P1' RA~.F;M~EI~-T
EAST OF BARKSR RQAU C]:NTEEtT,INE FROM MIaSTQN AVCNUE Tf) T%NDIANA AVENUF..
CRUSS SLnPLS OF GREA.TER T1iAN 4.5Z FROM SAti+1CUT EUGE OF FAVEMENT TO
nRppOSED p.ESX,",~N DEVIA'FXQN
GUTTER LINE„ LIMITCU TQ ARE-A WZTHIN 250' (}F BARKER ROAI3IINI}IAI+IA AVENUF INTERSECTI4N. ,
JUSTIFICATIQN:
MATCI[ING TU SAWCUT ELLV. OF EXI.UMG ASPUAI.T 'L' IKT,IS DE.ST sr~ OF CF= 5'L'OPE (2 - 4.5X) AND
CUTTER S'LOPF ( 0.8%) TO ADJDSTING E. O. P . ELFVATI4NS UNT LL B4TII CRITERIA ARE MET. TEIE FLAT
SAWCUT LINE GRADES IN THIS ARCA (STATIQNS 15+25 T4 :18+50) FC1RGE A CFIUTCE BLITWEEN MAINTAINING
X-SLOPL {}R GUTTER SI►O►PE, NUT BQTI1, WH.ILE FQRCTNG A SUMP AR.EA FQR DRAINAGE SaUTH U1? THE INTER-
SECTI4N I5 AC.SO A PRTO'RUY,x TIIE-.3ESIGN GME "QE 4. S-6.55% AKE IN AX_AFX-,A TH(!.T WZLTa BE iISFJ2_
BY TRAFFIC SLOWZNG llQWN TU T1TRN EAST ON TNDIANA AVFNUE. Na IMPR(}VEM]?NTS ARE BEII3G MADE NORTH
OF TN!]TANA AT THIS TIMF, SU "1'HAFFiC W lGL NOT BE TRAVELl'NC7 TN TNE AREA TNRUDGiI-TF.AFFIC SPFEDS. ,
SUBM[TTED BX SUSAN MURP PC, IFI~ ENGTNEFBIKG~ QMEANY. IH.Cr DATE FEB1tUARY 144 1937 .
ADDRESS 7(}7 WEST 7YH 1LyJMUET Si~~,,TE 200. 5,1![}KANI;, WA ZIP CODE 99204
PHONE # (50% 458--6840 (509)458-6844 (gAX)
**w'►**'" ADVUNI5TRAZTVE VARJANCE FEE OF $39.44 pAIDD TO SPOKANE COG`N'TY
1426 W BR4RDWAY, SPU[CANE WA 99260-4174 PH NE (509)456-3600 FAX (509)324-3478
-A'•EQUES"T WiLL NOT H8 [tEVIEWE OUT FUNDS-
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S P a K A N E ~ „ G O LJ N T Y
DIVISION OF EIVGINEERING AND ROADS • A DIVISIOIV OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Count,y Engineer Dennis M. Scott, P.E., Director
May 14, 1997
Todd Whipple, P. E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 200
Spokane, WA 99204
VIA FAX
SUBJECT: P1414F - Riverwalk 7th Addition; Barker Road
Curb Design Deviation Request Approval
Gentlemen:
I am enclosing a copy of the approved Design Deviation Request for this project. Please note that
the County Engineer's approval of this request is conditioned by a requirement that the curb
flowline will need to demonstrate adequate drainage when flow-tested after construction, due to
the shallow slopes on the flowline. If birdbaths remain after flow-testing, then the ponding
portions of the curb will need to be reworked to provide satisfactory drainage, prior to the County
Engineer's acceptance of the construction. I
If you have any questions, please call Ed Parry at 456-3600.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
~
Edward . P , Jr., P.E.
Plans Review Engineer
encls: Design Deviation Request
cc: project file
reviewer
Doug Birch, Pacific Properties, 14410 Bel-Red Road, Bellevue, WA 98007 (via surface rnail)
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~
. 7
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INLAND PACIFIC ENGINEERING, INC.
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February 18, 1997 SppKANE rOUNT1 IL MG1NEER
IPE W. O. #96111 Spokane County Public Works Department
Development Engineering Services
1026 W. Broadway Avenue
Spokane, Washington 99260-0170
Attn: Ed Parry, Jr., P. E.
RE: Riverwalk 7th Addition (P1414-F)
Barker Road Design Deviation
Dear Ed:
Enclosed please find a Request for Design Deviation for the proposed cross slopes on Barker
Road. As we had spoken about earlier on the phone, the flat street slopes at the sawcut line at
the approach to Indiana Avenue necessitates either maintaining a 2- 4.5 % cross slope OR a
minimum 0.0080 ft./ft. gutter slope, while designing a profile to allow the existing topography
to determine the approximate location of the low point for the entire basin. I hope this request
can be circulated promptly, as we had discussed. Your help in doing so would be appreciated.
Please call if you have any questions.
Sincerely,
Inland Pacific Engineering Company
Susan Murphy
cc: Doug Birch, Pacific Properties
oorunw,uiv61ii Uua!
707 West 7th • Suite 200 2020 Lakewcod Drive • Suite 205
Spokane, WA 99204 Cceur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 9 FAX: 208-769-7277
~
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COVER SHLET
SPOKANE COUNTY - ENGINEERS 2nd FLOOR
FAX # (509) 324-7655
PHONE # (509) 324-7655
1026 W. BROADWAY SPOI{ANE, WA 99260
HONE # (509) 956-3600
32
DATE: CD 7 FAX 458-6844
TO: Todd Whipple, P.E.
COMPANY: IPE
CITY/STATE:
NUMBER OF PAGES (INCLUDING COVER SHEET): -4~
FROM• Ed Plans Review, x257
. Parry, .E ( , )
SIIBJECT: P1414F - Riverwalk 7th Additioa; Barker Road
Design Deviation Approval
As requested by Susan Murphy of your office on 13 May 97. Please
note the conditions of approval. A copy will be sent via surface
mail to Doug Birch.
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Memorandum
Date: March 10, 1997
To: Inland Pacific Engineering (Susan Murphy)
From: Development Services (Ed Parry, P. E.)4V
Subject: P1414F - Riverwalk 7th Addition: Barker Road
Design Deviation for Cross-slopes
As I meiltioiied over the phone, we are returning this Design Deviation Request. Bill
Hemmings discussecf ttlis witli the County Traffic Engineer (Bob Brueggeman, P.E.); there are
concerns about the effect of the steep slopes on traffic safety. When the Barker Road
improvements nortll of Iildiaila are constructed, the new lane moves from a primarily right-turn
only situation to a rigli t-turil/tll rough situation, with higher traffic speeds expected. In addition,
the steeper cross-slopes will be a concern under icy road conditions.
Please re-evaluate tllis request, and let us know how this will be resolved. Thank you.
I
~
Memorandum
Date: May 9, 1997
To: Bill Hemmings, P.E.
From: Ed Parry, Pli-
Subject: P1414F - Riverwalk 7th Addition: Barker Road
Design Deviation for Cross-slopes
1 We had discussed this in March, and I had informed iPE that the steep cross-slopes were a
major concern. IPE has since re-worked the calcs to provide cross-slopes within the 2% to 4.5 %
range specified in the Standards.
2. The revised cross slopes result in very shallow grades on the gutter flowline - as low as 0.16%
(O.OOIb ftlft), but only for a distance of about 50'. Slopes are at 0.4 0(positive and negative) for
the 25' on either side of the very shallow area, and are generally at 0.6 % or better outside of the
0.4% zone.
3. Given what appears to be possible, we should recommend to the County Engineer that the
shallow gutter flowline slopes be accepted, with the condition that the flowline will need to
demonstrate adequate drainage when flow-tested after construction. If birdbaths remain after flow-
testing, then the ponding portions of the curb will need to be reworked to provide satisfactory
drainage, prior to the County Engineer's acceptance of the construction.
INLAND PACIFIC ENGINEERING
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PROJECT 1NFORMATJON TYPICAL SECTION DATA
Project: BARKER ROAD Roedway half widfh ENTER--> 35
Job No.: 96111 Road Nams ENTER-> BARKER
Disc.No.: LeR ar R;ght EN7ER-> RIGHT File Nama.' PYOSGN.W62 Edge Type EDGE OF ASPHALT
Calculated By: MPI Station InteNa! ENTER-> 25
I DIST. DfST FROA1 E P. ELEV. E P. E1EV. I
EDGE(D(Sn GL TO Y. SLOPE EDGE CENTFRUNE (4.39G !rom (1Y. from Edge Pave.
CJL Y. S10PE PAVEMENT SAWCUT CJL TO PAVEMENF TO GUTTER sawcut to sawcut to SELECT- to Gutfer Edge of Pv. TOP OF
STATJOH ELEVATlON C2 ELEI/ATlON (1N fEET) SAWCUT Y. StOPE (IN FEEn edge of pv) edge of pv) ED FLEV GRADE %GRADE CURB EL.
1050 31.75 34.21 19.00 -2.79 35.00 33.50 3390 33.93 34.32 1050
1075 34.48 •1.08 34.01 19.00 •2,47 -0.84 35,00 33.29 33.69 33.63 •2.37 •1.20 34.02 1075
1100 31.31 -0.68 33.80 19.00 -2.68 -0.84 35.00 33.08 33.48 33.33 -2.94 -1.20 33.72 1100
1125 34.07 -0.98 3358 19.00 •2.58 -088 35.00 32.86 33.26 3303 3.44 -1.20 33.42 1125
1150 33.85 -0.59 33.37 19.00 -2.53 -084 35.00 3265 33.05 32.73 -4.00 •1.20 33,12 1150
1175 33.62 -0.92 33.13 19.00 •258 -0.96 35.00 32.41 32.81 32.43 -4.38 •1.20 32.82 1175
1200 33,41 -0.81 32,81 19.00 -3.16 •1.28 35.00 32.09 32.49 32.13 -4 25 •1.20 32.52 1200
1225 33.18 -1.00 3255 19.00 -3.21 •1.04 3500 31.83 32.23 31.83 -4.50 •1.20 32.22 1225
1250 32.83 -0.91 92.33 19.00 -3.16 -008 35.00 31.61 3201 .31.63 -4.37 -0.80 32.02 1250
1275 32.71 -0.8e 32.10 19.00 -3.21 -0.92 35.00 31.36 31.78 31.43 -4.19 -0.80 31.82 1275
1300 32.16 -1.00 31.85 19.00 •3.21 -1.00 35.00 31.13 31.53 31.13 -3.88 -0.80 3162 1300
1325 32.19 -1.08 31.63 18.00 -2.95 -0.88 35.00 30.91 31,31 31.03 3.75 -0.80 31.42 1325
1350 31.93 •1.04 31.18 1900 -2.37 -0.60 35.00 30.76 31.16 30.83 -4.06 -0.80 31.22 1350
1315 31.87 •1.04 31.30 19.00 •1.95 -0.72 35.00 30.58 30.98 30.63 -4.19 -0.80 31.02 1375
1400 31.11 -1.04 31.00 19.00 •2.16 -1.20 35.00 30.28 30.68 30.43 -3.56 -0.80 30.82 1400
1425 31.11 •1.20 30.75 19.00 •1.89 •1.00 35.00 30.03 30.43 30.23 -3.25 -0.80 30.62 1425
1450 30.79 -1.28 30.33 19.00 -2.42 •1.68 35.00 29.61 30,01 29.90 -2.69 -1.32 30.29 1450
1475 30.17 •1.28 29.80 19.00 •300 •1,72 35.00 29,18 29.58 29.57 •2.06 -1.32 29,96 1475
1500 30.16 -1.24 29.58 19.00 •3.16 -1,36 35.00 28.84 29.24 29.24 •2.00 -1.31 29.63 1500
1525 29.88 •1.12 29.32 19.00 •2.95 -0.96 35.00 28,60 29.00 29,00 •2.00 -0.96 29.39 1525
1550 29.66 -0.88 29.17 19.00 -2.58 -0.60 35.00 28.45 18.85 28.80 -2,31 -0.80 29.19 1550
1575 29.52 •0.56 29.08 19.00 •2.32 -0.36 35.00 28.36 18,76 28.60 -3.00 -0.80 28.99 1575
1600 29.38 •0.58 28.96 19.00 •2.21 -4.48 35.00 28.24 16 64 2840 -3 50 •0,60 28,19' 1600
1625 29.20 -0.72 28.73 19.00 -2.47 -0.92 35.00 28.01 28,41 28.20 •3 91 -0,80 28.59 1625
1650 29.01 -0.76 28.54 19.00 -2.41 -0,16 35.00 27.82 28,21 2800 •3 37 -050 28.39 1650
1675 28.81 •0.80 28.36 19.00 •2.37 -0J2 35.00 27.64 2804 2780 •3.50 -080 28.19 1675
1700 28.65 -0.64 2815 19.00 -2.11 -0.44 35.00 27.53 11.93 27.65 -3.75 -0.60 28.04 1700
1125 28.53 448 28.14 1900 •2.05 •4,44 35.00 27.42 27.82 27.50 -4,00 -0.60 27.89 1725
1750 28.42 -0.41 28.00 19.00 -2.21 •0 56 35,00 27.29 27.68 27,35 -4 06 •0.60 27.74 1750
1775 28.30 -0.48 27.85 1900 -231 •0,60 35.00 27.13 27.53 11.20 -4 06 -0.60 27.59 1775
1800 28.19 -0.44 27.72 1900 •2 47 -0,52 35.00 27 00 27.40 2110 -3.87 -0 40 27.49 - 1800
1815 28.11 -0.32 27.67 1900 •2 32 •0.20 35.00 26.95 27.35 2706 -3.81 -0.16 27.45 r 1825
1850 28.07 -0.18 17.66 1900 •2.16 •0.04 35.00 2694 21.34 27.1 -3.50 016 27.49 1850
_ 1915 28.04 •0.12 27 58 1900 •2 42 -032 35.00 26 86 27 26 27,2 -2.37 0 40 27.59 1875
J IDOCUMENT1881111PVQSGN W02 1 04130197
1NLAND PACIFIC ENGINEERING
,
PROJECT INFORMATION TYPICAL SECTION DATA
Project: BARKER ROAD Roadway half width ENTER- 35
Job No.: 96111 Road Name ENTER- BARKER
Disc.No.: Left or Right ENTER-> RIGHT /
File Name. PVDSGN.W62 Edge Type EDGE OF ASPHALT
Calcalated By: MPI StaGon lnterva! ENTER-> 15
.
~
` I
DfST. DISTFROM E.P. ELEV. E.P. ELEV. ~
EDGE(EXST) C/L TO % SLOPE EDGE CENTERLINE (4.5% from (-Y% from Edge Pave.
C/L % StOPE PA VEMENT SA WCUT C/L TO PAVEMENT TO GUTTER sawcut to sawcut to SELFCT b Gutter Edge of Pv. TOP OF
STATION ELFVATION GL ELEVATION (lN FEEn SAWCUT % SLOPE (IN FFF7) edge of pv) edge of pv) ED ELFV % GRADE %GRADE CURB Ft.
I
1050 34.75 34.22 19.00 -2 79 35.00 33.50 33.90 33.93 34.32
1075 34,48 •1,08 34.01 19.00 -2.47 •0.81 35.00 33.29 33.69 33.63 -2,37 -1.20 34.02
1100 34.31 •0.68 33.80 19.00 •2.68 -0,8/ 35.00 33.08 33.48 33.33 -2.94 -1.20 33.72
1125 34.07 -0.96 33,58 19.00 -2.58 -0.88 35.00 32.86 33.26 33.03 -3.44 -1.20 33.42
1150 33.85 -0.88 33.37 19.00 -2,53 -0.84 35.00 32.65 33.05 32.73 -4.00 -1.20 33.12
1175 33.62 -0.92 33.13 19,60 -2.58 -0.96 35.00 32.41 32.81 32.43 -4.38 -1.20 32.82
1200 3341 -0.84 32.81 19,00 -3.16 •1.28 35.00 32.09 32.49 32.13 -4.25 -120 32.52
1225 33.16 •1.00 32.55 19.00 -3.21 •1.04 35,00 31.83 32.23 31.83 -4.50 -120 32.22
1250 32.93 -0.92 32.33 19.00 -3.16 -0.88 35.00 31.61 31.01 31.83 -4.37 -0.80 32.02
1275 32.71 -0.88 32.10 19.00 -3.11 -0.92 35.00 31.38 31.78 31.43 -4.19 -0.80 31.82
1300 32.46 -1.00 31.85 19.00 -3.21 -1.00 35.00 31.13 31.53 31.23 -3.88 -0.80 31.62
1325 32.19 -1.08 31.63 19.00 -2.95 -0.88 35.00 30.91 31.31 31.03 -3.75 -0.80 31.42
1350 31.93 -1.04 31.48 19.00 -2.37 -0.60 35.00 30.76 31.16 30.83 -4.06 -0.90 31,22
1375 31.67 -1.04 31.30 19.00 -1.95 •0.72 35.00 30.58 30.98 30.63 -4.19 -0.80 31.02
1400 31.41 -1.04 31.06 19.00 -2.16 -1.20 35.00 30,28 30.68 30.43 -3.56 -0.80 30.82
1425 31.11 -1.20 30.75 19.00 -1.89 -1.00 35.00 30,03 30.43 30.23 -3.25 -"0 30.62
1450 30.79 -1.28 30.33 19.00 -2.42 -1.68 35.00 29,61 30.01 29.90 -2.69 -1`32 30.29
1475 30.47 -1.28 29.90 19.00 -3.00 -1.72 35.00 29.18 29.58 29.51 -2.06 •1;32 29.96
1500 30.16 -1.24 29.56 19,00 -3.16 -1.36 35.00 28.84 29.24 29.24 -2.00 -f&2 29.63
1525 29.88 -1.12 29,32 19.00 -2.95 -0.96 35.00 28.60 29.00 28.91 -2.56 •62 29.30
1550 29.66 -0.88 29.17 19.00 -2.58 -0,60 35.00 28.45 28.85 28.71 -2.88 -Q;dO 29.10
1575 29.52 -0.56 29.08 19.00 -2.32 -0.36 35.00 28.36 28.76 28.51 -3.56 28.90
1600 29.38 -0.56 28.96 19.00 •2.21 -018 35.00 28.24 28,64 28.31 -4.06 _1*0 28.70
1625 29.20 -0.72 28.73 19.00 -2.47 -0.92 35.00 28.01 28.41 28,11 -3 88 4:010 28.50
1850 29.01 -0.76 28.54 19.00 -1.47 -0.76 35,00 27.82 16.22 27,91 -3 94 -0.00 28.30
1675 28.61 -0.00 28.36 19.00 -2.37 -0.72 35.00 27.64 28.04 27,71 -4 06 -0:180 28.10
1700 28.65 -0.61 28.25 19.00 -2.11 -0.44 35.00 27.53 27.93 27.51 -4862 -0.10 27.90
1725 28.53 •0.48 28.14 19.00 -2.05 -0.44 35.00 27.42 27.62 17.28 • 7 -0.92 27.67
1750 28.42 -0.44 28.00 19.00 -2.21 -0.56 35.00 27.28 27.68 27.21 -0m 27,44
1775 28.30 -0.48 27.85 19.00 -2.37 -0.60 35.00 27.13 27.53 26.82 -1.56 27.21
1800 28,19 -0.44 27.72 19.00 -2.47 -0.52 35.00 27.00 27.40 26.67 -{'a56 480 27.06
' 1825 28.11 -0.32 27.67 19.00 •2.32 -0.20 35.00 26.95 27.35 26.62 - -0.20 27.01•~ ~
1850 28.07 -0.16 27.66 19.00 •2.16 -0.04 35.00 26.94 27.34 26.67 19 020 27.06 (g+Z5
1875 28.04 -0,12 27.58 19.00 -2.42 -0.32 35.00 26.86 27.26 17.22 -2.25 120 27.61
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LAND PACIFiC ENGINEERING CO., INC. 12192
707 W. 7TH AVE., SUITE 200 WASHINGTON TAUST BANK
SPOKANE, WA 99204 SPOKANE, WA 99210-2127
(509) 458-6840 2e-e/1251 •
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POKANE COUNTY PLANNING ~
BEFORE S
IN THE MATTER OF GRANTING AN EXTENSION- )
oF-TIME REQUESTED FOR PE-1414-81 / PUDE-1-82
ZE-92-51, "RIVERWALK" (PREVIOUSLY "RIVERWAY VILLA") ~
AN APpROVED PRELIMINARY PLAT, PRELIMINARY ) FINDINGS oF FACT,
PLANNED UNIT DEVELOPMENT AND ZONE CHANGE ) CONCLUSIONS ANA
AND ) DECISION
GRANTING APPROVAL OF REVISED PRELIMINARY )
PLAT ANU PRELIMINARY PUD SITE DEVELOPMENT )
PLAN FOR "RIVERWALK". )
THIS MATTER, a request for an extension of time from Michael A. Hunt pursuant to a letter dated
August 16, 1994, has been received and decided upon (after an extensive review, redesign and
coordination with the applicant's engineers and the various agencies), pursuant to Spokane County
Subdivision regulation (Chapter III, Section G), Spokane Counry Zoning Code and RCW
58.17.140. .
AND THIS MATTER, a request for approval of a"Revised Preliminary Plat and Preliminary Site
Development Plan (PUD) of RIVERWALK" (previously Riverway Villa) as submitted by Inland
Pacific Engineering on May 19, 1995.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by Spokane County Planning.
2. The proposal for the time extension is located south of both the Spokane River and the
Washington State Parks Department's Centennial Trail property, east of and adjacent to
Barker Road, and north of and adjacent to Mission Avenue in Section 8, Township 25
North, Range 45 E.W.M., Spokane County, Washington. -
3. The Preliminary Plat and Preliminary Planned Unit Development (PUD) plans were
approved by the Hearing Examiner Corrunittee on Apri12, 1982. The development then
consisted of a manufactured home subdivision on 118 acres for 365 lots including open
space and one commercial lot. The preliminary plat approval also included a rezone from
Agricultural (A) to Residential Manufactured Home (RMH) with a(PUD) Overlay zone and
to Commercial (C) under the now expired, Spokane County Zoning Ordinance. Such zone
reclassifications are accomplished as each phase of the preliminary plat is finalized and
recorded with the County Auditor. No portion of the project has been recorded to date.
4. The Preliminary Plat, PUD and Zone Change original approvals were, in part, based on an
Environmental Impact Statement (EIS) prepared for the proposed project. However,
numerous changes have occurred since 1982, which require mitigating measures as new
conditions of approval.
5. The Findings of the August 5, 1993, Time Extension decision are included by reference
with this action to assure clarification of the below findings, decision and conditions.
6. At the time of the preliminary approvals, April 2, 1982, the Comprehensive Plan
designated this area as URBAN Category. The location is within the Priority Sewer Service
Area (PSSA) and the Aquifer Sensitive Area (ASA) Overlay Zone. The Comprehensive
Plan was adopted late 1980 with an effective date of January 1, 198 1. The URBAN
designation has remained the same since the 1982 preliminary approvals. The approved
original plans and zone changes continue to conform to the adopted Comprehensive Plan,
including the May 19, 1995, Revised Preliminary Plans.
7. On Febniary 24, 1983, the sponsor submitted a Final PUD Site Development Plan for the
southern portion (S 1/2) of the project and requested a change of condition to postpone the
Final PUD hearing of the northern portion (N1i2) for three (3) years. The request was
approved by the Hearing Examiner Committee (HEC) on April 14, 1983. The approved
Final PUD Site Development Plan for the S 1/2 of the site consisted of a maximum of 178
lots on approximately 50 acres, which excluded the proposed commercial property at the
southwest corner. The approved Final S 1/2 PUD Site Development Plan was different
from the Preliminary PUD Development Plan stamped "Received November 12, 1981.
Larger residential lots, consolidated open space, elimination of recreational improvements
and redesign of the roads were approved in 1983. The HEC approved a redesign of the
PUD that clearly deviated from the original conceptual "prelinunary PUD" map stamped
"Received November 12, 1981." The remaining N1/2 of the Preliminary PUD was
conditioned to acquire Final PUD Site Development Plan approval no later than May 1,
1986. After the Planning Department sent a late Expiration Notice to the sponsor, a Time
~
i. . .
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 2
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
7. continued
Extension Application was accepted July 1986, processed, public notice given and the
project was granted approval approximately October 1986. Therefore, this deadline was
administratively (see Finding No. 8., 10. and 11. below) extended which followed with
four additional administrative time extensions (see Finding No. 12. below). As a condition
of the last Time Extension approved on August 5, 1993, a one (1) year deadline was
imposed on this north Final PUD Site Development Plan approval with an expiration date
of September 1, 1994.
On March 24, 1994, before the above expiration date for the north Final PUD, the sponsor
submitted an overall (N1/2 and S1/2) Final PUD Site Development Plan for administrative
review and approval along with this time extension application. Since that submittal the
sponsor has proposed and received administrative approval to submit a revised overall
preliminary PUD, which improves the lot design, open space and road design. May 19,
1995, (over one year later) the revised "prelimunary PUD" was subm.itted and will be made
part of this time extension decision to create a clear record of the "revised preliminary plat"
and the "revised preliminary PUD."
8. On October 22, 1985, with Resolution Number 85-0900 the Board of County
Commissioners adopted the new Spokane County Zoning Code to be effective January 1,
1986. The new Chapter 14.704, Planned Unit Development (PUD) Overlay Zone,
established an administrative process to approve Final PUD site plans. The previous
Zoning Ordinance had required public hearings before the Hearing Examiner Committee to
approve Final PUD site plans.
9. The project area was zoned Agricultural (A) at the time of the April 2, 1982, preliminary
approvais. The existing zoning of the property described in the application is presently
zoned Urban Residential-3.5 (UR.-3.5), previously established as Agricultural (A) zoning
in 1957 (ZE-286-57) and redesignated to UR-3.5 on January 1, 1991, consistent with the
PROGRAM TO IMPLEMENT THE SPOKANE COUNTY ZONING CODE. Note, as each phase
of the preliminary plat is finalized and recorded with the Counry Auditor the existing UR-
3.5 zoning will be reclassified to comply with the original zone change approval on April 2, _
1982, pursuant the PROGRAM TO IMPLEMENT. The project area with the old approved
Residential Mobil Home (RMH) Zone will be substituted with the present Urban
Residential-7 (UR-7) and the present PUD overlay zone. The old approved Commercial
(C) Zone will be substituted with the present Community Business (B-2). Any
development of the proposed plat and planned unit development will need to conform with
the current Zoning, Planned Unit Development, and Subdivision standards. Pursuant to
RCW 58.17.195 the revised proposal as conditioned will conform to the requirements of
the approved zone change to UR-7 Zone with PUD Overlay Zone and the B-2 Zone.
10. March 18, 1986, Spokane County adopted specific criteria for administratively considering
the Extension of Time regarding the expiration of preliminary subdivisions. Extension of
time decisions no longer require a public hearing before the HEC. The time extension
criteria is found in Chapter III, Section G of the Spokane County Subdivision Ordinance
(Board of County Commissioner Resolution Number 86-0246).
11. October 1986, the Planning Department granted its first administradve (without public
hearing) time extension for 2 years under the authority of Chapter III, Section G of the
amended Spokane County Subdivision Ordinance. This 1986 Extension of Time approval
amended and extended the previous conditions of approval regarding all specific deadlines
of the April 14, 1986, Hearing Examiner Committee decision. This deadline extension
included the N1l2 Final PUD deadline of May l, 1986 (see Finding No. 7. above).
12. This Time Extension application is the seventh (7th) request for a time extension. The total
life of the Preliminary Plat, PUD and Zone Change has been 13 years and 2 months:
• April 1982 to April 1983 ...................Preliminary approvals - HEC
• April 1983 to April 1986 ...................3 years granted with change of conditions - HEC
• Nov 1986 to Dec 1988 ......................2 years (see Finding No. 11. above) - Ping. Dept.
• Dec 1988 to Jan 1990 2 years - Ping. Dept.
• Jan 1990 to Jan 1992 ........................2 years - Ping. Dept.
• Jan 1992 to Jan 1993 ........................1 year - Ping. Dept.
March 4, 1993 Time Extension Denied for lack of progress
March 12, 1993 Appeal of Denial and additional information provided
May 24, 1993 Time Extension administratively Approved with updated conditions
June 3, 1993 Appeal of new and updated conditions-of-approval
Aug 19, 1993 Hearing Examiner Committee public hearing scheduled and advertised
July 1993 additional information provided July 27, 1993 appeal withdrawn by Jim Reuter
July 29, 1993 withdrawal confirmed by project legal council, F. J. Dullanty, Jr. .
Aug 5, 1993 administratively amended the May 24, 1993 Time Extension conditions
~ August 1993 to September 1994.......1 year - Ping. Dept.
August 23, 1993 HEC withdrawal of appeal ORDER (see Finding No. 13. below)
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 3
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
12. continued
The above stated chxonology does not include the processing time for which approval had
lapsed during review or appeal of decisions for each time extension request. Complete and
timely requests for any future time extensions shall be consistent with RCW 58.17.140 and
Spokane County Planning Subdivision Ordinance. Timely requests for consideration of
time extensions are the applicantJdeveloper's responsibility as notices of expvration of
approval by Spokane County Planning are not regularly provided. When said notices are
provided they are done so only on a courtesy basis.
13. The appeal of the conditions of approval added to the administrative May 24, 1993, Time
Extension approval was advertised and scheduled for the August 19, 1993 Hearing
Examiner Committee (HEC) public hearing. Due to subsequent amendments made to these
conditions in the administrative August 5, 1993, Time Extension approval, the appellant,
Jim Reuter, withdrew his appeal by letter dated July 27, 1993, as did the project attorneys
by letter dated July 29, 1993. This appeal agenda item was not presented at the August 19,
1993, HEC hearing. Later, on August 23, 1993, the Hearing Examiner Committee signed
FINDINGS OF FACT, CONCLUSIONS AND ORDER which states:
ORDER "The Hearing Examiner Committee pursuant to the above Findings of Fact
and Conclusion, accepts the withdrawal by Jim Reuter, of the application of the
Preliminary Plat of PE-1414-81 described in the application known a Riverway Villa. "
MOTION "UNANIMOUS TO APPROVE THE WITHDRAWAL OF THE PRELIMINARY
PLAT OF RIVERWAY VILLA AND RENDER THE PRELIMINARY PLAT AND APPEAL OF
THE EXT'ENSION OF TIME NULL AND V4ID. "
This order and motion was based on Finding No. 2, which incorrectlv states:
"2. On July 29, 1993, Spokane County Planning received a written request from the
appellant, Jim Reuter, to withdraw the preliminary plat of Riverway Villa. 1'he
Hearing Examiner Committee, by accepting the withdrawal, renders the prelimincrry
plat nnd appeal of the extension of time null and void. "
The evidence within file PE-1414-81, including the withdrawal letters, indicates the
Preliminary Plat and PUD sponsors clearly intended to keep the project alive and, in fact,
only requested to wITHDRAW THE APPEAL from the August 19, 1993, HEC hearing
agenda, since the issues with the conditions of approval had been administratively resolved
with the County Prosecutor's Offce and Spokane County Planning administration. While
the August 23, 1993, Hearing Examiner Committee FIIVDINGS OF FACT, CONCLUSIONS
AND ORDER could have been written more clearly, all references to withdrawal gV,plies
onlv to the aPneal and not the overall preliminary approvals.
14. This development and its agprovals have exceeded.its four (4) year grace period (the first 3
year expiration period and 1 additional year) where additional conditions cannot be applied
to the original approval, as provided in RCW 58.17.140, ExTENSIONS. All time
extensions thereafter may have additional conditions of approval added or updated as each
subsequent time extension is granted. The upgrading of conditions allows Spokane
County to bring development approvals into compliance with present adopted policy and
regulations while addressing current conditions and resolving current problems or impacts.
15. The application for this time extension has been evaluated using the below adopted criteria.
These criteria are found in Chapter III, Section G of the Spokane County Subdivision
Ordinance and have been used as a basis for this time extension decision.
. Section G states; Approval of a preliminary subdivision shall automatically expire three
years a,fter preliminary approval is granted urtless a time extension is applied for. " and
follows with "Upon application for time extension, the Planning Director or designee may
administrativety approve extensions for up to three (3) year periods provided at least one of
the following circumstances is found to apply: '
1. That some portion of the existing preliminary plai has been fcnalized since the last
extension was granted and the remaining lots would fonn a unified development
consisteni with the original approval
RESPONSE: No portion of the site has been finalized or recorded as a final plat.
However, Phase 1(40 lots in the southwest corner with a public sewer system and
excluding the commercial site) is presently being reviewed for Final Plat approval to be
recorded with the County Auditor.
2. That the preliminary plat as approved remains consistent with the Generali.zed
Comprehensive Plan for Spokane County insofar as density and other development
provisions apply, and the sponsor has taken substantial steps towards finalizing his
plat, which shall include but not be limited to:
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 4
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
15. continued
2. continued
a. sctrveying the lots within the development,
b. arranging for public services to the site,
c. obtaining necessary frnancing for all or a portion of the preliminary plat,
d. the completion of stccdies or other requirements which were part of preliminary
plat approval. .
RESPONSE: Correspondence from North Idaho Engineering dated August 16, 1994,
indicates that progress has been made towards finalizing the project. The progress is
summarized as: .
a. Survey calculations of the entire first 37 (now 40) lot Final Plat Map have been
performed.
b. Public utilities to the site have been arranged.
c. Construction financing has been secured and is in place pending release of construction
permits by the Spokane County Engineering Department.
d. Sanitary Sewer Improvement Plans including lift station design have been submitted to
the Spokane Counry Utilities Department.
f. The Final PUD Plan for the southerly 1/2 of Riverway Villa has been approved and the
northerly 1/2 has been submitted for administrative review and approval as provided for
in Chapter 14.704, Planned Unit Development (PUD) Overlay Zone of the Spokane
County Zoning Code.
g. The mitigation agreement with the Central Valley School District has been executed.
h. Landscaping plans for Indiana Avenue have been submitted.
i. The draft declaration of covenants, conditions and restrictions, articles of incorporation
and bylaws have been submitted.
j. Soils testing has been completed the results of which have been incorporated into the
redesign of street and storm drain plans.
Since the above August 16, 1994, letter, North Idaho Engineering and-Inland Pacific
Engineering indicates that additional progress has been made:
1. The water plan for the first phase has been approved. The water system with fire
hydrants have been installed for the first phase. Consolidated IrrigaUion Water District
has accepted the water system and the contractor is has completed the pressure tests and
was in the process of flushing the system to pass health tests.
2. A dryline sewer system has been installed for the first phase.
3. Engineering design and plans have been prepared and submitted to WSDOT for boring
under the freeway. WSDOT has approved a boring perm.it.
4. Engineering design and plans have been prepared and submitted to WSDOT for Barker
& Freeway interchange right turn lane improvements. WSDOT has approved the I-90
eastbound right turn lane perm.it.
5. Electric, cable and gas utilities have been installed for the first phase.
6. Street grading for the first phase is completed and "red top" surveyed and staked ready
for asphalt.
7. Curb forms have been partially installed along Indiana for the first phase. It was "red
top" surveyed and staked ready for asphalt.
8. A model home building permit was issued and was being constructed.
9. Redesign of the "preliminary plat" and "preliminary PUD" plans are complete. 3. T'hat at the time preliminary approval was granted, development of the proposal was
conditioned upon the extension of public services wliich are not yet available. This
provision shall not apply to public utility extension which the project sponsor would
normally fund.
RESPONSE: This condition does not apply to the first 381ots however the developer
has as indicated in the August 16, 1994, North Idaho Engineering letter that preparation of
plans and documents to facilitate future phases have been expedited, including public sewer
for the entire project.
16. Spokane County Planning does find that the applicant has taken significant steps to finalize
all phases of the preliminary plat of record pnor to the September 1, 1994, expuation of the
preceding time extension (6th extension). During this present time extension review period
additional progress has also been made as indicated in FINDIlVG 15. above. The present
owners have purchased the entire preliminary plat. The sewer system has been designed, .
sized and partially installed to serve the entire preliminary plat, considerable engineering.
has been accomplished and is currently underway for a major portion of the preliminary
plat and a redesign of the preliminary pIaVPUD has been completed. Therefore the
applicanVowner has demonstrated sufficient progress to comply with the requirements of
Chapter III, Section G, of the Spokane County Subdivision Ordinance for extending the
expiration date of the preliminary approvals for three years.
• , ~ ~ ~i
June 14, 1995, Extension of Time File No. PE-1414-81 / Fage 5
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
17. Additional conditions for this time extension have been recommended by the various
reviewing agencies and departments, including Spokane County Planning, the County
Division of Engineering and Roads, the County Division of Utilities, the County Health
District the County Division of Buildings, the Washington State Department of
Transportation, Central Valley School District, the County Parks Department and Fire
District No. l. Said conditions shall be included in the appropriate sections of this decision
and shall not preclude previous conditions of approval for time extensions unless
specifically stated. If conditions conflict, the most current condition shall apply.
18. The Spokane County Parks Department has commented on the proposed Preliminary Plat
and PUD time extension pursuant a letter dated February 15, 1995. The Parks Department
has requested a voluntary agreement be completed between the Parks Department and the
property owner to mitigate impacts to the County Park system. A previous February 1,
1995, letter from Parks Director, Sam Angove, also indicates their desire to purchase 7.4
acres of the PUD open space adjacent the Centennial Trail at the north end of the project.
Counry legal counsel has indicated such agreements may be required. Spokane County
Planning recommends the property owner negotiate with the Spokane County Parks
Department to provide for appropnate capital facilities as required by the Revised Code of
Washington (RCW) 58.17.110. Approval of this time extension should include conditions
requiring that provisions for appropriate facilities be in place prior to recording this Final
Plat in the form of dedication of park land or a written agreement between the owner and
the Spokane County Parks Department. Note, property from this project along the
Spokane River was dedicated to Washington State Parks for the Centennial Trail.
19. The Central Valley School District No. 356 has commented on the proposed Preliminary
Plat and PUD time extension pursuant a letter dated February 21, 1995. The District has
indicated that existing school facilities are inadequate to serve the proposed Plat and PUD
and wishes to negotiate with the owner to provide adequate capital facilities as required by
the Revised Code of Washington (RCV) 58.17.110. Review by County legal counsel
indicates the condition requested by the School District can be required for developments.
Approval of ihis time extension should include conditions requiring that provisions for
appropriate facilities be in place prior to recording the Final Plat in the form of a written
agreement between the owner and the school district. Note, the school district indicates
there is an existing signed agreement. However, the request to add the standard condition
will assure that the existing and signed agreement will continue to be required and
maintained throughout the finalization of this project.
20. The following facts and conclusions are also relevant.
a. The applicant/owner should continue to show substantial progress toward
complying with Chapter III, Section G, of the Subdivision Ordinance before
requesting an additional extension of time for the remaining phases of the approved
Preliminary Plat / PUD which have not been filed.
b. By reference FllvDIIVGS of all previous approvals are specifically incorporated herein
unless otherwise stated. An attempt to include all previous and applicable Spokane
County Planning CONDTITONS OF A.PPROVAL within this time extension has been
made by Spokane Counry Planning. Due to the complex nature of this file
omissions may have occurred. If further clarification is necessary regarding
previous conditions, the file record and documents continue to be the authority and
shall be used to resolve such questions/determinations.
c. A part of the northern portion of the approved preliminary plat of record fell under
the jurisdiction of the Washington State Shoreline Management Act, RCW 90.58,
and the Spokane County Shoreline Program, WAC 173-19-400. Creation of the
Washington State Centennial Trail along the Spokane River has removed portions
of the original site from Shoreline jurisdiction. Review of the Revised PUD site
plan for the northern portion of the preliminary plat shows the portions of the site
that is still within the Shorelines area, designated "Conservancy." About 15 of the
proposed lots are partly within this 200 foot shoreline boundary; however, each of
these lots has a building site that is outside the 200 foot boundary.
d. The site is located witfiin an axea of Spokane County which was removed from the
sewer exemption area on July 1, 1994 by the Washington State Health Board
pursuant to WAC 246-272-100. The site is also located within the Priority Sewer
Service Area (PSSA). Any future time extension requests may be affected by the
new exemption boundary; however, the project is to be served by public sewer.
21. The site is located within the Public Transit Benefit Area (PTBA). Route # 18, Broadway
Feeder, provides connecting service to the Valley Park and Ride lot located on University
Avenue and 4th Avenue.
.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 6
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
22. The Spokane County Arterial Road Plan identifies Barker Road as a PRINCIPLE ARTERIAL
and Mission Avenue as a MINOR ARTERIAL. The existing roadway widths are inconsistent
with that specified in the adopted Arterial Road Plan. In order to implement the Plan the
County Engineer has requested a 5 foot reserve strip along Barker Road and a 10 foot
reserve strip along Mission Avenue to be designated as a Future Acquisition Area.
Preliminary plat approval also required dedication of an additional 15 feet of right-of-way
on Barker Avenue and dedication of 10 feet on Mission Road. Sidewalks are required
along these arterial roads fronting and within the plat.
The Washington State Department of Transportation has recommended conditions to
mitigate impacts to the Barker Road and Interstate-90 interchange. Those recommendations
have been incorporated into this decision.
The Spokane County Engineering Department has met with the developers representative
and reached an agreemenVunderstanding with regards to phasing and development related
improvements to Barker Road and Mission Avenue. That understanding and conditions
thereof have been incorporated into the Engineer's cvnditions as set forth in this document.
23. The proposed plat will be served by a public water system. Waste water disposal will be as
authorized by the Director of Utilities, which involves an approved public sewer system
with pressurized lines to the sewer trunkline south of Interstate 90.
24. Recognizing the conditions of approval and Spokane County development standards,
appropriate provisions have been made to ensure the public health, safety and general
welfare and that the public use and interest will be served by plating the proposed subdivision as conditioned.
The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance with standards established by the state and Spokane County. Spokane County
Planning has considered the provision of public facilities cited in RCW 58.17.110 (2).
More specifically:
a. open spaces
b. drainage ways
c. public andlor private rights-of-way
d. transit
e. potable water
f. sanitary waste disposal
g, parks and recreation facilities
h . playgrounds i. schools and school grounds
j. sidewalks
25. The delay in issuing this time extension is the result of (1) change of project sponsors, (2)
change of project engineers, (3) resignation of County planner assigned to this project (4)
an extensive review of the large thirteen year old file, (5) the physical reorganization of the
file (6) two reorganizations of planners within Spokane County Planning and (7) sponsor
proposed redesign of the preliminary plat/PUD. The review revealed considerable
confusion regarding the file organization and content of the file and a need to clarify the
record, as indicated in the above findings.
26. The applicant has requested to call the development by the name "RNERWALK" and will
record all subdivisions by variations of this new name. This was administratively
approved.
27. May 19, 1995, the applicant submitted a"Revise Preliminary Plat and Preliminary Site
development Plan (PUD) of RIVERWALK" for the entire project. This submittal have been
proposed by the applicant to improve the design of the site plan (ie, eliminate double
fronting lots, consolidate open areas, other) and has been circulated for agency review and
comments. The proposed Final Plat Phase 1 area of the 1983 (S 1/2) Final PUD site plan
has not changed.
NOTE: To clarify the original application (see 1982 Zone Change Map 1:400 Assessor Map
stamped by L.S. Patrick Moore) and the present applicant's intent, Inland Pacific
Engineering submitted a May 25, 1995, letter with documents requesting to:
(1) eliminate the commercial lot from the "preliminary PUD" and
(2) remove that portion of the original 1981 property from the "Preliminary Plat of
Record" and the "Preliminary PUD" that was transferred to Washington State Parks
Department for the Centennial Trail, Auditor No.9112090116 dated Dec. 9, 1991.
. ~ J
Ju'ne 14, 1995, Extension of Time File No. PE-1414-81 ! Page ?
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
28. The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Plan (PUD)
of RNERwALK" was found to be in substantial conformance to the original approvals
described in 3. and 7. above and this revised plan has been administratively approved.
Because all but the Phase 1 of the Preliminary Plat, the Final Si/2 PUD and the Nl/2
Preliminary PUD has been revised, a"Final PUD Site Development Plan" will need to be
submitted and must be approved for compliance with the "Revised Preliminary PUD" for
the area of the proposed Final Plat prior to each Final Plat being recorded. This will allow
for flexibility in determining the specific and detailed design of each Final PUD of each
final plat at that time, for that market and pursuant the then existing development standards.
Each Final PUD site development plan will need to substantially conform with the
"preliminary PUD" and specifically conform with the PUD 4verlay Zone standards in
affect at the time.
29. The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Plan (PUD)
of RIVERWALK " shows the applicants present development phases; however, these phase
boundaries may need to be modified as the economy, market and other variables change.
DECISION
BASED UPON THE A,BOVE Findings of Fact and Conclusions, a three year extension of time
request for PE-1414-81 / PUDE-1-82 / ZE-92-81, "RIVERWALK" (previously "Riverway Villa)
an approved Preliminary Plat, Preliminary Planned Unit Development and zone reclassifcation is
hereby APPROVED until July 1, 1998.
The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Pian (PUD) of
RNERWALK" is also hereby APPROVED as the official preliminary plat of record and as the
preliminary planned unit development plan.
CONDITIONS OF APPROVAL
All pervious conditions of approval shall continue to apply, as applicable, except as specifically
amended.
SPOKANE COUNTY PLANNING
1. All conditions imposed by the Hearing Examiner Committee and all time extension
conditions, as amended or updated, sha11 be binding on the "Applicant." The term
"applicant" shall include the owner or owners of the property, heirs, assigns and
successors.
Tlisapplicant
2. This time extension is approved for three (3) years u' Jul
m a y time ap proximat y- ~~~(~45 ays prior to the above
r e u e s t ano t h e r e x t e n s i n o f
expiration date.
3. Additional Extensions of Time sha11 not be granted unless substantial compliance with
Chapter III, Section G, of the Subdivision Ordinance is demonstrated by the applicant;
otherwise the preliminary subdivision and the preliminary planned unit development
approval will become null and void.
4. (Amend 8/5/93 Planning Condition #3. and #4.)
The "Revised Preliminary Plat and Preliminary Site Development Plan (PUD) of
. RNERWALK" stamped "Received May 19, 1995," has been administratively approved and
shall be the official preliminary plat of record and shall be the preliminary planned unit
development. This May 19, 1995 revised plan includes 9.11 acres for a proposed
commercial lot and 107.3 acres for a proposed planned unit development (PUD), being a
total of 116.41 acres (see said plan map). The PUD proposes 365 single family lots. At
the time of each Final PUD site development plan and Fina1 Plat is submitted for each phase
they shall comply with all development standards for the approved zone classifications,
including the Planned Unit Development Overlay Zone, all as amended. (see 9. below)
Note, at this point in time, no part of the preliminary platlPUD have been finalized since the
original 1982 approval.
5. (Amend 8/5i93 Planning *Condition #34.)
The above May 19, 1995 revised plan shows development phases. These phases may be
administrativeiy amended if the various agencies find that each proposed phase will provide
proper traffic circulation, provide adequate emergency vehicle access, meet necessary
utilities design and/or utility circulation requirements, and provide for the public health and
safety.
June 14, 1995, Extension of Time - File No. PE-1414-81 / Page 8
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
6. (Amend 8/5/93 Planning Condition #3.)
The "Revised Preliminary Plat and Preliminary Site Development Plan (PUD) of
RTVERWALK" stamped "Received May 19, 1995," now replaces:
(1) the "Preliminary Plat of Record" map dated November 12, 1981, as approved by the
Spokane County Hearing Examiner Committee in the Findings of Fact, Conclusions, and
Decision dated Apri12, 1982, which consisted of 365 manufactured home lots and 1
commercial pazcel and
(2) the "Revised Preliminary Plat of Record" map dated March 15, 1983, as approved by
the Spokane County Hearing Examiner Committee in the Findings of Fact, Conclusions,
and Decision dated April 14, 1983, which was a redesign of the 50.2 acre South portion
(S 1/2) with 1781ots, excluding the commercial parcel. This S 1/2 also being the Final PUD
Site Development Plan approved by the Hearing Examiner Committee in the Findings of
Fact, Conclusions, and Decision dated April 14, 1983, is now NULL and voID and is
replaced with the above May 19, 1995, preliminary plat/PUD. Note, since the final plat
for Phase 1 was submitted before the decision to approve the May 19, 1995, Revised Plan,
Phase 1 mav be finalized under the provisions of the April 14, 1983, Final PUD, S 1l2.
7. (Amend 8/5/93 Planning Condition #3.)
A"Final PUD Site Development Plan" must be submitted and approved for at least the area
of each proposed final plat prior to recording any Final Plat, other than Phase 1. This
includes the S 1/2 of RIVERwALK (previously Riverway Villa). Each "Final PUD" must
substantially conform to the above May 19, 1995, revised preliminary plat/PUD and comply
with the applicable development standards existing at the time of submlttal.
8. (Amend 8/5/93 Planning Condition #4. and 6.)
The approved zone change, ZE-92-81, shall be amended pursuant the PROGRAM TO
IMPLEMENT. The project area approved for the old approved Residential Mobil Home
(RMH) Zone with the old PUD Overlay Zone shall be substituted with the present Urban
Residential-7 (UR-7) Zone and the present PUD Overlay Zone. The project area approved
for old Commercial (C) Zone shall be substituted with the present Community Business
(B-2) Zone. The existing UR-3.5 Zone sha11 be reclassified as each phase of the
development is recorded as a Final Plat with the County Auditor. The reclassifications
shall be consistent with the proposed zoning approved with the preliminary plat of record,
as amended by the PROGRAM TO IMPLEMENT.
9. (Amend 8/5/93 Planning Condition #7 and #1 l.)
The final plat(s) shall be designed substantially in conformance with the above "Revised
Preliminary Plat of Record date stamped May 19, 1995." No increase of density or
number of lots shall occur without a change of condition application submittal and
approval. Each Final Plat shall comply with the cunent development standards of the
Urban Residential-7 (UR-7) Zone and the Planned Unit Development (PUD) Over.lay
Zone, as each may be amended. The proposed commercial parcel shall comply with the
cunent development standards of the Community Business (B-2) Zone, as amended. The
entire site shall also comply with the Aquifer Sensitive Asea (ASA) overlay zone.
10. The Planning Director/designee shall review any proposed final plat and final Planned Unit
Development Plan to ensure compliance with these Findings and Conditions of Approval.
11. (Amend 8/5/93 Planning Condition #5.)
Prior to recording a final plat which includes the commercial parcel, Spokane County shall:
a. insure that the commercial site is in compliance with the development standards of the
Spokane County Zoning Code, as amended,
b. insure that the commercial site is in compliance with the development standards of the
Spokane County Road Standards, as amended, and .
d. insure that commercial uses do not exceed those of "neighborhood" and "local
serving" type retail or service(s).
12. (Amend 8/5/93 Planning Condition #5.)
Prior to issuing any building permits on the commercial parcel, a specific site development
plan (all or part) shall be submitted to Spokane County. The specific site development plan
will be circulated for comments from appropriate agencies to deternune compliance with
current regulations and for substantial compliance with the approved May 19, 1995,
revised Plan and the conditions of approval.
13. A final plat name/number shall be proposed before the final plat is filed, such name/number
to be approved by the Planning Director/designee.
14, Prior to filing of the final plat, the appropriate street address(es) shall be ind.icated.
15. Appropriate road name(s) shall be indicated.
r
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 9
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
16. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The dedication shall contain the following statement:
Side yard and rear yard setbacks shall be detennined at the time building permits are
requested unless these setbacks are specically drafted on this final plat. The setbacks
inrlieated on this plat may be varied from f proper zoning approvals are obtained.
17. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
18. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility companies shall be received with
the submittal of the final plat.
19. Three (3) current certificates of title shall be furnished to Spokane County Planning prior to
filing the final plat.
20. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one
or more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
21. Spokane County Planning shall prepare and record with the County Auditor a TTTLE
NOTICE specifying a future land acquisition area for road right-of-way and utilities. The
reserved future acquisition area Title Notice may be released, in full or in part, only by
Spokane County Planning. The notice should be recorded within the same time frame as
the recording of the Final Plat and shall provide the following, if applicable:
a. At least 10 feet along Mission Avenue and 5 feet along Barker Road shall be
designated as reserved future acquisition area for road right-of-way and utilities, in
addition to the existing andlor newly dedicated right-of-way along Mission Avenue
and Barker Road. NOTE: The County Engineer has required 10 feet of dedication
along Mission Avenue and 15 feet of dedication along Barker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, untii acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocating such "interim" improvements
at the time Spokane County makes roadway improvements after acquiring said future
4acquisition area.
2,2'. Spokane County Planning shall prepare and record with the Spokane County Auditor a
~ TITL,E NOTICE noting that the property in question is subject to a variety of special
conditions imposed as a result of approval of a land use action. This TTTLE NOTICE shall
serve as public notice of the conditions of approval affecting the property in question. The
notice should be recorded within the same time frame as the recording of the Final Plat and
shall only be released, in full or in part, by Spokane County Planning. The Title Notice
shall generally provide as follows:
The parcel of property legally described as j J is the subject of a land
use action by a Spokane County Hearing Body or Administrative Offt"cial on
imposing a variety of special development conditions. File No. [ ~is
available for inspection and copying in Spokane County Planning.
23. The plat dedication shall contain the following statement for those lots located on a
temporary cul de sac/stub road: .
Lot(s) , Block(s) are located on a temporary cul-de-sae/stub
road. 77tis temnorary cul-de-sac/stub road may be exterided to provide access to adjacent
pronerty andlor connect to existing roads or new roads as development and/or circutation
needs dictate.
24. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
Safery Department and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective needs
and regulations.. The Water Plan and ceriification shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
.
~
June 14, 1995, Extension of Time File No. PE-1414-$1 / Page 10
and a Revised Preliminary Plat! PUD PUDE-1-821 ZE-92-81
25. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The dme schedule shall provide for completion
of the water system and inspection by the appropriate health authorides prior to application
for building petmits within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor harm.less from claims by any lot
purchaser refused a building pernut due to the failure of the subdivision sponsor to
sati actorily complete the approved water system.
26. Th nal plat dedication shall contain the following statement:
--public water system, pursccant to the Water Plan approved by county and state health
horities, the local fire protection district, Counry Building & Safery Department and
- er purveyor, shall be instal.led within this subdivision; and the applicant shall provide
r indivtdccal domestic water service as well as f ire protection to eac h lot prior to sale o f
ach lot and prior to issuance of a building permit for each lot.
27. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant to t/ie
approved Water Plan for the final plat, " including a signed license stamp. The certification
may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as
a schematic map showing the "as-built" water system.
28. The Water Plan and the above conditions of approval regarding the Water Plan may be
waived by the Planning Director/designee upon receipt of letters from the appropriate water
purveyor and fire protection district stating that simple connections to an existing, approved
water system will provide adequate domestic and fire protection water to ensure the public
health, safety and general wel fare.
- 29. A survey is required prior to the filing of a final plat.
30. Approval is required by the Planning Director/designee of a specific lighting and signing
plan for the described property prior to the release of any building pernuts.
31. Direct light from any exterior area lighting fixture shall not extend over the property
boundary. 32. A specific landscape plan, planting schedule and provisions for maintenance acceptable to
the Planning Director/designee shall be submitted with a performance bond for the project
prior to release of building petmits. Landscaping shall be installed and maintained so that
sight distance at access points is not obscured or impaired.
33. (Amend 8i5193 Planning Condition #29.)
The Final PUD site development plan shall indicate all exterior boundary setbacks, as well
as setbacks from roadways and individual lot lines.
34. A copy of the homeownerslproperty owners' association articles of incorporation and/or
bylaws andlor covenants and restrictions, together with any other provisions for
maintenance of common areas and facilities, shall be submitted for review and approval to
Spokane Connty Planning prior to finalizing.
35. The Owner shall negotiate with the Central Valley School District and the Spokane County
Parks Department and submit a recorded copy of the agreement making provisions for
public schools and parks prior to finalization and recording of this plat. The agreement
shall provide a written description of the subject property to wh.ich the agreement applies
and also state the dollar amount and any other agreed to mitigating measure(s).
The Owner shall also notify any potential purchasers who have made an agreement to
purchase property within said plat pursuant to the Revised Code of Washington
(58.17.205), that appropriate provisions for school facilities and public parks must be made conditioned on a future agreement between the applicant/sponsor, school district, and
County Parks Department. . Voluntary agreements between the Owner and School District and Spokane County Parks
Department shall conform to the requirements of the Revised Code of Washington Chapter
82.02.
36. The owner/applicant shall coordinate with the local Fire District and the Fire Marshall to
insure that adequate access is provided for emergency services, prior to submitting each
Fina) Plat phase.
37. Each final plat dedication shall make reference ta the Home Owners Association agreements
as a notice to potential lot purchaser of the responsibilities of lot ownership within the
subdivision.
f .
r.
. `
~ June 14, 1995, Extension of Time File No. PE-1414-$1 / Page 11
and a Revised Preliminary Plat! PUD PUDE-1-82 / ZE-92-81
38. The lots or common open space shown on the May 19, 1995, Revised Preliminary Plat that
are within the 200 foot Shoreline boundary are required to comply with the Spokane
County Shoreline Program regulation. The Final Plat shall show the 200 foot shoreline
boundary. Each lot which includes the 200 foot boundary must have a buildable site that
meets all required setbacks (both zoning and shorelines) before it is recorded as a Final
Plat. Notes (at least 2) sha11 be placed on the Final Plan drawing near the affected lots and
common open space which state: 77ze property with the 200 foot Shoreline boundary has
legal limitations on the use of this land pursuant vegetation arcd building of structures,
including fences.
39: If a Final Plat is recorded with any lot partially within the 200 foot boundary of the
Shoreline, a TITLE NoTiCE shall be recorded by Spokane County Planning immediately
after recording the Final Plat with the County Auditor. The TITI.E NOTICE shall include a
statement similar to: Any lot's property or common open space property tivithin the 200
foot shoreline boundary have limitations on building stratctures (including fences) and
changing the natural vegetation pursuant the SPOKANE COUN7'Y SNORELINE PROGRAM
regulations.
40. After the commercial parcel is granted B-2 Zoning with the recording of a Final Plat, the
applicant/owner should make application for a Binding Side Plan to allow for timely
division and sale of portions of the commercial site after a Final Binding Site Plan is
recorded.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
Prior To Issuance Of A Building Permit Or Use Of The Prooertv As Proposed:
1. All previously imposed conditions are still applicable.
2. The County Arterial Road Plan identifies Barker Road as a PRINCIPLE Arterial and Mission
Avenue as a NIINOR Arterial. The existing right-of-way widths are not consistent with
those specified in the Plan. In order to implement the Arterial Road Plan, in addition to the
required right-of-way dedication, a strip of property 5 feet in width along Barker Road and
10 feet in width along Mission Avenue sha11 be set aside in reserve. This property may be
acquired by Spokane County at the time when arterial improvements are made to Barker
Road and Mission Avenue.
3. As per the original conditions of approval:
"A traffic analysis of each phase will be required of the developer and reviewed by
Spokane County prior to plat finalization. This analysis will be coordinated with the State
of Washington Department of Transportation. A traffic analysis for each phase will serve
as a basis for the evaluation of the need for traffic control devices at Barker Road and
Mission Avenue. Should the analysis deternune a need for intersection upgrading, the
developer will be assessed a proportionate share for the required improvements.
4. Prior to any plat checking of Riverway Villa for phased finalization of the plat the
aforementioned analysis sha11 be completed.
5. Intersection and road improvements shall be constructed and phased as follows predicated
on an agreement reached on or about August 4, 1994, between North Idaho Engineering
~ and the Spokane County Engineer.
Barker Road:
Phase I: Construct Barker/Indiana intersection (Barker Road to be a 5-lane secdon per
the County's Special section for Barker Road). Provide acceleration/deceleration Ianes
(sized per WSDOT Design manual), as well as inbound and outbound tapers.
Phase II: Construct Barker Road north to the Spokane River, and south to Mission
Avenue, unless built out sooner as part of Phase VI.
Phase VI: Construct Barker Road north to the Spokane River, and south to Mission
Avenue, unless built out sooner as part of Phase H.
Mission Avenue:
Phase l: Construct Mission/Clark Fork (Harmony Lane) intersection. Construct north
side of Mission Avenue (per the County's Special Section for Mission Avenue) from
Clark Fork (Harmony Lane) to Barker. Provide inbound taper to Clark Fork
(Harmony Lane) intersection. .
Phase III: Construct Mission/Potomac and Mission/Yukon intersections. Construct
north side of Mission Avenue (per the County's Special Section for Mission Avenue)
along the Mission Avenue frontage from the easterly plat boundary to Mission/Clark
Fork (Harmony Lane). Provide inbound taper to the widened MissionlYukon
intersection from east of the easterly plat boundary.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 12
and a Revised Preliminary Plat! PUD PUDE-1-82 ! ZE-92-81
6 Conditions of Approval require that Barker Road and Mission Avenue improvements
adjacent to Phase VI are to be completed prior to issuance of a building permit for any
projects on that parcel.
7. The aforementioned phasing is a minimum development program. Changes to this
construction schedule may be implemented pending completion of the Traffic Impact
Analysis for each phase of the development.
8. Engineers Condition #21 of Apri12, 1982 Hearing Examiner Committee Findings and
Order required that a strip of property 15 feet in width along Barker Road be dedicated
from Mission Avenue to the Spokane River. Since a portion of this strip is not controlled
by the applicant this requirement for dedication is not applicable. Right-of-way along
Barker Road within the original approved plat shall be dedicated at the time of final plat
approval or vesting of any commercial rezone. Improvements to Barker Road from the
Spokane River bridge on Barker to Mission Ave shall sdll be required with the existing
right-of-way per a phasing plan to be agreed to by the developer and approved by the
County Engineer.
9. Regazding the May 19, 1995, redesign Plan the following condition shall apply:
(1) Temporary cul-de-sacs shall be constructed at the ternunus of Indiana Avenue, Tippi
Canoe Lane cannot be used as a public road turn-around and all other streets that provide
access to more than one lot shall also provide an acceptable turn-around.
(2) Tmprovements to proposed roadways shall be as outlined in the approved conditions of
approval or as amended by the overall traffic analysis currently being completed.
SPOKANE COUNTY DIVISION OF UTILITIES
1. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
2. The dedication shall state: The Owner(s) or Successor(s) in interest agree to authorize the
County to place their name(s) on a petition for the formation of a ULID by petition method
pursuant to RCW 365.94 which the petition includes the Owner(s) property and further not
to object by signing of a protest petition against the formation of a ULID by resolution
method pursuant to RCW 36.94 which includes the Owner(s) property. Provided, this
condition shall not prohibit the Owner(s) or Successor(s) from objection to any
assessment(s) on the property as a result of improvements called for in conjunction with the
formation of a ULID by either petition or resolution under RCW 36.94.
3. Applicant will make connection to Public Sewer System. Sewer Connecdon Permit is
required.
4. Plans and specifications for the public facilities are to be reviewed and approved by the
Utilities - epartment. Spokane County plan submittal requirements apply.
5. The ded~ication shall state:
The ner(s) or successor(s) in interest agree to authorize the County to place their
na (s) on a petition for the formation of ULID by petition method pursuant to RCW
3, 4, which petition includes the owner(s)' property; and, further not to object by the
s' ing of a protest petition against the formution of a ULID by resolution method pursuant
CW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this
~ ndition shall not proliibit the owner(s) or successor(s) from objecting to any
assessment(s) on the property as a result of improvements called for in conjunction with the
formation of a ULID by either petition or resolution method under RCW Chapter 36.94.
6. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
7. Applicant shall make connection to public sewer system. Sewer connection permit is
required. Plans and specifications are to be reviewed and approved by the Utillties
Department.
SPOKAN ' OUNTY HEALTH DISTRICT
1. A:t tement shall be placed in the dedication to the effect that: "A public setiver system will
-~de available for tlie plat and individual service will be provided to each lot prior to
e. Use of individual on site sewage disposal systems shall not be authorized."
2. he final plat -shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
.P
• ' ' ~ • ' ~ 1
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 13
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
3. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by Spokane County Planning to the utility companies, Spokane County
Engineer and the Spokane County Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
4. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
5. Water service shall be coordinated through the Director of Utilities, Spokane County.
6. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
7. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health District that an adequate and potable water supply is available to each lot of
the plat.
8. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
9. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (purveyor) and the fire protection district will certify, prior to the
filing of the final plat, on the face of said water plan that the plan is in conformance with
their requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a transparency suitable for reproduction.
10. The purveyor will also certify prior to filing the final plat on a copy of said water plan that
appropriate contractual arrangements have been made with the plat sponsor for construction
of the water system, in accordance with the approved plan and time schedule. The time
schedule will provide, in any case, for completion of the water system and inspection by
the appropriate health authonties prior to application for building permits within the plat.
The contractual arrangements will include a provision holding Spokane County/City of
Spokane, Spokane County Health District and the purveyor harmless from claims by any
lot/tract purchaser refused a building permit due to failure of the plat sponsor to
satisfacto ' y complete the approved water system.
11. The ded.i « tory language on the plat shall state: .
Use of ~rivate wells and rvater systems is prohihited.
12. The , ~ al plat dedication shall contain the following statement:
The public water system, pursrcant to the water plan approved hy county and state health
aur' -orities, the local fcre protection district, County Building and Safety Department, and
wter purveyvr, shnll be irrstalled within this subdivision and the applicant shall provide for
i dividceal domestic water service as well as fcre protection to each lot/tra.ct prior to sale of
ch lot/trar.t crnd prior to issuance of a building permit for each tract.
SPO , ANE CQUNTY DIVISION OF BUILDINGS
.
1. he applicant shall contact the Division of Buildings at the earliest possible stage in order to
be informed of code requirements administered/enforced as authorized by the State
Building Code Act. Design/development concerns include: ADDRESSING, FIRE
APPARATUS ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS;
BUILDING ACCESSIBILITY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION;
EXITING; EXTERIOR VVALL PROTECTION; AND ENER GY CODE REGULATIONS. (Note: The
Division of Buildings reserves the right to confinn the actual address at the time of building
permit.)
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
PRIOR TO APPROVAL OF ANY FINAL PLAT:
1. A traffic analysis shall be prepared for the Barker Road interchange and shall contain the
following elements:
a. Site Map (illustrating the complete circulation system)
b. Vicinity Map(s) (illustrating traffic distribution)
c. Existing Transportation Conditions
1. Existing average daily traffic .
2. Existing AM and PM peak hour level of service
3. Existing AM and PM peak hour turning movements
J`tine 14, 1995, Extension of Time File No. PE-1414-81 / Page 15
and a Revised Preliminary Plat / PUD PUDE-1-$2 / ZE-92-81
If you have any questions, please call the Spokane County Planning at 456-2205.
pc: County Division of Engineering and Roads
Washington State Department of Transportation
County Division of Utilities
County Health District
County Division of Buildings
County Division of Parks, Recreation and Fair
Central Valley School District
Fire District 1
Welco Group Inc, 1220 116th Ave, NE, Bellevue Wa 98004
North Idaho Engineering, W 4200 Seltice Way, Coeur D'Alene, ID, 83814
Consolidated Irrigation District
Richard Mason, IPEC, 707 W. 7th, Ste 200, Spokane Wa 99204
7 -
, . .
~ -
~ ~ .
INLAND PACIFIC ENGINEERING, INC.
July 16, 1996
Mr. Dave Berto
Spokane County Engineer's Office
North 811 Jefferson
Spokane, Washington 99260
RE: RIVERWALK SEVENTH ADDITION
PE-1414-81 (F)
Our Number 96070
Dear Dave:
Enclosed please find two copies of the draft f inal plat
referenced above. Please review for final approval. The enclosed check for $100 is the plat check fee. Enclosed
also is a copy of the plat certificate, and a copy of the
signed Agreement to Pay Fee.
Please call if you have any questions. Thank you.
Sincerely,
INLAND PACIFIC ENGINEERING CO.
Billie Jo Sparling .
1 RFP-F-qk-TD
/bj JUL 1'6 11336
Enc.
SPOw;ttt COUk i*( f NGINEER
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
\ r• ~ .
~e U ' I
S 1' V K O U N "1.' Y
OrFICf Of Tllfi CUUfJI"S ENGINf•.('sR ` A DIVISIUN C111YIIF, PlJBLIC WORKS DGPAMIGNT
Ronild C. Ilormniin, C.F., Coijnty F.ngineer Uennis M. Srntt, P.E., Director
A,GItLEM + NT 1'O YAY FEES
, . LINGINCI:R'S AGRCCl1'ICN7' NUAIBCR
7'Itis agreeilieiit between Spokane County aiid ie, l'i 1 42/5 1~.~ ,
, (name u~ perscm~
~ whose interest in tlie project is ~~ir~~ •
, ti.e. owncr, agc~,i, eic.)
. .
is entered itrto this /"7 day of 7'liis agreement is applicable lo llte project
• knowtt as:
-~pru,~ec~ ad~5iesa nr ~ cnn~nc nc ~ e mrmncri ~ r
That the iiidividuals and parlies natned hereiti as having an i»terest in the above described property or praject
' . agree to the tollowing:
. 1. Reimburse Snokane Couiity tor project review and inspectiun fees as sheciCied in Ciiapter 9.14 of the Spokane County Cocle. 7'he fees cvill be based on actual salary costs incurred
. Uy Spokane County for project reviews and / or inspections plus a ten percent
administrative charge, and will be billed monlhly as accrued. A►ry billing amounts due,
. inctuding any expenses incurred in (lie collection of an overdue account, must be paid
• Prior to the County's accertance oP llie project tor filing. If a project is approved and/or
filed with a balance stili owirig, (lie wipaid balance shall be paid wilhin 30 d3ys of the
iiivoice date.
2. '1'he viulersig»cd agrees thal these fees are due aiid hayable upoii receipt of the billiiig as
. specified above.
3. Any invoices iint paid wiel►itt 30 days of the iiivoice date will be considered deliiiquent.
lf atty outstancling balance on tlie account for this project is not paid within 30 days oF
lhe iiivoice date, iio tiirther reviews of the project docuinents will be conducted until the
eiitire account balarice is paid. nny balance ott tlie tiecouiit for this project not paid
, within GS days of tlie invoice date rtiay result in legal activn ar the initiation of other
collection procedures, iticluding referral to a collec;linn ageiicy. 1'he Sponsor will be
, liahle for any aiid all expenses iticurred by (lie Cowily t'or (lie collection of overdue
accouiits.
. 4. The moiitlily bil(iiig slioulcl Ue seiit to the attention of:
• ' NnME: 4 c i?n,1v74.-S, ~i7G
' AUURESS: ~3.e--I- 2,,,/
-crrv, sTnTr:
' Z!P CUUC: ~ ~ 00 7
PIIONE a: Z- O 6 Z:;~ t n
1 utulerstand that Failure to pay these fees riiay result in delay in coinpletion or apptoval of tlte project or other
possible sanctioiis.
O If lhis fee agreement is conipleted by soiiieo»e otlier than the Sponsar (i.e., the project
owner or a pri«cipal in (lie firin sronso61g the project), such as the Eiigineer designing
the project, tlicn weilten authnriTatioii frum the Sponsor sPecificnlly nutliorizing the
Agent tr, erecute lltis Fee Agreeiiieiit is attached to this Fee Agrcemeiit.
SIGN/1TURC ay:
(PRINT NAtitE)
RC'1'URN YELLUIV CU1'Y '1'U SCUKANC CUUN'I'Y CNGINCCRS
k1pl\agreemen.fce 211195
10261-V, Rrvidwag Avc. • Sl,!,kanc, bVA 99260-017(1 •(509) 456•3600 FAX: (50n) 324-3178 'I'U17: (509) 324-3166
~ , . . . . • . ' - . . . - - • . • • , . , ' . . ' ' . . , . . . . •
, . ~
.
,s.
~ 14668 '
, MURRAY FRANKLYN FAMILY OF COMPANIES ~
, CASH ACCOUNT
14410 BEL-RED ROAD SUITE 200
; BELLEVUE, WA 98007 ~ 19-2/1250 _
' ~~~~,~y o2J ~ g9 lo
PAY
' U
m L TO THE
ORD OF
~ ~~z✓~!H
Z// 1 $
~ ' DOLLARS
TWO SIGNATURES REQUIRED OVER $2,000.00 ,
(jQsE4F1;?sra4jy~f
sellevue e.ancn 006007
~ P.O. 6ox 907 ~
w ~ Bellevus. WA 98009
.
~ ~ -
~ 1 ' y!
.
FOR
o J,
~ ; r -~-t,,p ~ ~ i►~r u
-
,
~ r H 11' 0 L 4 6 6 8~'• 1: L 2 5 0 0 0 0 2 41: 394S 201118
- -
-~~:as~ - - _ - -
~ •
,
~ ~rim
, ~
~°~~'ED
JUL 1 6 'i996
1
~ SPaft;aINE COUNTY ENGINEER
, •
RECEIPT Date 19 (.0 ` 90 2 1
Received From--/V ~
Address 1 A
j4A jA A 0 ollors $_4P ll ~ b a
, ~
~ ~ LFL ` ✓
, ACCOUNT HOW PAID /
AMT.OF I ~ i CpSH
ACCOUNT ~
AMT. PAIO CHECK ~
g CE MONEY Ot1E I I OR ER DY
, 8K808 lREDkXw~O
~
.
~
1 '
~ I a C~ lt. .N L t C.." V U 1-► "t" `Y
prr•icr: or. Ti ir-, Courrry FNCiNrrR • ' A DIVISiUN C1F 7i1F? I'UBLIC WORKS r)r['AR7ivIF:NT
Ronald C. ! Iormaim, t'.E., County T:iipineer Dennis M. Scott, P.E., Uitector
A►UItLLi NIEN'T 1,o PAY FrEs
, . . P / V
TNG[NCFR S AGRCTl1'I.LN i NUI1~~i3FR . ~
, 'I.'his agreei»ent helween Spokarie County and .~~,t~~-•~t~ ~r~~r'-~' ,
~nai»e oi persc,n j
tivltose iiilerest in tl►e project is e--`i
ki.e. o*ner, ngCf11, etc.~
is etitered itito lhis -7 day of 19 TIiis agreeme»t is applic;able to ihe nrojecE
eclin ki ao vn as: rt2t ? . A 5~ c►r me M e num ~eij
f
7'hat the iiulividuals anct parlies natued tterein as liaviiig an it►terest it► llle above clesccibed properly or project
agree to the fotlorving:
1. Reiinbunse 5pokatle Coueity for project review and inspect.iori kees as srecified in Claapter ~
9.14 0f the Spokane CounEy Code. 'The fees wi11 Ue based oai actual salary costs iiacurred
. hy 5pokane County for project reviews aiid / or inspections plus a ten percent ad[iiinistrative cllarge, and will be billed rnonlhly as accxued. 111ly billing atnounts due,
iilcludieig any expeiises incurred in the co(lection oF an overc]ue accoumt, must be paid
. prior to the Cvunty's accepta»ce of the prc~ject for filing. if a project is apprvved andJor
filed with a balatice still owing, the unpaid balance sliall lie paid wilhin 30 catt~'~~
i»voace date.
2 0 1996
2. '['he i.inciecsignecl agrees tliat lhese fees are due and payable upon receipt of tEie billilig as
, specifieti above. Coly ~jr ugfift
3. nrry iiivuices ncat paici tivitllin 30 days of the invoice date will be cortsidered delitiquent.
If any outstanciing bala»ce on the account for this project is not paici within 30 days of
tlie iiivoice date, iio Turther reviews of the project docui»ents will be conduckec! until ttle
entire accouiit balaiice is paid. Any balarice on the accoutit for this projeck nol paid
within GS days of tlie iilvoice date may resul,t in (egal a.cticm or the initiatioil of otlier
callectiuti procedures, iticltidiiig refetra( to a cvllection age»cy. fl'Iie Sron,Sor will be
. liahle foz a»y and at1 e,cpettses incurred by the Couniy foz the colleciior► of overdue
accouiits.
. 4. '.1'!ie mocitizly hillitig slx,uld t}e sei-it to tlie attention of:
Nl1MF,:
. ~
rr- /
nUURESS:
CI'I'Y, ,ST11'I'F :
Z[I' COL?E:
PE TOIVE Z -
t uncierstatid lhaC failure to pay these fees »>ay result in c3elay in co»>pletion or approvai of the project or otliec
possible satictiu»s.
rl lf tlYis fee agreement is coiijjileted by sume-one attier tban the k"Tonsor (i.c., tkie project
owner or a principal in Ilie firiu sponsoring tiie rroject), such as tiie Erigin;:er designing ~I
the prcjert, tiicii vt, itteii a«tl;or;zation 1'rom the Sponso+ specitic-Mty nuthorizi►1g tlse I
Ageiit ta execute this Fee Agrcement is atl.ached to lhis Fee Agreeine»t. ;
S 1 V N 11Tt1RE I3y :
, a
(PRI[VT NAME)
!
RE'1'URN YELLUSV GfJi'Y TU S['UK11NE CUUN'1'Y ENGINLEnS ~
k1p\(lagreenien,Fee 211/95
~
1026W. ProaClcvay Avc. •S}`nka»c, 4'Vil 997.GO-O'1'Ttl •(S(19) 456-3600 1`J1X: (509) 37_4-3478 '1'DO: (5(19) 324-316G '
7
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
TO: E;.t". DATE: 04t%r 2,0. 19
I.P.E. PROJECT '9L-00-+b•
ATTENTION: PROJECT NAME: ZVae~wALx-
Description
M~ Xerox Prints M~ Copy of Letter
M~ Original Drawing M~ Contract Documents M~
M ~
M ~ Work Authorization M ~ Report
No. Copies Description RECEIVEp
MAY 2 u 'I~~b
r,nunty Eoaeerig
Purpose
[KInformation M~ Review & Conunents 12~1..Per Your Request
II Written Approval Signature & Return M~
Remarks
Signed:
cc:
D:ITRNSMT.PMS
S t' U K N E ~ U► U N'j.' Y
. . - -
, OFFIc:r Ot T1 19 CcK1N1'1 ENc:INFxR • !l Diy1tK)N C=t: t11F PUDLIC wORKS Dtli'A;ITMtNT
: Riin.lid C. I lcrrnu-isii,, C'.R., C'tmity Fngincar Verniq M. Sce1l, P.fi., DErector
AGIIEE' MLNT 'I'Q I'AY FEES
ENC:iNEFR'S AGnUMAi~NTNun~BIC411
; This sgrecrjiciit bctweeti Spokaiie Ccitiiily arid it~~.o-~
n n -
~ wltoss inleresi iu the project is r_ _
;
WAiner. 1 ~ . ~
is entercd itito this day of A&Y9 . 19 1'ltis agreeaiejic M aprlicable to tlic pro
k:3ow» as: ~t ~
~J ,nti~es: ai ress c~~ 110, a IP e i~eir31 er . ~-T--iL
.
Tltat tlic iuclividuals silEl pnrtics nanned Eieiei:i as havtnE aii inttrest iri tiie above dcscribed property or pra
agree tu tlle fQtlowi,l'B;
1. Reistibucse 5pokzne Crniiily for project review aiid hispection fcts .13 specified in Cliap[er
9.14 of lllc Sppk1ne COu11ty GpcjC. 'i'he feer wiit ba based oii accual salaYy casu iiic«rred
hy SrokRne County for project rcYiew: arid / or inspeaionA Plus a ten perernt
:+ditiiiiisetatlye cliargc. and will be billcd mon[itiy aic accnicil, Atty belling amounts due,
iiicltcdiiig aziy expetues iixuited in tlte coljcclion of aii oyerdtic account, must be paid
iprior to tfic Coiinty's acceEitatxe ot tlle projact Cor riting. i[ aprajecl is approved and/or
filcd with e balaixe stili owiug, Lfie uiipaid balatr-e sltiall be paid within 30 days of tha
iijvoice date.
2. '1'1to utxdersiSiied agiccs lfiat t1ie.Se Cecs are due and payaLle uiicyit rccopt of ilte wljitig as
specilicd abave.
3. Aity iiivrices rK3t raicl tvitiiiii 30 days of tlie irevvicc date wi}I bc critsiclerr.d dehiquent.
1f aiiy otitstattclisig liaiatice on clet Accuuiit fot tTtis project is tiut raid witliin 30 days of
tlie trivoice date, rto futit=cr review: at 11ie project dvctiitients witi bc conducied until the
eitlirc accvunt balaiice is paid. Aiiy balance oii thc ar-coEicit Cor (ttis project jtot paid
witlsin 65 clays of tEie lovoicc dale tiiAy result in legal acliotz oc dse liititiatiati of cstftcr
c01iecti091 Procedtrrer., hzcludi4tg refetral to a colleciints egctlcy. 7'he Spr,nsor wiil bt
IiabIr fc,r a»y aud a!1 expctitists iEicurtec3 kry the Couii(y fLir IIie colleclioii of overciue
ACCOU~IIS, -
•
d. rl~e tiioiillily bilti:ig sllauicl be sciii to the atteniion of:
N11M f.s:
kL-Al
.
, nUDRESS: ~ ~~D 1~.•I-
- CtTv, SrA•m:
zir %--o]D'C-: '
-
PI IONC 7-7-- ~ r n
. 1 undergta«d t1iar fliiure ta pay tticac fces may result in dclay iii cuilipletioii or approYai of tlie project Ur oc1i
P033ibE6 3111CtlOllS.
0 If ettis fee ngrecitictit is cunipieted by soziieaiie otlicr titai: iizc vpansor (i.F... llie project
Qtvller or Aprincipal Itl IIie f till spOirgtlfhig the project), -XUch:ia the Eiieineer dc-signing
thc project, (1tPn lm-f ittcn Atitlioriz.atinti frc»n thc Spoit`oi sriL-cil3cany wufliorlaills iile
Altcnt to execeite tltis fec Alrceii,ait is attactied tu itiig fce Agfeeiztelil.
SICiNA't'URE Dy:
.
(PRINT M11tilE)
JkF,'LLJ8tLULL~o1V Cf)I"YQ!'UxiANP COW'y ENUINEER.IJ ,
Vp%N1ncmen.rtc VtM
ItnW. Prc?adway Ava. • ~►~~~,+k~~ur, ~v~ ~97f~[f ~>>~t~ • (.5()4} 45G-:;f(1l} rAX: (541',I) 3x1 :1i78
'It~j): (il1~j 311 31fiC►
. . . , .w...... . .S . ~ .n~„wt~{IMyl~r,.. r~~.I~.~1►•.1..{ •i \~hr~.~lRVI.F{~1~ •w:~/+~ ti
1
, ~ •
Y w
S ~
PLArI' NAME - *
rNumber ' S'1 A1'IS`i'1CS DA1'F. at Check Fee of I-ots 95 •
j Road Miles (New)
~ Total Area
; MAP
~ North Arrow
' Scale toe-.
~ Legend
Procedures Rc Equipment
i Basis.of Bearings
. I . . ~ ,
A Plat Location By Title
6 A
~ Official Signature Blocks ~
~ Surveyors Certiticate
~ Road Names
Road Widths
. ,
Adjacent Area
: Lot & Block Numbers
R/W Dedication designated
_ 1 Foot Strips ~ '
~ 3 RPS on GLO Corners
Tract X
i Lot Areas
~ Bencti Mark '
v. .
! Closure oLff '2> &00000' .
A ION ~
Description (To Map) , Q-0 OAi~Q
Description (To Cert) ~ N t J G 'e-5
Owners - Certificate to Plat
1 Foot Strips
J\J
RID - CPR Statement
I/ (/r
/17
Access Prohibited ( c1 N ~ 1
R/W Dedication
`
~ Drainage L.inguage UVGU PY E- ~ y 6-e-C sGP f"0l0 1' ;
p Drainage Covenant #1 #()?,R7C/0
'Flood Insurance N1f}
r
208 Bonds -$1,000.00 ea 208 PLANS APPROVFD
! Private Road Doc. #'s NC-40
~ Private Road Warning
,
;
` Road Plans Al~-~ UP
R Road Bond trnprovement
~ Road Bond lnspection Signed By Engineer
)NMV
?!CA
-
A
.u 6 G~ Mft q , l'n c e ~ .
v
- 4-n
.Eft4gr.~►.,~ nl . . . .
ca ml~M,4
,
; . .
,
k1d1f1p1ntlist.ck9/95 '
• . 4083928
• Page; 1 of 3 4311311991 08; 54A
CO Eh FH S(1.I1r Snokane Co. VA
A,Ttcr 17ccor•(lixig Ct.ct«ria To: Spolcme Cutiraty Fnginccr
Attit.: Iliglit of Wny Departtne"t .
Doctiriient '1"itle: Linrcier Easement ,
Urlntm(s): WF,1, CC7 Gmup, Inc.
(.3rivitrc(s): Spoklnc Coimty
Legal T)escriptinn: SW Section Township ZS Nortlt, Range 45 F_.nst AdJiticinnl 1.egn! I?escriptinn: See Page l
Asscssor's 'I'nx Parccl Numbe.r: 55083.9057 Rcfrrcnr.e Niitiibcr:
.
Log ln I7ate: 1-31-97 Requested by: EU Frepared by: F/I;
Purposc: F-1414 F Road Name/RF No.: BARKER RD. tdo. 44 "O" "
SPOKIINE COUNTY DIVISION OF ENGINEERING
Spokaiie County, Washington
I3URllEIt EASEMENT
1N Tar Mn.TTER OF BAFtKER ROAD, ROAD FILF NO. 4401011 , KNOW ALL MEN BY
TI1I;S~, PR.ESFNTS, that the Gxantor, WEL CO GROUP, INC., A Wasliington Corporation, for
cind iti considerltion of Mutual Benefits, tlie receipt of which is hereby acknowledged, grants to
the imhlic snc# to Spokane CouTity, a rivlitical sub(fivision of the State of Washington, a
I3C)R1)T:2 FMSFRIEN'1, to use tlie following described rcal property situaiccl in the County of
Spokane, and the State of Wasbington, to-wit: nrrLC"I'S ASSF,SSORS I'AItCFL NO. 550$3.9057
Thlat Eiortion of t.he East 30.00 feet Of the West 75.00 feet of tlie Souttiwest Quarter . (SW;'t) of Seciion 8, Townsliip 25 North, Range 45 H.;zst, W.M., Cowity of Spokane,
, State of Wasliington, lyi«g soutli oi'the southerly boundary line of Indiana Avenue
and 'i't-act "K", as shoti«i o» tlae plat of RIVERWALK FIRS'I' ADDITION as
recarcled in I3ook 23 of Flats, Fages 37 tlirough 40, in the Spokane Cowity Auditor's
O ff i ce. .
EXCE['I' Mission Ave.
The F3order E-asement as sltown liereon is hereby granted to Spokane County and its authorized
agents, arid to the Pubtic for Road purposes, including but riot limited to curbs, sidetivalks, drzinagc, sigi»ge mid othcr tist-igc cieerxicd itecessary by the Spokane C.;ounty Division of Fngitlccri»g for tltc safety and tvelfare of the Ptiblic. No fence or portio» thereof will be
constxucted tivitliin s,,iid Eascmcnt wiltiout permission of tlie Spokane County Division of
F,ngineerhig, tior will any objccts be placed iri said rasetnent that would obstruct the sight distartce llecessar_y for safe ancl efl-icient vehicular movement. Any othcr Casements granted or
dedic,atecl within this Border Easeriicnt ar.ca will be subordinate to the rights created by this .
Easement and are subject to Spokvie County Division of Engineering pennit process prior to . .
usage. fi . e T~nt E~a9mpt .
~r I A yy 'r0tssur t~ .
n_ .
~ -
I : .
. 4083928 •
Page; Z of 3
03113 J 1991 08;50j1 .
GC E}r, EAS St.00 Sookane Co. W1 Tlie Easrrnent and the agreements aild duties provided for herein shall run with the land and shall
be Uiriding on, and sliall inure to the beiiefit of the parties referenced herein, their heirs,
successc7rs and imsigns.
PARxLntan ttottrs, xrac. ~~~9, MOK*agrees to and shall i►lsta11 privately owned drainage facilities and sidewalk in the above describea property according to ttle approved ptans on fite with the Spokane County Divisioii af Engirieerilig; the R.ivenvalk 7'" Homeowners',Agsociation ot' theix successors in
irlterest agree to amd sha(1 maintain in goocl repair the sid.etvalks, driveways, landscaping, and
drainsge ficilities to be instailed in such pzonerty, and when so doing shall not be considered
agents of Spokarte County.
The requirement to maintain by Rivenvalk 7`h HomeoNmiers' Association wiU terminate at such a
tinte as the Pr.operty encumbered by this easement is developed.
IN W[TNFSS VVE-1ERTOF, the unclersignecl has caused tbis instrument to be executed on this ~
~ day of , 199 7
WEL CO GRUUP. INC.
}3 y:,% BY •
/
STn.TE OF WAS14INGTON )
CqUN"rY oF sPoKANE ) ss
I certif3► that I know or have satisfactory evadence that (is/amm) the individual(t) whv appeared before me, and said individuals(#ij acknow}edged that (lie/obw!:/sjwl) signecl this inqtrument, on o-ath stated that (he/446W) (was/*41A authorized to execlite the instrurnerit atld acknotivledgecl it as the 11UT[IORIZED 11GENT
of WEL. C:O Group, 1nc. to be the frEe and volcuitaty act of such party for the uses and pufposes . me►itioned in the instruinent. 1
1)atcd tl~is ~Y lday of -PE4MtUft" , 1997.
. . ~ , .
_ '~f~ly^ l.,~r
~3~,RY PUB~.IC
n4nd for the State of Washington,
. residing at Spokane.
My appointment expires 4 ' Ylb
' •
i • .
,n .
l '
• .
2
: . • '
I%
~ \
.
. , ;
,
, . , . .
t
,
' ' • 40$3928
. Page; 3 of 3 ' C4 Er~; 0311311991 08:5~1
EAS 1(.00 Saokane Co. Iql
rv_r Ubliention to Cotistruct Fncilities r,AE? ~ ~ f ei' fZQ„~' e R~~
PnRKLMIn ttoMFS, zctc.
By: By: .
S"I'A'1'r UF WAStJINGTON )
COiJN'I'Y UF SPOKJI,NE ) ss . I certify tl~at I know nr hzve satisfactdry evideiice that ~.E'-c.v-.- .
~ .
(is/N*) tlie icadividual(*) who appearect before me, atid said individua(s(i) acknowledged that .
(lic/d") sigited this instnitnent, on oatii stated that (he%kwIft) (was/nose) authorized to
execute 11ie instrurnenl and acknowledged it as the AUTHORIZED AGENT
of PACRHOFRePEfffflS to be the fi-ee mid voluntary act of such party for ihe uses and .
, - putpuses tneliI~uti~~Yiti~h~ instrurnent. .
Uated tiiis day of FEBRUARY , 1997.
'
,,it11111f1/l,
,
M. 8/~/(
~Q:• S~oT~ ~''A~~
~
` n/ • ~ I~OTARY PO3LIC
.0
1n and for the State of Washington,
~ cn:A; ~~BOG 0 ~ residirig at Spokatie.
!,,07-18 ~ -xF.~,
0~ ' MY arPvintrnent expires ~~/~D
, • W
♦
f 1111
Tvr Ubligation to Maintain F'acilitiea .
tuVERtivALK 7P" IIUME()WNERS' ASSUCIATtU1V .
}
Qy: By: .
STi1TE UF WASIIrNG°l'UN ) . '
CC)UNTY UF SPOKANE ) ss
1 certiCy thal [ kjiow or liave satisfactory evidelice that C=~e o t'(Au.
a (is/mm) the individual(4q who appenred before me, atld said iildividuals(1) acknowledged that
(hc%0"19"Wp) signed this instrument, on onth stated that (he) (was/wpm) authorized to exectite the iiistruttietit and acktiowledged it ns the AUTHORIZED AGENT
of 1ZIVERWn.[,K 7"' HOMEOWNERS' i1SSOCIATION to be the free and voluntary act of such .
parly for the uses and purposes mentioned in the instrument.
Dated this Ls%t' day of FFBRIIARY , l 997. ,'~~t1t11~~~~, • '
.-'.`'Q' goo" F-~A~'~ ~'k~t~
N~'TARY PUBtIC
r
•""';O Z: In and for the State of Washitigtoti,
Pu~~-~~ Q residing at Spokane. 07:•►4 My appointment expires 1- I ls.. ~1C_..~ .
nv\rAylbnrker rd border ensmri04c,~~ W^S
'"~~~If1/1~~~~ •
3
4083929
.
Page; 1 of 1
0311311991 08;54A
-CA D gQ,04 . Spokane Co, wA
r/
. Return to County Engitieer
Right of Way aepartment '
DOCUFiCNT T1TLE: RIGHT OF WAY DEED
GRAN`POR: WEL CO GROUP, INC.
GEZl1NTEC : SPOKANE COUNTY
LEGAL QESCRIP'1'IC)N: PTN. O:' SECTION 8, 10WNSHIP 25N, FZANGE 45 EAST, W. M.
; ADDI'I'IONAL LEGAL DESCRIP'PIOtI: ON PAGE 1
~ ASSESSOR' S`1'AX PARCGG tJU[•1I3ER : 55083 . 9057
' REF'ERENCE NUMBER:
SPOKANE CUUN7'Y llIVIS10N UF ENG[NEfRING
P-1414 F Spokaiie County, Wasliiugton
1Z1G I I"i' pF WAY llELll
.
• IN TIIE MATTER OF BARKER ROAD RF 1V0. 44 "o"
KNOW ALL MEN BY 1'f1ESE PRESEN 1'S, that WEL CO GROUP, INC., a Washington
' Corporation,
For Puid in consicleration of Mutual Benefits, grants aiid coitveys ta Spokane Counly, the following described parcel
of land, situated in Spokane Cauiity, State of Wasliiiigton, to-wit:
. POR'I'lON UF ASSESSORS FARGEL MS1. 55083 . 9057
THAT portion of the East 15.00 feet oF the West 45.00 feet oP the
:
. Southwest Quarter of Sectivn g, T.25 N., R.45 E., W,M., County of
Spokane, State of Wastifnqton, lying south of the southerly
boundary line of Indiana Avenue and Tract "K" as shown on the
plat of RIVERWAI,K FIRST ADDITION as recorded in Book 23 of Plats,
Pages 37 throuqh 40, in the Spokane County Auditor's Office.
. 'I'O IIAVE AND TO I IULU tL►e saine, uirio tlie said Spokane County iur the purposes of a pubtic road forever.
N W1'1'NCSS WHLREOC, tlie uiidersigned has caused this inslruinent to be execu
day of
1
1997 6qd
~~~i~i~/
_ Excise Tax Paid on
sale amt. Pdt_~._C(
sygk,*a County te '
B
y. Dy: .3 L3 l/~1
, STA1'E OF byASI11NG'I'ON )
COUNTY UF SPUKANF ) Ss
r . ~ •
I certify that I know or have satisfaciory evideuce that
. (isla* the individual(y) who apneared before me, auid said indiviclualo) ackiiowledged that (helsWtpry) signed this
inslnsrnent, on oa:h stated :liai (Ese/Ar_/*)1 (was,'raame) tiuthor;zeu 1o execute tiie insirwneni end acknowfedged
it as the AUTHORIZED AGENT of
; WEL CO GROUP, INC. •
' to be the free and vofuntary act of such party for tlie uses and purposes mentioiled in the instrument.
Dated this j" day of ~y .
. 11g .'~i .
.
~
w (J~ 4
. r.► S~~• .:-SO~'oXpj b! /l~~/ • ~
.w Z..~ ry = RF ec
<av ~ .
; .:q•FT~'
T Y PUI3LIC
~ ; j.:~ ; • - in rid for the State of Washington,
4r residing at Spokane. _
•A4y al)pointment expires:
~ 7 ¢ 9101--1,7
. ,cr~a~° ' •
O/
a - . • ~
,
' . 4083928 .
• Page; i of 3 .
- 43113/1991 09;54A
Cb ENG . FAS 3n.ki Soakane Co. a
After Recording Return To: Spokane County Engineer
Attn.: R.ight of Way Department .
Document Title: Border Easement
Grantar(s): WEL CO Group, Inc.
Grantee(s): Spokane Counry
Legal Descripiion: SW'/, Section 8, Township ZS rlorth, Range 45 East
Additional Lega! Description: See Page 1
Assessor's Tax Parcel Number: 55083.9057 Reference Number:
.
Log tn Date: 1 - 3 1 - 9 7 Requested by: ED Prepared by: F;/t;
Purpose: P-1414 F Road Name/RF No.: BARKER RD. No. 44 "O" '
SPOKANE COUNT"Y' DIVISION OF ENGINEERING
Spokane County, Washington
BORDER EASEMENT
IN THE MATTER OF BARKER ROAI}, ROAD FILE NO. 4411010, KNOW ALL MEN BY
THESE PRESENTS, that the Cnantor, WE.L CO GROUP, INC., A Washington Corporation, for
and in consideration of Mutual Benefits, die receipt of which is hereby acknowtedged, grants to
the public and to Spokane County, apolitical subdivision of the State of Washington, a
IIOR.TaER EASEMENT to use the following described real property situated in the County of .
Spokane, and the State of Washington, to-1vit:
AFFECI'S ASSESSORS PARCEL NO, 55083.9057
That portion of the East 30.00 feet of the West 75.00 feet of the Southwest Quartex (S W'/4) of Section 8, Township 25 Ivorth, Range 45 East, W.M., County of Spokane,
, Staie of Washington, lying south of'the southerly boundary line of Indiana Avenue
and Tract "K", as shown on the plat of RIVERWALK FIRST ADDITION as
recorded in Book 23 of Plats, Pages 37 through 40, in the Spokane County Auditor's Office.
EXCEPT Mission Ave.
The Border Easement as shown hereon is hereby granted to Spokane County and its authorized
' agents, and to the Public for Road purposes, including but ❑ot limited to curbs, sidewatks, drainage, signage and other usage deerried necessary by the Spokane County Division of
Engineering for the safery and welfare cff the Public. No fence or portion thereof will be
constructed within said Easement without permission of the Spokane County Division of
Engineering, nor will any objects be placed in said Easement that would obstruct the sight distance necessary for safe and efficient vehicular movement. Any other Easements granted or .
dedicated within this Border Easement ai-ea will be subordinate to the rights created by this .
Easement and are subject to Spokane Coiinty Division of Engineering permit process prior to
• •w •
usage. R I Tax E~o~mpt
Dreasut r r,1
: ,
- ~
. ~ r
4083928 Page: 2 af 3
0311311991 48:54A .
O0 ENG EAS St.oO Spokane Co. WA The Fasement and the agreements and duties provided for herein shall run with the land and shall
be binding on, and shall inure to the beilefit of the parties referenced herein, their heirs,
successors and assigns.
PARKLAND HOMES, INC.
agrees to and shall install privatety owned drainage facilities and sidewalk in the above described property according to the approved plans on file with the Spokane County .
Division of Engineering; the Rivenvalk 7'" Homea~vnezs' ,A§sociation or their successors in
interest agree to and shall maintain in good repair the sidewalks, driveways, landscaping, and drainage facilities to be installed in such pcoperty, and when so doing shall not be considered ,
agents of Spokane County.
The requirement to maintain by Riverwalk 7`h Homeowners' Association will terminate at such a
timetke-are i ed. as the Property encumbered by this easement is developed. TN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this ~
day of 1 , 1997
.
WEL CO GROUP. INC.
By`r~ . BY: , .
/
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
I certify that I know or have satisfactory evidence that P)p~~,~~. . .
(islan) the individual(*) who appeared biefore me, and said individuais(o acknowledged that (he/At/14") signed this instrument, on oath stated that (hehWtW) (wasl*%* authorized to
execute the instrument and acknowledged it as the AUTEIORIZED AGENT
of WEL CO Group, Inc. to be the free and voluntary act of such party for the uses and purposes , mentioned in the instrwnent. Yn
Dated this ~ day of -PEtftvftft 11997.
• Cj _
RY PUBLIC
n~and for the State of Washington,
residing at Spokane.
My appointment expires qlb
, 4... •
. . .
.
2 • '
. ;
tr~
.
.
.
.
' 40$3928
, Page; 3 of 3
- ~ ~ 00113/1991 48:50A
~s G.uO Sookane Co.
For ObligAtion to Construct Facilities
PARKLiIND HOMES ~ INC.
Ly• ' iJy•
~
ST1lTE OF WASHINGTON )
COUNTY OF SPOKANE ) ss ,
I certify that I know or have satisfactory evidence that (-:~fv)lry Q
(is/so) the individual(r) who appeared before me, and said individuals(►) acknowledged that .(hc/shah") signed this instrument, on oath stated that (he/jimMft) (was/am) authorized to
execute the instrument and acknowledged it as the AUTHORIZED AGENT
of to be the fi-ee and voluntary act of such party for the uses and
. • puiposes men~oMrf&OK-instnunent. . .
Dated this jw'--y-k day of FEBRUARY , 1997.
'
ttilitill,,ir
0 • 8 Ak 5P ' ~oN
0' . 0i~~
~ v g F' f'°i • ~
.
` : apTARY'P~'~ 90TARY PTJBLIC
o
o .y =0 In and for the State of Washington,
~ cn;A, AU:0~ residing at Spokane.
% ~j,•. 07.16-00 ~ My appointment expires -7-/to
.
.
Q; W;
1t11
For Obligation to Maintain Facilities .
RIVERWALK 7T" H4MEpWNERS' ASSQCIATION
1 C
By: BY: . ~
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss .
I certify thal I know or have satisfactory evidence that
(is/am) the individual(* who appeared before me, and said individuals(!) acknowledged that
(he/- - signed this instrument, on oAth stated that (h )(was/*Bm) authorizcd to
execute the instrument and acknowledged it as the AUTHORIZED AGENT
of RIVERWALK 7"' HOMEOWNERS' ASSOCIATION to be the free and voiuntary act of such
party for the uses and purposes mentioned in the instrument.
Dated this day of FEBRUARY , 1997. M'. BAk ♦ . • • . tc,Q ~i 1 •
v p• 9g\ON F,+.~, 9 i~. ~ ~i - 1 I 1 _ ✓
.
~pTARY'D~e►N : % N ARY PUHtIC
U • ~Z ' In and for the State of Washington,
O
~fpr►; i'Uet%G ; ~ ~ residing at Spokane.
074640 .
.
,~'•~~t`~'• • ~►'~sA, MY aPPointment expires
W~►~ • .
nvlraylbarlcer rd border easmnt%c 00
3 -
L".. fm..j"~"' i""c jMti r= " }~3
~i'd-~ts~. ; n %
~-o+... ~ , , ,"i ...MDf~.~°t I NKQ
e....z...r..... ..«......e,.......~ ! ~ ht p~ d~s ~.i P"'~ . . `rt: N`' ~ ! V. t t.7 . ~ .a~..~....~.......~.»..»»~......~._....~...~.,,.M.
..b
U, Y i
1
C2E 55083. 9057 '3928976
D Y 93 :3 ; n-, i.." S ACT I VE
i~0 R ~.S~ 000000 VAC€~NT ? A~~ ~ SPCK!€$NE
p
- ~76"..r ~i.. _...~..y..s , 1~.~3 ~ u~ a."~.' ~ v.Mt~•~„` t ? _N T
1 ~ T B,y-$~ iF' . ' . ~ ~ ~ O 'A Z 0 ~....t~ xt , ~
~ " . . .,,p . . "
r1.,o.'°ti§':.!"':.:it..:. 3 ~1',4v ' "i~e ^ ~ v, . -~ir~ ~ +r~~".~
~J~s7O p0 c . . . + . 00~~ c-, n 0
,
f~t'a~_. e ~ ~ . ~ y
..._.~..._............_,..~..__...__..._._.r...,.........~...._.~___~ u.~. D D : i ~ a...~........_........_.._..~.....__.._......_..._~.....__._.._r. 4..~,
~N-nN-Rt-=S ? N RcVA# MAIi D{ . 06`'27 IM:~~OVED ACRES 8L 7S
~ ~.~SPECTs AREi~ SE A~'6='E~3L DUE ~'~T. 07/r~ ~ MP ACRES
S~E NOTE/Ai447 SQU.'~F:E FEET
PR NEW NO?" I CEg? EEN~ OR/DI 5ABL~'J 3= ~ ACRES
2ea 0i'4:' VA~ ..Ul::. n 0
:5~,~ ~ I C~-° ~CTL~1~D u ~~=.o~ S~E~9 u ~t3 ~ T~~
. . a „y _ , a i . ~ . ~a
r^~ - • .
,c ~l ~ . . , t R,
, i
~
I
January 13, 1997
I
LEGAL DESCRIPTION
F4R
BARRER ROAD RIGHT OF WAY
THAT portion of the East 15.00 feet of the West 45.00 feet of the
Southwest Quarter of Section 8, T.25 N., R.45 E., W.M., County of
Spokane, State of Washington, lying south of the southerly
boundary line of Indiana Avenue and Tract "K" as shown on the
plat of RIVERWALK FIRST ADDITION as recorded in Book 23 of Plats,
Pages 37 through 40, in the Spokane County Auditor's Office.
EXCEPT Mission Avenue
000-0
J. ,LI
.
~ •a'••0v'••• ~p
~ 'g► •
~
~U) .
.
~ •
I ~
) ~ ~s tz os
41 ~
C~
~ Cl,~`~~~-c~ ~1 d✓~
. / r
(
i - ~
, January 13, 1997
LEGAL DESCRIPTION
FOR
BARKER ROAD EABEMENT
THAT portion of the East 30.00 feet of the West 75.00 feet of the
Southwest Quarter of Section 8, T.25 N., R.45 E., W.M., County of
Spokane, State of Washington, lying south of the southerly
boundary line of Tract "C", Tract "K" and Indiana Avenue as shown
on RIVERWALK FIRST ADDITION as recorded in Book 23 of Plats,
Pages 37 through 40, in the Spokane County Auditor's Office.
EXCEPT Mission Avenue
~G~ 'J' •
wASo,P
; '
. •
• O•
'
:
. 7, . •
.
Oa
- ' O 18~ 091~ : •
.
L LOM ~
oc~iaES 1208
FE~9-04-1997 16 :23 = T-` U ~~m PAC I F I C ENG P. 01
.
DATE:
~ TO:
~ .
~
INLAND PACIFIC ENGINEERING CO. M COMPANY: T~ 707 West 7th Ave., Suite 200 b
rj~i ~ •
. . _ . _ . . . . ~
SpOken6, WA 99204 M FAX NUMBER:
TelePhone _ (509) 458-6840 A
FAX - (509) 458-6844 ~ FROM:
i NUMBER OF PAt3E3: ' J08 NUMBER
lNCI. COYER PAGE ~
M NOTES:
Pxu~e-v tyvAotoed tS ovv - Y1tp i6v- 6ted
~
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If ov
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~
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. ,
~
FAX TRANSMISSION ~
, FkB-04-1997 16 :23 AND PAC I F I C ENG P. 02
. . a^ f14vices 891f
~ ra
3
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~
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. . _ . . . . . . . . . . . . . _ . _ . . . . :
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• ~ (T//,/{ . • • • f . w • i • . . . . . . • .
,7 ' • . ,h. . ' • . 7' •
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. • . . : : • . . , . .
+ ~ . . . .
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FtlEb OR !~i ::~I:DLQ
wHEN ItEt~nRAtsD RE'1uAN 7~0 't711s SrACB pO~~j' ~ Q?~D •~.E
$~}7'1 EA'S lln
' ~t L{i L (
. ~1~'~ R#~tOiA 1►t. ;
rOoLAttt. {;t,1111: .1i~S11.
Amin Jao ~zo04ico
Sl00 C'v~~rtt~rm CkatC~
Tal FMh ArevAe
S~ttta, WA 98104 . . . . _ , VgLi 601 _ ~
PA6E 1.
~ QUi'C CLAIM DT.Ep
7?+e OrsfOor. STAIV'IDN QEYE[APMENT CiOMPAl+fY. u W
~ 1~fiaH ~a~! ss ~x tow STAIY7`ONSFO~~K~
~.r adt~m imilgd Poft"d4k comr gM 9uh CW+s to WEI. (aO
(7RbUP t[~, a W~' cmpnratioeL the to!!a- r~ ~u,
sfiamud ~u tbe Cosmtr ut~~~
Siaee of W~iRB~~4 ~ with A!I Oilr.r
&di jitlrcd ~itle if ine Vs~par Fi
A um tK bttd situate S~~ ' 25 NO[Ih. Rn*iR.~ •
W.M. Cowmj► e~f S~e, ~te uVm. tleserAbW4 a kiAom
A porlfot► e[ the Soutlswest 41wrtcr of Ihe Scmhwcst qnatlct of Saxl
Ssajoe 8. awre Ewtlk~rfp deics~ba~ as Euqow~
Qmn,enelqQ 14 tbe Soaftmt omm at eM Sectinp 8.vhicfi h
~~~a S~xot ~~Cl~auut~/ bross eaA s1 t?~c aaKisat~ of Atiuir~
mud Merd~fla~0escrrba$'t " tAe uam puint nf o4Mft o[ 11,
Tbc= aa w~ ~.9i~ ~ ar ~t s~~ ~ t~p»t~
~C~mffu~ a~w v~estcrt~► ~ioc Ptonb 89'22Yta~ ~t
~.~U [ :f;
' 1'1ir.noe Somb 29'36'Z6" Last 215.95 lgct;
TMpcu Seutb Owwv4" 1Na! 70&49 fest t~ a pg*a10n
the SotitUerir IWm of said Seciion ti.-
• 'UcM "onb 6"6*W wrsa 496.99 ioO ro ebc we
pmini a( bc&Nef&
k~oFptl~tAKefr~ tt~ ' t-a!-w~r at Barl~ct Ro~
+uW Wsa t c~bE-az.w~ a( Fliuiori Rand
.
oos4oOWas
dm*o Tax ftl4,q~1
Pd.oE~j
i, FEB-04-1997 16 = 23 .--sk",cLAND PAC I F I C ENG ~l P. 03
. , ~i . ' ~ .
. M: . , _ . .
~ ~ • . .
~ • • • • • • , • , i . • • ? . . • ~ • • ' . . • . 1 • 1
. ' - • • • , • ` , , • • • . • • ' • • ' • . . '
,i . ; . 7 ' ' . " • 1• . • • .
. ' ' . , • ' •~i~ • ~ • . _ ' • . . . _
' • ' • ' ' . . . . • . . .
4 ' ' •
Datc&- mar,/a yat. l f 4 1PACi 815
STANTON DEVELOpMERr COMPAAIY ON ITS UWN 8E[lALF .
AND AS NOSNiNEE FQR STANTdN-SPOKME, LP,, a
Weshington tiwited p8tpie►rahip
8y: DEAN BUILDING CpRppttqTlON, a WAShL"
uorPotatbn Ow! a gancra! pact=r vf StontoQ Devetopmznt '
C*Pony
Yiy: • ~'~-*+-s
• o. ~~'~~nt
By: HOUSLEY DEVEL4PMEM'CORppRq7TON a
Waadv
n ~~A~ arn1 a~tucsi jwrtntr of S~tantoa
~
' iL-
mit , E+ta , t
sTwTEoF wASHIHMN
C4UNTY OF KiNG SL
on M: L dor of - - berare mc pcrwnWly Appe-ared
-
p. 901NARD DMM. eo me the Pmsideat of DFANUiiJOiNG
CORP4RA't'[ON a Washington crx~ra i~on„ an~f ARtAN HOUSLEY. to me
k~vrA to be thc ~dent otllOUSal.lEY OEVCLOPMCTrI' COKNUttATiQN, a
liltash~ton ctxiioratian; the corporacions ehat racecuteal clic witt,in arnf fc
instnume.nt a~ the Ganeral Fn»ners ~ S''AN7~ON laE!FLQPMBNT G~pMP Y,~
Wash~toa ~ttne~ip. sts niarAec Fw Stunsc~-S~kuno L.P w
Wnshfngtun g=1
punacr~t~q'~ i~ci urk»nwttx~d uti~t ir~ru~~tl 1u te the ltc~:
and votuatury act Anti deed of tliris rcxpcc.~Prc mrparistiuns and =ad gcrwtul urul
Umttfsd pantnr.rshipa, far the uacs aaa jnupanw ►a 11~cre~~t mapilu~ ~ aa wit~i
stuted thnt th~Y w~er~ ~u~tx~~~! to .4tc saW ~sarrwnt fin~/ tlult ttm~abulrixe.~l.
if alty. u~ the oocpnuta a~ts oE s~id cc~Qrattons.
1N Wt'~''3 VlttlERROF 1 ttia~re heteunto set nty haru! nni stt'vccd aq
ot~'utnd seaf the dag and y+oaE f}rst abpMe vw~tio.
~pt~Rp ~tmc: CAMit.L"9 7AYL4R RAL3TON
« Nutury Auhlic, tsotes cMash *lon
.owdP ~ PupMy oppaintment acpucs _."1ee9 7,
~
QvrrtLumnEm Page a
TOTAL P.03
\ Jl~
. . ~ ~ ~ ~ _
. . ~ .
~
' . 4083928 .
. Page; 1 of 3 • 0311311991 08:50A
CO Eh; . FAS S(1.~ Sookane Co. a
A,ffcr Rccnc-c1ixig Rctui-n To: 5~~ok1ne County Enginccr
Attn.: Riglat of Wny TJepartment
i7ocnrticiit 'I'itlc: nordcr F..asctnent .
Urantar(s): WLL CO Uroup, Inc.
Grantec(s): Spokine Coiinty
Lcgal Descriptinii: SW'/, Sectinn 8, Tvwnship 25 r7orth, Range 45 E1st
/ldditionnl i.egn! nescrirtion: See Page 1
Asscssor's 'I'nr f'arccl Nuniber. 550$3.9057 Refcrcnr_e Mnnber:
.
Log [n Vate: 1-31-97 Rcquested by: ED Frepared by: F/IS
Turposc: F-1414 F RoAd Name/RF No.: BARKER RD. NO. 44 "O" SPaK.ANE COUN7'N'DIVISION OF ENGINEERING
Spokane County, Washington
BUItI)ER EA,SEMEN'r
IN TH.e MA I"T'.ER OF l3ARKER ROAD, ROAD FiLE NO. 44"O"9 KNOW A.LL MEN BY
T1-1ESE, P1ZESEN`CS, that the Grantor, WT.L CO GROUP, IIVC., A Waslungton Corporation, for
ancl in r.onsideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to
the puhlic and to Spokane County, ariolitical subciivision of the State of Washingion, a
t3OTZT)ER FASEMEN"I' to use tlie following described rcal property situaled in the County of
Spokane, atlci the State of Washiiigton, to-wit: Ai'FEC"I'S nSSFSSORS I'AItCEi. NO. 550$3.9057
'Chat pnrtion af the East 30.00 feet of the West 75.00 feet of the Soutliwest Quarter (SW'1~) of Section 8, ToNvnship 25 North, Racige 45 FAst, W.M., Cowity of Spokane,
, State of Wasltington, lyitig south of'the southerly boundary line of Indiana Avenue
arid 'I'ract "K", as shotivn on the plat of RIVERWALK FIRST ADDITION as
recarcled in Book 23 of Plats, Pages 37 tlirouglt 40, in the Spokane Cotuiry Auditor's
Office. .
EXCEE'I' Mission Ave.
1he I3order F:asement as stiown }ierenn is liereby graiited to Spokane Counry and its autliorized
agents, and to the Public for Road purposes, including but »ot limited to curbs, sidewalks, draiiiage, sigtiage fuad otlicr tisage decrried necessary by the Spokane County Division of
Fngincering Cor tlie safety and welfare of the Public. No fence or portion thereof will be
const.ructed within said Easement without permission of tlie Spokane County Division of
Engineering, nor witl any objects be placed in said Fasement that would obstruct the sight .
distlrice neccssary for safe and efficient vehicular movement_ Any other Gasements granted or dediclteci within this Border Easement area will be subordinate to the rights created by ttlis .
Easenient and are st1Uject to Spokane Coianty Division of Engineezing permit process prior to . , .
usage. Fi . s T't~nc = mpt -
Oa:v: a
rr k:ril rea5ur t • • ,
P,
' -
1
~ f ~
4083928 •
Page: 2 of 3
031130991 08:59A
a E*j EAS S0.00 SDokane Co. WA T1ze Tzscrnecii and the agreeinents znd duties provi(led for herein sliall rtm with the land and shatl
be binr.iittg nn, aI)d shail inure to die bEilefii of the parties referenced herein, their heirs,
successors cind nssigns.
FARKLnNn E10t1T'S, zrac. i..~. i#iEk igrees to and shall install privately owned drainage facilities and sidewalk in the above described property according to tlle approved plans on file with the Spokane County
. Divisioti cif Ectgineering; the Rivetwalk 7''' Hpmeownefis',Agsociation or their suecessozs in
inteiest agree to a.nd sliall maintain in gaocl repair the sidewalks, draveways, landscaping, and ,
drainage facilities to be installed in suclt property, and when so doing shatl not be considered
agents vf Spok1ne County.
"1 he requireiiient to maintain by Itiverwalk 7'h I4omeowtiers' Association will terminate at such a
time tt►e-eTea-iq deveteped. as the F'raperty eacumbered by thfs easement is developed.
lN `'VITNFSS WHEItFOF, the undersigned has caused this instxument to be executed on this ~
day of ~~UIMY , I99 -7 . .
WEL CO GRUUP, INC.
By: IIy:
~ / ,
STnTE UF wnsT-IINGTUN )
COLiN'i'Y UF SPOKANE ) ss
I certify that 1 know or have satisfactory evidence that Z& AL
(is/awo) the inciividual(t) who appeared Uc;fore me, and said individuals(#j acknowledged that (he/A►10vol) sigriecl tliis instrumerit, vri o,itll stated that (he/*WIW) (was/4%V~ authorized to execute the instrument and acknowledge(i it as the 11UTII0RIZED I,GENT
of WEL. CO GrouP, lnc. to be the free and volutitary act of such party for the uses and purposes
. ment.ioned in the iT)strurnent. yit
Uatcd this ~ day of -feeftb1h" , 1997.
Or.~,~~j.., .
. r, . 66 RY PUBLIC .
- = - ~ 4 -C n/and for the State of Washington,
.
residing at Spokane.
My appoiiitment expires . ,.,t . Yho
.
, .
.
2 , .
' _ .
, . ' ~ ~ • I/' ~ ,
.
' .
' . 4083928 ~
, Page: 3 of 3
~ppkane C4 EI " EAS ( 1.00 S9Co. I~ : ~
For Obligntion to Construct FACilities -
M e, t F f e-FRQM RTIEuJ
PARKLjIND IIOMFS9 INC. .
i
C1~ -
By: ny: .
STt1,'I'E- UF W/1,SI1[NGI'ON )
COUN'I'Y UF SPOK/\NF ) ss
. I certi fiy 11»t I know or have satisfaclory evidence that
(is/w*) tiie individunl(*) wlio appenred before tne, atid said individuals(&) ackliowledged that .
(hc/dh.m") signed this instnimcnt, ori oath stated that (he%rk%*%y) (was/am) authorized to
execute the inslrument atid acknowledged it as the 11UTfiORIZED AGENT
of ~ewtOFRepEff-ieS to be the fi-ee and voluntary act of such party for the uses and .
. • puipuses nienl~urif& icf & instrumeiat. . .
Dated tliis day of FEBRUARY , 1997. ' ,0j111111/11,P
~ ~
A. 8A
P . • • . . . . , ~
i
~w ~GJ• e~\ON t,.n.~
♦ v . •w
C. ~ N'OT/1RY PLtDI~IC
ss : o
In and for the State of Wasllington,
~ cn~; o ~ residirig at Spokacie.
• .
j, p7.16-0'~ My appointrnent expires ~-'l~D
~~j F'•...•
ff'Q It11 a 0%
For Ubligation to Mnintain Facilities .
1tiVFRWALIC 7"' IIUMEUWNEItS' ASSUCIA'TIUIV
RJy. B y. %
STAI'E C)F WASIIINGZ'ON
CQUNTY OF SPUKANE ) ss .
I cerlify that 1 kjiow or liave satisfactory evidence that C~~~~ C~►~z ~~'r= a (is/ao*►) tlte individunl(* w}io appeared before me, atid said individuals(A) acknowledged that '
(liel0VVWrp) signed this instrument, on oath stated ihat (hetsmIRm") (was/%sa) authorized to exectite tlie iiistrutiietit niid ackiiowledged it as the AUTHORIZED AGENT
of IZ.IVERWA.LK 7"" HUMFOWNERS' i1SSUCIA'1'ION to be the free and voluntary act of such .
paTly for the uses atid purposes rnentivned in the instrument. '
Ualed th'ts tl'day vF FESRUAaY . 1997. •,,,~~/1111/1l~ .
: v P• 0,00N ~i~I
.
N I'ARY PUBLIC
«0Z ~ In and for the St,ate of Washingtott,
ooWPu800 ; :1' ; residing at Spokane.
p?,4~~,'~„e~''~ My Appointment expires ~~'C~~ . rw~rnylbarfcer rd border ensmritR~c = VYN~'►0 .~'~'~Itllt~~~ • •
3 -
. ~
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844
.
.
. 6A .
. •y:::=::-::• .
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, •••{yti{{tt• t•.•
TO: SPOKANE COUNTY ENGINEER T . .E::::~~~~.<~~~ ,
.
.
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ATTENTION: Ray Moon E;C::.;_::. ..JECT.
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Y::...•._.._...l.ti{Ak~<.~•.~•::.~:.~:_:::.~~.~ii.:•: •
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PROJECT PE-1414
. . .
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. . . . . . -
Description:
❑ Xerox Prints 0 Copy of Letter 0
0 Originat Drawing ❑ Contract Documents 0
■ Title Report 0 Declaration of Cov. 0
No. Copies Description
~ G► i~ 0
1 Riaht of way Deed w~~ C-0 t4P
1 Border Easement
Purpose .
• Information 0 Review & Comments 0 Per Your Request
• Written Approval 0 Signature & Return ■ For Filina
Remarks
Ray - Enclosed please find an Signed and Notarized Right of Way
Deeds and Border Easement that is required for the above referenced
project. Pleae call and advise the Filing Number. If you need any
additional information, please do not hesitate to contact this office.
C ~ l~ y
Signed:
~
1i ie o Sparling 600
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COACH- ~
LITE .
ESTATES
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13 I NV S 42 29 21.0 E 89.9900 2523. 1 bF39g 3028.40436 14
14 INV S 59 59 58.0 E 162.5200 2431.90746 3186. 47044 15
15 I NV IV 30 00 02.0 E 25.0000 2453. 55797 :198. 970E5 16
16 X NV N 59 59 58.0 W 102. 0210.0 '504. 56 883 3110.61923 17
17 I NV N 26 49 17.0 W 53.5200 2552. 331 01 3086. 47043 18
18 IhlV N 49 06 28.0 E 1$5. 4300 2673. 72057 3226. 6448:~~ 19
RAD I AL S 49 0E 28.0 W
DFLTA 3 50 06.0 RY
RAD i US 6 02. 0000 ,
'1" AtV 0. 087 i
L-flRC 40.1600
RAD I AL S 52 56 34.0 W
RF' 306E. 50349 3680.21023 20
19 CHORD iV 38 58 29.0 W 40.1525 2704.93609 3201.38978 21
TANCdP7 N 03 26.0 W
21 I NV hi 52 56 34.0 E 1 50. 0000 2795.32794 3321.09489 22
22 T iVV N 27 41 51.0 W 145.7300. 2924.35931 3253. 35909 23
23 I NV N 22 36 41.0 W 149. ;400 3062.22012 3195.94103 ►'4
24 I IVV N 29 59 58.0 W 131.9000 3,176. 449v 1 3129.99213 25
25 IhlV N 60 00 02.0 E 269. 9600 3311.42724 3363. 785~6 2E+
216 I NV a 29 59 57.0 E 27.0100 3b-'_88. 03570 3377.29032 27
27 I NV iV 68 00 .'.~8. 0 E 61.9300 3311.21894 3434.71734 28
► 8 Z NV N 75 40 58.0 E 63.0000 3326. 7982^ 3495.76065 29
29 INV N 89 48 00.0 E 331. 5300 3327. gJ..~J48 3827.28863 30
30 T NV N 89 47 351.0 E 104. 7500 3328. 33585 3932. 03794 31
31 I NV S 1 17 00.0 E 113510.4800 :'018. 18456 3961.38813 32
32 I NV N 89 56 50.0 W 1288.7900 2019.37173 2672.59867 33
LAT & DEF, 0.00671 -0. 01250
33 MCL.OSE N 61 47 38.8 W 0.0142 2019 . 37843 2672. 58E 17 1
moCC - 1 Tn {QL.AOtCa 1*:>1 4~li7 :~G3 a n fi- ='7 U4F,4C mr
FROM - ANGLE DIST NORTH EAST TO
BLOCK 1 SIDELINES
AUTO INVERSE
START 2673.72057 3226.64482 19
RADIAL S 49 06 28.0 W
DELTA 3 50 06.0 RT
RADIUS 600. 0000
TAN 20.0875
L-ARC 40.1600
RADIAL S 52 56 34.0 W
RP 3066.50349 3680.21023 20
19 CHORD N 38 SS 29.0 W 40.1525 2704.93609 3201.38978 21
TAN@PT N 37 03 26.0 W
21 INV N 52 56 34.0 E 150.0000 2795.32794 3321.09489 22
22 INV N 27 41 51.0 W 145.7300 2924.35931 3253.35909 23
23 INV N 22 36 41.0 W 149.3400 3062.22012 3195.94103 24
24 INV N 29 59 58.0 W 131.9000 3176.44951 3129.99213 25
25 INV N 60 00 02.0 E 116.8000 3234.84853 3231.14447 42
42 INV S 29 59 43.0 E 400.7100 2887.80697 3431.47086 43
43 INV S 60 00 17.0 W 7.5000 2884.05751 3424.97536 44
RADIAL S 60 00 17.0 W
DELTA 51 08 23.0 LT
~ RADIUS 450.0000
TAN 215. 3129
L-ARC 401. 6504
RADI AL S 8 51 54.0 W
RP 3109.02539 3814.70534 45
44 CHORD S 55 33 54.5 E 388. 4502 2664. 40100 3745. 35726 46
TAN@PT S 81 08 06.0 E
RADIAL N 8 51 54.0 E
DELTA 81 08 23.0 RT
RADIUS 30.0000
TATI 25.6857
L-ARC 42.4847
RADIAL S 89 59 43.0 E
RP 2634.75938 3740.73405 47
46 CHORD S 40 33 54.5 E 39.0225 2634.75691 3770.73405 48
TAN@PT S 0 00 17.0 W
48 INV S 0 00 17.0 W 206.1400 2428.61691 3770.71706 49
RADI AL S 89 59 43.0 E
DELTA 89 59 19.0 RT
RADIUS 30.0000
TAN 29.9940
L-ARC 47.1179
RADI AL S 0 00 24.0 E
RP 2428.61938 3740.71706 50
49 CHORD S 44 59 56.5 W 42.4222 2398.61938 3740.72055 51•
TAN@PT S 89 59 36.0 W
RADI AL S 0 00 24.0 E '
DELTA 29 55 54.0 RT
RADIUS 385.0000
TAN 102. 9144
L-ARC 201. 1264
RADIAL S 29 55 30.0 W
RP 2783.61938 3740.67576 52
51 CHORD N 75 02 27.0 W 198.8471 2449.94790 3548.61237 53
TAN@PT N 60 04 30.0 W
53 INV N 60 04 30.0 W 193.5200 2546.48844 3380.89262 54
RADIAL S 29 55 30.0 W
DELTA 19 10 58.0 RT
RADIUS 600.0000 _
TAN - .•101r--,,,,97
L-`ARC , 200~,-~16
RADI AL S 49 06 28.0 W
t'CI' ..7YJCD. `17J7J 130010. L1L10 JJ
54 CHORD N 50 29 01 ',r W 199. 9447 2673. 71301 3226. 64678 56
TAN@PT N..40.53 32( ~ W
LAT & DEP 0.00756 -0.00196
56 HCLOSE N 14 31 41.5 W 0.0078 2673.72057 3226.64482 19
PREC = 1 TO 311833 Area = 196829. 25 sq f t 4.51858 ac
FROM ANGLE UIST NORTH EAST TO
gLC7Ctf 213 S x DCL IIVFS
AUTO T NVEFtSE
START 3311.42724 3;63. T8v66 26
26 I NU S 29 59 57. V~ E 27. 01 00 ;288o 03570 3377. 29032 27
27 I h1V N 68 00 58.0 E 61.9300 3311.2189A. 3434.7173A C8
28 INV IV 75 40 58.0 E 63.0000 33`6a 79822 3495. 7E065 29
29 INV N 89 48 00.0 E ;31. 5300 3327.95548 3827.28863 30
30 TNV N 89 47 31.0 E 104. 7500 3v28a u3585 3932s 03794 31
31 INV S 1 17 00.0 E 619.5800 270a. 911:"_:6 3945.91437 57
57 I tVV N 89 56 36.0 W 131. E1000 2709.04142 3814.31444 58
RAD I AL S 0 0; ►:e4. 0 W
I?El_TA 59 56 53.171 RT
RAD I lJS 4Q►0. 0000
TAIV 230. 6984
L--ARC 418.5164
RADT AL S E0 ~.~0 17.0 W
RG 3109.04122 3814.71004 59
58 CHC]RD iV 59 58 09.5 W 399. 6859 .2909. 06977 3468. `8340 60
TAhJtdF'T N 29 59 43.0 W
E0 I NV S E+0 00 17.0 W 7.5000 290::r. 32031 3461.78790 61
61 I NV N 29 59 43.0 W 185.7200 3066.16620 33E8. 9411 6 62
RAD I AL S 60 00 17.0 W
DFLTA 90 00 00.0 RT
HAD IUS 30.0000
TAN 30.0000
i...-ARG 47.1239
RAD T AL N 29 59 43.0 W
RP 3081.16406 3394.92316 6;
62 Ct-iQRD N 15 00 17.0 E 42.4264 3107. 1460E 3379. 92530 E4
TAN~'dPT N 60 00 17.0 E
64 INV N 60 00 17.0 E 77.7100 ►14 99551 3447A ;:'733 65
RAD AL hl 29 59 43.0 W
DELTA 29 47 58.0 RT
RAD I US 232. 50Q~IZI
TAN 61.8623
L-ARC 120. 91-7!P9
RAD I AL N Q► 11 45.0 W
RR 2944. E3502 3563.46074 E6
65 CHORA N 74 54 16.0 E 119.5646 3177. 1336E 3562.66607 67
TANCdRT RI 89 4E3 15.0 E E7 INV N 89 48 15.0 E 146.7100 3177. 63511 3709. 37521 68
RAD T AL IV 0 11 45.0. W
DELTA 70 42 55.0 RT
RAD I US 25.0000
TAN 17.7388
I_-ARC 30. 8554
RAD I AL N 70 31 10.0 E
RF' 3152.63526 3?'09. 46066 69
E8 CHORD 5 54 50 17.5 E 28. 93309 31C0. 97`4? 3 7 3 3. 0es'9533 70
TANr_uPT 5 19 28 50.0 E
RADIAL 5 70 31 10.0 W DEL.TA 287 17 28.0 L.,T
RAD I US 50.0000
TAN 36.8019
l_-ARC 250. 70.88 .
RAD I Al_ N 36 46 18.0 W
RR 3177. 64E78 3,780.16726 71
-
70 CHORD 1V 16 °.:~2 26. 0 E 59 .2779 17. 698 15 %7!=;V1_ P;589 72
YAN@P'C S 53 i; 42. 0 W
RAD T AL S 36 46 18.0 E
DELTA 36 34 33.0 RT
RAD I US ~5, 0 01710
TFlN 8.2621
L-flRC 15.9592
RAD IAL 5 0 11 45.0 E
RP 3,237.72384 3I35. 27~20 73
72 CHQRD ; 71 ;0 58. 5 W 15.6896 321`. 72398 3735.35565 "74
TAN~'~PT S E39 48 15.0 W
74 I NV S 89 4.8 15.0 W 172.8100 3212.13333 3562.54666 75
RAD I AL N 0 11 45.0 W
DELTA 29 47 58.0 LT
RAD I US 267.5000
TAN 71. 4 749
L-ARC 139.1263
RAD I AL. N 29 59 43.0 W
RP 2944. 63489 3563. 46095 76
75 CHORD S 74 54 16.0 W 1;7, 5E35 : 17E. 30771 3429. 74-005 77
TANCdF°T ~ 60 00 17.0 W
77 I NV S E0 00 17.0 W 77.7100 3137. 4582E+ 3362.42801 78
RADIAL S 29 59 43.0 E
DELTA 90 00 00.0 RT
RAD I US 30M 0000
TAN 30.0000
L--ARC 47.12R39
RAD I AL 5 60 00 17.0 W
RP 3163. 44026 3347.43015 79
78 CHORU N 'T4 59 43.0 W 42-. 4264 3148.44240 3321.44815 80
TANCdPT N 29 59 43.0 W 80 I NV N 24 59 43.0 W 1 19 . 9800 3252. 35' 07 3261. 4E+672 81
81 I1VV N E0 00 02.0 E 118.1600 331 1. 43208 ;363. 79685 82
LAT & I3EP -0. 00484 -0. 0]. 1 19
82 HCLOSE a 6E 36 56.8 W 0.0122 3311.42724 3363.78566 26
PREC = 1 1"0 271966 Ar,ea ~293709. 10 sq ft 6.74263 ac
FROM ANGLE DIST hIORTN EAST 7Q
RLOCK 4SI DEI_ I NES
AUTO I NVERSE
STAR7 2028.18206 3961.16416 83
83 INV N 1 17 0-0. 0 W 630. 8900 2658. 91381 394"l. 03442 84
84 INV N 89 56 36s 0 W 96.2700 ;'659. 00902 3850. 76447 85
RAD I AL_ N 0 03 24.0 E
DELTA 90 03 07.0 L`f
IaAD I US 30.0000
TAN 30.0272
L-ARC 47.1511
RAD I AL N 89 59 43.0 W
FtP 2629.00903 3850. 76-480 86
85 GNORD S 45 01 50.5 W 42.4456 2629.01151 ; 820. 7u480 87
TANCdPT S 0 00 17.0 W
87 I NV S 0 00 17.0 W 570.7100 2058.30151 3820.68776 88
RAD I AL IV 89 59 43.0 W
DELTA 89 57 07.0 LT
RAD I US 30.0000
TAhl 29.9748
L--ARt. 47.0987
RAD I AL S 0 03 10.0 W
RP 205B, ►'99Qt4 385Qt. 68776 89
88 CHORD S 44 58 16.5 E 42.4086 Z-1028. 29905 3850. 66013 90
TANCdF,T S 89 56 50.0 E
90 I NV • S., 89 .56 5E 110.5000 2028. (~;126 3961. 16008 91
LAT ~~EP y-0r 01521 0.00408
+ a --v - a.s r+ v v av 1~ i as bd • v 1.- a,• • r.d 6 o.J ! 1- Y.• 4.. w. 1 v l- Y..• w.1 J l-- i• A. M• 'T A.
M• 4.J .1
PREC - 1 TO 95431 Area = 8:742.41 sq ft 1.92246 ac
I= ROM' ' . ANGI:I.~ D IST NORI';r ~ EAST TO blc3cl< 5 sidel ines
AUTO IhlWERSE
START 2503.15448 3355.94932 92
RAD IAL S 29 55 30.0 W
DELTA 2 37 42.0 RT
RAD I US 6::~0. 0itl00
TAN 14.9114
L-ARC 2 9. 8 17 J
RAD I AL a 32 33 12.0 W
RP 3066.49593 3680. 21218 93
92 CHUfZD N 58 45 39.0 W 29. 3149 2513.61682 3330. 4c%*-J,730 04
TANCdF,T N 57 26 48.0 W
RAD I AL !V 32 33 12.0 E
DF_LTA 92 33 10.0 LT
RAD I US 30.0000
TAN 31.3673
L-°AftC 48.4605
RAD I AL N 59 59 58.0 W
RF~ 2493. ;30i0 3314.31477 95 .
94 CHpRD S 76 16 37.0 W 43.3609 2508. 33035 3288. ~3415 96
TANCdPT S 30 00 02.0 W
9E I NV S 30 00 02.0 W 128.1100 2397. ;8445 3224. :780"7 97
RAD I AL N 59 59 58.0 W
DEt_TA 29 59 45.0 LT
RAD I Uc3 3$5. 0000
TAN 103.1454
L-ARC 201.5575
. RAD Z AL N 89 59 43.0 W
RF~ 2204.88122 3557.69599 98
97 CHQRD S 15 00 09. 5 W 199. 2H~6 2204. 91295 3172A 69599 91)
TFiNr_dPT S 0 00 17.0 W
99 INV s 0 00 17.0 W 146. 0300 2058.88295 3172.68395 100
RAD I AL h! 89 59 43.0 W
DELTA 89 57 07.0 LT
RAD I U5 30.000.0
TAN 29.9748
L°-ARC; 47.0987
RAD I AL S Q► 03 10.0 W
RP 20S6. ES8048 3202.68395 101
100 CHORD S 44 58 16.5 E 42.4086 20.28d 88~t49 3202.65632 102
TAN@F'T S 49 56 50.0 E
102 INV S 89 56 50.0 E 538. 0000 2028.38492 3740. 65609 103
RAD I AL S 0 03 10.0 !,3
DELTA 90 02 53.0 LT
RADT US 30.0000
TAN 30.0252
L-ARC 47.1491
FtAD ZAL S 89 59 43.0 E
RF' 2058. 38490 3740. 68372 104
103 CHt]RD N 45 01 43.5 E 42.4442 2058.38243 i770. 68;72 105
TAIVrdGT N 0 00 17.0 E
1 05 I NV N 0 00 17.0 E 260.2300 2318.61243 3770.70517 106
RAD I Al_ S 89 59 43.0 E
DELTA 90 00 32.0 LT
RpD I U5 30.0000
TAN 30.0047
L--ARC 47. 1~83
RAll I AL E~ 0 00 15.0 W
RP ;'318. 61490 3740. 70517 107
106 CHORD N 44 59 59.0 W 42.4297 2348. E 1490 3740. 70299
TANEaF'T 5 E39 59 45.0 W
RAD I AL_ S 0 00 15.0 E
fi2Fa1~ I l..1~ ~►:3~.
1 f'11 V Q C~ •~J ~G., ~J
L-At~C 17~t. ~9 ;9
RAD I AL. S ~6 ~ 1. tZ► W
RF' ; 7~~. 614~~ 37~►~. E713E 1Q~~
1~8 CHqRD h! 7$ 4E~ t~ W 1 E~ 9. 3~E+fa `;81. ,~r~ i~7~3 ;~'a"?4. E+ sQ~BE+ ! 1~ '~c
TANi~~~T N 3~ ~9. Q~ W ~
R(~D I AL_ IV `h 6~' 1. ~ ~
D~LTA 89 1~ ~7. Q~ LT
RAD I L~~ 3~c~. ~i~~l~~
TA~J ~ `9. ~ v~5
L. -~-A RC lf . 7 I~~ 4
f~AD I AL N 5~ 3~ . 4~ W
RF~ CJJJ.Bcc~~ va63. 1I97~ 1I1
1 1 J~ CHQR~D S f~7 4E+ 5 W 4~. 178b ..~.~95~~ ..'~J.~J. ~86.~.i 1 1 1~'
TANCdF~T ~ Q~6 :'4. ~ W
RG~DTAL N v : ~E. ~ W
DELTA 1~ C~4 18. ~ l_T
R~D I U~ ~f8~. ~3
TAN ~8. E¢~1~
i....--ARC 1 s6 . 3c~~;~
RAD I AL N 8:~ 5? ~4. ~ W
RF~ ~'174. 899Q+9 398c:r JG~~.l99 i~
1 1: GHt~RD S 1~ ~+4 1~. ~ W t~;. 85~t3 ~►'~4. ~ 1~='~+~ 3~~~. ~6~►=' ~ 1 1~r
TANt~F~T S 7 Q~~' Q~E. Q~ W
RAD I AL N A~w' e7 ~4. ~ W
DELTA vY ~4 ~ LT
RAD I US ►~~~7i~
TAN 1►:~ ~7yc
L--(-~RC i~71~4E
RAD I AL S 4~ ~;7 3Q~. ~ W
RF~ 1..~.,~.l~S~ ~JCJ. Q~74Qfii_: 1~. J
1:~ 4 CHC~RD S 1 S 45 1~. V~ ~ w 1. 7~~4 1~. 81 ~r87 ~~~7. ~5~~~ 1 1 E
TAN~.dF'T S 44 3: 3~. Q~ ~
RAD I AL iV 4~ l~~. ~ E
DELTA ~7~ 13 31. Q► RT
RAn I US ~V~V~~
TAN 44. 8~~:~;
l..~ARC ~ '4 . ~~5~~~
RAD I f~L N 18 ~9 W
RF~ ~;178. 74348 34?' 1. 61848 117
1 1 E+ CMORD id 8~ 4~r. v I~J ~6. ?~68 ~~:17. 97343 ~44~. 61 ~3~ 1 18
'fANCdF~"f N 51 41 ~ i . ~ ~
RADIAL ~ 3s 18 ~9.~ E
DELTF~ 4~ 16 ~Q~. ~ l~T
RAD I US ~~~~r
TAN 1 ~t~'~6
L-ARC 19 . i'~ 1
RAD I AL S 83 34 ;9 . Q~ E
RP :'~v7. ~884 ~ v~+►=_:~. I 1 f3::1 1 19
1 18 CHCIRn h! ~ t. t~ ~ 19. ~'41 ~ ~w~4, 79~~4 ~~44~. 9~ 1~9 1~t~
TANCdF'T N ~ ~ 1. Q~ ~
RAD I AI~ N 83 ;4 ~9 . t~ W
DELTfl 17 ;6 ~9. Q~ RT
RAD I L1S ~:a~. 9
• TA~1 Q~. Q~4 ;3
L--ARC 1E4. 77E►1
RADIAL. N E.~.a .~'.18 ~Z+~. ~ W
RF~ ~ 17~►. f~9a41 ;98: . ~►~4Qt~ 1~ 1
1 GNORI? iV 1~~ 13 v@. 5 ~ 1~~+. 1~78 1 F+ 15~ ~49a. ~E•3E~:
TANidF~7 N ► `G ~0. Q~ E
RAD I AL E~ ~~8 ~ E ~
I?~:LTR • - . 84 .~6 3Q~~~..T
' f~~DIU~ 3~~~_~I~i~
YAIV ~7. Q~E ~5
1_-1"'7 R l.. 'T ^7 •W-1 a:J 7V-1
RAD I AL N 29 55 30,0 E
• RF1• 2405. - °)54 3465.66436 123
12~: CHf.l~2l)' ' N''i9 01 15~~.~~ W 40.1900 ;~43I.~.,-~592 348Qt. 63033 124
TAIVCdP'T N 60 04 30.0 W
124 I NV N E0 04 30.0 W 143.8600 2503.14677 3355.94987 125
LAT R DEP 0.00771 -0. 00055
125 NCLOSE N 4 05 50.1 W 0.0077 2503.15448 3355.94932 92
F'REC = 1 TO 321420 Area 212397.94 sq ft 4.87599 ac
FROM ANris_E Cz ST NORTH EASx ro
blor.k 7 sidel inos
AUTO INVERSE
S?'ART 2029. 37843 2672. 595;8 2
RAD I AL S 0 03 10.0 W
DEL.TA 89 56 5C2. 0 RT
RAD T US 20. 0000
TAN 19.9818
L-ARC 31.3977
RAD I AL N 89 59 58.0 W
RP 2049.37842 267`. 61381 3
2 CHORD iV 44 58 24.0 W 28.2714 2049 . 37861 2652.61381 4
TAN@FIT N 0 00 02.0 E `
4 I NV N 0 00 02.0 E 95.0000 2144. 37861 2652. 61473 5
RAD I AL N 89 59 58.0 W
DELTA 90 03 08.0 RT
RAD T U5 20.0000
TAhl 20.0182
L_--ARC 31.4342
RAD I AL N 003 10.0 E
RP 2144.37842 2672.61473 6
5 CHORD hl 45 01 36.0 E 28.2972 21 64. 37841 2672. 6331 5 7
TAN@PT S 89 56 50.0 E
7 I iVV S 89 56 51.0 E 106.2500 2164.28106 2778. 8833 1 126
RAD I AL_ N 0 0309 .0 E
DFLTA 48 11 23.0 RT
RAD I US 25.0000
"fAN 11.1803
L-ARC 21.0267
RAD I AL. N 48 14 32.0 E
RP 2139. 28107 2778. 86020 127
126 CHORD S 65 51 09.5 E 20.4124 2155.93064 279 7. 50.937 128
TAN@PT a 41 45 28.0 E
RAD I AL S 48 14 32.0 W
DE:LTA 276 22 46.0 LT
RAD I US 50.0000
TAIV 44.7213
L--ARC 241.1866
RAD I AL N 48 08 14.0 W
P
RF' 2189 .2:'97t3 2834. 807?c 129
7.28 CHORD N 0 03 Oc-r,. O E 66.6666 22`2. v9723 2797.57046 130
TAN~'~F'T S 41 51 46.0 W
RAD T AL S 48 08 14.0 E
DELTA 48 11 23.0 RT
RADIUS 25. 00~~0
TAN 11.1803
L--A Hf: 2 1. 0*26 7 -
RAD T AL S 0 0; 09.0 W
RF, 2239.28095 2778. 95183 131
130 CHORD 5 E5 57 27.5 W 20.4124 2214. 28096 277a» ~2892 132
7ANraF'T N 89 .'.~6 51.0 W
132 INV N 89 56 51.0 W 56.3100 22i4. 33~~6 2722.61894 133
133 INV N 0 00 02.0 E 195. 0000 2407■ .JJ256 27L..L •~%20O3 134
134 I NV S 89 56 51.0 E 30.0000 2409. 30507 '2752. E;20B2 1;,.'.~
135 I 1V V S 89 56 51.0 E 134. 0100 2409 .~82;--8 2886.63077 136
I\ rl 1J i►"l L L Y.` K.- V LJ• Y.1 W
nELrA 250 31 44.0 L-r
RAU I US 50.0000
TAN 70. 71 03
L--ARG 216.6277
RAD IAL h! 70 28 35.0 W
RFI 2459.18226 2886. E+7658 137
136 CHt?RD N 35 12 43.0 W 81.6496 +~.'475. 892~2 2839. 55 139 138
TAN@PT S 19 31 25.0 W
RAD I AL S 70 28 35.0 E
DEL_TA 70 31 44.0 RT
RAD I US 25.0000
TAN ~ E►7?Z
!.._-ARC 30.7740
aAb I AL S 0 03 09.0 W
RP c484. :'4690 281 5. 98879 139
138 C:NCIRD S 54 47 17.0 W 28.8676 2459.24691 `II1.5. 96588 140
7AN@PT N 89 56 51.0 W
140 I NV N 89 56 51.0 W 63.3500 2459. 3Q+49H 2752.61591 141
141 I NV N 0 00 02.0 E 130.4200 2539.72496 2752.61718 142
142 I NV S 89 56 51.0 E 215.0000 2589. 5c?'9E+ 2967. 61709 143
143 INV S 42 29 21.0 E 89.9900 2523.16867 3028. ~0090 144
144 INV S 59 59 58.0 E 182.5200 2431. 90734 3186.46697 145
14,.'-.~ I NV S 30 00 02.0 W 1 0. 9900 ~4c~-_'. 3!'~97£3 318PJ. 97188 146
RAD I AL N 59 59 58.0 W
DEI_TA 29 59 45.0 I _T
RAD I US 435.0000
TAIV 1 1 6. 5409
L-ARC 227.7338
RAD IAL N 89 59 43.0 W
RP 2204. 8861 C: 3,JJ7. Et9082 147
14E CHaRD S 15 00 09.5 W `25. 1420 2204. 92197 3122. 6908 ; 1LF8
TANCdP'T S 0 00 17.0 W
14E3 I NV s 0 00 17.0 W 145. 9300 `058. 99198 3122.67880 149
RAD T AL S 89 59 43.0 E
DELTA 90 02 53.0 RT
RAD I US 30.0000
TAN 30.0252
L--ARC 47. 149 1
RAD I AL S 0 03 10.0 W
RP 2058.99445 3t092. 678$0 1 50
149 CHORD S 45 01 43.5 4J 42.4442 2028. 99446 3092.65116 151
TAN@F'T N 89 56 50.0 W
151 I NV N 89 56 50.0 W 420. 0E00 2029.38140 2672.59134 152
LA T & DEP --0. 00`97 0.00404
152* HCL_C]SF S 53 42 13.7 E 0.0050 2029. 3784.s 2672. 59 ;38 2
PIREG = 1 TO 547441 Area = 199130. 04 sq ft 4.57140 ac
F ROM AIVGLE DIST NORTH rAST Tp
block 6 sidelines
AUTO INVERSE
uTAR"f 2453.55797 3198.97065 16
16 INV N 59 59 58.0 W 10`. 0200 ~~.'504. v6883 3110.61923 17
17 I hIV N 26 49 17.0 W 53.5200 L~52. v3101 : 086. 47043 18
1E3 IiVV N 49 06 28.0 E 135.4300 2640. 9886E 3138.84770 133
RADIAL S 49 QtE 28w 0 W
DELTn 7 12 05.0 I-T
RAD I US 650. 0000
T6aiV 40.9024
L-ARC 81.6972
RAa T AL S 41 54 23.0 W
RP 3,066.50349 ;680. 21023 1 54
153 CHQRT3, 3-. 44 29 s4-~ E 81.6434 ;~'SB2,~----~`)~+Q~ 3246.06512 1.55
' TANCd~~T ~a ~+8 Q~~; 3~' E
RAD I AL N 41 54 23.0 E
iJ L_ L_ 1 t"7 / V V., .J %.l J• W., 47 1
RAD I US 30~, .Q~)100
• TAN , 24` 44
L--AaG' 4 0: ' ~~.~0 t~
RADIAL S 59 59 58.0 E
RP 2560.42228 322E►. 02765 156
155 CH~~~ ~ 1) 02 47.5 E 37.7975 6=545. 4le..la03 3252. 0K.,v2! 157
TAhl@FIT S 30 00 02.0 W
357 I IVV S 30 00 02.0 W 106.0800 2453.55457 3198.96738 158
LAT RDEP 0.00340 0.00327
158 HCLOSE N 43 51 04.6 E 0.0047 2453. 557137 3198. 97065 16
FIREC = 1 TO 110178 Area = 17970. 41 sq fit 0.41254 ac
FRQM ANGLE DZST NORTH EAaT TO
centerl inc sandusky rryiver
AUTO INVER5E
START 2164. °7841 2672.63315 7
7 I NU N 0 02 29.0 W 25.0000 22 GO. 37344 2672.61509 159
159 INV S 89 56 51.0 E 162.1900 2189. 2:'979 2834.80502 160
LAT RDEF' -0. Q+Q►00A 0.00270
160 HCl..q SE S 89 53 28.5 E 0.0027 2189. 22979 ~~34. 80772 129
PIREC = TO 69366 Nv Area
FROi~ ANGLE DI 5T h1pRTW EAST TCI
center-l ine al_(gIasta xane
AUTO INVERSE
S7ART 2409.30508 2752. 61 889 11
11 T hJV N 0 00 02.0 E 0fi0~ 2434.30508 2752.61913 161
161 I NV S 89 56 51.0 E 1 34. 0400 2434.18226 288E+. 65507 162
162 INV fi! 0 03 09.0 E 25.0000 2459. 18225 2886. 68195 163d
LAT & DEP 0.00001 -0. 00540
163 HCLCISE: N 89 53 41.0 W 0.0054 2459.18226 288E. 67E58 137
PREC = 1 TO 34072 Nv Area
FROM ANGI_E D I ST NORTH EAST TO
C=-R
AUTO INVERSE
57ART 2572.94482i 3296.76768 169
RADI AL S 37 50 36.0 W
DFL.TFI 11 15 52.0 RT
RAD I tJS 625.0000
TAIV 61.6367
L-ARC 1 22. 8760
RAU IAL S 49 0E 28.0 W
RP 3066.50182 ;680. 207g8 170
169 GHO RD N 46 31 28.0 W 1 6 78 2' ~ :'6 57. 35294 3207.74401 180
TAN@PT IV 40 5; 32.0 W
180 I NV N 49 06 28.0 E 25.0000 2673.71890 3226. E4257 181
LAT R DEP 0.00167 0.00225
1aI HCL_OSE h! 53 22 32.1 F 0.0028 2673. ?2057 3`2E. 64482 19
F'REC = 1 TO 52751 No Area
FROM Ahi~~l_E D IST NOf2T'H Ef~ST TQ
P1414F R I VERWALK "lTM ADD CENl"ERLI h!E PQ701YtAC (_ANE,EAST t]iV McM I I.._LAh9 LANE, S ON NOL_
I DAY LANE, W ON M ISS Z Clhi AVE 7-29--96 D. B.
AUTO IIVVERSE
START F*019. ;784; 2672.58617 1
1 IhJV S 0 03 10.0 W 20.0000 1999. 37844 2672. 5%77 5 164
164 INV S 69 56 50.0 E 475.1100 1998.94080 3147. 67755 165
165 iIVU N 0 00 17.0 E `05. 9800 2204. 92080 3147. 694~~ 166
RADIAL N 89 59 43.0 W
DELTA 29 59 45.0 RT
RAD I US 41 0. 0000
TAhI 109 . 8432
L--ARC 214.6457
HAD I AL iV 59 59 38.0 W
RF' 2204.88700 3557.69452 167
166 GHURD iV 15 00 09.5 E 212. 2028 2409 .8904~ 3202. 62t'~09 168
TAN@F'T IV 30 00 02.0 E
166 I NV N 130 00 02.0 E 188.2800 Z-157 2. 94480 3296.76768 169
RAD I Ai_ S 37 50 36.0 W
DELTA 7 55 06.0 LT .
RAD I US 6;-25. 0 0 0 0
TAN 43.2567
L--ARC 86.3756
f2AD I AL S 29 55 30.0 W
, F2F' 30E6.50182 3680.20798 170
169 CNORD S 56 06 57.0 E 86.3069 2524.82735 3368. 41676 171
TAN@PT S E0 04 30.0 E
171 I14V S 60 04 30.0 E 193.5200 242E3. 28681 3536.13651 172
RAD I AL S 29 55 30.0 W
DELTA 0 19 50.0 LT
RAD I US 41 0. 0000
TAfV 1.1827
L-ARC 2.365.4
RAD I AL S 29 35 40.0 W
RF' 27813. ~~526 3740.67155 173
172' CHORD S 60 14 25.0 E 2.3654 2427.11271 3538. 18995 174
TAhl@F'T S E+¢+ 24 20.0 E
RAD I AL S 29 35 40.0 W
DELTA 29 32 16.0 LT
RAD I US 41 0. 0000
TAN 108.0885
L.-ARC 211.3679
RAD I AL S 0 03 24.0 W RP 2783. 62526 3740.67155 175
174 CHQRD S 75 10 28.0 E 209.0350 2373.62546 3740. `h6i2i5 176
TANCdF'7 S 89 56 36.0 E
176 I NV S 89 5E 36.0 E 55.4400 2373. 57063 3795. ?0602 177
177 IIVV S Of 00 17.0 W 375. 2300 1998. 34063 ;795. G7510 178
178 INV iV 49 56 50.0 W 648. 0000 1998. 9;754 3147. €+7537 179
L,AT it DEP, 0.00326 0.00218
179 HGLOSE N 33 43 19.1 E 0.0039 1998. 94080 3147.67755 1.65
F'REC = 1 T0 682989 No Area '
FROM AiolGLE D IST illORTH EA al" TO
CENTERL'!NE Mr_MILLAN LAIVE W aF PQTAMAC LAiUE
AUTQ INVERSE
START 2572.94480 3296. 7E768 169
RAp I AL S 37 50 36.0 W
~ DELTA 11 15 52.0 RT
I
KHU1tJ~j owou q
l"AN E 1. 6 ;h7 .
~ L-ARC 122.8760
i
~ RAll I AL S 49 06 28.0 W
' RP ;066. 50182 3680. 20798 170 ~
169 CHOIRD IV 46 31 28.0 W 122. 6?82 `E►57. 3529k 3`07. 74401 181D
TAN@GT N 40 5; 32.0 W ~
180 I NV N 49 06 28.0 E 25.0000 2673. 71890 3226. E+4257 181
LAT R DEF' 0.00167 0.00225
1E31 HCLOSE N 53 22 32.1 E 0.0028 2673.72057 322E. 644J►'_ 19
F'REC - 1 TO 52751 No. Area
FROM A1VGL.E D I ST {VORTH EAST TCJ
Cf-_NTE RL I NE R I C3 G RAhlDE L,G1R1G
AUTO INVERSE
START 2427.11271 3538.18995 174
RAD I AL N E~ 25 15.0 W
DELTA 29 08 53.0 LT
RAD I US 310» 9200
TAN 132.8374
!_--ARC 259.9201
RAD IAL. N 89 34 08.0 W
RP 2174. 90948 3982. 52403 182
174 CMCJRD S 15 00 18.5 W 257. 12E3 2178.75376 3471.61850 183
TAN@PT S 0 25 52.0 W
LAr & DEP --0. 0102e -0s 00002
183 HCL_OSE S 0 06 33.6 W 0.0103 ; 178. 74348 3471, 61848 117
F'REC = 1 TO :51284 No Ar,ea
FRaM ANGLE DIST NORTH EAST Tn
CEIVTERL I NE HOL i nAY LAh1E ioJ []F ty{eM ILLAiV LANE E ON aALhflOlV FRI VER LnNE
AIJTQ INVERSF
START 2373.57063 3795.70602 177
177 INV N 0 00 17.0 E 310. 89~0 22F84. 4•6063 3795.73165 184
RAD I AL S 2 33 28.0 W
DELTA 2 30 04.0 L°f
RAD I U5 425.0000
TAIV 9.2777
L--ARC 18.5524
RAD I pL S 0 03 24.0 W
RP ;109. 03722 3814. 69804 185
184 C14ORD S 88 41 34.0 C 18.5509 2684. iZt3742 3814. 27771 186
TAN@FIT S 89 5E 36.0 E
18E IIVV a 89 5E 36.0 E 132. 1900 2683.90669 3946.46765 187
187 I NV N 1 17 00.0 W 25.0100 2708.91041 3945.90751 188
LAT & DEP 0.00085 0.00686
188 HCLOSE N Elc 55 5.~'.i. 5 E 0.0069 2708.91126 3945. 91437 57
PREC = 1 TQ 70357 hJo far,ea
F RQM ANGLE ll IST h10 R"f f-I EAST TQ
CENTERL I IVE SALMON R I VER LANE W 0F MOL Y DAY LAIVE -
AUTO IIVVERSE
STAR7 2684.46063 3795.73165 184
RAD I AL S 2 33 28.0 W
DELTA 57 26 49.0 RT RAD I US 425. 0000
TAN 232.9071
L-ARC 426 . 1 21 3
RAD I AL S 60 00 17.0 W
RF' 3109.03722 3814. 69804 185
184 CHORD, N• .58 43 O~ 1 W 408. 4954 2896X`-'4755 u446. 61973 139
' TaN~.dF'T N 29 59 W
189 I NV N 29 59 43.0 W 2;3. 2200 3098.55161 3;30. 02638 190
A. J YJ 1 1 iF tl 114 1... ✓ V./ T V a 'L• W I•'T " '6"6• VL- T UJ • l.' V.- W "T T <d b...'T M) • 1.... l V%a ""T A. a.
191 INV N 60 00 02.0 E 17.5000 3252.35030 3cE+1. 4i38fa 192
r a-
. ~wLAT DEF'~ «~:~_tiA~1'78 0.01285
192 HCLOSE iV 77 48 52.0 C 0.0131 °252» 35307 3261.46672 81
F'REC = 1 TO E4217 No Area
FRQM AiVGI_E A iST Nt7RTH EAST TO
CENTERl... I NE gALDW I#V LAiVE
AUTO INVERSE
S7ART 3098.55161 3330. 0►:6v8 190
190 INV hf 60 00 17.0 C 125.2100 3161. 147'6l 3438. 4E658 193
RAll IAL N ►'9 59 43.0 W
DEL.TA 29 47 58.0 RT
RAD I US 250. 0000
TAtV 66.5186
L-ARC 1 30. 0246
RAD I AL N 0 11 45.0 W
RP 2944. h310:' 3563.44874 194
193 GHORD iV 74 54 16.0 E 1`8. 5641 ;194. fa295b 3i62. 5942;i 195
TAN@PT N 89 48 15.0 E
195 INV N 89 48 15.0 E `17. 5700 3195.37320 3780. 16298 196
196 I NV S 0 00 15.0 W 17.7300 3177. 64320 3780. 16169 197
i_AT & nER 0.00358 0.00557
197 HCLOSE N 57 1E 16.9 E 0.0066 3177. 64E78 3780. 16726 71
F'REC 1 T(l 74075 No Ar,ea
_ _..r.r • - l `
• ' ` ~
FRt]M Aiti1CLE 17I ST NORTH EAST T0
area sandusf{y river lane
AUTO ZNVERaE
START 2164. ;7841 2672.63315 7
7 T NV S 89 56 51.0 E 1 ~r~6 .~~~0 21 64. 28106 2778.88311 1 2'b
RAD I AL N 0 0; 09.0 E
DFLTA 48 11 23.0 RT
RAD I US 25.0000
TAN 11.1803
L--ARC 2 1. 021 E7
RAD I AL N 48 14 32.0 E
RF' `139. 28107 2778.86020 127
126 rNORD S 65 51 09.5 E 20.4124 2155.93064 2797.50937 128
TAN@FIT S 41 45 28.0 E
RAD I AL 5 48 14 32.0 W
DELTA 276 22 46.0 LT
RADI US v09 0000
TAIV 44.7213
L--ARC 241.1866
RAD IAL N 48 Q+$ 14.0 W
RP 2 189. 2 2:979 2834.80772 1 29
128 CHORD N 0 03 09.0 E 66.6666 2222. 59723 2797. 5704E 130
TANCdF'T S 41 51 46.0 W
RAD I AL S 48 08 14.0 E
nELTA 48 11 23.0 RT
f2AD I lJS 25.0000
TAN 11.1803
L.--ARC 21.0267
RAD I AL S 0 03 09.0 W
RP 2239.28095 a='778. 95183 131
130 CHORD S 65 57 27.5 W 20.4124 2214.28096 2778. 9289` 132
7ANCdPT M1I 89 5E+ 51.0 W
132 IIVV N 89 5E 51.0 W 56.3100 2214.33256 2722.61894 1 33
13 ; IIVV hi 89 56 51.0 W 50.0200 2`14. 37$39 2672.59897 198
196 I NV S 0 02 28.0 E 50.0000 2164.37840 2672.63484 199
LAT R DEF' 0.00001 -0. 00169
199 HCLOSE N 89 45 16.3 W 0.0017 `1E4. 37841. 2672.63315 7
PREG = 1 TO 322764 ArF a= 13613.53 r q f t 0.131252 ae
FROM ANGL.E D I ST NORTH EArT TCl
area agiasta lane
AUTO INVERSE
START c409. ;0507 2752.62082 135
135 I iVV S 139 56 51.0 E 134. 0100 2409 . 18228 2886.63077 1136
RAD I AL S 0 03 IZ19. 0 W
DEI.TA 250 31 44.0 LT
RAll I US 50.0000
7AN 70. 71 05
L--ARC :=:28. 6c77
RAD I AL N 70 28 35.0 W
RP 2459.18226 2886.67658 137
136 CMORD h! 35 14 43.0 W 81.6496 2475.89202 2839.55139 138
TANiPPT S 19 31 25.0 W
RflD I AL_ 5 70 28 35.0 E
DELTA 70 31 44.0 RT
RAD I US 25.0000
TAN 17.6777
L-ARC 30.7740
RAD I AL S 0 03 09.0 W
RP 2484.24690 2815.98879 139
1138 CHQRD S 54 47 17.0 W 28.8676 2459. 24F+91 2815.96588 140
TANCdPT hl 69 56 51.0 W
140 I NV N 89 5E+ 51.0 W 63.3500 2459 .;0496 2752.61591 141
141 I iVV 5 0 00 02.0 W 50.0000 2409. 3049E `752. 61543 198
LAT & DEP 0.00011 0.00540
198 HCLOSE N 88 50 08.2 E 0.0054 2409. 30507 2752. 6;'0B2 135
F'REC = 1 TO 92043 Ar,ea = 12666.79 sq ft 0.» .::19079 ac
ERROR: Inval id Command : ar,ea a11 other r,oadsr
F ROM ANCLE DIST NORTH EAST TO
ar,ea al.l other- roads
AUTO ItVVERSE
START 3234.84853 32;1. 14447 42
42 I NV S 29 59 43.0 E 400.7100 2887. 80697 3431. 47086 43
43 INV S 60 00 17.0 W 7. 5000 ►"_'884. 05751 3424.97536 44
RADIAL S 60 00 17.0 W
DELTA 51 08 23.0 L"f
RAD I U5 450. 01000
TAN 215.3129
L--ARC 401.6504
RAD I AL S 851 54.0 W
RP 3109.02539 3814.70534 45
44 GHORD S 55 33 54.5 E 388. 4502 `664. 40100 3745.35726 46
TANCdPT S 81 08 06.0 E
RAD T AL. N 851 54.0 E
DELTA 81 08 23.0 RT
RADX US 30.0000
TAN 25.6857
L--ARC 42.4847
RAD IAL S 89 59 43.0 E
RP ►',634. 75938 3740.73405 47
46 CHORD S 40 33 54.5 E 39.0225 2634.75691 3770. 73405 48
T AN ~.dPT S 0 00 17.0 W
48 I NV s 0 00 17.0 W 206. 1400 2428. 61691 3770. 71706 49
RAD I AL S 89 59 43.0 E
DELTA 89 59 19.0 RT
RAD I US 30.0000
TAN 29.9940
L--ARC 47. 1 1 79
RAD I AL 5 0 00 24.0 E
RP 2428.61938 3740. 71706 50
49 CHORD 5 44 39 56.5 W 42.4222 2398. 61938 3740. ~2055 51
TAN@PT S 89 59 36.0 W
RAD I AL S 0 00 24.0 E
DELTA 29 JJ 54.0 RT
RAD T US 38`a, 0000
TAIV 102.9144
L.--ARC 201.1264
RAD T AL S 29 55 30.0 W
RF' 2783.61938 3740. 67576 52
51 CHORD N 15 02 27.0 W 198. 8471 2449.94790 3548. 61237 53
TAN@P,T N E0 04 30.0 W
53 I NV N 60 04 30.0 W 193.5200 2546. 48844 3380.89262 54
RAD I AL S 29 55 30.0 W
DELTA 19 10 58.0 FZT
RAD I US ~00. 0000
7AiV 101.3897
I_--ARC 200. e816
RAD I AL S 49 06 28.0 W
RF' 3066.49593 3680. 21►'18 55
54 CHORD N 50 29 01.0 W 199. 9447 2E73. 71301 3~?26. E4678 56
TANI:.dF~T N• 40 ~3 3~ W
,
5b I tJV 5 49 OC, W 49.9965 2640~~,,6866 3188. 84770 153
RaD I AL S 49 06 28.0 W
U C L 1 H V-1 J•~1 l.. t
RAD I US 650, ut0.00
' TAN 4~~ ~24
L-°ARC 81:~ ~72
RAD I AL S 41 54 23.0 W
RP 3066.50349 3680.21023 154
153 GHORD S 44 29 34.5 E 81.6434 2582. 74940 3246.06512 155
TAN@F'T S 48 05 37.0 E
RAD I AL N 41 54 23.0 E
DELTR 78 05 39.0 RT
RAD I US 30.0000
"f AN 24.3344
L.--ARC 40.8900
RAD I AL S 59 59 58.0 E
FiF' 2560. ~~2226 3`26. 02765 156
155 CHO RD .a 902 47.5 E 37.79175 2545. 42:_03 3252.00827 157
TANCdF'T S 30 00 02.0 W
157 T NV S 30 00 02.0 W 106.0800 2453.55457 319$. 9E738 158
158 xNV S 30 00 16.9 41 24.9973 2431.90734 318E. 4E697 145
145 INV S 30 00 02.0 W 10.9900 2422.38978 3180. 97188 146
RAp I AL N 59 59 58.0 W
DELTA 29 59 45.0 LT
RAD I US 435. iZi000
TAN 1 1 6. 5409
L--ARC 2-217. 73 ;8
RAD I AL N 89 59 43.0 W
RP 2204. 8E3612 ;557. 69Qt82 147
146 CHCIRD S 15 00 09.5 W 225. 1420 2204. 92197 3122. 69083 148
TAN@PT S 0 00 17.0 W
148 I NV S 0 00 17.0 W 145. 9300 2058.99198 3122. E+7880 149
RAD I AL S 89 59 43.0 E
DELTA 90 02 53.0 RT
RAD I US 30.0000
TAN 30.0252
L-ARC 47.1491
RAD I AL S 0 03 10.0 W
RF' 2058.99445 309`. 67880 150
149 CHORD S 45 01 43.5 W 42.4442 `028. 99446 3092.65116 151
TAN@F'T N 89 56 50.0 W
151 I R!V 5 89 56 26.3 E 1 10. 005c 2028.88049 3202. E5632 102
RAD I AL S 0 03 10.0 W
DELTA 89 57 07.0 RT
RAD I US 30.0000
TAN 29.9748
L--ARC 47.0987
RAD I AL N 89 59 43.0 W
RP 2058.88048 3202.68395 101
102 CHORD N 44 58 16.5 W 42.4086 2058. 88295 3172.68395 101a
TANCdPT N 0 00 17.0 E
100 T NV N 0 00 17.0 E 146. 0300 :'204. 91295 3172.69599 99
RAD I AL N 89 59 43.0 W
DELTA 29 59 45.0 F2T
RAD I US 385. 0000
TAh! 1 03. 1454
L--ARC 201.5575
RAD I AL IV 59 59 58.0 W
RP 2204.88122 3557. 69599 98
99 CHORD tV 15 00 09.5 E 199.2636 2397.38445 3224. 27807 97
TANCdPT N 30 00 02.0 E
97 I NV N 30 00 02.0 E 128.1100 250a. ;;035 3288. 3341. 5 qb
RAD I AL N 59 59 58.0 W
DELTA 92 33 10.0 RT
RAD I US 30.0000
TAN 31.3673
L-ARC 48.4605
RpD IAL N 32 33 12.0 E
K W c:'+ 7 . Ln 1 Ln .5.:,1 11. 1 &i / / 'y D
9E CNORD N 76 16 37.0 E 43.3609 2518.61682 3330. 45730 94
TAN@PT S 57 26 48.0 E
RAD I AL S 32 33 12.0 W
DELTA 2 37 42.0 L.T
RAD I US 6 50. 0000
TAN 14.9114
L-ARC 29.8175
RADIAL S 29 55 30.0 W
RF' 3066. 49593 3680. 21►'18 93
94 CHORD S 58 45 39.0 E 29.8149 2503.15448 3355. 94932 92
TAN@F'T S 60 04 30.0 E
92 INV S 4 05 50.1 E 0.0077 2503. 14677 3355.94987 125
125 TIVV 5 60 04 30.0 E 143.8600 2431. ;7992 3480. 630;3 124
RAD I AL N 29 55 30.0 E
UELTA 84 06 30.0 RT
RAD I US 30.0000
TAN 27.0635
L-•ARC 44.0390
RAD T AL S 65 58 00.0 E
RP 2405. 37954 ; 465. E6436 123
124 CHCIRD S 18 01 15.0 E 40. 19~0 LD39 1 b 1 50 3493. 06;62 1,22
TANrdPT S 24 02 00.0 W
RADIAL N 65 58 00.0 W DELTA 17 ;6 59.0 LT
RADIUS 535o g2700
TAN 83.0433
L-ARC 1 64. 7761
RAll I AL N 83 34 59.0 W
RFI 2174.89841 3982. 52400 121
122 ChiORD S 15 13 30.5 W 164.1278 22;4. 79434 3449. 96159 120
TANCdPT 5 E► 25 01.0 W
RAD I AL a 83 34 59.0 E
DELTA 45 16 00.0 RT
RAD I US 25.0000
TAN 10.4236
L-ARC 19.7513
RAD I AL S 38 18 59.0 E
RP 2237. 58841 3425.11821 119
120 CHORD a 29 03 01.0 W 19.2416 2217. 97 ;43 3440. 61830 118
TANCdPT S 51 41 01.0 W
RAD I Aa_ N 38 18 59.0 W
DELTA 276 13 31.0 LT
RAD I US 50.0000
TAIJ 44.8425
L--ARC 241. 0520
RAD I AL N 45 27 30.0 E
RF' 2178. 74348 3471.61848 117
118 CHORD S 8E 25 44. 5 E EE. 7668 2213.81487 3507. 25550 116
TANCdRT h9 44 32 30.0 W
RAD T AL S 45 27 30.0 W
DELTA 51 34 36.0 RT
RAD I l.JS 25fl 00i7+J_i
TF1iU 12.0792
L_-ARG 22.5046
RAD I AL N 82 57 54.0 W
RF' ►'231. 35056 35`S. 07402 115
116 CHORD N 18 45 12.0 W 21.7524 ~-'234. 41. 245 3500. 26223 114
TAN@PT N 7 02 06.0 E
RAD I AL 1V 82 %57 54.0 W
DEL.TA 16 04 18.0 RT
RAD I US 485. 9200
TAN 68.6015
L--ARC - 12a
' RaD I AL N hb 53 W 0
RP 2474. E39909 39821. 5::'%Z,y9 11
1 1"+ L. T'T U 1"C IJ 114 .L ui ~1 ~t 1 J. K1 C 1.:JJ. 0:.J JC3 C+ :.J 7 ..7.J ..J J .:j ..J .+.J t7 0 ,J 1 1 1 C-
TANCdPT N 23 06 24n-E
' RADIAI.. IV 6E~ w53 3'1 W ~
DELTA 89 19 RT ~RAD I US 30.0000
TAN 29 . 6525
L-ARC 46.7744
RAD I AL N 22 26 21.0 E
RF' 235;. 82223 3563. 17979 1 1 1
112 CHORD N 67 46 22.5 E 42.1786 2381. 55079 3574. 63086 110
TANCdF1T S 67 33 39.0 E
RAD I AL S 22 26 ' 1.o W
DELTA 22 26. ;6. 0 LT
F2AD I l1S 435.0000
TAN 86.3033
L--ARC 170. ;93y
RAD I AL S 0 00 15.0 E
RP 27813.61490 3740. 671 3E 109
110 CHORD S 78 4E 57.0 E 169.3066 2348.61490 3740. 70299 108
TAN@F,T N 89 59 45.0 E
RAD I AL IV 000 15.0 W
DELTA 90 32.0 RT
RAU I US 30.0000
7AN 30.0047
L_--ARC 47.1285
RAD I AL S 89 59 43.0 E
RP 2318. 6149 0 3740. 7051?' 1 07
108 CMORD 5 44 59 59.0 E 42.4297 23 18. 61243 3770.70517 106
TAN@PT S 0 00 17.0 W
106 I NV s 0 00 17.0 W 260. 2300 2058. ;8:'43 3770. bE137 2 105
RAD I AL S 89 59 43.0 E
DELTA 90 02 53.0 RT
RAD I US 30.0000
TAh! 30.0252
L--ARC 47.1491
RAD I AL S 0 03 10.0 W
RF' 2058.38490 3740.68372 1 04
105 CHORD S 45 01 43.5 W 42.4442 2028. ;8492 3740.65609 103
TANCdF,T N 89 5E+ 50.0 W
103 INV S 89 57 19.0 E 110. 0041 20`8. 29905 3a5Q►. 66013 90
RAD I AL S 0 03 10.0 W
DEL.TA 89 57 07.0 RT
13AD T US 3~~. 0Q~00
TAN ►'9. 9748 L-ARC 47.0987
RAD I AL N 89 59 43.0 W
RF' 2058.29904 3850.68776 89
90 CHCIRD N 44 58 16.5 W 42.4086 2058. 30151 3820. 68776 88
TAN@PT RI 0 00 17.0 E
88 I NV RI 0 00 17.0 E 570, 71 00 2629.01151 38; :0. 73480 87
RAD I AL N 89 59 43.0 W
DELTA 90 03 07.0 RT
RADI U5 30. Plofiio
TAN 30.0272
L--ARC 47.1511
RADIAL N 0 03 24.0 E
RP 2629. 00903 3850. 73480 86
87 CHORD h1 45 01 50.5 E 42.4456 2659. 00902 3850. 76447 85
TAiV@PT a 89 56 36.0 E
85 I NV S 89 56 36.0 E 96.2700 2658.91381 3947. 03442' 84
84 I NV N 1 17 00.0 W 50.0100 2708.91126 3945. 9143? 57
57 I hiV N 89 56 36.0 W 131.6000 2709. 0414~ 31314.31444 58
RAD I AI.._ 5 0 03 24.0 W
DELTA 59 56 53.0 RT
RAD I US 400. 0000
TAN ` ;0. 69a4
L-ARC 418. 5164
RAD x AL. S 60 00 17.0 W
RP 3109.04122 3814.71004 59
58 CHCIRU iV 59 58 09.5 W 399. 6859 2909. 06977 3468.28340 E0
TAN~'dP7 N 29 59 43.0 W
E0 I h!V S 60 00 17.0 W 7.5000 2905.32031 3461.78790 61
61 INV N 29 59 43.0 W 185. I21Zi0 3Q+E6. 16620 3368. 9411f+ E;=~
RAD I AL 5 60 00 17.0 W
DEL."TA 90 00 00. -0 RT
•
RAD Z US 30.0000
TAiV 30.0000
L-ARC 47.1239
RAD xAL N 29 59 43s0 W
R~~ 3081. 16406 3;94. 92316 63
62 CHQRD IV 15 00 17.0 E 42.4264 3107.14606 3379.92530 64
TAIV@PT N 60 00 17.0 E
64 INV N E0 00 17.0 E 77.7100 wl14Jw 99551 3447. 22733 65
RAD IAL N 29 59 43.0 W
DELTA 29 47 58.0 RT
RADItJS 232.5000
TAN 61.8623
L-ARC 120.9229
RAD I AL N fZ► 11 45.0 W
RP 2944. E3502 35E3. 4E074 E+6
65 CHORD h! 74 54 16.0 E 119.5646 3177.13366 356►:'. EE607 67
TANrdPT N 89 48 15.0 E
E7 I hIV N 89 48 15.0 E 14E. 7100 3177. E351 1 3709. 37521 68
RAD I AL N 0 11 45.0 4J •
DELTA 70 42 55.0 RT
RAD T US 25.0000
TAN 17.7388
I.._--ARC 30.8554
RAD I AL N 70 31 10.0 E
RP 315c:. 6 35: 6 : 709. 460E6 E9
68 CHORD S 54 50 17.5 E 28.93539 3160. 9724; 3733.02953 70
TAN@F,T S 19 28 50.0 E
RAV I AL S 70 31 10.0 W
DEL.TA 287 17 28.0 LT
RAD I US 50.0000
l"AN 36.8019
L--ARG 250.7088
RAUTAL. N 36 46 18.0 W
RG' ;177. E4E78 3780. 16726 71
70 CHQRD IV 16 52 26.0 E 59.2779 3217. fa981::i 3750. 23589 72
TAN@F'7 S 53 13 42.0 W
RAD I AL 5 36 4E 18.0 E
DELTA 36 34 33.0 RT
RAD I U5 25. 00.iZ+0
TAN 8.2621
L--ARC 15.9592
RAD I AL S 0 11 45.0 E
RF' 3237. 7:'384 3735. 27020 73
72 CHORU 3 71 30 58.5 W 1,.~~. 6896 32'1~a. 72;98 3735.35565 74
TAN@PT S 89 48 15.0 W
74 I IVV S 89 48 15.0 W 172.8100 3212.13333 :::56:=:. 54666 75
RAD I AL N 0 11 45.0 W
DELTA 29 47 58.0 LT
RAD I US 267. ~000
TAN 71.1749
L--ARC 139.1263
RHD I AL.. N 29 59 43.0 bJ
RP 2944. 63489 35E3. 46095 76
75 CHORD S 74 54 16. 0 W 137. 5635 3176. 30771 a4^9. 73005 77
TAN@P'7 S• 60-00 1"i%' , W
77 ' IM S 60 00 W 77. 71 00 3137 ~`:~B2E 3362. 42801 78
RAD I AL S 29 59 43.0 E
L G L 1 FN 7 K! K.L.W K., .V., ft 1
RAA I Ur' '30
. , :~@S 9h00
` 7IA N ~
L--ARG 4 ,."2 3 9
RAD I AL S 60 00 17.0 W
RP 3163. 4402E 3347. 43015 79
78 CNQRD h! 74 59 43.0 W 42.4264 3148. 44240 3321. 4481 5 80
TAN@PT N 29 59 43.0 W
8@ I NV N 29 59 43.0 W 119.9800 3252. ;5307 3:'61. 4hE72 81
81 I h1V S E0 00 10.3 W 35.0121 3234.84853 323 1. 14447 42
;234. 84853 3231.14447 42
NO CLOSURE ERR0R Ar,ea = 17E595. 47 sq •ht 4.05407 ae
~
. .
DECLARATION OF COVENANT
•
In consideration of the approval by Spokane County of P1414F, RIVERWALK P.U.D., TTH ADDITION
(hereinafter referred to as the "Plat"), the undersigned covenants and agrees that:
1. The subdivider/sponsor will construct the private roads and associated drainage facilities in
conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Plat is on the
private road; or (b) a lot having frontage on more than one road (pubGc or private) constructs an
approach to the private road.
3. THE RIVERWALK DIVISION VII HOMEOWNERS ASSOCIATION or its successors in interest
shall maintain the private roads and associated drainage facilities in conformance with the approved
plans on file in the County Engineer's Office.
4. The owner(s) of any lot created by the Plat or alteration thereof and served by a private road shall be
responsible for maintenance of said private road, including associated drainage facilities, in conformance
with approved plans on file with the County Eogineer's Office.
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner
determined by THE RIVERWALK DIVISION VII HOMEOWNERS ASSOCIATION or their
successors in interest.
6. Should THE RIVERWALK DMSION VII HOMEOWNERS ASSOCIATION terminated for any
reasons, the successors in interest shall be the individual lot owners, or their successors ia interest, who
are members of THE RIVERWALK DIVISION VII HOMEOWNERS ASSOCIATION at the time of
said termination. '
7. In the event such private road including associated drainage facilities is improved to Spokane County
standards for public streets, and the County is willing to accept the dedication of such road and
drainage facilities, each lot owner sball execute any documents necessary to accomplish such dedication.
8. Oweers of lots within the Plat who are served by such road, may sue and recover dainages and
attorneys' fees from any owner of any lot within the Plat which is also served who refuses to participate
in the road aad drainage facilides construction, Financing, and maintenance.
9. WARMNG: Spokane Counry has no responsibility to build, improve, or maintain or otherwise service
the private roads and associated drainage facilities contained within or providing service to the property
described in tbis Plat. By accepting this Plat or subsequendy by allowing a building permit to be issued
for property on a private road, Spokane County assumes no obligation for said private road and the
owners hereby acknowiedge that the County has no obligation of any kind or nature whatsoever to
estabGsh, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal
on a private road or its associated drainage facilities.
10. Spokane County is hereby granted the right of ingress and egress to all private roads and/or drai.nage
easement, for the purpose of inspection and emergency maintenance of drainage swales, and any other drainage facilities, if not property maintained by THE RIVERWALK DIVISION VII HOMEOWNERS
ASSOCIATION, or their successors in interest. Spokane County does not accept the responsibility to
inspect and maintain the drainage easements or drainage swales, nor does tbe County accept any
'liability for failure by THE RIVERWALK DIVISION VII HOMEOWNERS ASSOCIATION, or their
successors in interest to properly maintain such areas.
11. The lot owners within this Plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties.
12. The lot owner or his representative shall inform each succeeding purchaser of all drainage easements on
the property aad of his responsibility for maintaining surface drainage paths and swales within said
easements. ~
. , , . , , . .
. . . . , 1 14eturn to Countj/ Engineer
- Transpo tion Engineering
go (5~00
• , . , - _
~ ` .
13. THE RIVERWALK DMSION VII HOMEOWNERS ASSOCIATION, or t6eu successors in interest,
shall maintain all water quality treatment swales ("208" swales") and draina,ge ditches situated within this
Plat, and any portion of a 208 swale situated i.n the public :right-of~yyay ad¢• to.this Plat, with a -
- permanent ground cover as 'specified- on• the current approval'plans on filKth'.the. Coudijr.Engineer's' .
Office. THE RIVERWALK DIVISION VII HOMEOWNERS ASSOCIATION, or theu successors in interest, may i.nstall approved shrubbery and/or trees which do not obstruct the tlow and percolation of
storm drainage water in the 208 swales and drainage ditc6es, as indicated by the current approved plans
on file with the County Engineer's Office.
r
U. Spokane County does not accept the resgonsibility of maintaining the drainage cowse on private lots
within drainage easements or floodplain areas, nor the responsibility for any drai.nage, whatsoever,
including but not limited to inverse condemnatioa to any properties due to def cient construction and/or
mainteaance of drainage courses in drainage easements on private property.
15. Whenever THE RIVERWALK DTVISION VII HOMEOWNERS ASSOCIATION or their successors
in inierest fail to maintain ihe, drainage facilities in conformance with the approved drainage plan, a
notice of such failure may be given to THE RIVERWALK DIVISION VII HOMEOWNERS
ASSOCIATION or their successors w interest, by the County. If not corrected within the period .
indicated on said notice, the County has the rigbt to correct the maintenance failure or to have it
corrected at the expense of the Home,owner's Association, or their successors in interest.
16. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide
positive drainage away &om any drainage entry point to the building (including but not limited to a
window well, a window unprotected by a window well, or a doorway). Said positive drainage shall
consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the
. building. The lots shall be graded so that either a) all runoff is routed away from the building, and
conveyed over the [ot to a natural drainage swales or approved drainage facility, or b) drainage
. intercepted on the lots is disposes of on the lot in an approved drainage facility. The approved drainage
facility shaU be wostructed i.n accordance with the approved plans on file at the County Engineer's
Office. Any revisions to the approved drainage plans must be approved by the Couaty Engineer's
Office prior to construction of said revisioA.s.
17. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs,
successors or assigns, including the obGgation to participate in the maintenance of the private road and
drainage facilities as provided herein.
Dated this day of , 19
l~0
PARK:LAND HOMES, INC.
. A Washington Corporation '
. BY: ~ , .
~
ITS President
. ' ACKNOWLEDGMENTS
STATE OF WASHINGTON ) )ss
Cvunty of ~;.~.1L)
c-~
On this QLt-day of 19 2_~ before me, the undersigned, a Notary Public in and for the
State of Washington, person : y ~appeared Georgp RqgS,e , to me known to be the President of
PARKLAND HOMES, INC., a Washington Corporatioa, that executed the within and foregoing instrument,
and acknowledged the said instrument to be the &ee and voluntary act and deed of sa.id partnership, for the uses
and purposes therein mentioned, and on oath stated that be is authorized to execute the said instrument and
that the seal affixed (if any) is the corporation seal of said corporation.
n
Given under my hand and official seal the and year last above ''tten.
sTAOFFICIAL SEAL
o~ . 4 JODITH LEO (._NOT Y PUBLIC in and for the State of
N~a C Public - Washington W~~ on, residing at ~ y
y ommission Expires My commission expires
October 27,1997
2
, .
~
. . _ . `j . . . . LJ
~
OF'F'ICE Or THE COUNTY ENGINEER SP4►MM COUNT7C, WAS13INGT4N TO: B.J. •
FRCK: DAVS BMTO
DAM eepteaaber 23, 1996
8IIBJECT: DRAINAGE EASEMENTS Any ather easements qranted or dedicated within drainaga
easesnent areas granted or dedi.cated to spokane County or the public
will be subordinate to the rights croated by public or Spokane
• County drainage easements and.are gubject to spokarie County '
Engineers permit pracess prior to usage. ,
. , . ' . . . . -
. - . .
. .
f
Office of the County Engineer
Spokane County, Washington
August 15, 1996
To:
From: Development Engineering Services
RE: Drainage Language of Plat Dedication & Covenants
Riverwalk 7th Addition P-1414F
Plat Dedication
All of Tract A, as platted and shown hereon, which are for the purposes of installing, operating
and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby
granted to the Homeowners Association as drainage easements. All of Tracts B, Cand D, as platted and shown hereon, which are for the purposes of installing, operating and
maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted to
Spokane County, the public and the Homeowners Association as drainage
easements.Tracts A, B, C and D shall be considered subservient estates for tax purposes to
the other lots created herein. The status of the areas designated as subservient estates for
tax purposed cannot be changes without filing a replat. No structures, including fences, shall
be constructed directly over or within the 208 swales without the expressed written consent of
the Spokane County Engineer.
. Drainage easements, as platted and shown hereon, are for the purposed of installing,
operating and maintaining drainage swales and drainage facilities, as conditions of plat
approval.
The drainage easements and tracts are subject to the separate Declaration of Covenant as
recorded under Auditor's Document number which by
reference is made a part hereof.
WARNING WARNING WARNING WARNING
Please do not record the Declaration of Covenant. Provide the final draft of the document
prior to signature; then, following County approval, acquire signatures on the document and
submit it to Spokane County. Spokane County will record the document.
. ,
WARNING WARNING WARNING WARNING
i
a
!
~ i
~
Office of the County Engineer
Spokane County, Washington
August 15, 1996
To:
From: Development Engineering Services
;
RE: Drainage Language of Plat Dedication & Covenants ~
Riverwalk 7th Addition P-1414F
~
Plat Dedication
All of Tract A, as platted and shown hereon, which are for the purposes of installing, operating '
and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby ~
granted to the Homeowners Association as drainage easements. All of Tracts B, C
and D, as platted and shown hereon, which are for the purposes of installing, operating and
maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted to
Spokane County, the public and the Homeowners Association as drainage
. easements.Tracts A, B, C and D shall be considered subservient estates for tax purposes to
the other lots created herein. The status of the areas designated as subservient estates for :
tax purposed cannot be changes without filing a replat. No structures, including fences, shall `
be constructed directly over or within the 208 swales without the expressed written consent of
the Spokane County Engineer.
~
Drainage easements, as platted and shown hereon, are for the purposed of installing,
operating and maintaining drainage swales and drainage facilities, as conditions of plat approval. ~
V
r
The drainage easements and tracts are subject to the separate Declaration of Covenant as
recorded under Auditor's Document number which by
reference is made a part hereof.
~
~
u
~
WARNING WARNING WARNING WARNING ~
~
Please do not record the Declaration of Covenant. Provide the final draft of the document ~
. prior to signature; then, following County approval, acquire signatures on the document and ~
submit it to Spokane County. Spokane County will record the document. ~
~
7
WARNING WARNING WARNING WARNING
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:e
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~ INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844
. ~ r::::::;:::: . .
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1{::::::•
TO: SPOKANE COUNTY ENGINEER
. _~c,{: . : r~ j ..;a: .,,,s , ~ • :.a>s:
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ATTENTION: Paul Linderman
: .....r~.C•:.~.r.~.... •
' , . . ~ ;,}w.{•:::t'?:tt ~ ::v::•T?'{!?{i~:~+~:•h _ : ~
. . . . . . . _
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PROJECT PE-1414 ~ ~WER1t~f~LK~:~
- - ..1t~;>::<;~,:::~::~:~
.
-AOD~1'
. . .
Description:
• Xerox Prints 0 Copy of Letter 11
0 Original Drawing 0 Contract Documents 0
• Title Report ■ Declaration of Cov. O
No. Copies Description
1 Revised Declaration of Covenant
Purpose
0 Information ■ Review & Comments 0 Per Your Request
0 Wr'rtten Approval ❑ Signature & Return O
Remarks
Paul - Enclosed please find the Revised Declaration of Covenant for the
above referenced project. As indicated I made some changes as noted.
Please review an see if this meets with your approval. If you have any
questions, please feel free to contact this office.
,
Signed: -
. . , g
~ RECEIVED ,
SEP 12 11396
~ SPOisANE COUiiTY ENCINEER
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of P1414F, RIVERWALK P.U.D., TI'H ADDITION
(hereinafter referred to as the "Plat"), the undersigned covenants and agrees that: 1. 1'he subrlivider/sponsor will construct the private roads and associated drainage facilities in
conformance with the approved plans on file in the County Engineer's Office.
2. A lot is served by the private road when: (a) the only road frontage for the lot in the Plat is on the
private road; or (b) a lot having frontage on more than one road (public or private) constructs an
approach to the private road.
3. THE RIVERWALK OWNERS ASSOCIATION or its successors in interest shall maintain the private
roads and associated drainage facilities in conformance with the approved plans on file in the County
Engineer's Office.
4. The owner(s) of any lot created by the Plat or alteration thereof and served by a private road ,s~hall be
responsible for maintenance of said private road, including associated drainage facilities, in Roffromance
with approved plans on file with the County Engineer's Office. Cm~G1('gx°wkw
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner
determined by RIVERWALK OWNERS ASSOCIATION or their successors in interest.
6. Should RIVERWALK OWNERS ASSOCIATION be terminated for any reasons, the successors in
interest shall be the individual lot owners, or their successors in interest, who are members of
RIVERWALK OWNERS ASSOCIATION at the time of said termination.
7. In the event such private road includ.iag assor,iated drainage facilities is improved to Spokane County
standards for public streets, and the County is willing to accept the dedication of such road aad
drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedicadon.
8. Owners of lots within the Plat who are served by such road, may sue and recover damages and
attorneys' fees from any owner of any lot within the Plat which is also served who refuses to participate
in the road and drainage facilities construction, financing, and maintenance.
9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service
the private roads and associated drainage facilities contained within or providing service to the property
described in this Plat. By accepting this Plat or subsequently by allowing a building permit to be issued
for property on a private road, Spokaae County assumes no obligation for said private road and the
owners hereby acknowledge that the County has no obGgation of any kind or natwe whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal
on a private road or ics associated drainage facilities.
10. Spokane County is hereby granted the right of ingress and egress to all private roads and/or drainage
easement, for the purpose of inspection and emergency maintenance of draiunage swales, and any other
drainage facilities, if not property maintained by the RIVERWALK OWNERS ASSOCIATION, or
theu successors in interest. Spokane County does not accept tbe responsibility to inspect and maintain
the drainage easements or drainage swales, nor does the County accept any liability for failure by the
RIVERWALK OWNERS ASSOCIATION, or theu successors in interest to properly maintain such
areas.
11. The lot owners within this Plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties.
12. The lot owner or his representative shall inform each succeeding purchaser of all drainage easements on
the property and of his responsibility for maintaining surface drainage paths and swales within said
easements.
13. The RIVERWALK OWNERS ASSOCIATION, or their successors in interest, shall maintain all water
quality treatment swales ("208" swales") and drainage d.itches situated within this Plat, and any portion of
a 208 swale situated in the public right-of-way adjacent to this Plat, with a permanent ground cover as
specified on the current approval plans on file with the County Engineer's Office. The RIVERWALK
OWNERS ASSOCIATION, or tbeir successors in interest, may install approved shrubbery aad/or trees
which do not obstruct the flow and percolation of storm drainage water in the 208 swales and drainage
ditches, as indicated by the current approved plans on file with the County Engineer's Office.
1
• ~ ~
I14. Spokane County does not accept the responsibility of maintaining the drainage course on private lots
within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever,
including but not limited to inverse condemnation to any properdes due to deficient coastruction and/or
maintenance of drainage courses in drainage easements on private property.
15. Whenever the RIVERWALK OWNERS ASSOCIATION or their successors in interest fail to mai.ntain
the drainage faalities in conformance with the approved drainage plan, a notice of such failure may be
given to the RIVERWALK OWNERS ASSOCIATIQN or theu successors in interest, by the County.
If not corrected within the period indicated on said notice, the County has the right to correct the
maintenance failure or to have it conected at the expense of the Homeowner's Association, or their
successors in interest.
16. A.ny building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a
window well, a window unprotected by a window well, or a doorway). Said positive drainage sball
consist of a minimum slope of 3% away from the building for a distance of at least 10 Feet from the
building. The lots sball be graded so that either a) all runoff is routed away from the building, and
conveyed over the lot to a natural drainage swales or approved drainage facility, or b) drainage
intercepted on the lots is disposes of on the lot in an approved drainage facility. The approved drainage
facility shall be constructed in accordance with the approved plans on Sle at tbe County Engineer's
Office. Any revisions to the approved drainage plans must be approved by the County Engineer's
Office prior to construction of said revisions.
17. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs,
successors or assigns, including the obligation to participate in the maintenance of the private road and
drainage facilities as provided herein.
Dated this day of
PARKLAND HOMES, INC. .
A Washington Corporation
BY:
ITS President
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)ss
County of )
On this day of , 19 , before me, the undersigned, a Notary Public in and for the
State of Washington, personally appeared GeorEe Reece , to me known to be the President of
PARKLAND HOMFS, INC., a Washington Corporation, that executed the within and foregoing instrument,
and acknowledged the said in.strument to be the free and voluntary act and deed of said partnership, for the uses
and purposes therein mentioned, and on oath stated tbat he is authorized to execute the said instrument and
that the seal affixed (if any) is the corporation seal of said corporation.
Given under my hand and official seal the day and year last above written.
NOTARY PUBLIC in and for the State of
Washington, residing at
My commission expires
2
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of
(hereinafter referred to as the "Development"), the undersigned covenants and agrees that:
1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans
on file in the County Engineer's Office.
2. A lot is served by a private road when: a. the only road frontage for the lot un tlie Development is on the private road, or; b. a
lot having frontage on more than one road (public or private) constructs an approacli to the private road.
3. The .
Home Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in
conformance with the approved plans on file in the Counry Engineer's Office.
4. The owner(s) of any lot created by ttie Development or alternation thereof and served by a private road shall be responsible for
maintenance of said private road, including associated drainage facilities.
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by the '
Home Owners Association or their successors in interest.
6. Should the
Home Owners Association be terminated for any reason, the successors in interest shall be the individual lot owners, or their
successors in interest, who are members of the
Home Owners Associatioa at the time of said termination.
7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets,
and the Counry is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any
documents necessary to accomplish such dedication. .
8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from
any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage
facilities construction, financing, and maintenance.
9. WARNING: Spokane County has no responsibility to build, itizprove, or maiittain or otherwise service the private roads, atd
associated drainage facilities contained within or providing service to 1he property described in [he Development. By accepting
this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County
assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind of
nature ivhatsoever to establish, examine, survey, construct, alter repair, iniprove, maintain, provide drainage or snow removul
on a privute road or its' associated drainage facilities.
10. Whenever the .
Home Owners Association or their successors in interest fail to maintain the drainage facilities in conformance with the ,
approved drainage plan, a notice will be given to the
Home Owners Association or their successors in interest by the County. If not corrected after 10 days, the County has the
right to correct itie maintenance failure or have it corrected at the expense of the
Home Owners Association, their successors in interest, or lots in the development.
11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements
or floodplain areas, no the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any
properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property.
12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns,
including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein.
OWNER
OWNER •
Dated this day of , 19
STATE OF WASHINGTON )
: .
County of Spokane )
On this duy personally appeared before me
krwtivit to me to be the individual(s) described in aid who executed the within urul foregoing instrument aul acknowledged that
he/she/they signed the sa me us his/her/their free arul volunlary act arul deed for ihe uses aiui purposes therein stated.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this duy of ,19 .
Noiury Public in untl for the Stute
of Wushingian, residing ut Spokune
~q
,
S F O K t-ti A N E s n., C O U N T Y
DIVISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Counry Engineer
May 28, 1999
Ms Susan B. Larson
Parker, Smith & Feek -
1700 First Interstate Center
999 - 3rd Avenue
Seattle, Washingtoa 98104
RE: Bond Release - Insurance Company of the West -
Bond # 149 09 29 & 1502625 - Riverwalk 7th Addition
Parklaad Homes/Pacific Properties Dear Ms Larson, Spokane County has accepted the work that the above bonds covered
and the warranty period has expired. The above referenced bonds may
be released in full effective immediately.
If you have any question, please call me.
Sincerely,
,
Bill Hemmings, PE
Development Services Engineer/Manager
cc: File, Pacific Properties _ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD:,(509) 324-3166
w~
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INLAND- PACIFIC ENGINEERh'=-sf;~~~~~~:..,~~~`~~~?~'
07
SPOKANE • COEUR D'ALEt
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April 16, 1999
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I.P.E. W.O. 996070-1 & 96111-1
-
;
+
.73
Spokane County Public Works
Engineering Department
1026 West Broadway Avenue
Spokane, WA 99260
Attn: Doug Busko, P.E.
Re: WAP►RRANTY BOND RELEASE
Dear poug:
On behalf of our client, Pacific Properties, we would like to request the release of the following
bonds; Mission Avenue #1490929, Barker Road #1502625 a.nd a.n inspection bond #1502628.
?E&-ertsC'a 0b4 These bonds have been in place for over one year. If there is any information you need from me
to facilitate this request, please let me know.
Sincerely, _ _ _ _ - - - - - - - ,
IPE/STI Northwest I
Bruce A. Howard ,
Principal ;
Q G~ ~v v ,
BAH/cf
cc: Doug Birch, Pacific Properties
I '
b7d
707 West 7th • Suite 200
Spokane, WA 99204
509-458-6840 • FAX: 509-458-6844
\
~
August 4, 1998
Susan B. Larson, Attorney -In-Fact
Insurance Company of the West
999 3'd Ave., Suite 1700
Seattle, WA 98104
RE: Bond Number 150 26 28
Riverwalk 7`h Addition
Dear Susan:
Please 6e advised that bond number 150 26 28 in the amount of $ 6,200.00 and
dated June 4`h, 1997 may be released since Snokane County has accepted the
engineer's certification of this project.
Sincerely,
William A. Johns,
Spokane County Engineer
William H. Hemmings, PE
Development Services Engineer/Manager
cc: File
Bruce Howard, PE, IPEC
~
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,
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~
S P O K A N E ' C O U N T Y
o
DIVISION OF ErIGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
d
March 4, 19 ~
Parker, Smith, & Feek 1700 First Interstate Center
999 - 3`dAvenue
Seattle, Washington 98104
Att: Susan Larson .
Re: Subdivision Roadway Improvement Bond:
Insurance Company of The West: Bond # 149 09 29
Spokane County # P 1414-F: Riverwalk 7" Addition: Mission Rd. Improvements
Parkland Homes / Pacific Properties
Dear Ms. Larson,
Please be advised that roadway improvement bond # 149 09 29 issued as surety for-the
construction of road and drainage improvements along Mission Road in the current
amount of $10,416.00 may now be reduced to $5,208.00.
A final warranty inspection will be conducted on the above project during March of 1999.
Consideration of the final release of the bond will be made at that time.
: If you have any questions please contact Jim Radke at 456-3600.
.
Sincerely . B
t
~
Jim Radke, P.E.
Development Engineering Services
1026 W. Broadway Ave. 0 Spokane, 4VA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~ ~ ✓ ~ ~ J . ~
S P O K A N E . C O U N T Y ~
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
. 4Villiam A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
January 16, 19~~-
i-
Parker, Smith, & Feek
1700 First Interstate Center .
999 - 3`d Avenue
Seattle, Washington 98104
Att: Susan Larson
Re: Subdivision Roadway Improvement Bond:
Insurance Company of The West: Bond # 150 26 25
Spokane County # P 1414-F: Riverwalk 7t' Addition: Barker Rd. Improvements
Parkland Homes / Pacific Properties
Dear Ms. Larson,
Please be advised that roadway improvement bond # 150 26 25 issued as surety for the
construction of road and drainage improvements along Barker Road in the current
amount of $88,500.00 may now be reduced to $8,850.00 (Eight Thousand Eight Hundred
and Fifty U. S. Dollars).
If you have any questions please contact Jim Radke at 456-3600.
Sincerely, ~'1 n
,r f
` ' ~n
. . ,j
J_im Radke, P.E.
Development Engineering Services
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 9 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
I _ fJ ~ •
f -
.
S P O K A N E , C O U N T Y
_ DIVISION OF EIVGINEERING AIVD ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. johns, P.E., County Engineer Dennis M. Scott, P.E., Director
January 16, 1997-
~
-.s
Parker, Smith, & Feek
1700 First Interstate Center
999 - 3rd Avenue
Seattle, Washington 98104
Att: Susan Larson
Re: Subdivision Roadway Improvement Bond:
Insurance Company of The West: Bond # 149 09 29
Spokane County # P 1414-F: R.iverwalk 7`hAddition: Mission Rd. Improvements
Parkland Homes / Pacific Properties
Dear Ms. Larson,
Please be advised that roadway improvement bond # 149 09 29 issued as surety for the
construction of road and drainage improvements along Mission Road in the current
amount of $104,157.00 may now be reduced to $10,416.00 (Ten Thousand Four Hundred
Sixteen U. S. Dollars).
If you have any questions please contact Jim Radke at 456-3600.
Sincerely,
. f
, P"'L
Jim Radke, P.E.
Development Engineering Services
1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
SEP-24-1996 i6:1E INLAND PACIFIC ENG P.02
• , ~ ~
.
y TRANSNATION TITLE INSCTFtANCE COMPANY
NoRZH 7 2 0 ARCONn
SPOKANE, WASH INGTON 99212
PYegarled for.
PACIFIC PROPERTIES INC. Order No.: CD201722
ATTN: MICR.AEL E. MILLER
14410 BEL-RBD ROP.D
aELLEvuE, wp, 98007 cc: Inland Pacific/B.J.
FIFTB RFPORT
P L A T C E R T I F I C A T E
Certificate for filing Plat of :
RIVERWALK 7TH ADDITION - JOB NO. 96070.
In tre matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk' s of f ices, and the records of the Clerk of the United States
District CoLrt holding terms in said councy. This certificate is made for
cne gu.:pose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
cerczficate. From sucr examination, the company hereby certifies the title
Yc the following described land, in said Spokane County, to-wit:
SEE ATTACHED
Post-it° Fax Note 7671 Date 'a9eS►
t ~ From
To XJ
CoJDepCo. Phone # Phone #
Fax # Fax #
Page 1 of 5
S.EP-24-1996 16:16 I-NLAND PACIFIC ENG P.03
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Order No. CD201722
LEGA.I2 DESCRIPTION •
That portion of the Southwest Quarter of Section 8, Township 25 North,
Range 45 East, W.M., more particularly described as follows:
Beginning at the Southeasterly corner of the Final Plat of RIVERWALK
FIRST ADDITZON, as per plat thereof recorded in Volurne 23 of Plats,
Pages 37 through 40, Spokane County Auditor's Office; thence Northerly
and Easterly along the boundary of said RIVERwALK FZRST ADDITION the
following twenty-one (21) courses:
l. North 00003'40" East, (North 00003'10" East, Rec.) East a distance
of 10.00 feet to the beginning of a non-tangent curve concave to the
Ncrtheast having a radius of 20.00 feet (from which a radial line bears
`'orth 0000340" cast (Notth 001103'10" East, Rec.));
2. Northwe sterly along said curve through a central angle of 8 9° 5 6' 4 0"
1890So'52T' Rec.? an arc distance of 31.40 feet;
3. vorth 001100'21" East a distance of 95.04 feet (North 00000102"
rn=sc, 95.00 feet Rec.) co the beginning of a curve concave co the
Southeasc having a radius of 20.00 feec;
4. Northeastez-ly along said curve through a central angle vf 90003141"
an arc dist3nce of 32.44 feet (90003108" an arc distance of 31.43 feet
Fec.);
5. lvorth 00 ° 04' 02 11 East (North 0000212911 West Rec.) along a non-tangent
li.r_e a distance of 50 . d0 feet;
6. South 89055' S8" East a distance of 49.95 feet (South 8905615111 Ea9L,
50 . 02 feet Rec. ) ;
7. North 00°01'24" East a distance of 195.03 feet (North 00000102"
East, 195.00 feet Rec.);
8. South 89055' S8" East a distance of 29.92 feet (South 89056' S1" East,
30.00 feet Rec.);
9. North 001000'55" East (North 00000102" East Rec.) a distance of
180.42 feet; -
10. South 89056102" East a'distance of 215.02 feet (South 89°56051"
East, 21S.00 feet Rec.
11. South 42027' 02" East, a distance of 89.97 feet (South 42029' 21"
East, 89.99 feet Rec. ) ;
12. South 59059'40" East a distance of 182.61 feet (South 59059'58"
~ast, 182 . a2 `eet Rec. ) ;
13. North 30000'02" East a distance of 25.00 feet;
14. North 59059' 40" West a distance of 101 . 96 feet (North 59059'58"
WzsC , 102.02 teet Rec. ) ;
15. Norch 26149' S4" West a distance of 53 . 58 feet (North 26049' 1'7"
West, 53.52 feet Rec.);
16. North 4900614811 East a distance of 185.44 feet (North 4900612811
East, I35.43 feet Rec.) to the beginning of a non-tangent curVe concave
to the Northeast having a zadius of 604.62 feet (600.00 feet Rec. ) from
which a radial line bears North 49006'48" East (North 49006'28" East,
Rec.));
17. Northwesterly along said curve through a central angle of 03048'20"
(03050106" Rec.) an arc distance of 40.16 feet;
18. North 52056'45" East a distance ot 149.99 feet (North 52056134"
East, 154.00 Leet Rec.);
legai cont.
Page 2 of 5
. SEP-24-1996 16:19 INLAND PAC[FIC ENG P.04
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.
Order No. CD201722
legal cont.
19. North 27038' 25" West a distance of 145.70 feet (North 27°41' S1"
west, 145.73 f2et Rec.);
20. North 22040' 02 11 west a distance of 149.13 feet (North 22°41°20"
West, 149.19 fe-m-t Rec.);
21. North 29158140" West a distarice of 131.86 feet (North 29059158"
West-, 131.90 feet Rec.) ; to the Southerly boundary of RIVERWALK SECOND
ADDITION as recorded in Book 23 of Plats, Pages 94 and 95, in the
Spokane County Auditor's Offiee; thence along said Southerly boundary
the following five courses:
1. North 60000'02" Easi a distance of 269.80 feet (269.96 feet Rec.);
2. South 2915915711 East (South 291059' S8T' East, Rec. ) a distance of
27.01 feet
3. North 58000'58" East a distance of 61.93 feet;
4. Norch 75040158" East a distance of 63.00 feet;
5. North 89°48100" East a distance of 331.53 feet to the Southeast
corner of said RIV~,'RWALK SECOND ADDITION thence North 890471311, East
a distance of 104.75 feet to the East line of the West half of the
Southeast quarter of the Southwesz quarter of said Section 8; thence
South 0101710011 Ellast along said East line a distance of 1310.29 feet
(Rec. Scuth 01017'37" East, 1310.31 feet) to the Northerly right of
way line of Mission Avenue; thence North 89056' 20" West along said
Norcherly right of way line a distance of 1288.95 feet to the True
Point of Begi-nning;
EXCEPT 'I'HAT portion of said South half of the Southwest quarter
described as follows:
BEGINNING at tre intersection of the East line of the West half of the
Southeasc quarter of the Southwest quarter of said Section 8 and the
Northerly right of way line of Mission Avenue; thence North 8905612011
west, along said Northerly right of way line a distance of 12.00 feet;
thence North 0101710011 West, parallel with said East line a di9tance of
169.35 feet; thence South 89056150" East, a distance of 12.00 feet to
said East line; thence South 01017'00" East, a distance of 159.85 feet
Go the Point of Beginning; Si-tuate in the County of Spokane, State of Washington.
~
VESTuD IN :
?~,RKLA~~TD HGMES , INC., a Washington Coz-poration.
~XCEP7'1GN .
I. "iaxe9 and ass , no search having been made thereof, as
Co Parcel No. 55083.9064.
Parcel numbers are Drovided from the latest Assessor's Maps availabl.e
to the company. Sai3 parcel numbers are not a matter of the public
record therefor, the company makes no assurance as to validity or
accuracy relating thereto.
Page 3 of 5
SFp-~24-1996 1E:1-9 INLANp PAC(F(C ENG P.05
• ' - ~1
, .
Order No. CD201722
2. Liability ta future assessments by Consolidated Irrigation District No.
19.
3. Liability to future charges by Spokane County for Storrn water service.
4. Declaration of Covenant and Easement imposed by instrument rECOrded on
May 15, 1995, under Recording No. 9505150112.
5. VOLUNTARY MITIGATION AGREXM?NT AND THE TERMS AND CONDITIONS Z'HEREOF :
kECORDED: July 24, 1995
RECORDING NO.: 9507240089
FQR MITIGATING SCHOOL ZMPACT, INCLUDING, BUT NOT LIMITED TO LIABILITY
rOR SAID MITIGATION IN THE AMOUNT OF $750.00 FOR EACH NEW SINGLE FAMILY
RES IDENTIAL CTNIT.
6. EASEMEIVT AND THE TERMS AND CONDITIONS THEREOF: '
GRA.NTEE: Riverwalk Owner Association, a Homeowners
Association
PURPOSE: Temporary Turnaround Easement
70REA AFFECTED: This and other property
R.CORDED : May 2, 1996
RECORDING NO.: 9605020318
7. DEBD OF TRIIST AND THE TERMS AND CONDITIONS 'I'HEREOF:
GRANTOR: Parkland Homes, Iu Washington
Corporai~.i,.or
TRUSTEE: snation Title Insurance Company
SENEFICIARY: 7un . 8ank of Washington, National
OR IGINAL AMOUNT: ,500.00
DATED: S, 1996
R~'CORDED : August 9, 1996
RECORDING N0.: 4033647
Tnvestigation should be made to determine the present balance owed by
contacting the appropriat2 lender/agency/individual.
SAID DEED OF TRUST IS A RE-RECORD OF THE DEED OF TRUST RECORDED ON JULY
12, 1996, tTNDER RECORDING N0. 4013872.
THE DEED GF TP.UST WAS MODIFIED BY INSTRUMENT:
REC02DED: September 4, 1996
2ECOR.DING NO.: 4032014
8, Covenants, conditions and restrictions imposed by instrument recorded on
July 24, 1996, under Recording No. 4018241, including but not limited to
rights or benefits which may be disclosed affecting land outside the
boundary described in Schedule A. (Affects said premises and other
property)
Page 4 of 5
~ , SFP-24-1996 16 :20 ;A--,qND PAC 1 F I C ENG P. 06
Ti
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,
Order No. CD201722
9. Pctential liability for assessment9 levied by Spokane County Utility
Gepartmer.t for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
G TIONS
Dated: S tembar 19, 1996 at 8:00 A.M.
TRANSNATION TITLE =URANCE COMP1aNY
. .
BY
For se ce on this order all:
(509) 922-2222 (FAX) 926-1519
Connie Dodge, Title Officer
sc '
PageSof 5
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•
♦
INLAND PACIFIC ENGINEERING, INC.
September 3, 1996 .
W . 0. No. 96070
~
Spokane County Public Works - Development Services R. ~
W. 1026 Broadway ~
Spokane, WA " 99260
.
.
.
Attn : Paul Linneman, E . I . T . ' L ~ ~ . • ~G~'
~ QN L~ Re:" Riverwalk 7th Addition; P-1414F '
Street and Inspections Bond for Plan Acceptance I
. 4~•~..
Paul :
Per your recent correspondence you will find enclosed a bond in the amount of
$104,157.00. This bond includes the amount for both the street bond and inspection
bond. Upon receipt of this bond please provide acceptance for the street and storm
plans for the above referenced project.
Should you have any questions concerning this submittal please call at 458-6840. As
always, your prompt attention to this project is greatly appreciated.
Sin erely,
Inl nd Paci ngineering Co.
, n .
Todd R. Whipple, P.
TRW/tw
enclosures
cc: Doug Birch, Pacific Properties, Bellevue, VVA
file
R F, ..~~~I V E D ,
SEP 0 4 1996
SpOKAWE WuWly ENGINEER
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277 . ~
09/25/96 07:38 FAR 206 649 8196 N FRAKLIN ANNEX 0002/002
J
U.S. BANK
WASKINGTON CORPORATE BANKIlVG
10800 Northeast 8th Street, Suite 1000
Bellevue, Washington 98004
206-450-5950
. 206450-5989 Fax
. . Bill lohns, P. E.
Spokanc County F,ngineer
1026 W Broadway Ave
. -Spokane WA 99260-01 70
. SUBIECT: DeveloperBorcower: Parkland Homes, Inc. ' ~ .
Mortgage Loan No.: 6714718328
. , Spokane Engineer Project File f'1414F Riverwalk 7th, Barker Road Ptans
Funds in the amount of S64,500.00 are being held in a special non-interest bear:ng account in the
name of Par4cland Homes, [nc. , et ux, for the Furpose of assuring completion of insta![ation of roadway surfacing, including grading and grave l, storm drainage and monuments in Riverwalk, 7th Addition,
Barker Road Plans in accordance with tfie drawings and specifications as submitted to and approved by the
Counry of Spokane Fagineer's Office. No funds will be disbursed from this acr,ount without written
a! authori2ation of the Spokane Counry Engineer. This set aside of funds will not be revoked without the
~ consent of the Cour►ty Engineer.
. •
[n ihe event that the completion and acceptance of the above-named improvements for
maintenance by rfie County of Spokane are noc accomplished witfiin a period of two years from the date of
this agreement, al1 funds remaining in the account will be forf'eited to the County of Spokane upon written
;3._~ ~ request by the Spokane Counry Engineer's Office to U. S. Bank unless it is muwaily agreed to extend this
agreement for another year. It is understood and agreed that upoa the forfeiture of the funds to the County
,
= of Spokane, that the Counh, of Spokane will then undertake completion of the subdivision to be
~°-`w • accomplished within twelve (12) months from the date of the forfeiture of funds. It is firrther understood
and agreed t}:at in the evznt of any shortage of fiunds to complete improvemertts, the Counry of Spokane
may have recourse against Parkland Homes, Inc.
_
•
It is specifically understood and agTeed by the parties, that in holding funds for this develoPment,
-
, U. S. Bank is not serving as guarantor for any additional costs incurred by the County of Spokane in the
com
pletion and acctpiance of the above-named improvements.
Mw
~
ACCEPTED AND APPROVED TH(S 23:-d ciay of September, 1996.
~
U. S. Baiilc
10800 N E 8th , Suite 1000 < ~
Bellevue WA 98004
(206)450- 965
a ~
. . B Y', ~
R. A. ~forida, Vice P er ident ~
- Parkland Homes, Inc. ~
144 10 f3e1-Red Rd, Suite 200
_ Bellevue, WA 95007 -l Cl-
(206)644_
'aY: -Oor ~ U
George Reece, President
OFFICE OF THE
SPOKANE COttN7'Y ENGfTIEER:
Lori & StePh 206649$166 Pe02
September 23, 1996
Spokane County
1026 W. BroadWay
Spokane «A 99260
RE: P 1414F - Rivcnvalk 7th
Barker Road Plans VVe hereby agree that an amount of $64,500.00 to pay the cost of the Barker Road Plans
is to bc earmarked in the form of undisbursed loan fitnds under loan number 6714718328,
Refcrence Note 224/232. U. S. Bank agrees that the funds being held hercin
aforementioned will be disbursed for the above mentioned subdivision improvements and
tor no other ptirpose. Such disbursements are to be made only after U. S. Bank has
sacisfied itself thac the work to be paid for has actually been performed.
In the event our borrower fails to complete and pay for the subdivision improvements as
required under the Barker Road Plans, any remaining ftinds being held shall be
immediately available co Spokane County to complete and pay for the cost of said
improvements. Spokanc County shall not in a.ny way be obligated to repay said funds so
used to U. S Bank.
Very truly yours,
U.S. Bank
R. A. Florida
Vice President
• . ~ _J
v
OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON
TO: ED PARRY
FROM: DAVE BERTO
DATE: May 12, 1997 SUBJECT: BOND ITEMS P1414F RIVERWALK 7TH BARKER ROAD IMPROVEMENTS
The bond: for the above mentioned project is for the
following items:'
1) All the items on the approved road and drainage plans.
. ..I • • . . . I I l t ' • . 3 I • • : I . • • ^ ~ •
. .
.
,
. .
Road and Draina e Bondin Estima~e 1~~!
~AINAGe ITEM3 UNIT9 QUANTITY PRICE C03T ~
1) Drywell - Type A E~ 1 , 1350.00 1350.00
2) DryweU - Type 8 EA 1700.00 0.00
3) Grate - Type 1 EA 320.00 0.00
4) Grate Type 2 EA 1 345.00 345.00
5) Grate - Type 4 EA 300.00 ' 0.00 ,
S) Backfill For DW CY 30 17.25 517.50
7) Getch 6asin EA 1 800.00 g00.00
8) C.M. PIPb f0" Dia. LF 24.00 0.00
9) C.M. pipe 12'~ oia. lF 36 27.00 4972.00
101 C.M. Pipe 15" Dla. LF 28.00 0.00 11) C.M. Pipe 18" Oia. LF 30.00 0.00
121 Precast MeriFiole ~A 1500.00 0.00 ,
13) SoNd lid = - _ . , • . , ' • ~ ~A., 1 ~ 325:00 325.00 ' . . '
14) D'itch Eiksvatlon ' . : : ; . , . . ; . M . . : . ' . " . .
CY ' 10.00 r 0:'b6 15) Pond Excavatiort . 500 1 Q QO ' ' 5tl00.00 - + - ' 16) Sod ' SF 114875 0.70 10412.50
NON STANDARD DRAINAGE ITEMS . . .
1) Fifter Fabric Lining For D.W. L3 100.00
2) Construct 8 Curb Inlets type 1 - ,LS 1050.06
3) Irrigation System For Swales LS 10000.00 4) ' - ? . , . . ~ ~.00 _ . DRAINAGE SUBTOTAL 30872.00
16) Monuments. . _ . . . _.EA . ~ , 185.00.•, . 0.00
17) Barricede LF 35.00 0.00 .
18) 9treet Sfgns EA 90.00 0.00
- - OTHER SUBTOTAL 0,00
GRADING, 9URFACINO, CURb, ANb 91DP-WALK
19) Ftough Grade CY 709.7 16.00 7097.00
20) Top Courze CY 399.2 15.50 6187.60 21) Base Course CY 15.50 0.00
22) Asphalt Conctete tons 454.7 46.00 20916.20
23) Curb Type A !F 7.50 0.00 • 24) Curb Type B LF 810.9 8.50 6892.65 '
25) Curb Type R r; t LF 8.50 0.00 .
26) Sidewalk 8Q YD 540.6 17.50 9460.50
NON-STANDARD ROAD ITEMS
. • , ..__._m ~ .
1) Saw Cut And Removel Of Existing Asphalt LS . 1500.00..,. , . . . . , . .
2) ~ 0.00 •
3) 0.00
, , . • GRADING AND SURFACWG 52053.95 INSPECTION SERVICES
1) Inspection Services, Reports 8 As-Builts for Public LS 4500.00
2) Inspection & Record Drawings for Irrigation System LS 1000.00
CONSTRUCTION TOTAL 82,925.95
INSPECTION TOTAL 5,500.00
GRAND TOTAL 88,425.95
.
~ ~ & S, S-m '0-~o
t c1 1 . • . i .
~ ;~~I 1 l,! a ( f I
'Jl'S 900+rS . rlt~i c.~"'IF1M~CtYE~!' 'l.J 6'aT8 d 3dA1 aano '
SNOl L 't, jh ' 313b3N03 11bHdSti .
0,&•3 060 '3Sa(l03 3Sd13 JNIodjb(lS Q3HSf18o .
•A•:j VO66c • 3sanoO dOl 9N13djans Q3HSfia3 •
'll '3 L' 60L NO I 1dMdM3 AtlMC[ElOa
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BONO ESTIMATE 0 DATE 12-May97
PROJECT: P1441C - Achton Heights 4th Addition , estlmsted by
Bcnd catculation EJP, OB intial qtys
• DRAINAGE I7EMS . ~ UNITS QUANTfTY PAICH COST
1) DiVwell - Type A EA 1 1250.00 1250.00
2) Drywell • Type B EA 1850.00 0.00
3) Grate - Type 1 EA 315.00 0,00
4! Grate Type 2 ' EA 1 340.00 340A0
51 Grate - Type 4 EA 300.00 0.00
8a1 Backfill Far OW CY 30 10.00 480.00
, . Bb) Filter Fakrtc tof.411V LS 1 200,00
7) Catch Bacin ~ EA' ~ 1~ ~ 796:00 750.00' ~
81 Pipe 12' Oia. CMP LF 38 27.00 972.00
9) Pipe 12' Dia. DI lF 40.00 0.00
101 Pipe 1S' Dia. CMP LF 27.80 0.00
• 111 Pipe 18' Oia. CMP ~ lF 31.50 0.00
121 Wecast Manfiole EA 1500.00 0.00
13) Solid lid EA 1 310.00 310.00
14a) Eerthwork - Cut Sweles CY 500 10.00 5000.00
' CY 10.00 0.00
1461 Earthwork • Fill CV 10.00 0.00
CY 10.00 0.00
151 Sod SF 14875 0.70 10412.50
, Ffydrosead SF 0.07 0.00
NON STANOARD ORAINAOE ITEMS
11 Beck aprane for Curb fnlets~ CY 18.00 0.00 ~
21 Irrigation syetem tor swale L5 1.00 10000.00 rQ/s~~~(!~►~`~L)
. 31 ConsVuction Inspeption 6 Record DreVin9° ~ s~~~ e• • , Stedon 9 500.00 4800.00 ~
- . , , . .
^ ~v DPAINA~E SUbTOTA4 T 34214.50
. . . > . . ~.~..F-..~ .
tfii Monumenta ~n ~ • • ~ , ~ ~ ~ - • • ~ 185.00• • 0.00.• • .
171 earricade 33.06 0.00'
18) Stroet Signc EA 06.OQ 0.00
} OTHER SUBTOTAL 0.00
»"...'~----...~».___..~~.»"'.Y" . 1 . , r......
GpADINC3, SURFACINO, CURB, AND SIOEWALK
19) Rough Grade CV 1000 10.00 10000.00
201 Top Course CV 600 10.00 6000.00
211 Base Course CY 18.00 0•00
, 221 Asphalt Conwete Ton• 44.40 0100
23) Curb Type A LF 7,00 0.00
241 Corb Type B !F 830 0,00 7140.00
251 Curb Type N lF . ~ 8.00 7136.00
26) Sidewalk ~ SQ VO , 19.70 • 0.00
NON-STANDARO ROAD tTEMS •
11 . 0.00
0.00
21 •
31 1 0.00
al 0.00 '
ORADfNO ANO SURFACtNO 32676.00
2W4D TOTAL 06.790.50
• `.,~`'~„'Jp~•' ' ~'1~'~
_ _ ~ . _ ~44,.- , < • -,a• ' T ' e I~~i . . s..^ ' • ~ , ' ' ~ . .
~
. . _ . _ a~ . . _
.
1. Z~- ~ f ~ , ~r+i.- ~1 ~ J~AiQ
~ .r ~ i• o . ~ •A . ° ~ i ~,~~L~v;' k'~~ 1 ~ y,~+. ~ ~ • V-4
P e r 4A t A1. . ♦l'• 7. t ~-tg 1, C
1 ~~,j~~~~ d. ~
. ,p.
. ~ ~ - • . • ~ ~ ' , ~ ~ • , .r ' ~ I
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• . 1 •11~ ~ r . '
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. . ' , ' ;
1
ASSIGNMEN'x
r-or security purposes only, . .
oe.•eterer
hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Wasliington, tlle fallowing:
Savi»gs Certi(icate Number a
in lhe face amount of
and held in and by ~
' Rlink Name -
$and of .
, Branch
Tliis assignrnent is made as security for the ful) and faithful per.formaiice by
,
Develnper
of certain roads, monuments and drainage facilities for, "
. ,
Njkme of De.•eiopment ,
sneciFed in the typical sectirni and roadway improvements specifications for said prvject, dated day of , 199_.
And on file in the Office of the Spokane County Engineer.
Any interest benefits accruing under said savings certificate sliall remain lhe nroperty of
S~
~ ~~wr~ .
savings certificate to be released to
. Developer
or any other party only witli tlie prior written consent and agreement of Spoklne Cou»ty. PROVIDED,1'URTIiCR, the undersign does }iereby autliorize
,
Rank Nsme ,
to pay over to Spokane County al) or a suMcient portion of the monies in the savings certificate referenced hereinabove upon written
documentation being received from the Spvkane County Engineer indicating that the ptirposes for which tlie savings certiticlte was
assigned have not been fuliy and faithfully performed as required and a statement of tliat atnount of money wliich the County
Engineer as required and a statement oFthat amount of money whlch the County Engineer deems necessary to complete such
obligation. Upon receipt of such written docvmentation,
. ~
Dtvelqptr
hereby authorized ~
eana N~me
to release to Spokane County tliat amount of money requested up to the maximurn amount in the savings certificate.
DATFD tliis day of 199 .
EiANK : ,
. ADDRESS : ,
CITY STATE Z1P : ,
i'110NE : , PRESIDENT :
~
SECRETARY : ,
DEVELOPER :
,
STATE OI% WiiSNINGTON ) .
:ss -
County of Spokane )
On 11iis drry persottnlly aPpenred before me
knoivn to me to be the indirrdrial(s) described irr rnrd who eYecuted ihe wirhin and foregoi»g insmement and acknolvledged that . Ire/she/tlrey signed tl:e sante as Iris/lier/lheir free arrd volujitary act and deed for tlte «ses aird purposes-tl:erein stated.
GNEN UNDTR MY NAND AND OTTICIAL SEAL tlris day of ,)g
Notary Pctblic in atd for thc Stale of Washsington
of Was)ti»gton, residing ut Spokane
Q
-0 116 ~
iwc
INLA,~ND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokarte, WA 99244 (509)458-6$40 Fax. (509)458=6$44
To: V~~~ Co - ~ -
~ DATE: C41 Qq I
~
I.P.E. FRO,]ECT CLW-7 D
~
A"FTENTION: DIIE- ~n PRO3ECT NAME: ~ ~"E~~ ~ DesCr1pt1~n
F~ Xervx 'Prints N ~ Copy of Letter N ~
N ~ Original Drawing Contract Documents M ~
M ~
M~Work Aut,horization N ~ Report
N0. Copies Description .
1 AtdZS
PuIpoSe
NI Infvrmation MI;Review & Comrnents M~ Per Yaur Request
N I Written Approval M(Signature & Return
Remarks
~ .
:
Signed *-OX
cc: ~
t DATFLN5MT PM5
mt by:. BUCK AND GORDON 1 206 362 3365; 09/23/~-~4:51PM;Jgtffix #774;Page 2/7
08/23 16'04 1896 FROfA: E),0 754 5781 T0: 2Uti oLo ubt- ~ rhuc: c
g-23- 1 996 a: 42PM FRf]M CSC NETwORKS/PH 1 360 764 5781 P. 2
UrrcrU or ' ImORPONATION STAT;"c"'~"IRM
(W ~2
Rxv= ~ D~azaa~ vIr ~OocuT~
RAM MtaM
1-4EGAETIIAY OF aTATr
. The undersigned, actinq ae incorgorator of a cozporati.an
tuZC9er the washi ngton Nors-Prof it Miscallatseous aad Mutual .
Corporations Act (tbe "Act-), adopta the fallawinq AxticYos of
_ Incorporatian for tha RivQr Walk Divisioa VYx Homeowaers
Association.
ARTzcL8 l. PM
Tha asme vf this corporation shal1 be RZVER wALK DIVISTON
VI x HOME4WNER8 ASSociATZQN (the ' Assoc iation
ART=CLE 2. DKIVAT;= .
The durazion oP this Associatiort shall ho gexpetual.
A]NtZCLE 3. ~80sg8 EMS.
3.1 ElMao6es. The puryose for which the As6ociatioa in
organized is to prvvide a.n enticy tor the oaeYation of a
reside-ntial development known as River Walk pivisfon vSI located ia
Spokana Couaty, Wash.fngton a,nd described on Exhibit A hereto (the
"Property'). The Association shall engage in 411 such activities
as are ineidental or conc3ucive to the attainrnent of the obj ectives
of the Agsociation and all aativities wh.ich are permitted to be
done by a nonprof it corpoxation e,uider any laws Chat may now or
heareaf ter be applicable or available to this Association.
3.2 powers. Tha powers of this Association ahall be
subj ect to and shall be exerCised in accordance with the 8rovisions .
of the DeClaration and Covenants, Canditions, Restrietions, Basemeats, and Ressrvations for River waik pivfsion ZTIx, recorded wir.h the Depattment of Records and Elections of Spokaae County,
Washington, as it may frcm time to timq be amended (the
"Declaration"). T'he powers vf this Assocfation shall include,'
without li.mitation, ths fo2lowing:
3.2.1 The gower to perfo= all duties and
obliqations ot the Aasociation as set forth in the Dsclaration;
3.2.2 The powsr to fix, levy, coliect aad enfasce
payment by any lawful meani; of all charQes or assesmmats made
pursuant to the Izeclaration aad to pay $11 expenses xn cozsnectivn
therewicn a,nd ail oftice or other experises incident to the conduct .
Yc ~w~r~~acB~oz,~~~aLa►o~v►.w~ ~
9I20I96
ent by: BUCK AND GORDON ~~^1 206 382 3365; 09/23/!~a:5)PM;~ft #774;Page 3/7
.0e/23 16:04 1ee0 FROM: .oo 754 5781 To: 206 628 067~ PAGE: 3
9-23--1996 4:a3PM FROM CSt' RETWORKS/PH 1 360 754 6781 P..3
+ .
of the business of the Association, including all iicenses, taxes
aad goverruneatal charges Ievied or inposed aSAinst the praperty of
the Associatioa;
3. 2. 3 The power to acquire by Qif t pledge or
otherwise, own, hv3d, improve, build upon, operate, mnintain,
convey, sell, lease, transfer, dedicate for public use or otherwise
dispose of real or personal prapertx in connection wa,th the aftairs
of the Associ.ation;
3.2.4 T'he power to borrow mvney, aad with the
COrij~ent of at least 67% of the vcting power og the Association,
mortgage, pledge, encumber or hypothecate any or all of ita real or
peraenal Hroperty aa security for money bo=rowed or debta iacurred;
.
3.2.5 Wlth the consent of at least 67% of the
voting power of the Assvciatiou, the power to dedicate, sell,
trams f er , al 1 or any part of the cornmon arQa ot the property to any
public agency, authority or utility fvr such purposes aad subject
to sucb coAditions aa may be agreeci upon by the 8aard;
3.2.6 The power to participdte in merqers and
conaolidationc with oc.hez non-progie corporationg for the same
puzposes, provided tha.t any such merger or consolidation shall havQ
the coasent of at least 67$ of the voting power of the Association;
3.2.7 The powex to have or exercise any and ali
gowers, rights and privileges which a corporatioA exercised under
the Ac t u►ay now er hereaf tar have or exerc is e; and
3.2.8 The pawer to enter into managemant contracts
as epzcifisd in the peclaration.
3.2.9 with the eonsent ot at least 51% of the
voting power of the A.ssociation, the pew4r to qrant easemeuuts. Co
privatc utilitiea within the 10 foot e8sau,ont strip along all front
propsrty lines as prcvidad in Saction 2.5 of the aeclaration.
71RTICLB 4.
The A.ssociation shall hava one class af inembers,
which shall consist ef the Persoas owning a fee iriterest in any of
the Lots in the Property. The PQrsans constitutiag the Owners ot
a Lot shall, became meanbers of the Association nutomaticaliy upon
ta3cing tit1Q to a Lot, aad cease to be msmbers.of the Association
upon conveying their iaterest in the Lot (including by real estate
aontract) to another. The righta and responaibility of inemborg af
the Association are set fotth in detail in the Declaxacion.
ownership of a fee interest in a Lot sha11 be the so1Q
qualitication for rnembQZShip in the AssociatioA.
Y:~xpl~a~sa ~ aaa ~ lOtuO i8!►. ~tt Z
9/20/96
?nt by:, BUCK ANO GOROON 1 206 382 3365; 09/23/~~4:52PM;~ #774;Page 417
.09123 16:05 1896 fROM: ~60 754 5781 T0: 206 620 067- PAGE: 4
9-23-1996 4:1111PM FROM CSC NETNORKS/PH 1 360 75d 5781 P. 4
ARszctX s . 21 =aN oa AaMIL.Vm rZaAMUM (M r.MzvM90 5.1 Consent ReguizqjL= Dissolukian. Z'he AsSOCiation
may be dissolved upoa tht written approval of Peraons holdin,g 90*
. vf the votiag gowcr of the Association.
5.2 ' ' tion. Upoa disso],ution of the Associatioa,
the aaset$t both real aad peraoaal of the Assaciation, 9ha11 be
granted, conveyed and assigned to ar:y non-pxofit corpaxation,
aasoCidtion, trust ox othe.r ox'Qenfaation to be devoted to purposes
and uses that wouid most nearly reglect the purposes and usea to
Mrhich they wexe required to be devoted by the Association.
aR'1'iCL$ fi . ZZVELOP~,~, 8_, . s
All the rights, powers an,d fyActions af the Rsaociation,
or the 8aard of Directors, including the xigbt to do any actions
which require the approval of a maj ority or superraajority of tne
voting power of the x,ssociation, may ac the option of Declarant be
exerciaed and or perfoxmed by Declarant until the Transition nate.
aaTzc.Ls 7 . gJc,xfiT== 913= Am Aq=
The address of the initial registered office of this
Association is:
1011 Western Ave_ Suite 902
Seattla, WA 98104
The natie of lt8 initi8l regfstered agerlt at such aldress is William alock.
- ARr=cLE 8. nzR=TORB .
The nurnber og Directors of this Assaciation shall be
fixed }3y the bylaws and may be increased or dscreased from rime to
Cime in the manaer sDecified thereiu. The initial boarfl of
dixectors shall consist of thrae nirectoxs.appointed by Declazant.
The names and addrese of the persons who shall serve ms Directors
until the first meeting of che meatibor ( s) and until their succaseors
are appointed or elected unleee they resiga or are removsd ttre:
aeorge Rdece
14410 ael-Red Road, suite aoo
. Bellevue, WA 98007
Donald Kline
Y~ ~Il~~lfltp\02a6\al0A018A.1M8 3
9I20/96
mt by:, BUCK AND GORDON 1 206 382 3365; 09123/4:52PM;~ #774;Page 5/7
,09/23 16:U5 1996 FROM: ~BO 754 5781 T0: 208 826 067~,__ PAGE: 5
9-23-1996 4:44PM . FROM CSC NETWORKS/PH 1 360 754 5781 P.5
34410 Sal-Red Road, Suite aoo . Bellev'us. WA 98007
nonald Jaspez -
- 14410 ael-Red Roda, suite aao
Bellevue, WA 98a07 -
AATIC= 9. I~~~~IC~►~~'i~T
Each pirector, comma.ttee member, of ficer of the
Association, Declarant and the Managing AGQat (collectively and
i,ndividualZy, "Indemnitee") shall be indemnified by the Association
agasnst a11 expsusas and liabilities, including attorneys, fces,
reasonably iacurred or imposed in connaction with any pzoceeding,
diepute, oz settlemant the=eof to which IxuYemnitee may be a partx.
or in which Iadaanrtitee taay become involved, bY Xeason cf amy
individual Snd*-mnitee•s status as associatfon coaanittee member,
pssociation officer, Dfrector or Mariaging Aqent (whethex or not the
individual Indemitee holds such position at thQ tiYae sueh expenses
or liabiiities are incurred).The indemnification set forth in the
pzeceding seatence atLal l not aorly : W tb the e.xtene such
expen+ses and 7.iabilities are covared by ineLraricel (ii) -Aizh regard
to acts or emissions thaz involrre intentional misconduct by an
Indemaitae, o~ a knowfng violation at law by aA Indeannitee; or - ( iii ) with regard tia a4y trarlsactian froptwhich an Znc3emnifiQe will
persorially reCeive a btmefit in money, propezty, or servicas to
which ehe Iadectaizee is aat legally entitled. If auch liability
and expense arise ouC af ths Gaacurrent negligence vt zude=itee
and Associatian, this indemnity shall btfll apply, but * #,f
speclfieally required by statute, then this iademaificati.oa shall
apply oAly ta the extent Indemniteel's liabllity arises out of the
negligenee of Rssociation, or aut of negligence ot a third party.
ARTres:B 3.0. LOAM Ws ANa OFTMMS pRQ=HZ=
. No loans sha.ll be made by the Associaticn tc its
Direetors or officers. The Director9 of the A9sociation who vote
for or assent tv the making of a loaa to a Directer er an officer of the Aesociation and ariy otficer or officers participatiag in the
atiaking of such loan shall be j oizitly and eeverally 1 iable to the _
Association for the aYUOUnt of suah loan until the repayment
thereof.
Ye \/fP\I~{a\C~4~ \~1W1Q1iA.9~ 4
9/ZO/96
mt by: BUCK ANO GORDON t 206 382 3365; 091231~ ~4 : 53PM, Jetj5X #774; Page 6/ 7
•08/23 16:06 1996 FROM: _60 754 578i T0: 206 626 087~_ PAGE: 6
8-23-1996 4: d6PM FROM CSC N£TWQRKS/PH 1 360 764 5781 P. 6
ARTTCLa 11. Alloolam CLI$
Declarant mmy amend these Articles at any time befoze the
Traneition Date. Alter the Transitiaa Dats,-the powOr to adopt,
at+nend o= seeeal the Art-icles of thia AssotiatiQa s?ia21 bee limited
as provi, ded in Art ie 10 14 o f the Dcc 1 arat ion f or amendmen t s to the
Declaration; provided further thac ao matQrial BateAdm@At to zhese
Articlee sh.all be made uales$ thirty (30) e.ays written notice of
the praposed material amezuda=t is givea by the Association ta
institutional holders of Firet rortgages or equivaleat Iiene who
have requested notice thereof in writing:
AiLTYC'LB 12• AM Z A'1'IAriB
All terma used in these Articles shall bave the sazn*
meaning as ia the Declaration unless $pscifically fnQicaced to the
contxary. Zn the cQSe of eny conflict betwoon any of thess
Articles and the By-Laws, these Artic3eS shall conCroi. In the
case of any conflict between tliese Articles and the Decla,zation,
the Decl.aration ehall control.
. ARTrcr6s 13. MaxPoRATOx
The name &nd addxeas of tbe incorporator is :
William Block
8uck & Gordon
loil Western Ave. suite 902
Seattle, WA 9$104
IN WITNE83 MEREOp, the incoxpozator hae Vi ed t.he8e
articles in du8licate as of this ,#U` day of , 1~.
. ~
Y: ~W~~xms~oza.~sia►oiw.~a 5
9/20/96
?nt by: 6UCK ANO GOROON ~ 1 206 382 3365; 09/23/~-I 4:53PM;JgtfiX #774;Page 7/7
09!23 16:08 1886 FROM: •0 754 5781 T4: 206 626 067 PAGE: 7
9-23-1996 4. : 45PM FROM CSC I~ETWOFt1~5lPH 1 3E0 75e1 57'81 P. 7
. COa4SWZ' TO APPOMPLIUM As RBGISTMW am=
I, William B7,ock, hereby consent to serve as Regiat*red Agertt .in the state of washington for the corparatioa harein named. z
understand thc-Lt as aqent tor the corgo=atioa, it will be AV
responsibilitY to accept Service of pxocess 1A thg nanne of the
corpflration; to forward all iaail to ths corporeLcicn; and to
inatedifttelv notify the OfficQ of the Secretuy of State ia thd
event of my resigaation or of auy change in the AegistsrQd Office
addzess of the corporation foz which I eam agent.
zo~~6
.
(D4te) .(6~~ture of agent desig~ted iz Article vZZ)
-uac a osgaed to asoc :iluw roqart=u
Y: ~Na~wm~o:ad~.:o~►o~,w►.~xa 6
9120/96
I
. ,
t
~ .
S P O K N E O U N T Y
DIVISION OF ENGiNEERTNG AND ROADS ~ A DIVISION OF THE PUIiLIC WORKS DFI'ACt'I'MFNT
William A. Johns, P.E., County Engineer Dennis M. Scott, C'.E., Director
May 22, 1997
Washington Corporate Banking
10800 Northeast 8`'' Street, Suite1000
Bellevue, WA. 98004
RE: Riverwalk 7th Addition
. . P1414F . . , . , , , „Parkland Homes, Inc.
Dear Sir or Madam:
Please be advised that the Mortgage Loan No. 6714718328
issued by your company as surety for installations of roads and
associated drainage facilities for the above mentioned plat (for
construction of Barker Road), dated September 23, 1996, in the current amount of $64,500.00, may now be released.
If xou have any questions, feel free to call our office
. . . . .
Very truly yours,
Bill Johns, P.E.
Spo ne County En ineer
~
David A. Berto
Plat Compliance Surveyor
1026 W. Broadway Ave. • Spokvne, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~
•f ~ SUBDC)>ION ROA.DWAY IMPROVEMENT BOND
BOND NO. 150 26 25
. ^
KNOW ALL MEN BY THESC PRESENTS, that Parkl and HnmPs, Ln.r
( developer as "PrinciPal," and j nsuranceC.nnna nv n f thP WPC t
(b on d i n g c o m p a n y), a c o r p or ation or ganized and existing under the laws of the
State of California , and suthorized to transact a surety
business in the State of Wasllington,* as "Surety," are held and Firmly bound
unto Spokane County, a political subdivision of the State of ,Washington, as
"Obligee," in the penal sum of
Eighty Eight Thousand Rive Hundred and no/100 Do1l.ars ($88,500.00-----------
lawful money of the United States of America, for the payment of which the
Principal and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
L.TEiEREAS, said Principal is the owner of a tract of land in Spokane County
divided and platted into lots and known as Riverwalk 7th A ddition ,
and being located in Section 8 , Township 25 North, Range 45 E.W.M.,
in Spokane County, Washington, and said County has required that a bond be
Furnished in an amount sufficient to pay the construction costs of grading and
surfacing to the approved grades and typical secrion of the roadways of said
plat and the installation of drainage structures and such other work as is
incidental and necessary thereto, all in accordance with those Plat Roadway
Improvement Specifications dated , 19 , and to the
satisfaction ot the Spokane County Engineer; such improvements to be completed
not later than , 19 , unless said dare be
extended at the option of the Spokane County Engineer.
Upon failure of the Principal to comply with the requirements stated here-
in within the time authorized, and upon delivery of a written notice thereof by
Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent
of this Bond.
The obligation of this Bond shall be kept fn full force and effect.until,
in the opinion of the Obligee, the requirements herein stated have been satis-
fied, in which event written release will be given by the Obligee, the Obligee
having sole right to grant such release. 2he Surety hereby waives all rights
to release from the obligation except as herein stated.
SIGNED AND SEALED this 20th - day of MAY , 19 97.
e'D.
Parkl and Homes, I rrc . .
Principal
~ 199~ G
By : 9,_1
Selbrge Reece, President 1INSTTRAN(',F C:nMPANY nF THF.
,
Surety .
. gy;
SUSAN B. LARSON
ATTO N .Y-TN-EA('T (Title)
-
Insurance Company of the Wesi
HOME OFFICE: SAN OIEGO, CALIFORNIA
POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Califomia Carporation, does hereby appoint:
CARL NEWMAN, PAMEIA NELSON, MARSNA CLESSON, CYNTHIA L. JAY, LAWRENCE J. NEWTON. PETER H. HAMMETT,
JOHN N. ZEFKELES, SUSAN B. LARSON, TIM CHURCH
its true and lawfu! Attomey(s)4n-Fad, with fuU power and authority, to execute, on behaff of the Company, fidelity and surety bonds, undertakings, and
other contracts of suretyship of a similar nature.
This Power of Attomey is granted and is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors
on the 22nd day of November, 1994, which said Resalution has not been amended or rescinded and of which the following is a true vopy:
"RESOLVED, that the Chairman of the Boarcl, the President, an Executive Vice President or a Senior Vice President of the Company, and each of
them, is hereby authorized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execute on behalf of the
C.ompany, fidetity and surety bonds, undertakings, or other contrads of suretyship of a similar nature; and to attach thereto the seal of the Company;
provided however, that the absertce of the seal shaN not affect the validily of the instrument.
FURTHER RESOLVED, that the signatures of such officers and the seal of the Company, and the signatures of any witnesses, the signatures and
seal of any notary, and the signatures of any officers oertifying the validiry of the Power of Attomey, may be affixed by facsimile."
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused tfiese presents to be signed by its duly authorizerl officers this
5th day of December 1996 .
~4E`OM►~~o~ly INSURANCE COMPANY OF THE WEST
~ Rro ~
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\~UFOANI~'
~
STATE OF CALIFORNIA SS John L. 4uum, Senior Vice President
.
COUNTY OF SAN DIEGO
On Oecember 5th, 1996 before me, personally appeared John L. Hannum, Sertior Vice President of INSURANCE COMPANY OF THE WEST,
personally known to me to be the individual and offioerwho executed the within instrument, and adcnowtedgeti to me that he executed the same in his
offiaal capacity and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the instniment.
WITNESS my hand and official seal.
MARLAYNA DU BOIS
• r ~
COMM. #1077908 c,
N ~NOTARY FiIBLiGCALlFOFiNIA N V SAN DIFGO COUNTY j
M Commission Expires Not Public
y~
CERTIFICATE: NOVEMBER 19,1999
I, E. Hamed Davis, Vice President of INSURANCE COMPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY, of which
the foregoing is a true copy, is still in full foroe and effect, and that this certificate may be signed by facsimile under the authority of the above quoted
resolution.
IN WITNESS WHEREOF, I have subscribed my name as Vice President, on this 20th day of MAY 1g 97 ,
GOMP0rO~. INSURANCE COMPAfdY OF THE WES
~e `*r,09P01104to
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E. Ha d Davis, Vice President
ICW 37
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#
K INLAND PACIFIC ENGINEERING, INC.
May 22, 1997
W.O. No. 96111
. *
Spokane County Public Works RFCEIVED
W. 1026 Broadway _ Spokane, WA 99260 MAY 2 2 1997 '
SPOKANE COUPdTY ENGiNEER
Attn: Ed Parry, P.E., Development Services Re: Riverwalk 7th - Barker Road
Construction Bond - Submittal
Dear Ed:
Per correspondence with you and your office please find enclosed a Construction
Performance Bond for $88,500 for the Riverwalk 7th, Barker Road widening project.
Per our conversations this should complete the acceptance process. Per our
conversation, we would expect either today or tomorrow a release of the original
assignment of $64,500 via a letter of credit. Please call when the accepted plans are ready for pick-up.
Sincerely,
Inland Pacific gineering Co., Inc.
.
Todd R. Whipple, P.E.
TRW/tw
enclosures -$88,500 Bond from Parkland Homes & Ins. Co. of the West
cc: Doug Birch, Pacific Properties
file
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX: 509-458-6844 208-765-7784 9 FAX: 208-769-7277
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. OFFICE OF THE COUNTY ENGINEER
SPOKANE COUN'TY, WASHINGTON
. , , . , , , . , . . , : . .
TO : ~ ED PARRY
FROM : DAVE BERTO ~ . - -
~ DATE:~May 12, 1997
SUBJECT: BOND ITEMS P1414F RIVERWALK 7TH 13,7~RKFR FC1AD IMPROVEMENTS
The bond for the above' mentioned prpject ie for the
following items:
1) Al1 the items on the approved road and drainage plans,
. _ . _ . , . , r . .
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Road and Drainage Bonaing Estimate
PROJECT P1414F RIVERWALK 7TH BARKER ROA NAME D.BERTO DATE 12-May-97
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1 1350.00 1350.00
2) Drywell - Type B EA 1700.00 0.00
3) Grate - Type 1 EA 320.00 0.00
4) Grate Type 2 EA 1 345.00 345.00
5) Grate - Type 4 EA 300.00 0.00
6) Backfill For DW CY 30 17.25 517.50
7) Catch Basin EA 1 800.00 800.00
8) C.M. Pipe 10" Dia. LF 24.00 0.00
9) C.M. Pipe 12" Dia. LF 36 27.00 972.00
10) C.M. Pipe 15" Dia. LF 29.00 0.00
11) C.M. Pipe 18" Dia. LF 30.00 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 1 325.00 325.00
14) Ditch Excavation CY 10.00 0.00
15) Pond Eucavation CY 500 10.00 5000.00
16) Sod SF 14875 0.70 10412.50
NON STANDARD DRAINAGE ITEMS
1) Filter Fabric Lining For D.W. LS 100.00
2) Construct 6 Curb Inlets Type 1 LS 1050.00
3) Irrigation System For Swales LS 10000.00
4) 0.00
, DRAINAGE SUBTOTAL 30872.00
16) Monuments EA 185.00 0.00
17) Barricade LF 35.00 0.00
18) Street Signs EA 90.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 709.7 10.00 7097.00
20) Top Course CY 399.2 15.50 6187.60
21) Base Course CY 15.50 0.00
22) Asphalt Concrete Tons 454.7 46.00 20916.20
23) Curb Type A LF 7.50 0.00
24) Curb Type B LF 810.9 8.50 6892.65 '
25) Curb Type R LF 8.50 0.00
26) Sidewalk SQ YD 540.6 17.50 9460.50
NON-STANDARD ROAD ITEMS
1) Saw Cut And Removel Of Existing Asphalt LS 1500.00
2) 0.00
3) 0.00
GRADING AND SURFACING 52053.95
INSPECTION SERVICES
1) Inspecfion Services, Reports & As-Builts for Public LS 4500.00
2) Inspection & Record Drawings for Irrigation System LS 1000.00
CONSTRUCTION TOTAL 82,925.95
INSPECTION TOTAL 5,500.00
GRAND TOTAL 88,425.95
hJ (5v lls0 j S v V• coj
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STREET QUAiVT I T I ES
PROJECT NO.- G1414F DESIGNER- DAVE RERTO DATE-- 05/12/97
PROJECT DESCR I PT I ON- R I VERWALK ?TH
STREET # 1
NAME- BARKER ROAD LENGTH- 923.87 FT. WIDTH- 16.00 FT.
B►EG I NN I NG STAT I ON 1000.00 END I NG STAT I ON = 1923.87
ONE S I DE ONLY PWI DTH= 35.00 EW I DTH= 19.00 QW I DTH= 0.00
TERM # 1: CROSS STREET EXCLUDED EW 30.00 P'W 35.00 SK 0.00 RAD 30.00
TERM #t 2 : CROSS STREET EXCLUDED EW 0.00 RW 18.00 SK 0.00 RAD 30.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 12973. 92 S. F.
ROADWAY EXCAVAT I ON 1.33 FT. 640.7 C. Y.
CRUSHED SURFACIhIG TOP COURSE 0.75 FT. 360.4 C. Y.
CRUSHED SURFACING PASE COURSE 0.00 FT. 0.0 C. Y.
ASRHALT CONCRETE 0.42 FT. 410.4 TONS
CU RB TYPE g E X I ST I NG 0.00 FT. PR0POSED 810.9 FT.
S I DEWALK EX I ST I NG 0.00 S. Y. PROPOSED 540.6 S. Y.
STREET # 2
NAME- RARKER N OF INDIANA LENGTN- 52.21 FT. WIDTH- 8.
00 FT.
BEG I NN I NG STAT I ON = 1923.87 EIVD I NG STAT I ON = 1976.08
ONE S I DE ONLY RW I DTH= 8.00 EW I DTH= 0.00. QWI DTH= 0.00
TERM # 1 : CHOPF'ED
TERM #2 : TAPER TARER LENGTH = 245.00
ITEM MEASUREMENT QUAIVTITY
SURFACE AREA- 1397.68 S. F.
ROADWAY EXCAVATION 1.33 FT. 69.0 C. Y.
CRUSHED SURFAC I NG TOP COURSE 0.75 FT. 38.8 C. Y.
CRUSHED SURFAC I NG aASE COURSE 0.00 FT. 0.0 C. Y.
ASGHALT COWCRETE 0.42 FT. 44.2 TONS
TOTALS
ROADWAY EXCAVATION 709.7 C. Y.
CRUSHED SURFACING TOP COURSE 399.2 C. Y.
CRUSHED SURFACING BASE COURSE 0.0 C. Y.
ASRHALT CONCRETE 454.7 TOIdS
CURP TYF'E a 810.9 FT.
S I DEWALK ' 540. 6 S. Y.
QSTIMATE DATE 12-May-97
PROJECT: P1441C - Achton Heights 4th Addition estimated by
Bond calculation EJP, OB intial qtys
DRAINAGE ITEMS s UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1 1250.00 1250.00
21 Drywell - Typa B EA 1650.00 0.00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 1 340.00 340.00
S) Orate - Type 4 EA 300.00 0.00
6al Backfill Far DW CY 30 18.00 480.00
6b) Filter Fabric for DW LS 1 200.00
7) Catch Basin EA 1 750.00 750.00
81 Pipc 12" Oia. CMP LF 36 27.00 972.00
9] Pipe 12" Dia. DI LF 40.00 0.00
10) Pipe 15' Dia. CMP LF 27.80 0.00
11) Pipa 18' Oia. CMP LF 31.50 0.00
12) Precast Manhola EA 1500.00 0.00
13) Solid lid EA 1 310.00 310.00
14a1 Earthwork - Cut Swales CY 500 10.00 5000.00
CY 10.00 0.00
14b) Earthwork - Fill CY 10.00 0.00
CY 10.00 0.00
151 Sod SF 14875 0.70 10412.50
Hydroseed SF 0.07 0.00
NON STANDARD ORAINAOE fTEMS
1) Batk aprons for Curb Inlets CY 18.00 0.00
21 Irrigation systcm for swale LS 1.00 10000.00 r(1Q/~j~C[[~1"`7G)
3) Construction Inspeetion & Record Drawings Station 9 500.00 4500.00
DRAINAGE SUBTOTAL 34214.50
16) Monuments EA 185.00 0.00
17) Barricade LF 33.00 0.00
18) Street Signs EA 85.00 0_00
OTHER SUBTOTAL 0.00
GRADING, SURFACINO, CURB, AND SIOEWALK
191 Rough Grade CY 1000 10A0 10000.00
20) Top Course CY 500 16.00 8000.00
21) Base Course CV 18.00 0.00
221 Aaphalt Conaete Tons 44.40 0.00
23) Curb Type A LF 7.00 0.00
241 Curb Type 8 LF 930 8.00 7440.00
251 Curb Type R LF 8.00 7136.00
26) Sidewalk SQ YD 16.70 0.00
MON-STANDARO ROAO ITEMS
1) 0.00
2) 0.00
3) 0.00
41 0.00
GRADING AND SURFACING 32576.00
O,p JD TOTAL 66,790.50
w~
~
~ • ~ Z,r,~ ~ - OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: ED PARRY
FROM: DAVE BERTO
DATE: October 28, 1996
SUBJECT: BOND ITEMS P1414F RIVERWALK 7TH ADD
The bond for the above mentioned project is for the following
items:
1) All the items on the approved road and drainage plans
Including inspection services $104,157.00
2) A separate bond was issued for Baker Road and includes
inspection services $64,500.00. c:\wpdoc\dave\memo\items
, .
SUBDIVISION ROADWAY IMPROVEMENT BOND
; BO1VD N0. 149 09 29
KNOW ALL MEN BY THESE PRESENTS, that parkla cl HnmPt, Tnr
(developer), as "Principal," and Insurance ('Snm_laang Qf tbP WACt
(bonding company), a corporation organized and existing under the laws of the
State of California , and author.ized to transact a surety
business in the State of Washington,as "Surety," are held and firmly bound
unto Spokane County, a political subdivision of the State of Washington, as
"Obligee," in the penal sum of
One hundred four thousand one hundred fitv seven Dollars 104•157•OQ
lawful money of the United States of America, for the payment of which the
Principal and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, said Principal is the owner of a tract of land in Spokane County
divided and platted into lots and known as Riverwalk 7th Addition ,
and being located in Section 8 , Township 25 North, Range 45 E.W.M.,
in Spokane County, Washington, and said County has required that a bond be
furnished in an amount sufficient to pay the construction costs of grading and
surfacing to the approved grades and typical section of the roadways of said
plat and the installation of drainage structures and such other work as is
incidental and necessary thereto, all in accordance with those Plat Roadway
Improvement Specifications dated , 19 , and to the
satisfaction of the Spokane County Engineer; such improvements to be completed
not later than , 19 , unless said date be
extended at the option of the Spokane County Engineer.
Upon failure of the Principal to comply with the requirements stated here-
in within the time authorized, and upon delivery of a written notice thereof by
Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent
of this Bond.
The obligation of this Bond shall be kept in full force and effect until,
in the opinion of the Obligee, the requirements herein stated have been satis-
fied, in which event written release will be given by the Obligee, the Obligee
having sole rfght to grant such release. The Surety hereby waives all rights
to release from the obligation except as herein stated.
SIGNED AND SEALED this 30th day of AUGUST ~ 19 96,
Parkland Homes, Inc.
Principal
~
sy:
Geo ~ qeece, President
TNSTTRANCE S'Oj►1PANY nF TTiF WF.S„'~'
S u r e t y
BY ~11_/i
SUSAN L. LARSON ~
ATTORNEY-TN-FAGT (Title)
r `
~ • i
~ Insu!=ance Company of the West<. ~ HOME OFFICE: SAN OIEGO, CAUFORNIA
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a California Corporatian, does hereby appoint:
SUSAN B. LARSON
its true and lawful Attorney(s)-in-Fact, with full power and authority, to execute, on behalf of the Company, fidelity and surety bonds, undertakings,
and other contracts of suretyship of a similar nature.
This Power of Attorney is granted and is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board
of Oirectors on the 22nd day ot November, 1994, which said Resolution has not been emended or rescinded and of which the following is a
true copy:
"RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior Vice President of the Company,
and each of them, is hereby authorized to execute Powers of Attorney qualifying the attorney named in the given Power of Attorney to execute
on behal( o( the Company, (idelity and surety bonds, undertakings, or other contracts of suretyship of a similar nature; and to attach thereto
the seal ot the Company; provided however, that the absence of the seal shall not affect the validity of the instrument.
FURTHER RESOLVED, that the signatures of such officers and the seal of the Company, and the signatures of any witnesses, the
signatures and seal of any notary, and the signatures of any officers certifying the validity of the Power of Attorney, may be atfixed by facsimile.'
IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused these presents to be signed by its duly authonzed officers
tn'S 13th day of December 19 94-
<~``~OMPAX~~`'~ 1NSURANCE COMPANY OF THE WEST
4
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z 1141104 1. 0Y,
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STATE OF CALIFORNIA SS: i.' r"'~^
COUNTY OF SAN DIEGO f/ John L. Hannum, Senior Vice President
V~
on tnis December 13 th , 1994
before me personally appeared John L. Hannum, Senior Vice President of INSURANCE
COMPANY OF THE WEST, personally known to me to be the individual and officer who executed the within instrument, and acknowledged
to me that he executed the same in his official capacity and that by his signature on the instrument the corporation on behal( of which he
acted, executed the instrument.•
WITNESS my hand and ofiicial seal.
, os ~ . , _ ; ar ~ • ~
~ FRA
o . . ~ NCIS FAFAU
L
- + ' NOTARY PUBLIC-CALlFpR1Y(~ r
SANDIEGOC0~1NTy Notary P' 'c
Y ~ MY COMMISSION ExptRES
CERTIFICATE: AUGUST 11 ~ ~~5
I, E. Harned Davis, Vice President of INSURANCE COMPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY,
of which the foregoing is a true copy, is still in full force and effect, and that this certiticate may be signed by tacsimile under the authority
of the above quoted resolution.
IN WITNESS WHEREOF, I have subscribed my name as Vice President, on this 30th day of AUGUST
19 96•
?`~`o~,P~Nro`'~ INSURANCE COMPANY OF THE WEST
t~ ~p11►ORA\
= N ~
C411Faa-Ak" E. Harned Davis, ~Vice President
ICW 37
~
BOND ESTIMATE ,
i
PROJECT Riverwalk 7th P1414 F NAME pl DATE 19-Aug-96 ~
~
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1250.00 0.00 ;
2) Drywell - Type B EA 1 1560.00 1560.00 ;
3) Grate - Type 1 EA 315.00 0.00 ~
4) Grate Type 2 EA 1 ` 340.00 340.00 ~
5) Grate - Type 4 EA 1 300.00 300.00 ~
6) Backfill For DW CY 40 16.00 640.00 ~
7) Concrete Inlet EA 1 750.00 750.00 ~
8) C.M. Pipe 10" Dia. LF 23.00 0.00 3
9) C. M. Pipe 12" Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 27.80 0.00 %
11) C.M. Pipe 18" Dia. LF 20 31.50 630.00 ~
12) Precast Manhole EA 1500.00 0.00 ~
13) Solid lid EA 310.00 0.00 ~
14) Pond Excavation CY 253 10.00 2530.00 ~
15) Sod SF 6839 0.70 4787.30 ~
~
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NON STANDARD DRAINAGE ITEMS '
;
1) Wilbert Vault Curb Inlet EA 250.00 0.00 ~
2) 0.00 i
3) 0.00
4) 0.00 ~
5) 0.00 ~
6) 0.00 "
~
~
DRAINAGE SUBTOTAL 11537.30 ~
16) Monuments EA 4 185.00 740.00 ~
17) Barricade LF 33.00 0.00 4
18) Street Signs EA 2 85.00 170.00 ~
~
OTHER SUBTOTAL 910.00 ~r
GRADING, SURFACING, CURB, AND SIDEWALK
1
.
19) Rough Grade CY 1176 10.00 11760.00 ~
20) Top Course CY 588 16.00 9408.00 r
21) Base Course CY 16.00 0.00 ~
22) Asphalt Concrete Tons 861 44.40 38228.40 r-
23) Curb Type A LF 7.00 0.00 :
24) Curb Type B LF 1323 8.00 10584.00
25) Curb Type R LF 8.00 0.00 IV
26) Sidewalk SQ YD 882 16.70 14729.40
r
NON-STANDARD ROAD ITEMS ~
1) Inspection Services EA 1 7000.00 7000.00 '2) 0.00 3) 0.00
4) 0.00 `
C
GRADING AND SURFACING 91709.80 '
~
GRAND TOTAL 104,157.10 ~
~
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STREET QUANTITIES PROJECT NO.- P1414F DESIGNER- IPEC DATE- 8/19/96
PROJECT DESCRIPTION- Riverwalk 7th
STREET # 1 ~
NAME- MISSION LENGTH- 1334.00 FT. WIDTH- 18.00 FT.
BEGINNING STATION = 1627.00 ENDING STATION = 2961.00
ONE SIDE ONLY PWIDTH= 30.00 EWIDTH= 12.00 QWIDTH= 0.00
INTER # 1 T INCLUDED ISWIDTH = 28.00 SK = 0.00 RAD = 20.00
INTER # 2. T INCLUDED ISWIDTH = 28.00 SK = 0.00 RAD = 20.00
TERM # 1 : CHOPPED
TERM # 2: TAPER TAPER LENGTH = 193.00
ITEM MEASUREMENT
QUANTITY
SURFACE AREA- 27212.36 S.F.
ROADWAY EXCAVATION 1.17 FT. 1175.8 C.Y.
CRUSHED SURFACING TOP COURSE 0.58 FT. 587.9 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. ~-0.0 C.Y.
ASPHALT CONCRETE 0.42 FT. 860.9 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 1323.7 FT. '
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 882.4 S.Y. '
~
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TOTALS k
x
ROADWAY EXCAVATION 1175.8 C.Y.
CRUSHED SURFACING TOP COURSE 587.9 C.Y. ~
CRUSHED SURFACING BASE COURSE
0.0 C.Y. ~
ASPHALT CONCRETE 860.9 TONS t
CURB TYPE B 1323.7 FT.
SIDEWALK 882.4 S.Y. i
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`U. S. BAN K
,
WASHINGTON CORFORATE BANKING
:
~ 10800 Northeast 8th Street, Suite 1000
. Bellevue, Washington 98404
2064SU-5950
\ 206450-5989 Fax
Bill Johns, P. E.
j Spokane County Engineer
1026 W Broadway Ave
Spokane WA 99260-0170
~ . .
SUBJECT: DeveloperBorrower: Parkland Homes, Inc. •
~ ~ . Mortgage Loan No.: 6714718328
~ Spokane Engineer Project File P1414F Riverwalk 7th, Barker Road Plans
.
, Funds in the amount of S64,500.00 are being held in a special non-interest bearing account in the
, name of Parkland Homes, Inc. , et ux, for the purpose of assuring completion of installation of roadway
surfacing, including grading and gravel, storm drainage and monuments in Riverwalk, 7th Addition,
, Barker Road Plans in accordance with the drawings and specifcations as submitted to and approved by the
- '
County of Spokane Fngineer's Offic:. No funds will be disbursed from this account without written
\ authorization of the Spokane Ccunty Engineer. Tllis set aside of fimds will not be revoked without the
` consent of the Courity Engineer.
,
In the even: that the completion and acceptance of the above-named improvements for
maintenance by the County of Spokane are not accomplished within a period of two years from the date of
' this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written
I~ request by the Spokane County Engineer's Office to U. S. Bank unless it is mutually agreed to extend this
~ agreement for another year. It is understood and agreed that upon the forfeiture of the funds to the County
of Spokane, that the County of Spokane will then undertake completion of ihe subdivision to be
, accomplished within twelve (I2) months from the date of the forfeiture of funds. It is further understood
~ and agreed that in the evznt of any shortage of funds to complete improvements, the County of Spc+kane
, may have recourse against Parkland Homes, Inc.
~ It is specifically understaod and agreed by the parties, that in holding funds for this development,
~
U. S. Bank is not serving as guarantor for any additionat costs incurred by the County of Spokane in the
~ completion and acceptance of the above-named improvements.
,
~ ACCEPTED AND APPROVED THIS 23:d ciay of September, 1996.
~
U. S. Baiil:
' 10800 N E 8th , Suite 1000
Bellevue WA 98004
~ (206)450- 9,65
~
~ BY; .
, R. A!~orida, Vice President ~ Parktand Homes, Inc.
v 14410 Bel-Red Rd, Suite 200
~ j Bellevue, WA 98007
(206)644- ^ <
BY:
' George Reece, President . .
, /
- OFFICE OF THE
~ SPOKANE COUNTY ENGDlEER. ,
~ •
r .
G~~ObGJJ4~S MURR ~v-~ RANKLYN INC. F-E54 T-4~ -002i002 SEP 24 '96 15:19
~ J
BiII Johns, P. E.
Spokane Counry Engiueer
1026 W Broadway Ave
Spokane WA 99260-0170
SUBJECT: DevcloperBorrower: Parkland Homzs, Inc. ,
Mortgage Loan No.: 6714718328
Spokane En;ineer Project File P 1414F Riverwalk 7th, Barker Road Plans
Funds in the amount of $64,500.00 are beirg held in a special non-incerest bearing account in the
name of Parktand Homcs, inc. , et ux; for the purpose of assuring complecion of installation of roadway
~.irfacin,;, includine graduig and gravel, storm drainage and rnonuments in Riverwaik, 7th Addition,
Bnrker Roriri Pl3ns in accordance with the drawings and specifications as submittad to and approved by the
County of Spokane Engineer's Office. No funds wiil be disbursed from this account without written
3uthorization uE the Spokane County EMineer. Tliis set aside of funds will not be cevoked without the consent of the County Engineer. In the event that the completion and acceptance of the above-named improvements for
maintenance by the County of Spokane arz not accomplished within a period of two years from the date of
this agreement, all funds remaining in the a,ccount will be forfeited to the Counry of Spokane upon written
request by the Spokane County Engiaeer°s Office to U. S. Bank unless it is mutu,aliy agreed to exiend this
agreement for another year. It is understaod and agreed that upon the forfeiture of the fitnds to the County
of Spokane, that the Counry of Spokane will chen undertake completion of the subdivision ta be
accomplishzd within twelve (12) rnonths from the date of the forfeiture of fwids. It is further understood
and agraed thac in che evenc of a,ny shortage of funds to complete improvemenrs, the County of Spolcane
may have recaurse against Parkland Komes, Inc.
Ir is specifically understood and agreed by the parties, that in holding funds for this development,
U. S. Baok is noc serving as guarancor for any additional cosa inceured by the County of Spok3ne in the
completion and arceptance of the above-named improvements.
ACiI.EpTED AND APPROt/ED THIS 23rd day of September, 1996.
U S. 8ank-
10$OG N E 3:h , SuitC 1000
I3eUevue Vv'A 9$004
(206)450-5965
~ '
BY:
R A. Flonda, Vice Presidenc ~
~
Parkland Homes, Inc.
14410 Bel-Red Rd; Suite 200
Bellevue, WA 98407 ~
(206)644-2323
,
BY.
George Reace, Presideat
OFFICE OF 7x'E
SPOKANE COZINTY ENGINFFR:
C~L
2066433475 MURR0FRANKLYN INC. F-E54 T-~;~~ ~-002i002 SEP 24 196 15:19
~.Y ~
. ~ _
~
Bill Johns, P. E. Spokane County Enguneer
1026 W Broadway Ave
Spokane WA 99260-0 170
SUBJECT: DeveloperBorrower: Parkland Homes, Inc. ,
. Mortgage Loan No.: 6714718328
Spokane Engineer Project File P 1 a 14F Riveruralk 7th, Barker Road Plans
Funds in the amount of $64,500.00 sre beinig held in a special non-interest bearintg account in the
name of parkland Homes, Lnc. , ec ux, for the puYpose of assuring completion of insta.llation of roadway
surfacing, incfuding grading and gravel, storm drainage and monuments in Riverwalk, 7th Addition,
Bxrker Road Plans in accordance with the drawings and specif cations as submitted to anci approved by the
County of Spokane Engineer's Ofrice. No funds witl be disbursed from this account without written
authorizatioii of the Spokane County Engineer. Tliis set aside of funds will nat be revoked without the
consent of the Counry Engineer. Tn the event that the completion and acceptance of the above-named iumprovements for
mamtenance by the County of Spokane are: not sccompli5hed within a per.iod of two years from the date of
this agreement; all funds remaining in the account will be forfeited to the Counry of Spokane upon written
request by the Spokane Counry Engineer's Oifice to U. S. Bank unless it is mutually agreed io extend thi9
agreement for another year. Tt is understood and agreed that upon the forfeiture of the funds to the Counry
of Spakane, that the County of Spokane wiil then undertake completion of the subdivision to be
accomplished within twelve (12) months From the date of the forfeiture of funds. It is further understood
and agreed that in the evenc of any shortage of £unds to complete improvements, the County of Spokane
may have tecouTSe against Parkland Homes, Inc.
It is specifically understoad and agreed by the parties, that in holding funds for this development,
U. S. Bank is noc serving as guarancor for any additionat coscs incurred by the Cowaty of Spokane in the
compTetion and acceptance of the above-named improvements.
ACC:ENTED AND APPROVED THIS 23rd day of September, 1996.
U. S. Bank
10800 N F 8th , Suite 1000
Bellevur WA 98004
(206)450-5965
BY:
R. A. Florida, Vice President
,
Parkland Homes, Inc.
14410 Bel-Red Rd, Suite 200
I
Bellevue, WA 98007
(206)644-23?3 •
BY, I
George Reece, Presidcnt OFFICE OF THE
SPOK.aNE COUNTY ENGINEER: ~
i
A r
BOIVQ ESTIMATE
RROJECT R1 227F BARKER ROAI NAM DAVE BE DATE
DRAtNACE fTEtd1S UNIT2VANTIT PRICE COST
1) Drywel! - Type A EA 0.00
2) DryweD - Type B EA 0.40
3) Grate - Type 1 EA 315.00 O.OtI
4) Grate Type 2 EA 340.00 0.00
5) Crate - Type 4 EA 300.00 0.00
6) B$c)&N For DVIr CY 16.00 0.00
7) Cc3ncne#e Inlet EA 750.00 0.00
8) C_tM. Pipe 1U" Dia. LF 23.00 0.00
Sj C.M. Pipe 12' Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Rrecasf Manhole EA 0.00
13) sotid t~d EA 310.00 0.00
14) «t, Excavation cv 10.00 0.00
15) Pond Excavation CY 10.00 0.00
16) Sod SF 0.70 0.00
NON STANDARD DRA1NAGE tTEMS
1) V1f Ibert Veuft Curb tnlet EA 2'50.00 0.00
2) 0.00
3) 0.00
aj 0.00
DRAli\tAGE SUBTOTAL 0.00
16) Nlonvments EA 185.00 0.00
17) Berricede LF 33.00 0.00
18) Street Signs EA 85.00 0_00
OTHER SIJBTOTAL 0.00
GRAD4NG, SURFaCING, CURB. AND SIDEINALK
19) Rougfi Grade CY 1105 10.00
20j Tvp Course GY 6:31.4 16.00 /Q/a2-q
21) eesa caurse eY 19_00 0.00 6
22'j Asphat Cvncrete Tons 847.2 44.413 at ~s • ~
23) C.urb Type A LF 7.00 0.00
24) Qxb Type B LF 8.00 0.00
25) Curb TyEse R tF 8.00 0.00
25j Sidevalk Q YD 16.70 0.00
NaN-sTANoARD RaAD rrEMs
Saw Gu! 2131' O¢ Aephalt t 35U0.00
2) 0.00
3) 0.00
GRADtlVG A1VD SURFA '
iNSPEG"TttJN SERVlC.`ES
1) lnapection Serviass, Reporta Es A: EA 1 0.00
2) Enapea#sort 8c Record Dc$wrings for EA 1 0.00 ~
Cvi~S-~U~1 ~iv;~ TOT, y'~. .1~:.. 3 3 8~- o g
lNSRECriON TOTA1L 0.00 vU
l+l~ A~ f1 T~1T A■ i[ Y i! Jl ll Jt Y ~ _
1
~
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Tr•avE.--,-.E,e Sequence Nlemnr°y: cutnm:it'a. T411 Ltradt:d.
Plot; Sequenr,e hiemory: comin,2i.L,S°,~33 Lca.,~der.i.
Wor+: f i. e: BSP4 E} . L3D r-• ead;-F,4r Rc, om f u r ~pra i-s t:> .
Pj1 t 2s fY'' E? p Sp-c3 i: E! ri V s.t S. lt.L ble C~j. 84Li ,50 1,71G 1'!Yi a; t i d~
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STREEI' # 1
NA MF_. Bp Ft K ER RO AD i... i N 5 y ,1 4 3 1 . "+0 FT. W ` DT H- . O FT.
BF_GI NNT haG `~jTAT:, 01N ..F ~ Ql 0 , ~.1 u~ 3.111. _3 1 x ~=w
OR E SX DE C] IV t_ Y F'W I ll? T' 12. 01,71 ;-L:" W i raT H... 0. ~.~t0 ~,W I D `'il-i:~: ~.%t. ~.'~0
TERtYi # 1 : CHOPF='C.D
i ERhl # : CNQt='PE'i;
-`T'E-M ME~'~SUREMF;VT ~"L 2`~ ~ "'Jv* Y
..-~~U RFf CE AR E n-- Vi 0
ROADWfaY EXC-AUATION 1.17 F7`". I 10 i. el ~2 . y.
CRU{'rHrI? SURFACING 'SCiP GOURSE 0.67 ~T. ~o3 l.. /i, C. Y.
L~~~~HE,N SU IPFI1\.wl.l,1f.J 1..•I 1 1! ' 0Y t•4-1 F1 « 4rF Y.• Clll J.
A,3~P}iALT CCNCRETE 0. a: FT. 647. 12--_' TONS
.
T7 TA1_.S
ftitfADWAY E::XCAVAT'IION 1105.0 C. Y.
1-"J~HED •dURl AVI10t:3T THW tCOURSE 631. 4 tsrl• YM
IEll SURFAC1NC-3 R"ISE CQUCSE 0.0 C. Y.
-t'V~G~
~'!3~"~~
i-~ `~1 ;A;__~" ~.Ql'9~~;RE"'~~
f♦ r ~/1
TRANSNATION TITLE INSL'TRANCE COMPANY
NORTH 7 2 O A.RGONNE
SPOKANE, WASHINGTON 99212 p l
` ~-r 9`'
. .
Prepared for.
PACIFIC PROPERTIES INC. Order No.: CD201722
ATZ'N: MICHAEL E. MILLER
14410 BEL-RED ROAD
BELLEWE, WA 98007
cc: Inland Pacific/B.J.
FIFTH REPORT
P L A T C E R T I F I C A T E
Certificate for filing Plat of :
RIVERWALK 7TH ADDITION - JOB NO. 96070.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certif icate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
SEE ATTACHED
Page 1 of 5
Q
~ ♦ \
I • . I
, • / ~ ~
•
Order No. CD201722
LEGAL DESCRIPTION _
That portion of the Southwest Quarter of Section 8, Township 25 North,
Range 45 East, W.M., more particularly described as follows:
Beginning at the Southeasterly corner of the Final Plat of RIVERWALK
FIRST ADDITION, as per plat thereof recarded in Volume 23 of Plats,
Pages 37 through 40, Spokane County Auditor's Office; thence Northerly
and Easterly along the boundary of said RIVERWALK FIRST ADDITION the
following twenty-one (21) courses: 1. North 00003140" East, (North 00003110" East, Rec.) East a distance
of 10.00 feet to the beginning of a non-tangent curve concave to the
Northeast having a radius of 20.00 feet (from which a radial line bears
North 00003140" East (North 00003110" East, Rec.));
2. Northwesterly along said curve through a central angle of 89056140"
(89056152" Rec.) an arc distance of 31.40 feet;
3. North 00000'21" East a distance of 95.04 feet (North 00000102"
East, 95.00 feet Rec.) to the beginning of a curve concave to the
Southeast having a radius of 20.00 feet;
4. Northeasterly along said curve through a central angle of 90003141"
an arc distance of 31.44 feet (9000310811 an arc distance of 31.43 feet
Rec.);
5. North 00004102" East (North 00002129" West Rec.) along a non-tangent
line a distance of 50.00 feet;
6. South 8905515811 East a distance of 49 . 95 feet (South 8905615111 East,
50.02 feet Rec. ) ;
7. North 0000112411 East a distance of 195.03 feet (North 00000102"
East, 195.00 feet Rec.);
8. South 8905515811 East a distance of 29.92 feet (South 8905615111 East,
3-0 . 00 feet Rec. ) ;
9. North 00 ° 00' S5 1' East (North 0000010211 East Rec.) a distance of
180.42 feet;
10. South 89056' 02" East a*distance of 215.02 feet (South 89056' S1"
East, 215.00 feet Rec.);
11. South 42027102" East, a distance of 89.97 feet (South 42029'21"
East, 89.99 feet Rec.) ;
12. South 59059140" VEast a'distance of 182.61 feet (South 59059158"
East, 182 . 52 feet Rec.); 13. North 30000102" East a distance of 25.00 feet; .
14. North 59059140" West a distance of 101.96 feet (North 59059'58"
West, 102 . 02 feet Rec.);
15. North 26049154" West a distance of 53.58 feet (North 26049117"
West, 53.52 feet Rec.);
16. North 49006148" East a distance of 185.44 feet (North 49006128"
East, 185.43 feet Rec.) to the beginning of a non-tangent curve concave
to the Northeast having a radius of 604.62 feet (600.00 feet Rec. ) from
which a radial line bears North 49006148" East (North 49006128" East,
Rec.)};
17. Northwesterly along said curve through a central angle of 0304812011
(03050106" Rec.) an arc distance of 40.16 feet;
18. North 52056145" East a distance of 149.99 feet (North 52056'34"
East, 150.00 feet Rec.);
legal cont.
Page 2 of 5
' ~ , ~
. . ~ ~ ~
Order No. CD201722
legal cont.
19. North 27038'25" West a distance of 145.70 feet (North 27041'51"
West, 145.73 feet Rec.);
20. North 22040102" West a distance of 149.13 feet (North 22041'20"
West, 149.19 feet Rec.);
21. North 29058140" West a distance of 131.86 feet (North 29059'58"
West, 131.90 feet Rec.) ; to the Southerly boundary of RIVERWALK SECOND
ADDITION as recorded in Book 23 of Plats, Pages 94 and 95, in the-
Spokane County Auditor's Office; thence along said Southerly boundary
the following five courses:
1. North 60000102" East a distance of 269.80 feet (269.96 feet Rec.);
2. South 29059157" East (South 29059158" East, Rec.) a distance of
27.01 feet
3. North 68000158" East a distance of 61.93 feet;
4. North 75040158" East a distance of 63.00 feet;
5. North 89048'00" East a distance of 331.53 feet to the Southeast
corner of said RIVERWALK SECOND ADDITION thence North 890471,3111 East
a distance of 104.75 feet to the East line of the West half of the
Southeast quarter of the Southwest quarter of said Section 8; thence
South 01 ° 17' 00 " East along said East line a distance of 1310 . 29 f eet
(Rec. South 01017137" East, 1310.31 feet) to the Northerly right of
way line of Mission Avenue; thence North 89056120" West along said
Northerly right of way line a distance of 1288.95 feet to the True
Point of Beginning;
EXCEPT THAT portion of said South half of the Southwest quarter
described as follows:
BEGINNING at the intersection of the East line of the West half of the
Southeastquarter of the Southwest quarter of said Section 8 and the
Northerly right of way line of Mission Avenue; thence North 89056120"
West, along said Northerly right of way line a distance of 12.00 feet;,
thence North 0101710011 West, parallel with said East line a distance of
169.85 feet; thence South"89056150" East, a distance of 12.00 feet to
said East line; thence South 01017100" East, a distance of 169.85 feet
to the Point of Beginning; -
Situate in the County of Spokane, State of Washington.
VESTED IN: .
PARKLAND HOMES, INC., a Washington Corporation.
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as
to Parcel.No. 55083.9064.
Parcel numbers are provided from the latest Assessor's Maps available
to the company. Said parcel numbers are not a matter of the public
record therefor, the company makes no assurance as to validity or
accuracy relating thereto.
Page 3 of 5
• 1 v ~
, ,
Order No. CD201722
2. Liability to future assessments by Consolidated Irrigation District No.
19.
3. Liability to future charges by Spokane County for Storm Water service.
4. Declarat_ion of Covenant and Easement imposed by instrument recorded on
May 15, 1995, under Recording No. 9505150112.
5. VOLUNTARY MITIGATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: July 24, 1995
RECORDING NO.: 9507240089
FOR MITIGATING SCHOOL IMPACT, INCLUDING, BUT NOT LIMITED TO LIABILITY
FOR SAID MITIGATION IN THE AMOUNT OF $750.00 FOR EACH NEW SINGLE FAMILY
RESIDENTIAL UNIT.
6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: "
GRANTEE: Riverwalk Owner Association, a Homeowners
Association
PURPOSE: Temporary Turnaround Easement
AREA AFFECTED: This and other property
RECORDED: May 2, 1996
RECORDING NO.: 9605020318
7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTOR: Parkland Homes, Inc., a Washington
Corporation
TRUSTEE: Transnation Title Insurance Company
BENEFICIARY: U.S. Bank of Washington, National
Association
ORIGINAL AMOUNT: $967,500.00
DATED: June 18, 1996
RECORDED: August 9, 1996
RECORDING NO.: 4033647
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
SAID DEED OF TRUST IS A RE-RECORD OF THE DEED 4F TRUST RECORDED ON JUI,Y
121 1996, UNDER RECORDING NO. 4013872.
THE DEED OF TRUST WAS MODIFIED BY INSTRUMENT:
RECORDED: September 4, 1996
RECORDING NO.: 4032014
8. Covenants, conditions and restrictions imposed by instrument recorded on
July 24, 1996, under Recording No. 4018241, including but not limited to
rights or benefits which may be disclosed affecting land outside the
boundary described in Schedule A. (Affects said premises and other
property)
Page 4 of 5
• `
' Order No. CD201722
9. Potential liability for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
END OF F%CEPTIONS Dated: September 19, 1996 at 5:00 A.M. -
TRANSN TION TITLE MURANCE COMPANY
. •
BY
For se ce on this order all:
(509) 922-2222 (FAX) 926-1519
Connie Dodge, Title Officer
sc .
Page 5 of 5
t
~
,
S P O K A N E , r v, C O U N T Y
_ DIVISION OF ENGLUEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMFNT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
~
June 18, 1997
Todd Whipple, PE
Inland Pacific Engineering, Inc.
707 West 7t', Suite 200
Spokane, WA 99204
SUBJECT: Riverwalk 7" Addition
- Submittal Acceptance .
Spokane Counry Project No. P-1414F
Dear Todd:
We have conducted a general evaluation of your recent submittal for this project, and we find that this
submittal appears to meet the minimum standards of the Spokane Counry Standards for Road and Sewer
Construction ("SCRS We are, therefore, able to accept your approval of the plans and calculations for
this project.
In accordance with Section 5.02.1) of the SCRS, this acceptance is valid until 18 June, 2000. If the
facilities are not constructed by 18 June, 2000, you may request an extension of the acceptance for an
additional two years; the plans shall be revised to reflect current standards prior to granting the extension.
Please note:
1. The County's acceptance of this submittal does not relieve the sponsor or his agents from any
liability related to portions of the design that are not in conformance with the SCRS, or which do not
follow good engineering practice; All permits and notifications necessary prior to construction are the
responsibility of the project Sponsor and/or his assigned agents; and
2. The Sponsor's Engineer is required to conduct inspection and testing work and submit Record
Drawings and inspection reports in accordance with the SCRS.
A set of stamped mylars is enclosed for your use.
Sincerely,
Spokane County Public Works
,
i
,
William H. Hemmings, P.E.
Development Services Engineer/Manager
cc: Project Sponsor
Sylvia Lightfoot - County Permit Technician
Bill Hemmings - County Development Services Dept.
project file
_ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 0 (Sd9) 456-3600 FAX: (509) 324-3478 TDD: (509) 324•3166
14 FRANKLIN ANNEX, [~J001/002
09.'25/96 0 7 : 3 7 FA.I' 206 649 8196 • •
• A C:O
.
14410 Bet.Red Rd; Suitc 200, 8i11evuc, WA 9800•7 • Phonc: (106)644-1323 • Fax: {206)643-3475
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14410 Bc,f.-Red Rd. Suice 2001 Bttlevtic,'.WA'*9800•7 ~ Phoner (286)644-2323 ~ Fax: (206)643•3475 Dare:
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Fax p ~
# of pages sent:
Fax fzo zn:
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I~wrww
Company:
. . . . .
Regard in
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. .
Memo:
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b r Sender's Initials: ~
3
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, F1~~~ COVE`~ L SH*EEr--'-' .a
. Spokane County Engineer's Office - Third Floor Faac # 324-3478
1026 W BROADWAY SPOKANE, WA 99260 - I'HONE #(509) 456-3600 DATE: 9 - a 3 -5)G FAx
TO: 1
COMPANY: Pl-- &LC .
CITY / STATE:
,
NUMBER OF PAGES (INCLUDING COVER SHEE-1): ~
FROM: t~
MESSAGE /SPECIAL INSTRUCTION:
~
~ ~ - . - ~ Q~
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
TO: SPORANE COUNTY ENGINEER'S
DATE: q4204F
I.P.E. PROJECT 96070
ATTENTION : DAVE BERTO PROJECT NAME:
DeSCrlptlOri
Mxx I Xerox Prints M~ Copy of Letter M~
r~ Original Drawing M ~ Contract Documents M ~
M ~
M~ Work Authorization Report
No. Copies Description
2 REVISID DEDICATION PAGE
PUIpOSe
MI Information M~ Review & Comments ~ I Per Your Request
MI Written Approval M~ Signature & Return M~
Remarks
HERE ARE TWO COPIES OF DEDICATION PAGE FOR THE ABOVE REFERENCED PROJECT
a e :a. ~
5E P Z
~ ~ .
Signed. - ° ~ r-Alf
~pa~Rr
NTY EN
L ~ ; . . ~1
cc: ~
D:\TRNSMT.PMS
FAX COVER SHEET
SPOKANE COUNTY - ENGINEERS 2nd FLOOR
FAX # (509) 324-7655
PHONE # (509) 324-7655
1026 W. BROADWAY SPOKANE, WA 99260
PHONE # (509) 456-3600
DATE: 23 September 96 FAX 458.6844
TO:' Todd Whipple, P.E.
COMPANY: IPE
CITY/STATE:
NtJMBER OF PAGES (INCLUDING COVER SHEET) : 1
2
FROM: Ed Parrv. P.E. ,l (Plans Review, x257)
SUBJECT: P1414F - Riverwalk 7th
Barker Road Plans
1. Please add the following note to the Barker Road plans:
"Coordinate with the Spokane County Engineer's Office on
utility relocation status prior to construction. Permits for Barker
Road improvements will not be issued until the utilities have been
relocated."
2. The County Engineer will accept cash or a savings assignment as
surety for the construction of the Barker Road improvements. The
amount of the surety to be posted is $64, 500 . 00, 406
C'~d c~rh'~ ~ ~ ~Za
3. Please call Pat Harper or me if you have any questions
Gu)J If t n ~v!d,^-(A ao 1L)k
~ ~
.
.
z
74
emor andum ~ .
Septemaer 13,1996 `
i•
.
T4 ~ file
ember
EC dated Sept
~ ~eOnemanO
FROM' Pau PUp b B~ Spariin9 ~f ~P
R~~etydalk ~th ua9e as Sub~;~ed y
RE' draina9e 1an9 rovai. ar~t
2th. aPproved tand fotwarded the app ,
Ed P ~ phoned her
~
r
INLAND PACIFIC ENGINEERING, INC.
July 31, 1996
W.O. No. 96070
Spokane County Public Works - Development Services
W. 1026 Broadway
Spokane, WA 99260
Attn: Ed Parry, P.E.
Re: Riverwalk 7th Addition; P-1414F; 3rd Submittal
Ed:
Per your letter of July 19, 1996 we are resubmitting the above referenced plat for
acceptance. Enclosed with this submittal are two copies of the plans (highlighted as
required), two complete drainage reports, a legal description for the paving taper (the
sight distance easement is within the taper easement), an IPEC memo on the traffic
volumes, the revised Mission Avenue section and the original Special County Mission
Avenue section. Additionally, based upon your comments we have either revised or
redefined the following.
. Mission Avenue pavement design.
Based upon a conversation with Mr. Paul Linneman of your office we have
performed a tube count of the Mission and Barker intersection. The results from
this counting operation are enclosed in a memo to file from Ms. Ann Winkler of
our office. As can be seen our new counts are in conformance with the counts
which the County has. Therefore, with the new existing volumes of 2400 ADT
and a 3-percent growth rate (1.8061) for 20-years the Mission section will be
designed for a future ADT of 4,335 ADT. This results in a compacted section of
5"ACP C1 B on 7" of CSTC.
. Mission Avenue Section.
There has been quite a lot of confusion in both our office and your office
regarding the use of the special section and the section used by North Idaho
Engineers on Riverwalk 1 st. Therefore in order to eliminate any future points of
confusion we are going to use the special section (a copy of which is enclosed) for
Mission Avenue. Therefore, NO DESIGN DEVIATION IS REQUIRED. A copy
of both the special section and our newly revised Mission Section is included and
you will find that they are the same.
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 9 FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
Spokane County
July 31, 1996
Page 2
. Design Deviation Under Consideration.
At this time we are unsure as to what specific design deviations other than the
Mission Avenue design deviations are being processed. At this time, we want to
stop the Mission Avenue design deviation based on my previous comments of
conformity with the special section. Please inform our office of what other design
deviations are underway.
. Revised Drainage Data.
Per a meeting with Paul Linneman, the revised drainage report data was provided
and included in the returned drainage report.
. "Not Approved for Construction" Reference.
This reference has been deleted.
Should you have any questions concerning this re-submittal please call at 458-6840. Any
minor issues which may come up may be best worked out over the FAX machines. As
always, your prompt attention to this project is greatly appreciated.
Sincerely,
Inl d Paci ~n!gipeering Co.
~
Todd R. Whipple, P.E.
TRW/tw
enclosures
cc: Doug Birch, Pacific Properties, Bellevue, WA
file
~
MEMORANDUM
DATE: July 25, 1996
W.O. NO. 96070
TO: file
FROM: Ann Winkler, P.E. RE: Traffic Count Information at Barker & Mission
Traffic counts were collected on the four legs of the Barker & Mission intersection during the week
of July 15-19, 1996. The counts were collected using tube counters and were used to establish ADT
rates. The raw data has been filed separately in the file.
Based upon the information collected, the ADT for the four legs of the intersection are as follows:
Barker Road south of Mission 12,400 ADT
Barker Road north of Mission 92800 ADT
Mission Ave. east of Barker 2,400 ADT
Mission Ave. west of Barker 3$00 ADT
Attached are summaries and data sheets generated based on the data collected.
encl.
, o,ir~f4w. .
lr
, .
. t
~ • ,
MISSIGM A4EMJE
(S
C/t
•
}~y~ RlnJRE , .
. . 30' R~w 1p' ACCUJSI71O"! . WIOTH AS ItfQU1RE0 • tAl~axwt . ' ~ • ' • , DRi11NAa AND S10E11'AlK
[ASEwtE11T
12' 12, 4' . KEmso ;
j 1RAFF+C ~V;IC o~ r 2,
~
U E • 20D TREATUENT SIO£'RALK ~
I. AHD
SN01M STORACE
~ .
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IR21 r
+ 1~ 27C AtlH ~ ~ ~ Y ~ 4. 1~ oatna r
~ i ~ M1 ~ ~ ' dI0tl1{0 11
~ • ~ -ACP Cl. 'A~ 4w (mh)
~--1/C + ~.2' ~
ACP Ct. 'E T01A1 ACP OEPTH ~ .g. CUR9 \lMAX&ft%f 6' N.Ik'MUN WA1ER OfPfN !OR 2C6 0.9' MINfMU11 9EP1H PQA SrOAN VOLUNE
,..(Sn MIAlER SIJRrACE EIEYAIIa4
PCR R-VA:UF 1FStIMC I DOES N01 E?ICROACN ON •
FunA►e AcaIAsInoro AaXa ; .
. {
. . ' XSEC0045.0NlG ~
Drawn By. Oale:
E.J.P. Q8' 94 SCALE OrFICE OF SHEET
Oasigned 9Y FtaRIZONTAI: SPOKANE CQUNTY ENCINEER A'pROVED; COUNTY SS Ov AVENUE
E.J.P. 08i94 NoNE W. iols aaoaorrAY ~,r,E, , cNGfNEER EAST OF 9 4RKER ROAD ~
Chetked 8Y ) HERTICAL: 5P0%ANf, KA, 99280-0170 ' c
NDNE 45e'3600 TYPiCA.- ROADWAY ScC?lON i Of ~ r
,
~ i
~
INLAND PACIFIC ENGINEERING, INC.
August 16, 1996 IPE W.O. #96070
Spokane County Public Works - Development Services
1026 W. Broadway
Spokane, Washington 99260
Attn: Ed Parry, P.E.
RE: Riverwalk 7th Addition (PE-1414F)
Dear Ed:
Enclosed please find the following:
Revised Basin Map
Basin Y has been added, which combines Basins Y1, Y2 and Y3 so that a Bowstring
calculation could be done for the overall basin. This resulted in the addition of one
concrete inlet/Type "B" drywell combination to Pond Y1, which contains the low point
for the entire basin.
Revised Mission Avenue plan/profile sheets, and pond detail sheet.
The revised sheets reflect the addition of the inlet/drywell combination, and the
appropriate construction information.
Drainage calculations for Basin Y.
Included are `208' and Bowstring calculations, as well as pipe flow, Froude number and
Backwater calculations.
We are requesting approval of the above referenced project with the submittal of theis additional
information. As always, your prompt attention to this matter would be greatly appreciated-:
Sincerely,
Inland Pacific Engineering Company
Susan K. Murphy, E.I.T. G
cc: file .
enc. drawings, drainage calculations
OfJ4ce bt verwalk1956317J
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 9 FAX: 208-769-7277
7
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
TO: S~- y~ ~ ,
DATE: 5-t-1960
I.P.E. PROJECT ~(aO-7v
.
ATTENTION: PROJECT NAME: ~ ~ VOWL-Lj4~-
Vr
~
C ~ ✓l~ Afi~D ~`rt~
escription
I IrXerox Pnnts Copy of Letter M~
M ~ Original Drawing M I Contract Documents M ~
M ~ Work Authorization M~ Report M~
No. Copies Description
I S77r TzEDUL)er KcViEJ
PUIpOSe
MI Information II Review & Comments M~ Per Your Request
MI Written Approval M~ Signature & Return M~
Remarks
~ `
W 1 1 1~ ~
• I'•~' ~ ~ ~ ` AUG 6
SPOKANE {:OuNTY ENGINEER `
n
Signed: cc:
D 1TRNSMT PMS
~
, S P O K A. N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
July 19, 1996
Todd Whipple, P. E.
IPEC
Mike Miller
Pacific Properties, Inc.
14410 Bel-Red Road
Bellevue, WA 98007
SUBJECT: P1414F - Riverwalk 7th Addition
Construction Drawings - Submittal Not Accepted at This Time
Gentlemen:
We have conducted a cursory review of your recent submittal for this project, and we have
found items which do not appear to meet the minimum standards of the Sookane Countv
Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal
at this time.
The attached comment list contains items of concern which we discovered during a cursory
review of this submittal. You should be certain, before you resubmit the plans and calculations
for this project, that your submittal meets the requirements of all applicable agencies. When the
nlans are resubmitted, olease mark all changes on the revised print in color.
If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
wPlan Review Engineer
encls: Plans (1 set)
cc: project file
reviewer
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
.
s•
SPOKA-,--,-' Z COLTNTY INTERIM R(,. 4D & DRAINAGE
t
SUBMITT.AL CHECKLIST
PROJECT # Pi 4 ~4 ~ DA'TE: Cv- t4- 1(.
PROJECT NAME: ~ IVr=eW AL.9, OZ~
PRQJECT SPONSOR: -T1Z&PS1Znf,---4S ,T33G TEk;*) C44 -Z3r o
PROJECT ENGINEER: Tbrba -R• W4lPPC.E I P. E. TFT #
(Road & Drainagc Plans)
S, T~I ~ qrS~S - Co ~4q
PROJECT SURVEYOR: /4'~ L.
(plac) .
PLEASE PROVIDE A RT..SPONSE TO EACH OF THE FOLLOWING IMMS.
GESIERAL I'I'EMS
Ya[=lxoEIwA❑ 1. A signed "AGREII4iE1VT TO PAY FEES" form *has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
v,,Exa[1x,,►❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporated in this plan submittal.
.
PROJECT DESIGN
Ye51=1xo0N/A0 1. I have completed a minimum of one pre-design meeting with Spokane County Development Engineering
Services Engineers where. agreement was reached on drain.age design approach. .
Ya3'?*4a0rv1A❑ 2. I liave included the results of any geotechnical testing that is required by the design appmach to verify design
parameters.
Y2SQxo0N1A11 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COUNTY STANUARDS FOR ROAD AND SEWER CONSTRUCTION", latest edition.
YdExoON/A❑ 4. The ~oad and drainage plans comply with the"S'TANDARD ROAD PLAN" requirements for plan, profile, and
typical cross section elements contained in"SPOKANE COUN1'Y STANDARDS FOR ROAD AND SEWFjIt
CONSTRUCTION" latest edition except as allowed through approved design deviations.
Yesurvo13NIA❑ 5, The drainage report incotporaies the minimum requirements for a storm drain.age analysis as noted in the GSM
and other items which are appropriate to demonstrate that the design meets all requirements of the Spokane
Counry Guidelines for Stormwater Management except as allow
,dd through approved design deviations.
YeSOxoOwA❑ 6. A complete drainage basin 'map with time of concentration paths shown has been included with the detailed
. hydrology calculations. Drainage basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations.
YesoNoOwA ❑ 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
YaBNoOx/A❑ 8. I have included copies of all approved DFSIGN DEVIATIONS which are required for this project.
YesffHoDrr/,t❑ 9. The plans and drainage report are sta►mped, signed, and dated, and contains, the applicable certification
statement. Ya[ExoOKIA❑ 10. I have included an adequate erosion control plan and applicable standard plan notes.
YeSOxoOru,►❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
included• proof of their approvals..
Yts[3No11N/A❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
YesL7HoON/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
Uckplatv 1.0/May95 1
~ 4-• IiLderstand that the requirement~, ted above are the minimum requirements n-r.- e~ry to perform a cursory review of the project
~ plans, and that add.idonal info- ~•hould be iacluded with this submittal as ne~
•'I understand that this submittal will be checked for completeness prior to review, and that it will be returned for further information
if it is found to be incomplete.
I understand that this submittal will not be aocepted for review (and placed on the review list) unW all required information has
been submitted. Form completed by the responsible Engineer: W" t PP LEF I P.E.
Company:
Address: oi • ~ MSWm ,Zoo ` K~04E T crt1W 019a0qi-
' ' Zip code
Date: FOR SPOKANE COIJIVTY USE ONLY
SUBMITTAL: Accepted for review.
k' Returned for submittal of the following:
GENERAL ITEM # : PROJECT DESIGN # : ~ '03) Twd - 0"1+-45 t^wd 1 4- 6ww4k --o-ta !~I 4*h adIu to
~~~',~e.v~P K d.~c~ - ~'J~x ~'v I~1~' ~ ~►.u.f t~.~.~~ ~u
. ~
. RESUBMI'I"TAL I1'EM i#: Form returned to: TUA UsKOt,61
. ,
Compaay: :VP .
Address: Date: By:
Sgokane County Public orks~'D velopment Services -
Uckplatv 1.0/Niay95 2
, I
~
INLAND PACIFIC ENGINEERING INC.
1
June 14, 1996
W.O. No. 96070 • l~ y
,
Spokane County Public Works
Development Services W. 1026 Broadway
Spokane, WA 99260 -Attn: Ed Parry, P.E.
~
Re: Riverwalk 7th Addition; P-1414F; 2nd Submittal
.
Ed:
Per your letter of June 7, 1996 we are re-submitting for acceptance the above referenced
plat. For your further evaluation we have included the following:
. Mission Avenue pavement design.
. Revised soil map, the original revision is already bound with the returned drainage
calculations, the old sheets have been voided. New revised pages for your other
copy are included and can be inserted when received.
. The pipe slopes have been revised to allow for sub-critical flow on all pipes,
Froude calculations are included for verification.
. We have provided new copies which are more clear and easier to read, which
show the contour lines in more detail. . . We have provided two new basin maps with the Tc lines highlighted for easy
reference.
. Regarding the basin limits on Mission Avenue, it was our original intent for all of
the minor sumps to be collected into one continuous swale on grade, thereby
minimizing the number of drywells required. Therefore, I feel that the basin limit
representations shown on the basin map are indeed correct as shown.
. Enclosed is a copy of a letter dated June lOth, 1996 which was forwarded to you
regarding the section for Mission Avenue, we feel that this letter should cover all
of the bases and options available for the Mission Avenue section.
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
4W
. T Spokane County Engineering, Ed Parry
June 14, 1996
Page 2
. The wording " Not Approved For Construction" has been removed from all plan
sheets. However, by providing bond copies to you, we are expecting that when
you are ready for acceptance you will request the mylars at that time.
. Per your transmittal, the appropriate notes have been added regarding the curb
slopes and pond percolation requirements.
. The appropriate notarized forms indicating authenticity of the signatures on the
. construction work authorization form have been included.
Should you have any questions concerning this resubmittal please call at 458-6840. Any
minor issues which may come up may be best worked out over the FAX machines. As
always your prompt attention to this project is greatly appreciated.
Sincerely,
Inl d Paci ngineering Co.
.
Todd R. ipp e, . .
TRW/tw
enclosures
cc: file
Ujle UW11evC.
P,01
MAY-20-1996 12:01 I NLAND PAC I F I C ENG
4N~ ~ DATE: 80"-r I99c,...Q. .
~ TO:
//Kr ~
INIAND PACIFIC ENGINEERlNG CO. COMPANY:
707 West 7th Ave_, Suite 200 Z>~..~,~ Cv. e.~~
Spokane, WA 99204 ~ FAX NUM6ER:
Telephone - (509) 458-6840 -32A4" -.'S'
FAX - (509) 458-6844 ~ FROM:
~
NUM6ER OF PAGES: JOB NUMBER
1NCl_ COYER PAGE
~ NOTES:
~ . ~i~~ a~~ - 1':~`~tt.~{. 1►~~"1~.1ti ~v~~.
190C..~ N
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L ~ r)
Q~~~~ ~1 c~ ~ Y I t.1 ~Di~,YYlf~'l'7~•I~ f G~I ~
Die- I A..,a rc::,
LbV6 ~
'TV RTL f~~ • A- r~~ `~:'t~- t3~ ~7~uat ~~~U `Tb~~Y_✓
~
FAX TRANSMISSlON
` .
' INLAND PACIFIC ENGINEERING CO., INC.
a Washington corporation
B
y; .
Richard L. Mason President
STATE OF WASHINGTON
COUNTY OF SPOKANE
I certify that I know or have satisfactory evidence that Richard L. Mason is the
person who appeared before me, and that said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute this instrument, and
acknowledged it as the President of INLAND PACIFIC ENGINEERING CO., INC., a
Washington corporation, to be the free and voluntary act of said corporation, for the uses
and purposes therein mentioned in e instru.ment.
Dated this day of 199_L.
~
sTA0 JFICIAL SEA1. _ J
t~ ~1
o UDITH LEO NOT Y PUBLIC in and for the State of Washington,
= x Notary Public - Washinpton
My Commission Expirea ' Residing at
~ October 27,1997 My appointmen? expires f 6-QI°- 17
i433475 MURRAY FRAM Y~ I NC. F7401 T-603 P-002 . JUN 13 ' 96 16 : 45
-13--199i6 15=45 INLAPiD PACIFIC ENa- P•02
~C .
u Wasbivatan caramtfAM
~
BY=
?yresiAent STA'M OF.WASHtLALt:f
NGION
COZfm-X QF
ust I kmow or bav~ ~~r3► tvidCqQe tba Milks mu•r
~m no, md tbA said pggmn S*aeawlodged tbat bc fted this
imdtrun~t, o» oa& s~+ed t~t l~e wat m~~b
9-ylpdaed ft as tttC , of rael.-Vic Prorpertiss lvc_ .
aV;lW$= COtpai+oa,. w bC tba fe6 and vOWmWY 2a of sW for tto u9e4
aw puqosm doraimL in *c insatmos
i3a~od t~C 15"- ~Y a
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1
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/X"6
FAX COVER SHEET
SPOKANE COUNTY - ENGINEERS 3rd FLOOR
FAX # (509) 324-3478
PHONE # (509) 324-3478
1026 W. BROADWAY SPOKANE, WA 99260
PHONE # (509) 456-3600
DATE: 20 Mav 96 FAX 458-6844
T0: Bruce Howard
COMPANY: Inland Pacific Engineering
CITY/STATE:
NUMBER OF PAGES (INCLUDING COVER SHEET): 5
FROM: Ed Parrv. P.E. (Plans Review, x257)
SIIBJECT: P1414F - Riverwalk 7th Addition
Mission Avenue Section
Barker Avenue Section
Per our pre-design meeting:
Page 2 is a copy of the Special Section for Mission Avenue,
provided to NIE for phase 1. Pages 3 and 4 are the approved Design
Deviation and the revised road section for Mission. The Design
Deviation changed the configuration of the 208 swale between the
curb and the sidewalk.
Page 5 is a copy of the Special Section for Barker Avenue. Per the
discussions between Pat Harper and Todd Whipple, Barker Road should
be paved out to the existing right-of-way, which is apparently at
30' from CL. Since the existing paving sheet flows to a vegetated
area, and the commercial project can be expected to occur in the
near future, provisions for 208 treatment will not be required at
this time. Please coordinate signage and striping requirements with
the County Traffic Engineer (Bob Brueggeman).
Please ensure also that all necessary arrangements with WSDOT have
been completed prior to submittal of plans for this phase and other
future phases of this project. The conditions of approval require
that this be done, as appropriate to each phase, prior to plan
checking for that phase.
~ , .
A#j
MISSION f7YEltiVG
(sy,I,)
c/L
NEW FUTllRE
3~' RfW , AGQUI5ITION ~oPe ~ 10 wIpTy AS REQ►JIRED EA~4ENT i
DRAINAGE ANp SIDEWALK unpnH INP . r~
~
EASEMEhiT AS
NCEDED
12F 1 2' 4' ep
~ 3W -1 a }-p+
TRAFFIC TRAFFIC BIKE 208 TREATMENT 51DEWAL}t
LANE p~NC)
SNOW STORAGE
~ 2% hhlN 2~° Nff~1
Esisnkc
GRauNo
N • . ~
- -ACP CL, ~~A~~ »
4 (~nin.) T/C a.2,
ACP CL. "E" TOTAL ACP DEPTH
, T~w„ 6' ~IINIMU~i WATER DEPT)i FOR 208
E~ CURB 00 M1NIMUM DEPTH F
OR 5TORM VOLUME
,CSTC MAXIMIJM WATER SURFACE ELEVATIQN
PER R-VALIJE TESTING DOES N0T ENCROACH ON
FUTL1RE ACpUISITfON AREA
XSECO045,DWG
,
arown By. Date;
E•j.P• 08/94 SCALE OFFfCE OF
APPR~~
D: ~
De5igned B~ HaRIzoNrAL: SPOKANE COUNTY ENGII~EER'
COUNTY ENGINEER SS 0\ AVE\,,
E_J.P. 6$/94 NONE W. 1028 BROAOWAY AVE.
f ,
Checked 8y; VERTICAL; SP04tANE, WA. 99260-0170
456-3600 TYPICAI~ RQApWAY SECTION
. ~o~~ ~ate: o
~
~
~ ; ~
- ` ~ ~ • ~ % , ' ~
~ ~ . - .
Y -
1 e . • . . ' • ~
~ - REQUEST FOR DESIGN DE'VIATION -
$30.00_
_ . . . _ . . _ . - - . DATE_.. .12 /1./9 4_ ~ _ _ ~ .
ROAD NAME M i s s i on Avenu e M ' CRp/RID #
NAME OF PLAT Riverwalk First Addition Plat# P1414
; &
i ; ADDRESS OF BLDG . . . - NANE.OF BLDG PROJECT . BLDG# B9 S T R
FEDERAUSTATE PROJEGT # PROJECT LIMITS
' . . . . . _ . _ . . . . EXISTING CONDI'I'IONS: PROPOSED IlVIPROVEMEN'I'S:
' ROAD WIDTH 5 6 '
;
ROAD SURFACE . . . Pavement
~ AVG. DAII.Y TRAFFIC - 600 V eh i c 1 e s/ da y
j Current Traffic Count De.sign Year Traffic Count
~
PROJECT DESCRIPT'ION Urban Housing DeveloPment
~ .
PROPOSED DESIGN DEVIATION . Desiqri '-deviation from the tvpical street section
provided `-by -th'e-_of f*ice * of-Spokane -County Engineers . -We propDSe'_'a deviatiofi- .
f rom the slope of 5:1 .,f roin the back of cutb to the f low 1 ine to 10 :1 to the
future acquisition area then continuing at a 5:1 to the flow line.
,
~
NSTIFICATION:
,
Changing the slope to a 10:1 to the future acquisition will decrease the
; vertical drop to the flow line from thecurb by 1.3'while providing --i separation between the future acquisition and the 208treatment area: The
s
i adequate snow and storm storage along with 208 treatment'will bemaintained
.i
' without the'unnecessary vertical drop.
; . . .
-
SUBMTI'TED BY North Idaho Engineering, Inc. DpTE 12 / 9/ 9 4
ADDRESS 4200 Seltice WaY, Suite 2, Coeur d'Alene, ID ZIP CODE 83814'
'
~ PHONE #(208~ 667-1 1 71 •a~as~a. ADMiNISTRATIVE VA►RIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY •sass*
_ : . _ _ . . _ _ .REQUEST WIIL NOT BE REVIEVVED WTIHOUT FUNDS-
• .
i. • . •'rt•:, ' ' 7it: t ~ ~
-
CASH/GIiECK # RECEIVED BY DATE 1.2- / 3
NTER OF 5TTZEET
FRoM 5p0~A~E 6017N'T'f DEPARTF- 01
F'lEL.IG I^lOR1C5 5HEET AYf
~
5EGTIDN LINE
~.~C157G~l6
PAVEMENT 1o' !_ANIZSGALED llZA6T
-#iV - 1~1.1AI~ y G ~-y~
~~b ~~Y~4-Y'If~1-rwt 7~V1- Lr
, - ~C7'- ~ I=ijnRE A.GW151TlQN Ip' 25' GfZ SLOPF- GPKTGFI LR~4INA-~E, Ahl~ UTIL6~'
M15510N AVEMUE FO1~1T S^I~IGHEV~ 15
(SYM) 6REATER
41 -
- 30` 10'--~- - ~t`
- 12 ' 120 I q- 4'~'
TFtiAFF1G 1RAFFIG ~ 2C}~ YR~4T~~
AIJD
5NOYJ 57ORAC.-~E -
~ 15'
5 IPEKAL.K
10: f Mf N, ~ 2~i5 F-'f IN.
S~C~P'E 7C3 5'~I`~ - ~I` ~ 5:1 -~O
1 ~ I r~i~. + ACa.
" ~vn,~~ ri, + 0.2'
TG - I.Oo ;
~ ~00 -
~ ~C~
L- ~~HALr c,aNCr~ PAvEMEN7 \-MIN, ~HALE ~~N = T6 , 2.00'
r,L "A• 40 (HIN) ~
CJy GIS05FEP ..]I.fiV f'[Ll11"46
TDP GOURS~
M55 ON AVENJE. ~
~oADHAY SEOTION
FRDM 5TATEON I3+13.qb T~ ~~ATION 16+65.0e~
.
. ~ ~
~
,D.~
~ SGA,F
~
~
BARKER ROAD
(SIYM.)
~
R/Mf FUIURE i
ACOU19110N
45'
YADTH AS RECUIREO
DkAWAfrE AND 9DE'WALK ~
EASEMENr
a' s' 2' s 1 12'
' TRAfFlC TRAFFIC BIKE SMVAUC 208 TREA111ENT 9DEWALK .
IFfT 1URrt ~E
LANE SNOYF STORAGE
2% IIIN ~2x 1(IN ,
A; 1
T
ACP CL 'A' q' (m CT/C+0.1'
ACP Ci. 'E' JOTAl. Atp OEP1H
. tYPE "9' (xJRB 6' WiNIuuM wATER OEP1H FOR 208
. 0.9 WIMIAUM OEPTH FOR STORY VOW41E
, -CSTC NA)OIIUW WATER SURFACE ELEYA1lON
PER R-VAWE TESTiNC OOfS NOT ENCROACH ON
.
' FUIURE ACOUlS1T10b1 AREA
n
Drorn By. Do1c OFFlCE OF ' , EJ.P. ~a4 SCALE H
ee Bx SPOKANE COUNTY ENGINEER APPROVEO: . BARKER ROAD S EET
,Li.P. s x Na~ w. 1~6 Y couNrr txa~
►~zoNru • eaaow~ ~vE
~ockW er sPpuwE, w,~ "250 M I S S I O N A V E N U E T O S P O K A N E R I V E R
VERTr-"'' NOHE Datc - E.J.P rrpiCqL ROADwAY SECnoN 1 pF 1
,
(i~i~ 1%
65'
o ~
EXIST.
PAVEMENT
12'
.
~
25 SIDEWALK, DRAINAGE ANQ SLOPE EASEMENT EXIST.
-
. . R/W 20'
PROP.
4' 6.15~ 109 R/W
, 30'
. _ _ . ,
SLOPE SIDEWALK
FUTURE . ACQUISITION
ESMT. ,208, TREATMENT
' AND
SNOW STORAGE 2' , 4' 12' 12'
. _
BIKE TRAFFIC TRAFFIC
LANE
EXISTING
8.8, , 6.2,
GROUND OIN 29; MIN ' -
.0200 FT FT MIN
M1i... r.:Y•.. ~ . ~ I
5:1
2i
~ MfN
TOP OF WALK = TC + .2'
, COMPACTED CLASS "A" ASPHALT CONCRETE
SWALE DEPTH = TC - 2 TYPE B" CURB ,
CONTAINING 5 3/4q TO 6 1/4% ASPHALT ON 7'
COMPACTED CRUSHED SURFACING BASE COURSE IN
ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS.
TYP CAL - EXIST. 4" COMPACTED CLASS "A" ASPHALT
CONCRETE
(NOt ro sME) CONTAINING 5 3/4% TO 6 1/4q ASPHALT 0N 6"
COMPACTED CRUSHED SURFACING BASE COURSE IN
ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS.
EDGE OF
ASPHALT
~
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~ i lOw ESAI, ! 0 351 I 219079 ~ 4~0209! 535775! 82~34d1 706905' T924701 87 5~ 96360' 1049t651 113473p1 12202951 1305860I 13914281 14769911 15615581 1 211 1~~1 18192511 19048161 19903$1. 207594fi~ I I ~ ~ ~ , , ~ . , 2075946; 2t61511i
~AOT Ranqa ! i ; ~ ~ ~ ~ • ~ ~ i ~ ; Soi 0-t00~ ~1 200Q 000 ~3004~0a0 ` SOQO-6000 ~8000-T000 :7000-800018000-9000 :9000-1000 ~10000-1100 11000-1200 !1200t}~1300 ~±3000-1400 •14000-15Q0 ~15000-1600 ~1800a-1700 ;1700a1800 ,18000-1900 ~19000'Z000 ~20404-2100'2100a2200 '2240~'~ Z300Q-2400 24( 3000-2400 24000-2500 w8 48 ~
i4/8 ~ 4/6 <l6 ~418 4IA ,~16 4~6 4J7 4fT 4lT ~4R 417 ~4lY 418 418 u8 GW ~~,J00 i~4l6 ~ ~416 ~ ~ •41T '4/7 4!7 417 418 ,418 4/8 4!8 5!6 518 SIT S17 5!7 i!T 517 '
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(10, s~ f ,4I8 c4l8 418 ~5~8 516 'Sl8 5R 'SR 51T 5I8 518 5/8 ~~f8 6/8 6l6 6!6 61g ,g~g •g/6 gR 6!T 6IT 611 617 iR 617 if7 517
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SM {10. 1416 ;4l6 l414 ~418 :516 5l6 :5/8 :5R ~SFT '5fT 518 518 'S/8 ~S18 616 6/6 616 6f6 •;618 B/6 6JT ~6lT 6IT 6!1 617 il7 617
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:ADT Rar~e ~ , . Soil Type ;0-10Q0 ~1000-2000 i2000.'i00013000~000 '4000-5000 ~5000~6000 ?6000-708Q 1000-8000 ,8000-9000 9004-~000 ~1000a~100 1100o-1200 12000-1300 130Q0-1400 t4066-1500 1506Q-1600 166Q0-1700 ~ 17000-1800 ~18000-~90Q 19Q00-20f}0 20000a~oa 2~ooa22oo 2 ooo-z3oo 23ooa2~oo 2aa 3000-2400 24000-2500
~GW(20. 416 '4J8 '4I6 '416 4J6 4/6 ~4/6 4/6 '416 ~4/6 '4!T 4!I 4!T 4R 418 418 4f8 ~4J8 ~418 4!$ 5I6 !516 Slfi 'S!6 i16 ° 516 J8 5/8 '
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1
July 29, 1996
L$aAL DLBCRIPTION
FOR
TAPSR ON MI88ION AVENIIS
THAT PORTION of the West 110.00 feet of the South 303.00 feet of
the East Half of the Southeast Quarter of the Southwest Quarter
of Section 8, T.25 N., R.45 E., W.M., in the County of Spokane,
State of Washington described as follows:
Beginning at the intersection of the North right of way line
of Mission Avenue and the West line of the of said West
110.00 feet of the South 303.00 Feet of said East Half of
the Southeast Quarter of the Southwest Quarter; thence
N.01017'00"W., along the west line thereof a distance of
9.50 feet; thence S.84014112"E. a distance of 95.47 feet to
North right of way line of said Mission Avenue; thence
N.8905615011W. along said north line a distance of 94.78 feet
to the Point of Beginninq.
..v+.cwr a,~,n, . . . ~ _ . . .~r--L .Y_~_ . .
. ~ .
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. iMIS S►ACE tESlP~'~D ICIf RIC(1r0t~'S US[ ~rl A
PIONEER NATIONAITITUE INSURANCE FILEO OR RECOROED~ `f~ 1sy_t i•~~~ ' ~
. • A rcoacoMwwY REQUE~? Orantor ~ - _
•Filed tor Record et Request of
~
~
Vul: f 1'.E MAR 18 28 1 ~180 '
~t nti ♦ R . i~F
• SPOIIANE CO I T.MASH4
F~~EO
TO oa aECORoEIP
• -
RE'IL` ! MINOR
~4L ~:t
APR 1 FIOI" 0 E. 19 10 Montgome y, Otie Orcharda, 99027
i
SFOKANt~~~iEPL1~ii,w~s~~ ~V•~ ti~ll~:~() '
E . ,
Otis Orchards V,QO :
Quit Claim Deed L ~b R ,
n~ CRANTCOt FMMF-rr1N. Co LYNR ANO NAzEL cuc.YAR .
. . . ,
fos •nd in considerattoa of L0 VZ AN p A FFCC T/O/v
. • , ~ . .
~
• . eomey and quit elats to WILL/pM DF-AN 61.~//~R ANp /f~ T
I
R LEN E .
the follwing desc[Lbed ceal estate. aLtuaced lo the Cwoty of 5 po I<ANE 1 ~ •
• ' I T .
Scste of iJashington leeludtng any tnterest thereln vhtch grantor mar hereatter acQalro:
O~vF S ~;o3'GF~L %2- a~-SE ~ -
oF 6 W /4
' E-X C ROAP SS eT-/oN g 7owtV3q1p zS RANGE 4S
PTN o F O 8 SS 3-- 90 / J - J'~c',VC'!'volr~~ 7~2
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D~ted thln FOlIY ~ day of ~'~c7y~G ~j /?~e
. ` '.~1 S E A L 1
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5 t A t ,
SL128 OP 1iASHIHCTON, ✓ • -
ri. Cwnty of •Sp0
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. On thls dar personally •pyeared be(oro M ~~f M!: L~+ wi ~ 0 I y a~ t' ~bt /7 ~i2 G, P,l.C •~t
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• to me knovn to be the lndivldual deserlbod in and vho exeeuteA the vtthfn and totesotng lnitnixent. •nd
aeknwledged that ~11 Qg signed eAe saew •s tree and voluntary aee •nA deed, [or eh•
vies and purposes thoralo wntiorwd.
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' O TRANSiVAT10N TITLE INSURA(JCE COhdPANY
. ~
Thi-, sY,etch is Rrovided, without charge, for yaur
, L0T6 :~1L~ in~ormafion It is nol intended to show al► matters
re;ated to tN property including, hut not IimiteQ Fo,
41.3OAC. area, dimensions. easemenls, ancroachments or
locat!or, of boundaries. it is nol part of, nor does il
~7467 modify, the cammitmcrt or policy to which it is
attached. The Company assumes NO LIABILITY for any°
~ ~v9~/7C • p ro ~ matter related to this sketch. Reference should be
made fo an accurate suNey for further inlormation
dn
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aGE 1801 AS OF 04/13/46 PAGE 7814 ~
JOB 1D: 013048 SPOKANE COUNTY TREASURER'S TAX ROLL - REAL ESTATE
LrP:) Su 55083.9010 STANTON DEUELOPVIENT COhpANY X* STANTON DEVEIOPMENT COMPANY ADVa=r
X P EDWARD DEAN,DEAN BLDG CORP
NE 16720 1161H ST . TEXM'-t1NPD
PROP=0400 REDMOND, WA 98052-2250 ADDRESS Uwc►vOww S~
SASS= 3.00 CNSV3 1.96 uEED
TD1400 39,704 LAND VAL 39,700 ASSR VAL 39,700 TAXABIE
RE= 632.73 ASMT 4.96 SASS .00 PAID 637.69 UNPD RE
jR= IR= 396.40 119 396.40 PAID .00 UNPD IR
DEED#=8104280235 LAST SALE INFO: DATE=02/23/96 " N1f'BER=9600-2607
UNPD RE ITAREA= 9721 PROPCODE=0000
STANTON OcVEIOPMENT COMPANY NE 16720 116TH ST REDMOND, uA 98052
08 25 45 u1/2 OF SE1/4 Of Su1/4
55083.9012 coLrAR, EMMETT W COLYAR, F w
E 19210 MONTGONIERY DR TEKM=l1NPD
~ CLAS=PROP=8300 OT1S ORCHARDS, WA 99027-9565 ADDRESS UNKNOWN ' SPO
SASS= 3.00 CNSV3 1.00 uEED
TD1400 840 LAND VAL 840 ASSR VAL 840 TAXABLE
13.39 ASMT 4.00 SASS .00 PA1D 17.39 UNPD RE
~ RE=
IR 1R= 98.20 119 .00 PAID 98.20 UNPD 1R
~
~D RE DEED#=740522A
ACRES= 4.850 PROPfODE-8340
UNPD 1R COLYAR, F W E 19210 MONTGOh1ERY AVE OTIS ORCHARDS, WA 94027
UNPD Su pg 25 45 E1/2 OF SE1/4 Of SE1/4 Of SW1/4
55083.9042 COLvAR, ullllAM DEAN CAIrAR, uM DE~w
E 19305 M15S10N AVE TE%KP UNPD
PROP=1100 GREENACRES, WA 99416-9446 ADDRESS UN►CtJOWtJ SPO
$A55= 3.00 CNSV3 1.00 WEED
TD1400 17.600 LAND VAl 68,400 1MPR VAL , 86,000 ASSR VAL 86,040 TwcAelE
RE= 1,370.62 ASMT 4.00 SASS .00 PA1D 1,374.62 UNPD RE
1R= 1R= 134.00 119 .00 PA1D 134.00 UNPD 1R
SW--RESI 1996 SW= 10.00 .00 PA1D 10.00 UNPD SW
SEGb=80-0352 DEEDb=8003180139
UNPD RE YRBLT=1933 STRIES= 1.75 6DRM5= S 8ATH5= 2.00 BAREAI= 1040
UNPD IR AfRES= .120 PROPCODE=1100
CALYAR, u+l DEAN E 19305 MISSION AVE GREENACRES, uA 99016-9446
UNPD SW 08-25-45 W110' OF 5303' Of E1/2 OF SE1/4 OF SW1/4 EXC RD
55083.9043 COLrAR, EMhETT u COLraR, E u
E 19210 MONTGONIERY DR TEXM=UNPD
CLAS=PROP=8300 OT1S ORCHARDS. UA 99027-9565 ADDRESS UNKNOWN SPO
SASS= 3.00 CNSv3 1.00 wEED
TD1400 2,450 LAND VAL 2,450 bSSR VAL 2,450 TAXABLE
~ RE= 39.05 ASMT 4.00 SASS .00 PAID 43.05 UNPD RE
o IR: IR= 284.00 119 .00 PA1D 284.00 UNPD 1R
SEG,#=80-0352 DEEDa=740522A
ALRES= 14.130 PROPCODE=8300
UNPD RE fOlrAR, E w E 19210 MOniTGOKRr AvE OTIS ORCHaRDS, wA 99027
UNPD IR 08"25"45 NE1/4 OF SE1/4 pf SW1/4 8 u112 OF SE1/4 Of SE1/ 4 OF SW1/4 EXC 1r110' OF 5343' THEREOF g EXC RD
UnPD SW 55083.9048 kEDLUfdD, JEROME HEDIUND, JEROME
E 23007 MORRIS RD TEXM=UNPD
PROP=1100 NEWMAN LAKE, WA 99025-8449 ADDRESS UNKNOWN SPO
SASS= 3.00 CNSV3 1.00 uEED
TD1400 28,400 LAND VAL 48,300 1h1PR VAL 76,700 ASSR VAL 76,700 TAXAflIE
RE= 1,222.42 ASM1 4.60 SASS .00 PAID 1,226.42 UNPD RE
IR= (R= 224.40 119 . .00 PA1D 224.40 UNPD lR
+RfONTlNUED
' COURTESY OF ~
1RANSNATION TITLE INSURANCE CO
~ , .
~
\
. ~ ~
.
INLAND PACIFIC ENGINEE
~ o
June 13, 1996
W.O. No. 96070
~
Spokane County Public Works ~
Development Services
W. 1026 Broadway
Spokane, WA 99260
Attn: Ed Parry, P.E.
Re: Riverwalk 7th Addition - Proposed Mission Avenue ection - Yavement 1iesign
Ed:
. .
Per the requirements for pavement design, enclosed please find a design for~Mission
Avenue along the frontage for the above referenced project. The following are the
assumptions used in the design of this section.
• Based upon a traffic count made by IPE staff on 2/28/95 the total east leg
volume during the PM peak hour traffic time was counted at 129 vph for both the
eastbound and westbound traffic on this leg. Accounting for a growth rate along
19q`~ Mission Avenue of 1.5 pct/yr the current year (1996) PM peak hour volumes
.
/g~ (0 ypJ should approximate 139 vph. Using the assumption that the PM peak hour
generally represents approximately 10% of the total trips per day, it could be
gG assumed that this leg would carry approximately 1310 vpd. Continuing with the
/1Sr.3 yncl 1.5 percent of growth throughout the next 20 years, this intersection might have an
8q ADT of 1780 vpd or nearly 1800 vpd.. As Mission is an arterial roadway with a
limited far eastern connection and wrth growth management upon us I feel that this
/ os? yfj would be an appropriate number.
91 Based upon an analysis done by Jerry Peterson, P.E. of our office and a visual
929 vP~ ~
inspection the soil types within this area of the the vicinity soils tend to be
contiguous, therefore, we will use the GC soil classification for the type of design.
This GC designation represents a soil Mr of approximately 10,000 ps~~
• Based upon the above information and using the interim September 1995 arterial
roadway section form for an ADT of 2000 in the year 2016 and a 20-year design
life we would recommend that the Mission Avenue section be constructed as a 4"
of ACP on 6" of CSTC.
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
~
. ,
.
Spokane County, Riverwalk 7th Addition
June 13, 1996
Page 2
Enclosed for your reference in evaluating this criteria are the following:
1. A copy of the 1995 IPE traffic count breakdown spreadsheet for the entire three
hour turning movement counting period in 15-minute intervals.
II. A copy of the 1995 IPE traffic count, PM peak hour breakdown spreadsheet for
the Mission and Barker intersection in 15-minute intervals.
III. A copy of the letter from Jerry Peterson, P.E. evaluating the soil types within this
general area.
IV. A copy of the Interim, Spokane County guidelines for arterial pavement section
spreadsheet dated September, 1995.
Should you have any yuestions concerning this pavement design please call at 458-6840.
Sincerely,
Inlan Pacific T eering Co.
04 WASy~
~ a ~~►o r~
y ' x
Todd R. Whipple, P.E.
2546't-
~
TRW/tw
enclosures
EXPIRES 9/24/ ~
cc: file
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PROJECT: RNERWALK '
JOS N0. 95527
(NTERSECTION: BARKER d MISSION ~
DATE OF OOUNT: 212&55
PM PEAK FiOUR BREAKOOWN
APPROACH IMOVEMENT ~ 4:00 1 4:15 ~ 4:30 I 4:45
I oass Itrk pass lirk ~g Itrk ~pass Itrk roTaL w ~ F
Lefl 41 1 71 + 81 ~ 81 26
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Ri fit I 8i 11 3 5 3 20 u t
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Lefl I 91 2 8r 11 61 21 141 2 41
w~cnouna Throuah I il sl I al > >I ~ 13
Biht 1 31 11 31 1 41 41 1 15
Total p 14~ 3, 14
PdTrucks 17.65 8.61 ~ 18.751 9.52 13.0435 ~
Left ~ 51 1 31 1 51 1 61 ,f 201
Normbo,nd Through r 701 21 ssl 41 721 11 n 31 289
Roht I 81 31 5l 1I 8I 21 11 A 39
M-V*TcotalMj NE8311 IN M
Pcl Truc*s 1 5.68 6.41( ~ 3.41 5.32 15.17241 `
►.ee I 41 1~-SC- 11~ 31 I31 I 18
soutnbouria rnrougn 1 611 I sSl 21 e11 sl 571 5 236
R' ht 1 31, 1 41 1 5~ 1 9 12
Ti ~~68~~0.~(~ 41 69 ~5',~ 69 6 T14 ♦ `
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S P O K A N E C O U N T Y
- t
DIVISION OF ENGINEERING A\iD ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
June 18, 1997
Todd Whipple, PE
Inland Pacific Engineering, Inc. 707 West 7, Suite 200
Spokane, WA 99204
SUBJECT: Riverwalk I" Addition
• Submittal Acceatance
Spokane Cuuuty Project Nu. P-1414F
Dear Todd :
We have conducted a general evaluation of your recent submittal for this project, and we find that this
submittal appears to meet the minimum standards of the Spokane County Standards for Road and Sewer
Construction ("SCRS We are, therefore, able to accept your approval of the plans and calculations for
this project.
In accordance with Section 5.02.1) of the SCRS, this acceptance is vatid until 18 June, 2000. If the
facilities are not constructed by 18 June, 2000, you may request an extension of the acceptance for an
additional two years; the plans shall be revised to reflect current standards prior to granting the extension.
Please note:
1. The County's acceptance of this submittal does not relieve the sponsor or his agents from any
liability related to portions of the design that are not in conformance with the SCRS, or which do not
follow good engineering practice; All permits and ❑otifications necessary prior to coristruction are the
responsibility of the project Sponsor and/or his assigned agents; and
2. The Sponsor's Engineer is required to conduct inspection and testing work and submit Record
Drawings and inspection reports in accordance with the SCRS.
A set of stamped mylars is enclosed for your use.
Sincerely,
Spokane County Public Works
.
William H. Hemmings, P.E.
Development Services Engineer/Manager
cc: Project Sponsor
Sylvia Lightfoot - County Permit Technician
Bill Hemmings - Counry Development Services Dept.
project file
. 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
t
S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THfi PUBLIC WORKS DEPARTh1PNT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Dicector
June 18, 1997
Todd Whipple, PE
Inland Pacific Engineering, Inc. 707 West 7, Suite 200
Spokane, WA 99204
SUBJECT: Riverwalk 7h Addition
Submittal Acceotance
Spokane County Prujecc No. P-1414F
Dear Todd :
We have conducted a general evaluation of your recent submittal for this project, and we find that this
submittal appears to meet the minimum standards of the Spokane County Standards for Road and Sewer
Construction ("SCRS We are, therefore, able to accept your approval of the plans and calculations for
this project.
In accordance with Section 5.02.D of the SCRS, this acceptance is valid until 18 June, 2000. If the
facilities are not constructed by 18 June, 2000, you may request an extension of the acceptance for an
additional two years; the plans shall be revised to reflect current standards prior to granting the extension.
Please note:
1. The County's acceptance of this submittal does not relieve the sponsor or his agents from any
liabiliry related to portions of the design that are not in conformance with the SCRS, or which do not
follow good engineering practice; All permits and notifications necessary prior to construction are the
responsibility of the project Sponsor andlor his assigned agents; and
2. The Sponsor's Engineer is required to c:onduct inspection and testing work and submit Record
Drawings and inspection reports in accordance with the SCRS.
A set of stamped mylars is enclosed for your use.
Sincerely,
Spokane County Public Works
~ -
.
William H. Hemmings, P.E. .
Development Services Engineer/Manager
cc: Project Sponsor
Sylvifl Lightfoot - Counry Permit Technician
Bill Hemmings - County Development Services Dept.
project file
1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 456-3600 FAX: (509) 324-3478 . TDD: (509) 324-3166
• ' ( l ,i
• l't ~
' - ~
INLAND PACIFIC ENGINEERING°~;` INC.
-
June 10, 1996 W.O. No. 96070
Spokane County Public Works
Development Services W. 1026 Broadway
Spokane, WA 99260 .
Attn: Ed Parry, P.E.
Re: Riverwalk 7tb Addition - Proposed Mission Avenue Section
2nd Letter
Ed:
This is a clarification regarding the Mission Avenue sec,tion that we are proposing to use.
At this time, and consistent with our previous correspondence (enclosed), we are
intending to use and have designed Mission Avenue in accordance with the special
section provided by Spokane County (enclosed). If this is the same section that North
Idaho Engineering used for their design and had to receive a Design Deviation for we
would like to have the design deviation extended further east to include this project. If
the approved section enclosed does not need a design deviation, then disregard this letter.
Copies of the previous submittal are attached. Should you have any questions concerning
this project please call at 458-6840. Sincerely,
Inl d Pacific Engineering Co.
' ~ .
, ~ -
Todd R. Whipple, P.E. 1VED
TRW/tw RECE
enclosures - JUN ~ ~ 1996
cc: file
SPOKANE COUWIy EhGINEER .
707 West 7th . Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
I
MISSIaV AVENUE ~
(SYM.) .
CJ4 I ~
/
~~w Fu~,~ ,
_ a,w ~o. ActuISnori 'MO1H AS ftE0U1H~0
~ - ; , • DRAINACF AaID 9DE''NAIK - w0'Dm -
USEMENt A9
~ '2, I NEtDCO
12' ~ ~ 2~, r2'
tRIIFF,'C TRI<<•7C ~ gXE ~ 205 1REATAiENT StOENtALK
, j UHE AND
~ 5NOW STORACE
~
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t r~ 4: oosroa
~ aouwa
~ ACP Cl. 'A' 1" (mtn,) ~ ~--i/C + D,2' (
~ ACP CL. 'E* iOJAI ACP REP?H
' n,~ .9. ~3 1 jfi' NIN'MUN WATER OEPTM FOfl 2C8 110.9' MIF1111U0.1 ?£PTH soa sroa►A voiu.at
-CSTC .MAXMAI.W WATER SURfACE EIEVAfIC,V l.
PEA R-YALUF TZSTINC 1 OD£S NOIENCRDACH ON
FUTURE ACOlASI110N AAEA ~ J
(
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' XSEC0045.0U;G I
Draw, gy. Dot e: ' 1
E.J.P. 0$/94 SCALE a~~ a~ ~SSO~ AVENUE SHEET
Qag*ed er• HortitorrrnL: SPOKANE CQUNTY ENCINEER ~~uNri ~DNEER "'`J ~
E.J.P. 08194 HoreE w. iats eRoaowtiY avL EAST OF 9,4RKER ROAD
p+eCked 8y. ) y~Rn~: SPO%ANf, 1AA, 992ev-o»a ~
NONE 454-3600 Daie: ~~+~4y TYPiCAt.. POADWAY SE:CT(ON ~ Of ~ ~
' f . . _ • ~
INLAND PA►C1F1C ENGINEERING, CIVC.
May 29, 1996 .
W.O. Na, 96070
Spokane County PubIic Works
Developrnent 5ervices
W. 1026 Brvadway
Spokane, WA 99260
.
Attn: Ed Parryy, P.E.
r Re: Rivgrwalk 7th Additian - Prnposed 1Vlissian Avemue Section
Ed:
Enclosed is a cvpy of the cross-section f0r Missian Avenue that we are proposing along
aur plat ~'xontage. Please review and cornrnent an this section. It genera11y, cvn-farms to
th,e sectian constructed by North Idaha and is consistent with the 1995 SCRS and the
~ special section that you forwarded. your prompt attention to this project would be
greatly appreciated. -
Should you have any questions conceming this project please ca11 at 458-6840.
Sincerely,
Inland Pacific Engineering Ca.
~
. .
Todd R. Whipple, P.E.
TRWltw
enciosures
cc; ~rile
707 lNest 7th • Su€te 200 2020 L.akewnad Drive * Suite 205
Spokane, WA 99244 Coeurd'Alene, ID 83814
509-458-6840 • FAx; 509-458-6a44 208-765-7784 • FAx, 208-769-7277
~
65' ~
EXIST, ~ .
PAVEMENT 12' ~
EX IST.
25' SIDEWALK, DRAINAGE ANQ SLOPE EASEMENT R/W 20'
~ . ~
PROP.
4' 60 15' 10, R/W 30'
SIQEWALK '208' TREATMENT FUTURE ACQUISITION
AND
SNOW STORAGE 2' . 4' 12' 12'
BIKE TRAFFIC TRAFFIC
0EXISTIN( , LANE
KGROUNG 29' MIN _ 3.5' ~ 8' ~ 3.5' ~
qo MIN ° .0200 FT/FT MIN
13,5:1 ~kk
29;
MIN a ~
SWALE DEPTH = TC - 1'~ TYPE CURB EXIST. 4" COMPACTED CLASS "A" ASPHALT CONCRETE,
CONTAINING 5 3/4% TO 6 1/4' ASPHALT ON 6"
COMPACTED CRUSHED SURFACING BASE COURSE IN
ACCORDANCE WITH W.S.Q.O.T. SPECIFICATIONS.
\ (NOT TO SCALE) ~
I NLAND
MISSION AVENUE SPECIAL SECTION . PACiFic
R IVERWALK 7TH AD D ITI O N ENQINEERINQ
707 Weat 7th • Suite 200 (609) 458-8840
~ WA 99204 FAX: (509) 458-8844
, DATE. $pokane, , 5/29/96 ~-J
INLAND PACIFIC ENGINEERING, INC. ? r 4r~~
W1- `
May 29, 1996 RECEIVED
W.O. No. 96070
MAY 3 0 1996
~t-v, SPOKANE COUNTY ENGINEER
Spokane County Public Wozks
Development Services
W. 1026 Broadway
Spokane, WA 99260
Attn: Ed Parry, P.E.
Re: Riverwalk 7th Addition - Proposed Mission Avenue Sectioa
Ed:
Enclosed is a copy of the cross-section for Mission Avenue that we are proposing along
our plat frontage. Please review and comment on this section. It generally, conforms to
the section constructed by North Idaho and is consistent with the 1995 SCRS and the
special section that you forwarded. Your prompt attention to this project would be
greatly appreciated.
Should you have any questions concerning this project please call at 458-6840.
Sincerely,
Inland Pacific Engineering Co.
~
Todd R. VVhippie, P.E.
TRW/tw
enclosures
cc: file
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
!
~65' q
EXIST.
PAVEMENT 12' !
-
25' SIDEWALK, DRAINAGE ANQ SLOPE EASEMENT EXIST.
R/W 20'
PROP. 4' , gp 15' 10' R/W 30'
SIDEWALK '208' TREATMENT FUTURE ACQUISITION
. AN D
SNOW STORAGE 2' 4' , 12' 12'
- -
BIKE TRAFFIC TRAFFIC
OEXISTINC LANE
t3ROUNC 3.5' 8' , 3.5' _
2% M~N 2% MIN ~S - - - , ~ ~ .0200 FT/FT MIN
35
~
~!Mj r
~C` 2q ` Ai(C ill~ ►L ,~U~ ~ll~ ~1l~ ~ ~
o N~
SWALE DEPTH = TC - 1'- TYPE CURB EXIST. 4" COMPACTED CLASS "A" ASPHALT CONCRETE~
CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 6"
COMPACTED CRUSHED SURFACING BASE COURSE IN
ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS.
(NOT TO SCALE) .00/
INLAND
MISSION AVENUE SPECIAL SECTION PACIFIC
[1
R IVERWALK 7TH AD D ITI O N ENGINEERING
707 West 7th • Suke 200 (509) 458-6840
Spokane, WA 99204 FAX: (509) 458-6844
~ DATE: 5/29/96 J
\
~
j~~
~ ~Y . ~ _ A ~ ' 1n ''tc~,;: ' -
' c,~' yl i{ ~ ~+Q • c"+r+"~ ^ s'~.. a~, c~" ~ lI ! t.
-0
> ~ ~~.c.n~s_- tt~~ :otv'"_ a~ ~ •d~•
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~ ~~A Y { IJ1S 1 !g ~6,~`
~ il a o y
INLAND PACIFIC ENGINEERING, INC:.
: . . 707 West 7th o Suite 200 ~ ~ - • . ~•1~..~ ` , ,~'~~•~?i-`.'
~ Spokane, Washington 99204 ` ~'i1 ~.►c:. ~ ~~'~~r' . ' . ~'~'1.~ ~ . i~~
SPOKANE COUNTY ENGINEERS
c/o Ed Parry
W. 1026 Broadway Avenue
Spokane, WA 99260
MAY-29-1996 16:42 ~~.1 INLAND PACIFIC ENG
P.01
U/ I ~ 1
rc ~
INLAND PACIFIC ENGINEERING, I[vCe
Ma 29 1996 Post-it' Fax Note 7671 oatqe7j',GiOj I y , W.O. No. 96070 TO ~Fi ~ +
cc.lDcpt . ~
14506
Phone 0 / Phone 4
f
Spokane County Public Works Fa` Fex 0
Development Services
,L
W. 1026 Broadway
Spokane, WA 99264
Attn: Ed Parry, P.E.
Re: Riverwalk 7th Addition - Proposed Mission Avenue Section
Ed:
Enclosed is a copy o.f tlie cross-section for Mission Avenue that we ate proposing along
our plat frontage. Please review and comment on this section. It generajly, confornis to
the section consuvcted by North Idaha and is consistent with the 1995 SCRS xnd the
special section that you forwarded. Your prompt attention to this project would be
greatly appreciated.
Should you have any questions conceming this project please call at 458-6840.
Sincerely,
Inland Pacific Engineering Co.
1
• V o
• o
Todd R. Whipple, P.E.
TRW/tw
enclosures
cc: file
. 707 West 7th • Suite 200 2020 l.akewood Orive • Suroe 205
S°kant. WA 992o4 CoeUr d'Alene, ID 83814
509-458-6848 • fAX: 509-458-6844 208•765-7784 • FAX; 208-769•7277
~ e..r . ,wr ~~e • . . . . , , .
3
D
~
I
N
lD
I
+
l0
l0
01
f+
Q1
65° ~ N
EXIST.
PAVEMENT 12• ~
EXIST,
25' StpEWALK, DRAINAGE ANQ SLOPE EA5EMENT R/W 20' Z
f•
r
D
PROP. d
4' 60 15' 10' R/w 30' ~
r4._ . n
SIDEWALK FUTURE ACQUISITION
'208' TREATMENT ~
~ ANO n
SNOW STORAGE 2'40 M 12' f 12' m
z
BIKE TRAFFIC TRAFFIC
~XISTIN(
ROUND zX MIN 8' LANE
3,5' ,MtN ,0200 FT/Ff MIN
~ 2~ -JS•~ ~ t3,5:1 ~~,lY~ ~ ;=~=c-==-=
2q !Kf N dk dk ~ fc li4
SyypLE pEph1 ~ TC - 1~ TYPE "B" CURB EXIST. 4" COMPACTED CIASS "A" ASPHALT C4NCRETE-3
CONTAINING 5 3/47 TO 6 1/4% ASPHAI,T ON
COMPACTED CRUSHEO SURFACING BASE COURSE IN
ACCORDANCE WITH W.S.D.O.T. SPECIFICATI4NS,
~
\ I I (NOT ?0 9CAlE} /
,
~ INLAND N
L SECTION PACIFic
(00~MISSIOwNAVENUE SPECIAr~
RIVERWALK 7TH ADDITION ENC311INEEAINQ
/ 707 w.sc 7tn . suk. 200 (509) 456--6e0
` . . . . , . . . , DATE: V29,/96 spomne, wA 99204 FAx: (50e) 45e-e044
.
~
R OR 5TREET
FRDM SPOKRNE GOUNTY DEPARl
Pl1BLIG WORKS SFfEET A-
¢4-
~
SEGTION LINE
EXISTIN6
PAVEMENT ~
- t12 1 _ EXISTIN6 10' LANDSGALED GT
RM
~ _ 2O - FUTi1RE AGQUISITION 10' - 25' OR SLOPE GaT ~ II AND U~T L~
MISSION AVEi~~ POINT Y44IGHEV~~S T.
(SYM) 62Fq~
~ R/H - r~
T
30, 101-" 21' 4' -
~
~ . 1 ~ 6 2'
TRAF~IG TRA~lG BIKE 20b t TNIFNT
LAr~ ItL awD
~ SNOW STORR6E ~
- - a
L!G
I O: r MIN,
-
~ + 2% MIN. 5:l 7-0 0~ FXISTIN.lv
~ r AR~, 6R0l1J~lD
' TYpE `g' GURg TG - I.00' T/G + 02' 5,To 00
~ PSPHALT GONGRETE PAVEMETIT
GL 'A' 4' (MIN) , MIN. SWALE DEPTH = TG - 2.00'
6' GRllSHED 5URFRGIN6
TOP GOURSE
M 55 ON AVENUE
TYPI GAL RDADHAY 5EGT1 ON
FRoM STATIoN 13+13.cib To STATioN 16+65.08
.
,O G .
- .
SUN-1E-1997 16:10 INLAND PACIFIC ENG P.01
f
~
INLAND PACIFIC -"NGINEERING
707 West 7th Avenc~~, Su~t,.-% ~00
Spokane, WA 99204
Teleplione: (509) 458-'~40 FAX: (509) 1535~6S,44
FAX T'RANS'MI T'TA,.'
Q F' F DA?E: NO.OF PA'ZS: (includiirg coverpag~e)
~~1YY1 IJ FAx
TO:
COMPAriY: SPO GD PHONF.
FROM: JOB
PROJECT NAME:
ORIGINAL IIY MAIL: O YES ❑ NO '
NOTES:
L
• ~ .
REV. 997 ~
JUN-16-1997 16:10 INLAND PACIFIC ENG P•02
SUBDYVI..A.ON ROADWAY IHPROVEMENT POND
. Y •
- ' EOND LSO 26 ?5
• KNOW ALL KHN SY THESE PRESENTS, that Eark1 a^,~ Nn~F ~ 1A.r
(developer), as "Principal," and Ins t,rancP r °%~f t-
-~n~-
(bonding eompaay). a corporation organized and ex~s`ing undPr the laws o.F the
State of California . , and autho-':.zed cc cransacr- .1 surety
business in the State of Washington, as "Surety," are and f;:-mly bound
unto Spokane County, a political subdivision of the Sz.itq oF Xsshi.,gCen, as
aObligee," in the penal sum of ~
'Eighty Eight Thousand Rive Hundred and no/100 Do~16ars ;w~,;Z,500.00=,---------
lasaful money of the Uaited States of America, f---, the. p..:,;-ment c5 ;:h~ch the .
PrinGipal 8ad Surety biad [hemselves, their heirs, exec:!*.ors, admin~fstr:tacs,
successors and assigns, jointlp and severally, fir: Ay by ►?;ese presR.nts.
WKBRSAS, said Principal is the owner of a zr_-ir c~: in S~okane
divided and pl,atted into lots and knoWn as Ri ve, .yal k 7 P,ddi t i _on,
and beiag loeated in Sect ioa 8 , Township 25 No r ~ ; Ra ng e ~ : • • : . • ,
in Spolcane Couaty, Aashington, and said County ..i5
Purnished in aa amount suFficient to pay the cons*•ruCC{.nn nosts oE gL-ding 4::d
surfaeing to the approved grades and typicaZ sec:.:.on ce P~:e roadv,-vs a.r- s::id
plat aad the installation of drainage szruccurec and oche.- k =.s
ineidental and necessary thereto, all in accord; :.ce Lhose ~ca.iw4y
Improvement Specificatfons dated . 19 a~• Y' L••e
satizfaetion of the Spokaae Couaty Ln.gineer; s uch !_anp r,,% t o
ttot JLater than , 1 , •,::iess ; w=~ ~e .
exteaded at the option oF the Spokane County Engir.
. ~ . .
Upoa failure of the Principal to comply vith
in within the time authorized, and upon delivery c a:,r:° '.y
Obligee to Surety, the Surety shall make satisfac : -.on t. : .,ligee t,_, t_i, r-
of this Boad.
, • The obligation og this Boad shall be kept in full _-_a and
fn the opinioa of the Obligee, the requirements h._ aein : i:d havA 3--
fied, ia which event vritten release will be give _ by 10:;,].igeP, t,. C~. _ -;e
having sole right to grant such release. The Su : ~y ►zt.: ,
to relnasa trom the obligation except as herein s:. zed. •
SZGNED AND SEALED this ZOth day of -iY ,'.9_ .3' •
~o • j , • .
~11 Parki an.;
_:om~ . . • ._.F=
pati
1 19g~ ~ .
By :
&e6r• Rec; . resir-'e _
P•~' ~ALSURANK . o r'n%.
j ~ .
1 ' ~ . , . a ,
• BY:
_ . t, . - • 1 ~ ~ .
• SUSA?d : . LE"•,t" ATTOFT:
.JUN-16-1997 16:11 INLAND PACIFIC ENG p,03
- .
. ~
. ~ Insurance Company of th RWest .
HOME OFFiCE: SAN D(EGO, CAi,if ' v%A
POWER OF A77OW. H.-Y
FCPlOW ALL MEN BY THE3E PRESENT'$; Th&t INSURANCE COMPANY OF 'fHE Vti'ES;", a CalFfr; r+'~ "•-poratian, c~~~r.. •t~~y 2,,point:
CARI. NEIIVNAW, rAMlLA 1JFl.SON, MARSNA CLESSOK CYNTHIA L.. JAY, '.4YRERCE .1. KEY,FTON, Fi ;MM,E7T,
JOHN N. ZEFKELES. SUSAN S. LARSOhE, ,:,1 CHURCK
bMs W0 law(WAMotneXs}in-FuL wkh fW power acd airthority. te execute. on behaff o!" e Com;,any. ~dr:iify and sL,•..f,, ?cings, and
o~lur oor+tracft of suretyship of a skrJlu nawre. - .
TtOS POwwa(AMMY 16 9Mrftd and f6 6lyf10d 8Rd se8(ed by fdcsicrsite uRder the avthority ~'3 !o ~~*:vin- :`ps_44an al~,cfi - `?,e Boar~ of Diredors
cn ft 22red d+tr of Notretnber, 1W whleh said Resolvtion has net been amerrdea or re_ r~ed vn~ ^f uz~:;~.t~ the io"t .3 '-ue cnr y:
-iE50L-YEfl. Mad1e Ctai1T= 0f ft 803rd. ttie Ptesident, an EzeCtJtlve Vice Presitic. ~t a S,?n`^.• ',"cq Presidert e' ts••- ':-cmpany, and eaCh of
tAert+. is helebr tuNodZed b execube Powem of Attomey qualifying Me attomey namec .ne g~,%_>r P,_~of A~+crr ,,nje ar► t,~hatf of the
. Compeny. fidddYwQ wrQlY Daxta,ltndetqklngs, ot other conVads of suretyshiD of a sEr _ neture: : 4. `z attach : 03! of t4.a Company.
provided hvwevex. !!~t tl~e absei~ee a! !fie sest shap not affect the validdy of the ;nstrvr„e. . ~
RIJRTKER RESOLVED. thatthe siqnStunes of such of~Cers artd the seal of the Compa- and tl-a sig,.::::Ee-.s of any tre 0~natures and
seal dwy nomcY. and tho 9i9natures of aty efficers cetttfying the va{idity af the Pawer o ftome:. , aff►za by .
!N W17NES3 WHEREOF. INSURANCE CAMPANY OF TNE WEST has caused Nese p -.aMs tc be by Fs d,:` this
5th day of Deaember 1996
. " ~
~ /flr►,,,r, 1N .'RXNCC. ~~A n HyY OF ^rP i
///,o'~~
~dycuo~u,~ ^ .
r y r
- ' •,'_x_ y ~ ~ / `P _ 4 ~
STATE OF CALlFORNIA , n L Fr• , , :enior t1_-
,
SS.
cauKr,r oF sAN cIEco
On Oeaember 5th, 1896 betoce me, personalty appeared John L. Hannum, Seniot 1 Prss' •jsr: :¢'NSUR+ti;:': WEST,
Peesoei* khOWR eD mB M be the iWMdual and OffiOerv+rFto exewted the within instn►ment. .i ac3c~+aa~'•<M tg me ;t- am0 in hi5
offidal eapacity and that by hl6 sqnaWre on the ittstntment, the corporadon, on beh2lf o -Lcn.- -nt.
WITNESS my Aafid and offidal spal
~
MAALA A OU 801S
v CoM #toTr9as
. NOTAAY Fi18l.4GCaLFORNlA (n . •
V SAN DtEGO COUN7Y C) ~ h ; , ~ ~~"~''r°' ~ " • -
M, Commission Expims
c:EarcF+caTE: 4ovEMaER 19, IM -
1, E. Hamed Davis, V'toe Pcesiderg d lNSURfWCE COMPA[YY OF THE YVEST, do her2`. .mrtty .p,t-c r^-;,inal KqX,.` Y. of which
!he fo1'9gobt9 Ls a tnte caPY, is 30 iA fUg fotOe SAd elfect+ and that this c.ertJficate rnay be ~ied 1:; 'd under +p F.• :ve quoted
tesotution.
{N WITNESS WHEREOF, I have subsvfibed my name as Vice President, on thls ~ a ".'.-V 19 97
~~pcr~rra~ •~I~i~`"' ",`:qANY Or
~ M , ~ ti ♦
4*IEy
' y _ • . ' 4
Y~~
ICW 37
♦ e
d '
-
d
S P O K A N E , C O U N T Y
- ,
DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTiV1ENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
May 9, 1997
Todd Whipple, P.E.
IPE Doug Birch
Pacifc Properties
14410 Bel-Red Road
Bellevue, WA 98007
SUBJECT: P1414F - Riverwalk 7th Addition: Barker Road Improvements
Submittal Not Accepted at This Time
Gentlemen:
Thank you for your receat submittal of the design package for this project. We have evaluated this submittal
for completeness, and we find that we are unable to accept this submittal at this time.
Our comments are enclosed on the attached sheet. Please ensure that all items which require additional action
are completed and are included in the next submittal.
Please c;ontact Ed Parry at 456-3600 to discuss any questions you may have. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
.
4 P
Edward J. P , Jr., P.E.
Plan Review Engineer
encls: Plans (1 set - prints)
cc: project file
reviewer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3165
r ~
~OMMENTS
SPOKANE COUNTY
DTVISIOA1 DF ENGINEERING ROADS
1026 VV BROADWAY, 5Pf]K.4NE WA 99260-071(}
PHONE (509)456-3600 FAX (509)324-3478
SLJBMTTTAL s ~~~~~~ER:
PROJECT F1414F ~ATE: 9 May 97
PR+DJECT NAME: Riverwalk 7th Addition .
B.arker Rnad Imprnvements .
N,B.; Since this project is govexned by the e.dition af the Spokane County Standards for Road and Sewer
Corstruction (the "Standards", adopted 2 May 95, with an effective date of 15 May 95), these camrnents
are geneTal in rature, and do nat represent a listing of ail items which rnay nat he in compiiance with the
Standards. The responsability for ensuring cormpliance with the Standards lies solely with the Sponsor"s
Design Engineex, ALL DISCREPANCI~S iNf[TST BE ADDRESSED AiND RESDLVED PRiOR TU
PLAN ACCEPTANCE
This Submfttal:
PRaECT DESI~I~T . .
2. Geotechnical testing: The logs of the subsuxface sail canditions, extending to at least 5' below the
praposed subgrade elevation, were not included in this submtttal. This requirernent ts indicated under
if Soil Sanpling Procedure" in the Pavement Design Parameters package previously provided.
4. Road and Drainag+e Plans: .
a. The "type 5" frame and grate called out for the dryweli in the traffic lane raeeds ta be
coardinated with the dryvwell location. This detail (B-16) is for a grate ta be used w,ith arol1ec1 curb;
p1ease clarify. b. 'Fhe iitype 5" faame and grate cailed aut for the catch basin in the swaIe needs to be cvardinated
with the catch basin locatian. This detail (B-16) is for a grate ta be used with a rviled curb; please clarify
~ 8. Design Deviativns: Ttae County Engineer's approval of a Design Deviation Request is needed when
the curb #lowiine grade is less than 0.5 V'de are parocessing yvur previous Design Deviation Request
for pavernetn cross-slopes exceeding 4.5 % to address this issue. A new Design Deviation Request for the
shallow flowline slapes is nat needed.
12. Haw will the grass turf specifed far the 208 swales be provided with adequate water? Irrigativn plans
have not yet been submitted.
13. 2 print copies of the plans were not included in Chis most recent subrnittal.P'lease refer to Section
5.02.1.iD af the County Standards (page 33)
i .
# }
REVIEW CONNMNTS Page 2 of 2
9May 97 . .
PROJECT # P141 4F
RE~IIEW # 4
Other:
Sureties: Due ta the changes 'm the roa.d improuements from the initial'strip-paving concept to che
current ]ayaut, it appears that the surety pasted in late 1996 for the Barker Raad improvements will need
Lo be revised. If the surety necessary for these imprvverri~nts needs to be increased, that di#'ferential
amourit will need to be posted priar to the County En,gineer's acceptance of the glans. We will ca11 with
the final amount vf ¢he surety neeessary.
FAX COVER SHEET
SPOKANE COUNTY - ENGINEERS 2nd FLOOR
FAX # (509) 324-7655
PHONE # (509) 324-7655
1026 W. BROADWAY SPOKANE, WA 99260
PHONE # (509) 456-3600
DATE: 9 May 97 FAX 458-6844
T0: Todd Whipple, P.E.
COMPANY: IPE
CITY/STATE: Spokane, WA
NUMBER OF PAGES (INCLUDING COVER SHEET): 3
FROM: Ed Parrv, P.E. (Plans Review, x257)
` Y
SUBJECT: P1414F - Riverwalk 7th
Barker Road
Todd:
This is an advance copy of the comments; I'll inform you on Monday
May 12th when the package is ready for pick-up. I'll also fax this
to Doug Birch to appraise him of the status.
#ot ~ -
-It° Fax Note 7671 Date q"Ql ipages 3
POSt
T° From tb PAO~
Co./Dept. GO. ~~f ~t~.~l~G to
Phane #
F~ P~,l~j(p
Fax # f
r~ ~~¢3
S P O K A N E ,C O U N T X
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
Post-itO Fax Note 7671 Date I c~ ~Wl~p Ipages~ t
November 14, 1996 To vat z, From
Co./Dept Co. '
Tk-,7-' To-c`'.
Todd Whi PPle, P.E. Phone # Phone # 4c`
IPEC ~e
Fax # ,w Q ~ Fax #
~
Doug Birch - - -
Pacific Properties, Inc.
14410 Bel-Red Road
Bellevue, WA 98007
SIJB,TECT: P1414F - Riverwalk 7th Addition
Barker Road Improvements
Gentlemen:
I understand that you have met with several of my staff regarding this subject, and that
circumstances have dictated that the design of these improvements will not be completed by
November 15, 1996. Based on that meeting, I understand that you are pursuing a different
concept for these improvements.
In light of the progress made to date, I am modifying the November 15, 1996 deadline noted
in our letter of September 26, 1996. I expect that you will continue to pursue the design of these
improvements so as to obtain the County Engineer's acceptance no later than December 10,
1996. If these plans have not been accepted by the County Engineer's Office by this date, then
any construction permits for work in the public right of way will expire. The permit required
for the work on Mission Avenue will be revised to reflect this modification.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Sincerely,
-
f.
f
~
Willia . Joh , .E.
Spokane County Engineer
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Permit Technician - Sylvia Lightfoot
reviewer
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (549) 324-3478 TDD: (509) 324-3166
MAY-14-1997 17:28 INLAND PRCIFIC ENG P.01
` • V ~A
~ ]D►rE:
. . .
. . ,
. _di
5oft La ~
INLAND PACIFIC ENGINEERING CO, coMPANnre
~ .
707 West 7th Ave., Suite 200
Spokane. WA 89204 ~ Fax HuMeER:
Te[ephone - (509) 458~840 ~~~d
FAX - (509) 458-$844
4D NUMBER OF PAOES: J06 NUM6ER
INCL CONER PAGE
. i .
~ NOTE3: .
e .
Pled46 .
~ 4tA^j:1 CDW K4 CAAW S~& a~ '
l~t,~S-~ •
~7l~r~5 Uotilew. sLt',oda R~wldxe,- aide, /t,
.
~ .
.
.
,M ,do~ /I A! 0 QO 0 rem e"
. . .
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a/M/ n~ s
. PA40 70okAuodo
. .
Y
FAX TRANSMtSSION ~
MAY-14-1997 17:29 INLAND PACIFIC ENG P.02
Add to general notes....
Xx. Due to flat design gtades and prior to f nat acceptance, the roadway and gutter
flow characteristics from Barker Road station 17+75 to station 18+75 (rt) shall be
flniai +PCtPA tf1 Pvah1atP 1'1ntA1'1tlal ( gmttPr rnnefingcitiiAtinnc Thic Pvaltiatinn may
result in the removal and replacement of the entire gutter section, loweri.ng of
gutter sections to increase localized flows or the addition of 6-inch to i-foot curb
drops. (Note: these cutb drops will require a design deviation prior to
installation.) ApprovaUacceptance as well as rernovaUreplacement will be at the
discretion of the Engineer (IPE ~4 f'r Spokane Countya
Post-it~ Faxote 7671 Date~r~~c~? Pa9es► I
To~,a~,l► ~~I'~ From
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GaJDept.1,R~G Cfl. c,j
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Phone # Phone _36(~
Fax # Fax # -
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TP'1TI'I 1"1 A"'1
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S P O K A N E C O U N T Y
DNISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
September 13, 1996
Todd Whipple, P.E.
IPEC .
Michael Miller
Pacific Properties, Inc.
14410 Bel-Red Road
• Bellevue, WA 98007
SUBJECT: P1414F - Riverwalk 7th Addition
Submittal Not Accepted
Gentlemen:
We received your submittal of the mylars for this project on 4 Sep 96. In your previous submittals, you certified
that the plans and calculations met Counry Standards.
THis morning, you requested that a limited R/W permit be released for the installation of the single drywell
indicated at station"16+90 LT (Mission Ave). Our cursory check of your plans led us to also check the calculations
submitted 1 Aug 96. We find that the drainage calculations for basins Y2 and Y3 do not meet the Spokane COunty
Guidelines for Stormwater Management, in that the calculations do not demonstrate that the facilities aze designed
to meet the peak storage volume required for the basin; a plot of the volume requirements vs. storm duration yields
a curve without a single peak. This finding is in line with the 0 cfs outflow you indicated in the calculations.
We are therefore unable to accept this submittal. Please revise the plans and calculations as necessary to ensure that
all portions of the design meet the Couaty's staadards. If you have any questions about this review, please contact
Ed Pany at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane Couaty Engineer
P.E.
war . PaAnggrinreer
Plans Review encls: Plans (1 set)
Comments (2 Pages)
Standard Notes
cc: pmjecx file
reviewer (comments only)
1026 W. Broadway Ave. • Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 3243166
\
;
S P O K A N E - C O U N T Y
DEPARTMENT OF BUILDING AND PLANNING • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
JAMES L. MANSON, C.B.O., DIRECTOR DEivNis M. Scorr, P.E., DIRECTOR
RECFIVFn
MEM `~UL- 2 ~ i~yb
ORANDUM
~u~y ~,~~neecin~
TO: ~o e ~ , , . o~~~ 'a~ er
Spokane County Division of Utilities; Jim Red
Spokane County Division of Building and Planning; Tom Davis
Spokane County Health District; Steve Holderby
Spokane County Parks, Recreation and Fair; Wyn Birkenthal
Fire Protection District No. 1
Central Valley School District
Consolidated Irrigation District
Washington State Department of Ecology; Doug Pineo
FROM: John Pederson, Senior Planner ~
DATE: June 24, 1996
SUBJECT: Proposed Final Plat of PE-1414-81; Riverwalk 7th Addition
Enclosed find copies of the above referenced final plat. Please review and forward any
comments by August 7, 1996. If you have any questions you may contact LOUIS
WEBSTER at 456-2205.
Thank you.
Enclosure
c: Inland Pacific Engineering, 707 W. 7' Ave, Spokane, WA 99204
Stantin Development Co., 16720 NE 116hSt, Redmond, WA 98052
1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260
Bu[LDwG PHONE: (509) 456-3675 • FAx: (509) 456-4703
P[..ANNttvG PHOtvE: (509) 456-2205 • FAx: (509) 456-2243
TDD: (509) 324-3166
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spakane, WA (509)458-6840 Fax: (509)458-6844
; :w~M~r.:;:•>::>:. . . .
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•
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. . . .
TO: SPOKANE COUNTY ENGINEER . ..f
Ruw-ow
: `~x:;w>: :r}r~ ~>:i ~ . •
':l"Il:::~•.... ..1' .
, .15}}'ti;{:i::~i}i:t~ii::'~: i:~:~}~::: titi' ~:•i{8'}:i.':~:::~
~}.C4.`' Pti;1:':• ~ :{:t; .
ATTENTION: Dave Berto PROJ~~~'-:~~:
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PROJECT PE-1414 RQJRIVE~~AIK--;
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Description:
■ Xerox Prints 0 Copy of Letter O
❑ Original Drawing 0 Contract Documents 0 .
■ T'itle Report 0 Declaration of Cov. 0
No. Copies Description
2 Rsvised Final Plat ~ ~ .
1 Set of Red Linsd Check Prints
1 Set of Pat's Redlined Check Prints
Purpose
• Information 0 Review & Comments 0 Per Your Request
• Written Approval O Signature & Return ■ To File
Remarks
Dave - Enclosed please find the Revised Final Plat for the above
referenced project. Changes have been made per your request and the
Planning Office request. Please note that there have been some
changes made by Pat because of found pipe which has been put in by
Riverwalk First Addition. I am sending Pats check print so that you can
see what has been changed besides your requested changes. If you
have any questions, please feel free to contact this office.
R E C EF-1i";D
~
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Signed. . v v SEP 1 113„'
~ ~ .
SPOKANE COUN~ ~ f,
Nf'iNEEPj
47o
Memorandum
Date: September 27, 1996
To: Spokane County Utilities (Billy Urhausen)
From: Development Services (Ed Parry, P.E./ V
Subject: P1414F - Riverwalk 7th Addition
Plan Status
1. The County Engineer Is Of f ice has accepted the road and drainage plans
for this proj ect .
2. Sewer plans for this project may be released.
aFFICE c~~ THE COurrrY ENGiNE M
SFOKANE COUNTY, WASHINGTON
TO: B.J.
ER+Ob[ : DAVE BERTO
DATEs Segtember 29, 1996
BIISJSCT : DRAIATAGE EASEMENTS
An.y ather easements granted ar dedicated within drainage
easement areas granted ar de+di.cated ta Spokane County or the public
will be su.bvrdinate to the rights cgeated by pczblic or spokane
Cotinty drainage easements and are subj ect to SpQkane County
Engineers permit pracess prior to usage.
~
~
~
~ .
August Zo, 1996 INLAND PACIFIC ENGINEERING, INC.
]PE W.O. #96070
Spokane County Engineers affice
1026 W. Broadway
Spokane, Washington 99260-0170
Attn: Ed Parry, P.E.
,
RE: Riverwalk 7th Addition (PE-1414F) ~
Dear Ed:
At the request of our client, we are submitting two (2) mylar sets of the street and storm drainage
plans for the above referenced project for finat acceptance. Please notify our offce when the plans
are released. As always, we appreciate your cooperation in getting this project finalized.
Should you have further comments or questions concerning this matter, please give me a call at
our office.
Sincerely,
Inland P 'fic Engineering Company
Susan Murphy, E.I.T.
>1~4t
cc: file
enc. drawing
RECEIVED '
AltG 2' 1 1996 ,
.
0
?06tANE COJNTf EPIGINEER
OBSce1rl verwolk 196070s1
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
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DECLARATION OF COVENANT
In consideration of the approval by Spokane County of Plat # P 1414 F. Riverwalk 7th Addition (hereinafter refened to as
the "Plat"), undersigned covenants and agrees that:
1. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of
natural or man-made drainage flow over and across their respective properties. -
~
~ 2. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the
'property and of his responsibility for maintaining surface drainage paths and swales within said easeinents.
M•
r.
3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage
easements or floodplain areas, nor the responsibility for any damage whatsoever, including, but not limited to, inverss
condemnation to any properties due to deficient construction and or maintenance of drainage courses in drainage
easements on private property.
4. If the properiy owner fails to maintain the surface path of natural or man-made drainage flow, or the drainage swale, a
notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice,
Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property ~
owner.
~
5. The subdivider/sponsor will construct the associated drainage facilities in conformance with the approved plans on file ~in the County Engineer's Office.
6. The Home Owners Associadon or its ~
successors in interest shall maintain the drainage facilities in conformance with the approved plans on file in the ~
County Engineer's Office.
~
7. Maintenance financing of the drainage facilities shall be in a manner determined by the
Homeowners Association or their successors in interest.
8. Should the Home Owners Association be terminated for any
reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of
the Home Owners Association at the time of said termination.
9. The Homeowner's Association, or their succsssors in interest, shall maintain all water quality
treatment swales ("208 swales") and drainage ditches situated within this Plat, and any portion of a 208 swale situated
in the public right-of-way adjacent to this Plat, with a permanent ground cover as specified on the current approved
plans on file with the County Engineer's Office. The Homeowner's Association, or their successors
in interest, may install approved shrubbery and/or trees which do not obstruct the flow and percolation of storm
drainage water in the 208 swales and drainage ditches, as indicated by the cunent approved plans on file with the
County Engineer's Office.
10. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or
assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as
provided herein.
a
1
{CORPORATE ACKNOWLEDGMENT} (CORPORATION NAME) `
A State Corporation By: .
(Title) ;
STATE OF WASHINGTON ) `
) ss
County of Spokane
I certify that I know or that I have satisfactory evidence that -
is the person who appeared before me, and said person acknowledged that he(she) signed this instrument, on oath t
stated that he(she) was authorized to execute the instrument and acknowledged it as the (Title) of
(Corporation name) , a State Corporation, to be the free and voluntary act of such corporation, for the uses
and pwposes stated in the instrument. ,
DATED this _ day of , 199 . NOTARY PUBLIC in and for the State of Washington, residing at . My
appointment ea~pires . : "
~
,
(IlYDIVIDUAL ACKNOWLEDGMENT) (siQnature) '
(name) (signature) ~
(name) '
STATE OF WASHINGTON ) ) ss -
County of Spokane )
I certify that I know or that I have sadsfactory evidence that
(and ) is(are ) the person(s) who appeared before me , and said persons acknowledged that
he(she)(they) signed this instrument, on oath stated that he(she)(they) was(were) authorized to execute the
instrument and acknowledged it as his(her)(their) free and voluntary act and deed, for the uses and purposes stated
in the instrument. '
DATED this _ day of , 199_. _
z.
.
,
NOTARY PUBLIC in and for the State of Washington, residing at . My appointment eapires . `
.
t:
.
~ ~ -
SIGHT DISTANCE EASEMENT
The Grantor, WILLIAM D. COLYAR, and ARLENE E. COLYA.R, husband and
wife, for and in consideration of Mutual Benefits, receipt of which is
hereby acknowledged, conveys and warrants to Spokane County, a
political subdivision of the Stat of Washington, it's successors and
assigns, a perpetual non-exclusive Sight Distance Easement over, under and across the hereinafter described lands situated in the County of .
Spokane, State of Washington -
THAT PORTION of the West 110.00 feet of the South 303.00 feet of the :
East Half of the Southeast Quarter of the Southwest Quarter of Section 8, T.25 N., R.45 E., W.M., in the County of Spokane, State of
Washington described as follows:
Beginning at the southwest corner of said West 110.00 feet of the
South 303.00 Feet of said Eest Half of the Southeast Quarter of the Southwest Quarter; thence N.01017100"W.,along the west line .
thereof a distance of 7.66 feet; thence S.8904812811E. a distance ~
of 71.63 feet to the south line of said West 110.00 feet of the South 303.00 feet; thence N.8905615011W, along said south line a distance of 71.04 feet to the Point of Beginning. :
The perpetual non-exclusive easement granted to Spokane County, its
successors and assigns for the sole purpose of allowing a clear view
sight distance triangle over and across the easements.
The owners of said parcel agree not to obstruct or in any manner allow
any obstacle to block this clear view triangle between a height of
three (3) feet and a height of seven (7) feet above the road pavements
elevation adjacent to said parcel.
Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose
of inspection and emergency maintenance of the sight distance area.
If the property owner fails to maintain the sight distance area in
reasonable conformance with the approved plans on file in the Office
of the Spokane County Engineer, a notice of such failure may be given
to the property owner. If not corrected after ten (10) days, Spokane
County has the right to correct the maintenance failure or have it
corrected at the sole expense of the property owner.
IN WITNESS WHEREOF, we have hereunto set our hands and seal this
day of , 199 .
WILLIAM D. COLYAR ARLENE E. COLYAR
ACKNOWLEDGMENT STATE OF WASHINGTON )
) ss County of Spokane )
I certify that I know or that I have satisfactory evidence that
WILLIAM D. COLYAR and ARLENE E. COLYAR, husband and wife are the
persons who appeared before me, and said persons acknowledged that
they signed this instrument, on oath stated that they were authorized
to execute the instrument and acknowledged it as their free and
voluntary act and deed, for the uses and purposes stated in the
instrument.
DATED this day of
, 19 .
NOTARY PUBLIC in and for the State of
Washington, residing at Spokane
My commission expires
.
_GE_7801 Jpg ID: 013048 SPOKANE fOUNTY TREASURER'S TAX ROLL - REAL ESTATE AS Of 04/13/96 PAGE 7814 '
UNPD Su 55083 9010 STANTON DEYELOPMENT COMPANIf X* STANTON DEVEIOPMENT COP1PAIVY ADVA=Y
X P EDwARD DEA1v,DEAN BLDG CORP
NE 16720 116TH ST TEXM--11wPD
PROP=0000 REDMOND, WA 98052-2250 ADDRESS UwcNOwN SPo
SASS= 3.00 CNSV3 1.96 uEED
TD1400 39,700 LAND VAL 39,700 ASSR VAL 39,700 TAXABLE
RE= 632.73 ASMT 4.96 SASS .00 PA1D 637.69 UNPD RE
1R= IR= 396.40 119 396.40 PAlD .00 UNPD 1R
DEED#=8104280235 LAST SALE INFO: DATE=02/23/96 Nt1SER=9600-2607
I,r,PD RE LTAREA= 972( PROPf00E=0000
STANTON D'cVELOPW-NT COMPANY NE 16720 116TH 5T REDMONO, uA 9$052
08 25 45 W1/2 OF SE1/4 OF Su1/4
55083.9412 CoLrAR, EMMETT u CoLrAt, F u ;
E 19210 MONTGOMERY DR TEXMl=l1NP0
CLAS=PROP=8300 OT1S ORCHARDS, WA 99027-9565 ADDRESS UNKNOuN SPO
SASS= 3.00 CNSv3 1.00 uEED
0 TD1444 840 LWND VAL 840 ASSR VAL 840 TAXA9LE
RE= 13.39 ASMT 4.00 SASS .00 PAID 17.39 UnPD RE
IR= IR= 98.20 119 .00 Pa1D 98.20 UNPD IR
U,pp pE DEED#=740522A
UNPD !R ACRES= 4.850 PROFCODE=8300
UNPD Su COLYAR, f W E 19210 MONTGOMIERY AVE OTIS ORCHARDS, WA 99027
08 25 45 E1/2 OF SE1/4 OF SE1/4 OF SW1/4 ,
55483.9042 COLraR, WIlL1AM DEAN CAIYAR, W DEIw
E 19305 M1SS10N AvE TExM--tlvPD ;
PROP=1100 GREENACRES, LlA 99016-9446 ADDRESS UN►CNOWAd SPO
SASS= 3.00 CNSv3 1.00 uEED
TD1400 17,600 LAND VAL 68,400 IMPR VAL , 86,000 ASSR UAL 86,0(}0 TA%ABIE
RE= 1,370.62 ASMT 4.00 SASS .00 PAID 1,374.62 UNPO RE
IR= IR= 134.00 119 .00 PA1D 134.00 UNPD 1R
Su=RE51 1996 Su= 10.00 .00 PA1D 14.00 UNPD Sw
sEGa=80-0352 DEEDJI=6003180139
UvPD RE YR8LT=1933 STRlES= 1,75 BDRMS= S BATHS= 2.04 BAREAI= 1040
IWD 1R ACRES= .720 PROPCODE=1100
CALYAR, ~1 DEAN E 19305 M155IOrv AvE GREENACRES, WA 99016-9446
lNPD Su 08-25-45 W110' OF 5303' OF E1/2 OF SE1/4 OF SW1/4 EXC RD
55083.9043 COLYAR, EMlETT W fOLYAR, E u ~
E 19210 MONTGOMERY DR ~ TEXhti=UNPD CLAS=PROP=8304 OTIS ORCHARDS, WA 99027-9565 ADORESS UNKNOwN SPO
~ sass= 3.00 cNsv3 1.00 wEEo
f TD1400 2,450 LAN0 VAL 2,450 ASSR VAl 2,450 TAXABLE
RE= 39.05 ASMT 4.00 SASS .00 PAID 43.05 UNPD RE
IR= IR= 284.00 119 • .00 PA1D 284.00 UNPD 1R
SEGa=80-0352 DEEDa=740522a
ACRES= 14.130 PROPCODE=8300
k.ANpp RE fOLYAR, E u E 19210 MOniTGOMERY AVE OTIS ORLHARDS, WA 99027
UNPD IR 08-25-45 NE1/4 OF SE1/4 pF Su1/4 $ u112 OF SE1/4 OF SE1/ 4 Of SW1/4 EXC 1J110' OF 5303' THEREOF g EX( RD
l1vPD SW 55083.9048 HcDLUND, JEROME HEDLUND, JEROME
E 23007 MORRIS RD TEXM=UNPD ~
PROP=1100 NEuMaN LAKE, uA 99025-8449 ADDRESS UNcNOwN SPO '
SASS= 3.00 CNSV3 1.00 uEED
TD1400 28,400 LtwD VAL 4$,300 lhwR VAL 76.700 ASSR VAL 76,700 1AXABLE
RE= 1,222,42 ASMT 4.00 SASS .00 PAID 1,226.42 UNPD RE
- IR= !R= 224.40 119 QO PA1D 224.40 UNPD IR
CON1INuE D
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COURTESY OF
TRANSNATION TITIE INSURANCE CO
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iRANSNATION TITLE INSURANCE COMPANY
TW sketr.h is Drovided, without charge, (ar your
LOT6 ~4 ~ mformafion. It is not intended to shoav aU matters
~ ~ • re;aled !o the property intluding, hut not limited to,
41.30AC. area, dirnensions, easements, pncroachments or
lor.,ahon oi boundaries. It is nol part pf, nor does it
~ LQ S746T modify, the commitmer,t cr polity to whir.h it is
~ ~p.93Ae • ~ altached. The Company assumes NO LIABIUTY for any~ ~
ro te.t ~ mai!er relaled to this sketch. Reference should be '
~ ~n• K~ E made to an accurafe survey lor further inlormation
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RIVERWALK 7TH ADDITION
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21 2
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10' WIDE _ Z I UTII.ITY EASEMENT
UTILITY EASEMENT (
22 i O i .
I T I ' r- PROPOSED SIGHT
~ DISTANCE EASEMENT
-
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/
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MISSION AVENUE
~
~ SCALE: 1 " =50' ~
INLAND
R IVE RWALK 7TH AD D ITI 0 N PaciFic
EAS EM E NT EX H i B IT ENGINEER{NG
707 we3t 7tn • suKe Zoo (509) 458-684o
\ DATE: 5/8/96 .0,0/~ sPokane, W=9-9._2`04 F,~c:~(5o9) =8-6844of
. i
- ~
_ 4089258
Page: 1 of ?
~ FJ~ 03r311199T 02:52P
, MI9~ i,a Spokane Ca, ?A
After Recording Returo To: Spokstne County Engineer
AtM.: Right of Way Department
Document Title: Resolutian
Legal Description: Ftn. of Sections S, 9 and 16, Township 25 North, Range 45 East, W.M., Spokane County, WA
Assessor's TFUC Parcel Nos.: 55081.9051, 55084.9013, 55084.9014, 55084.9017, 55084.9018, 55084.9020,
55093.9021, 55093.9039, 55094.9014, 5509-1.9037, 55094.9041, 55094.9442, 55094.9027, 55094.9028,
55162.9006, 55162.9007, And 55162.9008
Reference Number; 9405120450
RESOLUTION N0. 97 00279
BEFORE THE BOARD OF COUN'TY COMI111SSIONEAS OF SPOKANE COUNTY, WASHINCTON
IN TIIE MAITER OF TERMINA`I'ING .A SEWER )
EASEMF,NT ON FROPERTY OWNED BY [NLAND )
EMPIRE PAPER COMPANY )
MISSION AVENUE - RQAD F[LE NO. 757 ) RESOLUTION
!'ORT10N OF ASSESS4RS PARCEL NOS. )
55081.9051, 55084.9013, 55084.9014, 55084.9017, )
55084.9018, 55084.9020, 55093.9021. 55093.9039, )
55094.9014, 55094.9037, 55094.9041, 55094.9042, )
55094.9027, 55094.9028, SS l 62.9006, 55162.9007, )
and 55162.900$ )
VVHEREAS, pursuant t4 the provisions of the Revised Code of Washington, Section
36.32.120(6), the Board of Counry Commissioners of Spokane County has the care of County
Property and thc managemcnt of County tiuids acid business; and
WHEREAS, 1n.1ar►d [;mpire Papcr CAmpany, on May 12, 1994 conveyed a Sewer Easement to
WGLCO GROUP, 1NC. or its atsigns, recordcd wilh the Spokane County Auditor in Volume
1598, Page 13 under Auditor's No. 9405120450 in 3 portion of Sections 8, 9 and 16, Township
25 Nortll, Range 45 F.ast, W.M., Spokanc County, 'VVashington; and
WHCRLAS, on August 6, 1996, said Sewer Easemcrit was a.ssigned to Snokane County,
recorded with the Spokane County Auditar under Number 4023012; and
WHEREAS, on March 5, 1997, Inland Empire Paper Company conveyed to cpokane CounTy
another Sewer Easement describing the specific locatien of the As-Built Force Main, recorded
with the Spokane County Auditor under No. 4082081; arid
Wi iEIZEAS, the County Division of Utilities has rccommended that said original Easement be
terminated through a"Termination of Easement"; and
NOW, THEREFORE, BE IT RESOLVED by the E3nard of Counry Commissioners of Spokane
County, Washington, be authorized to approve and execute that ccriain eiocument entitled
"Termination of Fascment", pursuant lo which the Board of County Commissioners rclease and
terminate the Sewer Easement previnusly assigned to Spokane County and conveyed by Inland
Empire Paper Company, which easement is na longer needed by Spokane County. Said
termination shall apply to the Easemeni rccorded under the Number of 9405120450.
1
+1
• •
4089259
Page: 1 of 2
0313111991 02:53P
CO ENt; d_SC ?..ut Spckane Co, Vl
After Recording Return To: SPnkane (:ouaty Engineer
Attn.: Right of Way DepartTnent
Document Title: Tcrtnination of Easement
Grantor: Spokane Coonty
Grantee: Inland Empire Paper Company
Legal Description: Ptn. of Sections 8, 9and 16, Township 25 North, Range 45 East, W.M., Spokane County, WA
Assessors Tax Parcel Nos.: 55081.9051, 55084.9013, 55084.9014, 55084.9017, 55084.9018, 55084.9020,
55093.9021, 55093.9039, 55094.9014, 55094.9037, 55094.9041, 55094.9042, 55094.9027, 55094.9028,
55162.9006, 55162.9007, and 55162.9008
Reference Number: 9405120450 F.E. Excise TFUC Exempt
Mission Avenue - Rozd File No. 757 Date: 1e ~
/
P t 414F SFoka „ Tro ure
Authnrized by Resolution No. 9 7 02 ~
TFRMINATION OF EASEMENT
WITNESSETH:
WHEREAS, on May 12, 1994, Inland Empire Paper Company conveyed a Sewer Easement to
WELCO GROUP, recorded with the Spokane County Auditor in Volurne 1598, Page 13, under
Auditor's No. 9405120450 in a portion af Scctions 8, 9 and 16, 'I'ownship 25 North, Range 45
Cast, W.M., Spokane County, Washingtnn, and;
WHEREAS, on August G, 1996, said Easement was assigned to Spokane County, recordcd with
thc Spokane County /\uditor under No. 4023012; and
WHEREAS, on Mazch 5, 1997, another.Sewer Easement was conveyed by Inland Empire Paper
Company to Spokane County, describing the specific As-Duilt location af the Force Sewer Main,
recorded with the Spokane County Auditor under No. 4082081, whicli provides the necessary
sewer language and eliminates @ie need for such additional Easement; and
NOW THEREFORC, for and in consideration of Mutual Benefits, Spokane County, a political
subdivision of the Stmte of Washington, having offices for the transaction of business at 1116
West IIroadway Avenue, Spokane, Washington 99260, hereby releases to lnland Empire Paper
Company, that Sewer Easement assigned to Spokane County, and recorded with the Spokane
County Auditor in Volume 1598, page 13, under Auditor's No. 9405120450, in a portion of
Sections 8, 9 and 16, Township 25 North, Range 45 East, W.M., in Spokane County,
Washington. .
-over-
I -
t
i
4089259 '
Page; 2 of 2
0313111991 02V
a EHU N% J-pp Spakane Co, M
, IN WiTNESS WHEREOF, Spokane County has executed this release on the 25'" day
: of March, 1997.
]30AItD UF COUNI'Y COMMISSIONERS
OF SPOKANE COUNTY, WASHINGTON
. o~ cc.-~za~'s.,
Coc. ~f.
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° ~ • N . ,d i Roskel ey
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~C(N''~L.
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Phillip . Harris
'
_ ~*aslin
T~~t. Kate A'TTEST:
WILLIAM E. DONAHUE
Clerk of t~ azd *
. ,
~
,
Ro annc A~lontague, Deputy Clerk
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I:i~~":--~j;.•~.,r,.,~a ;,,~.-r
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rwlray\Inland Empire Paper Termination EasmntlUk
2
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~ 4089258
Page: 2 of 2
. 0413W991 02;52P
C( E1 u 'IS ; S.0f, Spalcdne Co, M
PASSCD AND ADOF'TED by the Board af County C:ommissioners af Spokane County, this 25'
day of Mazch, 1997.
BOARD OF COUNTY COMMISSIONERS
OF SPOKIINE COUNTY, WASHINGTON
. G • O ~ .t_'
I ~A; ~1i Roskelley
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/~~i'fl' . i-Iarris
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M. Kat Caslin
ATTEST:
WILLTAM E. DONAHUE
C4ose ard
~,!f Bo ntague, Deputy Clerk /
~
rwlray\resolution terminatirig sewer easement\bk
2
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.
S P O K A N o u 1-4 T
x
DIVISION OF ENGINEERING AND ROADS • A DIVISIOiV OF THE PUBLIC WORKS DEPARTIMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
Apri13, 1997
• Todd Whipple, P.E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 200
Spokane, WA 99204
SUBJECT: P1414G - Riverwalk Sth Addition
Plan Submittal (IPE letter dated March 19, 1997)
Gentlemen:
We have considered your request, and have reviewed our tiles far the various phases of the Riverwalk project.
The primary access point is located at the easterly end of Indiana in Riverwalk 6th. It appears that access to
Riverwalk 8th is, by any routing plan, available only by traveling some distance on Indiana Avenue. At our
last site visit on April 2, 1997, Indiana had not yet been paved from the east boundary of Riverwalk 2nd,
chrough Riverwalk 6th, to the access point for Riverwalk 8th.
We would like to note that the plat approval for Riverwalk 7th was granted in spite of the lack of approved
plans for the Barker Road improvements. Those improvements became necessary due to the lot threshold
which IPE had indicated would require those improvements. The plan acceptance of Riverwallc 7th was not
affected by the acceptance of Indiana, as the primary access to most of the Riverwalk 7th lots is expected to
occur from Mission Avenue.
The County has been working with IPE since at least the Spring of 1996 on developing the consuuction
documentation for those phases of Riverwalk which constructed Indiana, and the supporting drainage facilities,
up to che westerly boundary of Riverwalk 6th (phases 1, 2, aad 3). This was all so that following phases which
access Indiaaa could have plans submitted and plats approved. The first submittal of the Record Drawings and
supporting documents for phase 1 was received in November 1996, and comments were returned in December
1996. To date, tlle acdons necessary to address the various comments noted in our review of IPE's submittals
for phases 1, 2, and 3 have not yet been completed. We acknowledge receipt of the Phase 1 Record Drawings
submitxed at your meeting with Ed Parry on March 28, 1997. You also indicated in that meetug [hat the
Record Drawings for phases 2 and 3 would be submitted by April 2, 1997.
As you will recall, the plans for Riverwalk 4th and Sth also were not to be submitted until the Counry had
accepted the consa-uction and established Indiana for maintenance. This position was taken so that the Sponsor
did not get placed in the position of having to maintain and plow what would be the major access into and
chrough this large subdivision until the roads were finally established as County-maintained roads. This is
similar to the situation in the Westwood Subdivision, with which you are familiar. It is unfortunate that this
position had to be taken on those projects, but it was the only opuon available to the Counry to eacourage some
action toward the acceptance of Indiana. As the Sponsor demonstrated progress on the acceptance of Indiana,
1026 W. Broadway Ave. 0 Spol:ane, 4VA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
r
.
Todd Whipple, P.E.
P1414G - Plan Submittal
Apri13, 1997
Page 2 of 3
the Counry relaxed that position to accepting the plans for review, and then construction, with plat approval
of those phases to be granted when Indiana had been established.
At our February 24, 1997 meeting with the Sponsor of phases 1, 2, and 3, we had indicated the County
Engineer would be willing to consider granting Final Approval for Riverwalk 4th and Sth prior to acceptance
of Indiana. Tjiis, jiowever, was contingent upon conlinued progress toward uie acceptance and estublishment
of Indiana. We are concerned that with the Record Drawings having been submitted, progress in processing
the calculations to support the plan changes may stagnate. This will have an effect on the plat approvals for
Riverwalk 4th and Sth.
There are many items which can, and should be completed prior to the actual submiaal of the Record
Drawings and supporting documents. Among these items are any plan changes which are contemplated. Plan
Change Requests should be treated in a fashion analogous to a Design Deviation Request in the project design
process. If plan changes are necessary to account for field conditions, then the justification for those changes,
co include all supporting calcula[ions, will need to be submitted, and then receive the Counry Engineer's
approval, prior to submining the Record Drawings. This is necessary so that (1) the processing of the Record
Drawings is not delayed by the processing of the plan changes, and (2) so that Record Drawings are not
recurned due to pla.n changes which the County Engineer will not approve. This will also minimize the potential
to re-record any additional easements which may result from the proposed plan change.
We are enclosing a list which summarizes generally the actions necessary to address the differeot categories
of the comments provided. Please refer to the actual comments (previously provided) for the specific items
of concern. Our file search indicates that calculations showing how the revised ponds meet GSM requirements
for water quality treatment and storage volume have not yet been submitted. Although the Counry Engineer's
Office is primarily concerned with the calculations for ponds receiving runoff from public rights-of-way,
calculauons for all pond revisions (including those which serve only the private roads) are needed as pan of
the public record for this project.
We will allow the submittal of road and drainage plans for Riverwalk 8th and 9th Additions at this time. In
light of the above, we do not feel that it would be prudent to accept for construction plan submittals for those
additional projects which can be expected to have their primary access from Indiana, until Indiana has been
accepced, and established by the County for maintenance to the point of primary access. This includes
R,iverwalk 9th, as well as Riverwalk 8th.
~
Todd Whipple, P.E.
P1414G - Plan Submittal
Apri13, 1997
Page 3 of 3
Please let us know, in writing, when the other supporting documents for Riverwalk lst, and the Record
Drawings and supporting documents for Riverwalk 2nd, 3rd, and 6th will be submitted; we would also like
to Imow when to expect any Plan Change Requests which may be needed. I would appreciate your response
by April 9, 1997. If you have any quesaons, please contact Ed Parry, either by letter, or by telephone at 456-
3600.
Sincerely,
William A. Johns, P.E.
Spokane Counry Engineer
ka ih~ r , Jr., P.E.
Plan Review Engineer
cc: Project file: P1414, P1414A, P141413, P1414C, P14141), P1414E, P1414F, P1414G, P1414H
Spokane Counry Public Works Director: Dennis Scott, P.E.
Spokane County Engineer's Office: Bill Johus, P.E., Bill Hemuungs, P.E., Ed Parry, P.E., Dean Fran2, P.E.
Sponsors:
Riverwalk lst, 2nd, 3rd. 4th, Sth: Ed Dea.n/Mark Hancock, Dean Housley Company, 16720 N.E. 116th Street, Redmond, WA
98052
Riverwallc 6th: Mike Hume, Touffinson Black North, 8205 North Division, Spokane, WA 99208 Riverwalk 8th
Riverwalk 8th: Mike Miller, P.E./Doug Birch, Pacific Properties Incorporated, 14410 Bel-Red Road, Bellewe, WA 98007
Riverwalk 9th: Mike Klicka, P.O. Box 1455, Hayden Lake, ID 83855
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Reports
This list summarizes the Review Comments on the Construction Documents and
Record Drawings submitted to date. Refer to the actual Review Comments for
specific items
Riverwalk lst:
1.Asphalt depth: Credit rec'd from Inland Asphalt (per Bill Johns) - No
action necessary
2.Concrete gutter depth: Cash payment rec'd from Came,ron - No action
necessary
3.Excessive accelerator in cross-gutter at Indiana/McMillan: still need
mitigation from Winkler (per 24 Feb 97 mtg w/ Dean Housley Co. )Pending
removal & replacement per IPE 28 Mar 97 letter
4. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
5. Need to establish vegetation in all swales
6. Pond issues:
a. Ponds too deep: IPEC needs to submit plan change showing intended
depth of topsoil & sod or ponds need to be constructed per plans or topsoil
tests need to be done & results submitted showing compliance to GSM for
either organic carbon contenL or cationic exchange capacity.
b. Ponds too shallow: Ponds need to be reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans
Note:
1. IPE's letter of 28 Mar 97 indicates the actions necessary to
address some of these issues.
2. Pond calculations need to address a11 affected elements of
the pond desiqn, including but not limited to: 208 volume, total storm
volume, 208 depth (floor to rim), depth from normal curb flowline to
drywell rim (minimum of 0. 4') , etc. Fie1d corrective actions also need
to consider these elements.
8. Mission/Harmony: Sidewalk was not located per approved plans. Plan
Change approved by County Engineer did not indicate an existing utility
riser which may interfere with the approved change. Plan Change needs to
be revi sed . IPE to resubmi t P1an Change
9. Need to complete any remaining items on IPE's punchlist. When the
contractor has corrected alI IPE punchlist items, IPE needs to provide
written certification of punchlist completion to County Engineer's Office.
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Reports
Riverwalk 2nd:
1. Need to complete IPEC's punchlist When the contractor has corrected a11
IPE punchlist items, IPE needs to provide written certification ot'
punchlist completion to County Engineer's Office.
2. Drywells at Indiana 11+54 (east end of Riverwalk lst) will be viewed as
part of Riverwalk 2nd, since they receive runoff from swales in Riverwalk
2nd
3. Grates at Indiana 11+53: Constructed without required sump shown on
plans. Need calcs to show that new grate elevations provide adequate inlet
capacity, or set grates to plan elevations
4. Need ~o construct southerly interceptor swale, or adjust onsite
drainage swales accordingly
5. Ponds:
a. Ponds too deep: IPEC needs to submit plan change showing
intended depth of topsoil & sod or ponds need to be constructed per plans
or topsoil tests need to be done & results submitted showing compliance to
GSM for either organic carbon content or cationic exchange capacity.
b. Ponds too shallow: Ponds need to re reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans See note for this item under 1st Addition
6. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
7. Need to establish vegetation in swales
Riverwalk 3rd:
1. Need to complete IPEC's punchlist. When the contractor has corrected a1Z
IPE punchZist i tems, IPE needs to provide wri tten certification of
punchlist compIetion to County Engineer's Office.
2. Ponds:
a. Ponds too deep: IPEC needs to submit plan change showing
intended depth of topsoil & sod or ponds need to be constructed per plans
or topsoil tests need to be done & results submitted showing compliance to
GSM for either organic carbon content or cationic exchange capacity.
b. Ponds too shallow: Ponds need to re reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Repocts
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans See note for this ite,m under Ist Addition
3. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
4. Need to establish vegetation in swales
REQUEST FOR DESIGN DEVIA'I'ION
$30.00
DATE FEBRIIARY 14. 1997
ROAD NAME BARRER ROAD CRP/RID #
NAME OF PLAT RIVERWALK 7TH ADDITION Plat f# P 1414-F
ADDRESS OF BLDG - NAME OF BLDG PROJECT BLDG#B9 S 20 T_ZZ- RA3~_
FEDERAIJSTATE PROJECT # PROJECT LIMITS
EXISTIlVG CONDITIONS: PROPOSED IMPROVEMENTS:
ROAD WIDTH 14' ± 2- 12' LAM & 11 ' RIKE PATH
ROAD SURFACE ACP 4" ACP ON 7" CSTC
AVG. DAILY TRAFFIC 9800 ADT 17 . 700 (20 YR - 31)
Current Traffic Count Design Year Traffic Count
PROJECT DESCRIP'I'ION BARKER ROAD IlMPROVIIKENTS INCLiTDE 16' OF NEW PAVEMENT WIDTH., TYPE B CURB
AND GtITTER. 5' FtlT[1RF AGQIIT STTTQN AND 2 51 nF STnF.WAT K. DRATNAGE . IITILITY & SLOPE EA.SE~ENT
EAST OF BARKER ROAD CENTERLINE FROM MISSION AVENIIE TO INDIANA AVENOE. ,
?ROPOSED DESIGN DEVIATION CROSS SLOPES OF GREATER THAN 4. SZ FROM SAWCIIT IDGE OF PAVEMENT TO
GUTTER LINE, LIlKITID TO AREA WITHIN 250' OF BARKER ROAD/INDIANA AVENIIE INTERSECTION.
JUSTIFIICATION:
- MATCHING TO SAWCUT ELEV. OF E%ISTING ASPHALT LIlKITS DTSIGN OF CROSS SLOPE (2 - 4.5Z) AND
GIITTER SLOPE-( 0.8Z) TO ADJIISTING E.O.P. ELEVATIONS IINTIL BOTH CRITERIA ARE MET. THE FLAT
SAWCIIT LINE GRADES IN THIS AREA (STATIONS 15+25 TO 18+50) FORCE A CHOICE BETWEEN MAINTAINING
%-SLOPE OR GUTTER SLOPE. NOT BOTfl„ WHILE FORCING A SUMP AREA FOR DRAINAGE SOIITH OF THE IIdTER-
SECTION IS ALSO A PRIORITY. TSE DE•SIGN GRaDES OF 4,,5 - 6,,,561 ARE IN AN AREA THAT WILL BE IISED
BY TRAFFIC SLOWING DO'WN TO TURN EAST ON INDIANA AVENIIE. NO IMPROVEMENTS ARE BEING MADE NORTH ,
OF INDIANA AT THIS TIME, SO TRAFFIC WILL NOT BE TRAVELING IN THE AREK THROIIGH-TRAFFIC SPEEDS.
SUBMITI'ED BY SIISAN MIIRPHY/INLAND PACJXIC FrTGTNFER.ING COMPANY. INC. DATE FEBRIIARY 14, 1997
ADDRESS 707 WEST 7TH AVENUE, SIIITE 200, SRUKANE. WA ZIP CODE 99204
PHONE # f 50% 458-6840 (509)458-6844 (FA%)
ADMIlVI,STRATIVE VA,RIANCE FEE OF S30.00 PAID TO SPOKANE COUNTY
1026 W BROADWAY, SPOKANE WA 99260-0170 PH NE (509.)456-3600 FAX (509)324-33478
. 21 ~l G,
c T FUNDS-
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ILAND PACIFIC ENGINEERING CO., INC. 12192
707 W. 7TH AVE., SUITE 200 WASHINGTON TRUST BANK ~
SPOKANE, WA 99204 SPOKANE, WA 89210-2127 '
(509) 458-6840 28-8/1251
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S~'U~':.H~EE COUI~~TY ENG I P~IE-RS N AL ACCOUNT
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AUTHORI-ZED SIGN E '
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February 18, 1997 .
IPE W.O. #~96111 SPGc ~.~~Si~iY ~NGii~EE
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Spokane County Public Works Department
Development Engineering Services
1026 W. Broadway Avenue
Spokane, Washington 99260-0170
Attn: Ed Parry, Jr., P. E.
RE: Riverwalk 7th Addition (P1414-F)
Barker Road Design Deviation
Dear Ed:
Enclosed please find a Request for Design Deviation for the proposed cross slopes on Barker
Road. As we had spoken about earlier on the phone, the flat street slopes at the sawcut line at
the approach to Indiana Avenue necessitates either maintaining a 2- 4.5 % cross slope OR a
minimum 0.0080 ft./ft. gutter slope, while designing a profile to allow the existing topography
to determine the approximate location of the low point for the entire basin. I hope this request
can be circulated promptly, as we had discussed. Your help in doing so would be appreciated.
Please call if you have any questions.
Sincerely,
Inland Pacific Engineering Company
Susan Murphy
cc: Doug Birch, Pacific Properties
Docrunent196! ! 11sub!
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, bVA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
►
INLA ND PACI FI C ENGINEERl1UG
,
PROJECT INfORMATION TYPlCAL SECTlON DA TA
Project: BARKER ROAD Roadway half widfh ENTER-> 35
Job No.: 96111 Road Name ENTER-> BARKER
Disc.No.: Left orRight ENTER-> RIGHT ~
File Name: PVDSGN.W62 Edge Type EDGE OF ASPHALT
Calculated By: MPI Station Interval ENTER-> 25
I OlST. DlST FROM E.P. ELEV. E.P. ELEV. ~
EDGE(EXST) C/1 TO % SLOPE EDGE CENTERUNE (4.5% from (1 % from Edge Pave. ~
C/L % SLOPE PAVEMENT SAWCUT C/L TO PAVEMENT TO GUTTER sawcut to sawcui to SELECT- to Gutter Edge of Pv. TOP OF
STATION ELEVATION C/L ELEVATION (IN FEE7) SAWCUT % SLOPE (1N FEE7) edge of pv) edge of pvJ ED ELEV % GRADE %GRAQE CURB EL.
1050 34.75 34,22 18,00 -2,79 35.00 33.50 33.90 33,93 34.32
1075 34.48 •1.08 34 01 19.00 -2.47 •0.84 35.00 33.29 33.69 33.63 -2,37 ~ 1.20 34.02
1100 34.31 •0.68 33.60 19.00 •2.68 -0.84 35.00 33.08 33.48 33.33 -2,94 ti:2Q ; 33.72
~i~'•
1125 34.07 -0.96 33.58 19.00 •2.58 •0.88 35.00 32.86 33.26 33,03 -3.44 h-^1,20 i 33.42
1150 33.85 -0.88 33,37 19.00 •2.53 -0.84 35.00 32.65 33.05 32.73 -4,00 .~1~20 33.12
1175 33.62 -0.92 33.13 19.00 -2,58 -0.96 35.00 32.41 32.81 32.43 -0.38 '•~.20 32.82
1200 33.41 -0,84 32.81 19.00 -3.16 -1.28 35.00 32.09 32.49 32.13 -4.25 ~~~20 t 32.52
1225 33.16 •1.00 32.55 19.00 -3.21 -1.04 35.00 31.83 32.23 31.83 -4.50 32,22
1250 32.93 • 0. 9 2 32.33 19.00 - 3. 1 6 - 0. 8 8 35.00 31.61 32.01 31.63 -4.37 ~'-0~.80 ti 32.02
1275 32.71 -0.88 32.10 19.00 -3.21 -0.92 35.00 31.36 31.78 31,43 -4.19 ~-0.8+ 31.82
1300 32.46 -1.00 31.85 19.00 -3.21 -1.00 35,00 31.13 31.53 31.23 -3.88 ~-0 80 3 31.62
1325 32.19 -1.08 31.63 19.00 -2.95 •0.88 35.00 30.91 31.31 31.03 -3.75 ~r~-08031.42
P~
1350 31.93 •1.04 31.48 19.00 -2.37 -0.60 35.00 30.76 31.16 30.83 -0.06 i r0,~,80"~ ? 31.22
1375 31.67 •1.04 31.30 19.00 -1.95 -0.72 35,00 30.58 30,98 30.63 -4.19 `-0.8031.02
1400 31.41 •1.04 31.00 19.00 -2,16 •1.20 35,00 30.28 30,68 30.43 •3.56 ;•0~80.; 30.82
1425 31.11 -1.20 30.75 19.00 •1.89 •1.00 35.00 30.03 30.43 30.23 -3.25 •0.80 . 30.62
1450 30.79 -1.28 30.33 19.00 •2.42 •1.68 35.00 29.61 30.01 29.90 -2.69 ,-1k32:.: 30.29
1475 30.47 -1.28 29.90 19.00 -3.00 -1.72 35.00 29.18 29.58 29.51 -2.06 + -1s3229.96
1500 30.16 -1,24 29.56 19,00 -3.16 -1.38 35.00 28.84 29.14 29.24 •2,00 <-1'.`32 - 29.63
1525 29.88 -1,12 29.32 19.00 •2.95 -0.96 35,00 28.60 29.00 28.91 -2.56 ;432 ; 29.30
1550 29.66 -0.88 29.17 19.00 -2.58 -0.60 35.00 28.45 28.85 28.71 -2.88 ' •0.80 , 29.10
1575 29.52 -0.56 29.08 19.00 -2.32 -0,36 35,00 26.36 28.76 28.51 -3.56 ~-0~80 28.90
1600 29.38 -0.56 28.96 19.00 -2.21 -0,48 35.00 26.24 28.64 28.31 -4.06 ,-0,80 •9 28.70
1625 29.20 -072 28.73 19.00 -2.47 -0,92 35.00 28.01 28,41 28,11 •3.68 ;'-Or80 ~i 28.50
1650 29,01 •0,76 28.54 19.00 -2.47 -0,76 35.00 27.82 28.22 21.91 •3.94 k -A0 28,30
1675 28 81 •0,80 28.36 19.00 -2.37 -0.72 35.00 27.64 28.04 27,71 -4.06 28.10
1700 28.65 •0.64 28.25 19.00 -2.11 -0.44 35.00 27.53 27.93 27,51 -4.62 ,-0;80 27,90
1725 28.53 -0.48 28.14 19.00 -2,05 -0.44 35.00 27.42 27.82 27.28 •5.37 r-p,°92 " 27.67
1750 28.42 -0,44 28.00 19.00 -2.21 -0.56 35,00 27.28 27 68 27.21 -4.94 -0.28 ; 27,44
1775 28.30 •0.48 27.85 19.00 -2.37 -0.60 35.00 27,13 27.53 26.82 -6.44 ~-1"56 27,21
~ 1800 28,19 -0.44 27.72 19.00 -2.47 -0.52 35,00 27,00 27,40 26.67 -6.56 ~6027.06
1825 28.11 -0.32 17.67 19.00 -2,32 -0.20 35.00 26.95 27,35 26.62 - -6.56 :-0{20 ~ 27.01.-- - pV~ ~
1850 28.07 -0.16 27.66 19.00 -2,16 -0,04 35.00 26.94 27,34 26.67 -6,19 O2 Q~ 27.06 +Z5
1675 28.04 -0.12 27 58 19.00 -2.42 -0.32 35.00 26.86 27.26 27,22 -2,25 ~220~ 27.61
~
JADOCUMENT1961114PVDSGN.W82 ~ 02/13/97
* 11.1 V E~`C1,LAL (°.U.i~~~ l~E l E~ ~T'
R, QA43 TLI,P 6 B GcLRJ3
MAY-02-1997 0E:06 INLAND PACIFIC ENG P.01
s .
i To: -
. .
~
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1NLAND PACIFIC ENGfNEERtNG CO. CO INPANY:
707 VNest 7th Ave.; Suite 200 ,
spotcane, wA 99204 i FAc NuMSEa:
Tetephone - (509) 458-6840 10-TOAA
FAX - (509) 458-6644 i FROM:
_ Co ~llo I !
~ NUINBER OF PAOES: JOB NUNIBER
IHCL COYER PAGE
~ NOTES:
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MAY-02-1997 0E:07 INLAND PACIFIC ENG P.02
1993 AASHTO Pavement Design
QARWEn(tm) Pavement Design System -
A Proprietary AASHTOWaRE(tm)
Compufer Software Product
Flexibie Structural Design Module
Barker Road N. of Mission
Flexible Structural Design Module Data
18-kip ESALs Over
initial Performance Period: 6,114,056
Initia! Serviceability: 4.2
7erminal Serviceability: 2.25
Reliability Level 90
Overall Standard Deviation: .45
Roadbed Soil Resilient Modulus (PSI): 23,004
Stage Construction: 1
Galculated Design Structurai Number: 2.99
Page 1
MAY-02-1997 08:0? INLAND PACIFIC ENG P.03
.
Specified Layer Design
Struct. Drain.
Coef. Coef. Thickness Width Calcuiated
Layer Material Description (Ai) (Mi) (Di) (in) (ft) SN
_ .--I ALwP 4 -3-9- Z•0'2
2 CSTC .14 .95 8 36 1.06
Total - - - 12.00 - 3.08
Page 2
MAY-02-1997 08:07 INLAND PACIFIC ENG P.03
Specified Layer Design
Struct. Drain.
Coef. Coef. Thickness Width Calcuiated
Layer Material Description (Ai) (Mi) (Di) (in) (ft) SN
. A-Cp --`l:2"." 4 -zu- 2.02
2 CSTC .14 .95 8 36 1.06
Total - - - 12.00 - 3.08
Page 2
MAY-02-1997 08:07 INLAND PACIFIC ENG P.04
Rigorous ESAL Calculation
Perfotmance Period (years): 20
Two Way Daily Traffic (ADT): 9,800
Number of Lanes in Design Direction: 1
Percent of A!I Trucks !n Design Lane 100
Percent Trucks ln Design Direction 50
Growth: Simple
Percent Annual Average Inftia! Truck Annuai % Growth Accurnulated 18K ESALs
Class of ADT % Growth Fac#or (ESALsftruck) in Truck Factor over Pertorrnance Period
-I z 3:b 0-- . --29
2 86.48 3.5 .0002 0 81250
3 5 3.5 .02 0 47,696
4 .02 3.5 2.57 0 24,516
5 .5 3.5 1.5 0 357,721
6 .5 3.5 1.8 0 429,266
9 5.5 3.5 2 0 5,246,579
Tota1 100.00 - - - 6,114,056
Page 3
Barker North of Miss- 3
Barker North of Misslon - IVorthbound Lane n
~
Julyr 15-49,1996 i
D Tirne Caunt DaY Time Goun1 Day Time Count 1'ime Average m
Time Count Day N
~ Time Count Day 37 Fri a 47 0 38 i
Tues 0 41 Wed 0 28 Thu~s 0
4 Thurs 1 15 Fri 1 26 1 23 ~
Tues 1 27 Wed 1 2
30 kj 2 18 2 18 ~
Tues 2 11 Wed 2 11 Thurs 2
21 Thurs 3 18 Fri 3 11 3 16
Tues 3 15 Wed 3
4 17 Fri 4 16 4 25 m
Tues 4 37 Wed 4 28 Thurs 0o
Thurs 5 104 Fri 5 79 5 99 m
Tues 5 106 W8d 5 108
B 175 Thurs 6 185 Fn 6 135 8 166 m
Tues fi 187 Wed
161 Thuts 7 191 Fri 7 180 7 176
Tues 7 161 Wed 7
157 Thws 8 179 Fri 8 187 8 174
Tues 8 174 Wed 8
Tues 9 185 Wed 9 169 Thuts 9 183 Fri 9 199 9 184
Tuss 10 258 Wed 10 220 Thtffs 10 198 Fri 10 286 10 235
1 255 Thurs 11 248 Fri 11 260 11 254
Tues 11 254 W~d 1 z
12 276 Thurs 12 293 Fri 12 165 12 2G8 ~
Mon 12 324 Tues 12 288 Wed D
~n 13 290 Tues 13 284 Wed 13 29 6 7hurs 13 Zfi9 ~ 3 ~ z
d Mon 14 303 Tues 14 315 Wed 14 193 Thurs 14 310 14 305
~
311 Thurs 15 352 1 5 330 D
Mon 15 335 7uss 15 320 Vlfed 15
431 Thurs 18 433 18 414 ~
Mon 18 402 Tues 16 390 Wed 19
Mon 17 417 Tues 17 414 Wed 17 427 Th urs 17 446 17 426 ~
Thurs 18 323 18 330 n
18 309 Tues 18 334 Wed 18 355
Mon
238 Thurs 19 251 19 2~ m
~n 19 218 Tues 19 232 Wed 19 z
Mon 20 239 Tues 24 223 Wed 20 215 Thurs 20 203 20 220 o
Mon 21 • 178 Tues 21 181 Wed 21 150 Thurs 21 173 21 171 Mon 22 121 Tues 22 98 Wed
22 821'hurs 22 98 22 100
55 Thtas 23 43 23 55
Man 23 55 7uea 23 65 Wed 23
4540
-u
m
Ul
Barker Norih ol Missbn - Southbaund Lane Barker North of Miss .
3
Jufy 15-19,1896 33
~
Day Time Count Day Time Count Day Time Caunt 4ay Time Caunt D Time Count Tirne Avena ~
aY 9e m
Tues 0 34 Wed 0 Q Thurs 0 43 Fri 0 31 0 36 N
'
Tues 1 26 Wed 1 p Thurs 1 24 Fn 1 28 1 23
~
Tues 2 19 Wed 2 0 Thurs 2 22 Fri 2 21 2 21 kD
Tues 3 25 Wed 3
3 2 Shurs 3 25 Fri 3 16 3 22
Tues 4 57 Wed 4 2 Thurs 4 47 Fri 4 33 4 46 m
Tues 5 99 Wed 5 4 Thuts 5 85 FrI 5 71 5 88 CD
Tues 6 288 Wed 6 16 Thurs 6 2 Fri m
59 6 257 6 261
Tues 7 392 IMed 7 34 Thurs 7 349 Fri 7 343 7 381
Tues 8 315 Wed 8 30 Thurs 8 317 Fri 6 316 8 316
Tues 9 303 Wed 9 28 Thum 9 280 FR 9 283 9 289
Tues 10 290 Wed 10 26 1'hure 10 287 Fri 10 369 10 315
Tues 11 340 Wed 11 35 Thurs 11 294 Fri 11 331 11 322 ~
Man 12 328 Tues 12 310 Wed 12 37 Thurs 12 288 Fri 12 148 12 268
rZ
Mon 13 315 Tues 13 2891Ned 13 38 Thurs 13 270 13 281 D
Mon 14 374 Tues 14 d
284 Wed 14 48 Thurs 14 300 14 321
Mon 15 409 Tues 15 422 Wed 15 39 Thurs 15 431 15 421 -0
Mon 16 443 Tues 16 429 Wed 16 382 Th u rs 1 n
6 400 16 414
AAon 17 362 Tues 17 423 Wed 17 509 Thurs 17 415 17 427 -n
Mon 18 340 Tues 18 244 Wed 18 296 Thurs 19 285 18 307 n
Pilon 19 214 Tues 19 6 Wel 19 217 Thurs 19 206 19 212 m
Mon 20 209 Tues 20 7 Wed 20 192 Thurs 20 219 20 207 z
~
Mon 21 170 Tues 21 8 Wed 21 133 Thurs 21 147 21 150
Mon 22 103 Tues 22 11 Wed 22 80 Thurs 22 91 22 91
AM1on 23 48 Tues 29 5 Wed 23 50 'fhurs 23 50 23 49
5259
i
►
i
~
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. m
► m
7
INLAND PACIFIC ENGINEERING, INC.
May 6, 1997
W.O. No. 96111
Spokane County Public Works -Department
Development Engineering Services
1026 W. Broadway Avenue
Spokane, Washington 99260-0170
Attn: Dean Franz, P.E.
Re: Riverwalk 7th Addition (P1414-F)
Barker Road Improvements; Pavement Design
Supplemental Professional Design/Decision Information for County File
Dear Dean:
As you know, this letter is past due, but with some of the changes here at IPE, I at first
wanted to wait to write it but only now find the time to get something for your files. As a
brief overview, this letter is being written as a technical supplement to the letter dated May
6th, 1997 from IPE to Spokane County, Mr. Ed Parry, P.E. regarding the pavement design at
Barker Road. First off, after having not read the letter in several months I would like to
apologize to Spokane County and Mr. Parry in particular for the tone within the letter. It was
uncalled for and I do apologize as it comes accross as vindictive and unprofessional. No
matter how frustrating the situation was, it was my responsibility to keep all comments above
board.
The situation that resulted in the May 6, 1997 letter, was that IPE had performed a pavement
design for the widening of Barker Road between Mission Avenue and Indiana Avenue adjacent
to the Rivewalk plat. IPE had submitted pavement design calculations using the DARwin
program with a drainage coefficient of 1.2. The current County guidelines at the time,
allowed this as a design variable. The County responded that 1.0 should be used. We
indicated that other options were available besides 1.0 and continued to want to use 1.2. The
main reason was that for the valley gravels we felt that they were an extremetly free draining
soil, and that using 1.0 would in fact result in too thick of a pavement section. Thus the May
6th, 1997 letter was written after several very frustrating days.
As the roadway is now constructed and nearing final inspection, I thought that it would be
good to finally put this matter to rest. Therefore, enclosed is a packet of information and
. .
RECENt'n -
NQV 1 9 1997
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205 '
Spokane, WA 99204 Coeur d'Alene, ID 83814 509-458-6840 9 FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277 Spo`~ANt VuUidT1( ENGINEER
Spokane County
November 18, 1997
Page 2
calculations that I used in evaluating what I felt a proper drainage coeff. should be for the
valley gravels encountered on this site. Review this information only; no comments are
requixed, and place it in your file as additional supplemental information.
In the future, as you pursue additional revisions to the Spokane County paving calculation
guidelines, perhaps you may find that differing drainage coefficients for the various soil types
within Spokane County should be given to the designer, rather than chosen, thereby, leaving
only the ESAL and Resilient Modulus open to interpretation by the designing engineer.
Should you have any questions do not hesitate to call.
Sincerely,
Inland acific ineering Compa y
~ -
.
Todd R. Whipple, P.E ~
TRW/trw
Enc. Memo dated 5/13/97 from TRW to file regarding assumption on drainage coeff.
cc: Dennis Scott, P. E. , Director of Public Works, Spokane County
Ed Parry, P.E., Spokane County
file
7
<< .
INLAND PACIFIC ENGINEERING, INC.
MEMORANDUM
To: File
From: TRW .
Date: May 13, 1997
Re: Barker Road, Pavement Design and Subsequent Correspondence
Job No.: 96111
Per a conversation with Ed Parry, Jr. P.E. of Spokane County, yesterday 5-12-97, this
documentation is to supplement my correspondence with Spokane County dated May 6, 1997.
Wherein this correspondence I refute his insistence to use a drainage coefficient that I had
directed Ann Winkler of our office to use.
The rational for my direction is as two-fold .
1. After review of the Interim Spokane County "Parameters for Pavement Design" I felt that
the 0.95 drainage coefficient for the base course layers was too conservative and low for
the Spokane Valley gravels encountered on this project.
2. By my assertion that these coefficients may be too conservative and low, I reviewed my
options for modification. _
A. My first option was to directly challenge the coefficient with additional
geotechnical data and request, through the County's design deviation process, that
we be allowed to raise the coeff'icient to a higher values.
B. The second option available was to back through the calculation to determine that
. if a variable drainage coef. were inserted in the DARWin program for the ACP
section, this could relatively compensate for revising the other coefficients. After
reviewing the available literature and running through the calculation to determine
what I felt was a suitable pavement section on 4"ACP on 8"CSTC in instructed
Ann to use the 1.2.
A reproduced calculation sheet summarized from my original miscellaneous calculations is
attached for reference.
Please note that the calculations provided are more conservative and reflect values ultimately
different than the original check calculation that I performed. In the original check calculation
the initial SN was a bit higher therefore resulting in the 1.2 m 1 that I recommended. The
- calculations included based on a more conservative estimate indicate that the value could have
been given as 1.11 rather than 1.2.
TRW
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814 ,
509-458-6840 • FAX: 509458-6844 208-765-7784 • FAX: 208-769-7277
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I n i a n d 1 / MEMO 9 PROJECT.~+~~ ~
P a C I f 1 C CALC. ❑ JOB N0. JV&&/ SHEET O OF 3
DATE ~'~3 '477
~ E tlgi n e e r i ng MEETI NG ❑ BY-ZTZ-) .
West 707 7th, suite 200 spokane, washtnyton 99204 OTHER ❑ CHK'D BY DATE
` 509 458-6640 Fax No. 509 458-6844 ! ~ 11V
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~ E tlgi n e e r i ng MEETING ❑ BY DATE
West 707 7th, suite 200 spokane, Washington 99204 OTHER ❑ CHK'D BY DATE
~ 509 458-6840 Fax No. 509 458-6844 , ` ~
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P a C I f I C CALC. ❑ JOB N0. SHEET 3 OF-,->
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g g MEETING BY DATE
❑
West 707 7th, Suite 200 Spokane, Washington 99204 OTHER ❑ CHK'D BY DATE
` 509 458-6840 Fax No. 509 458-6844 ! ` ~
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. . . . ,
• ' ' ' ~ " . •
. .
INLAND PACIFIC ENGINEERING, INC.
May 6, 1997
IPE W.O. #96111
Spokane County Public Works Department Development Engineering Services .
1026 W. Broadway Avenue Spokane, Washington 99260-0170 Attn: Ed Parry Jr., P.E.
Re: Riverwalk 7th Addition (P1414-F) Barker Road Improvements; Pavement Desiga
Dear Ed: In response to the comments received by your office in a letter dated Apri130, 1997, the
attached calculations provide the documentation for the revised pavement design for the above
referenced project. The exhibit drawing included in this package documents that the sample
was obtained at a stated location and submitted to Pavement Services, Inc. The Resilient
Modulus value of the sample ranged from 22,885 psi to 45,587 psi (see attached letter). The
average of the two lowest values, 23,004 psi was used as a conservative estimate for the .
pavement design.
The design parameters used for the pavement section have been coordinated with the
parameters in the Spokane County Interim Pavement Design Parameters (May 1995)- as .
requested. There has been some discussion between the County and our office staff r.egarding ~
the Drainage Coeff'icient used in the Pavement Design program, DARWin. Because the County does not provide a parameter for the Drainage Coefficient for ACP, leaving it to the
discretion of the design engineer, Y chose a factor of 1.2 per the DARWin notes attached.
_ Although these notes are provided to you, it should be noted that we also referred to the
WSDOT Pavement Design Guide, AASHTO - Guide for Design of Pavement Structures,
1993, Volumes I and II, to provide background on the Drainage Coeff'icient and the use of .
1.2. Please note that these documents support our original decision to use 1.2 as the correct
parameter.
You have dictated to my staff that the coefficient of 1.0 SHALL be used. I personally and
professionally object to you as an agency reviewer dictating design guidelines that are to be
sealed by myself. Against my better judgement and recommendations, Pacific Properties has
directed IPEC to submit using the 1.0 coefficient " just to get the plans approved",
therefore, we are submitting this design to you with a coefficient of 1.0. I want to make it
clear that this change was requested by the Sponsor, so that we do not have to endure another
Docwnen11961 !II pvmrdrsJ
707 Wesi 7th • Suite 200 2020 Lakewood Orive • Suite 205 ,
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
` . ~ 1 ~ • I
a
SpOkaIIe C{ilulty ,
May 6i 1997
Page 2
. shut down for weeks while yvu try to fi,gure out Uhis thi.ng or that. By using - your required
coeff'icient of 1.0 rather than the sabmitted 1.2 the resulting sectivn for Barker Road is 5„
ACP on 9" C5TC rather than the 4" vn 8" that Ifee1 is absnlutely acceptable for the lacatian
a.nd valley graveYs encotntered. All supporti.ag calculativns as required for the pavernent
design are enclased. -
We aare expecting approval of these plam immediat+ely sv that construction ca.a begin ASAP. ,
As it has #aken entirely tao lang to get these plans appravedlaccepted already, aIly addIt1QrW
. minar questians regarding th,is design shoul+d be handled 4ver the phane, pIease call either
myself or Susan Murplay at 4.58-6840. .
Sincerely, , .
- In1and Pacific Engineering Compaay
• ~ ~
odd R. NVVhipple, E
TRWIskan
Enc. cc: Derinis Scvttt Directvr of Public Works, Spokane County ~
- - Pacific Properties, Inc., ]]oug Barch fi1e . .
~
` S~~~,
~ ` ~
.
EXP1RES 9I24/ ~ . ~
.
1993 A~SHTO Pavement Design
~ARWICI(tm) ~avement DesIgn S]IStem
A Proprietary AASHTOWARE(tm)
Computer Software Product Flexible StructuraC Design Madule Barker Road N. of Missian
Flexible Structural Design Mvdule Data
18-kip ESALs Over
rnitial Perfamnance Period: 6,114,056
Initial Serviceability; 4.2 -
Yerminal Serviceabili#y: 2.25
Reliability Level 90
Overall Standard Deviation: .45
Roadbed Soil Resilient Modulus {PSI}: 23,004
, Stage Constructian: - -
Calculated Design Strucfurai Number: Z99
Page 1
~
5 •
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e ♦
SpBCafied Layer DeSign
Struct. arain.
• Goef. Caef. Thickness Width Calculated
La}rer Nlaterial Descr'tption (A:J) (Mi) (D%) (in) (ft) SN
t- AT- 'l 5 36 27M
2 CSTC .14 ,95 9 36 1.20
Total _ - 14f00 - 3.30
. Page 2
I
A -
. + r
Ftigorous ESAL Calculartion
Perfotmance Perio ' d (years): 20
Twv-Way Daily TraT#ic (ADT): 9,800
{Vumber of Lanes In Design Direction: 'f
Percent vf AII Ti rucks In Design Lane (°lo): 100
Percent Trucks In Design Direction (°Io): 50
. Grourrth: Simple
Percen# Annual Average Initia[ Trrcack Annual °lo Grouvth Accumulated 18K ESALs
Class of ADT % Growth Factvr (ESALsltruck) in Truck Factor over Performance Period
2 . CF--
2 86.483.5 .0002 0 8,250
3 5 3.5 .02 D 47,696
4 .02 3.5 2.57 0 - 24,516
5 .5 - 3.5 1.5 0 _ 357,721
6 .5 3,5 1.8 0 . 429,266
9 5,5 3.5 2 - 0 5~248,579
Total 100.00 - _ _ 6,114,056
- Page 3
~ - .
• .
, . Barker North of Mission - Northbound Lane Barker North of Miss.
July 15-19,1996 -
Day Time CQunt Day Time Count . Day Time Count Day Time Count Day Time Count Time Average
Tues 0 41 Wed 0 28 Thurs 0 37 Fri 0 47 0 38
Tues 1 27 Wed 1 24 Thurs 1 15 Fri 1 26 1 23
Tues 2 11 Wed 2 11 Thurs 2 30 Fri 2 18 2 18
Tues 3 15 Wed 3 21 Thurs ' 3 18' Fri 3 11 3 16
Tues . 4 37 Wed 4 28 Thurs 4 17 Fri 4 16 4 25
Tues 5 106 Wed 5 108 Thurs 5 104 Fri . 5 79 5 99
Tues . 6 167 Wed 6 175 Thurs 6 185 Fri 6 135 6 166
Tues 7 181 Wed 7 161 Thurs 7 181 Fri 7 180 7 176
Tues 8 174 Wed 8 157 Thurs 8 179 Fri 8 187 8 174
Tues 9 185 Wed' 9 169 Thurs 9 183 Fri 9 199 9 184
Tues 10 256 Wed 10 220 Thurs 10 198 Fri 10 266 10 235 ~
Tues 11 254 Wed 11 255 Thurs 11 248 Fri 11 260 11 254 Mon 12 324 Tues. -12 288 Wed 12 276 Thurs • 12 293 Fri 12 165 12 269
Mon 13 290 Tues 13 264 Wed 13 296 Thurs 13 269 13 280 '
Mon 14 303 Tues 14 315 Wed 14 293 Thurs 14 310 14 305
Mon 15 335 Tues 15 320 Wed 1.5 311 Thurs 15 352 15 330
Mon 16 402 Tues 16 390 Wed 16 431 Thurs 16 433 16 414 •
Mon 17 ' 417 Tues 17 414 Wed 17 427 Thurs 17 446 17 426
Mon 18 309 Tues 18 334 Wed 18 355 Thurs 18 .323 18 330
Mon 19 218 Tues 19 232 Wed 19 236 Thurs 19 251 19 234
Mon 20 239 Tues 20 223 Wed 20 215 Thurs 20 203 20 220
Man 21 178 Tues 21 „ 181 Wed 21 150 Thurs 21 173 . 21 171
Mon 22 121 Tues 22 98 Wed 22 82 Thurs 22 98 22 100
Mon 23 55 Tues 23 65 Wed ' 23 55 Thurs 23 43 23 55
. 4540
, . }
. v,
'
, Barker North of Mission - Southbound Lane Barker North of Miss ,
July 15-19,1996 .
Day Time Count Day Time Count Day Time Count Day Time Count Day Time Count Time Average
Tues 0 ' 34 Wed 0 0 Thurs 0 43 Fri 0 31 0 36
, Tues 1 26 Wed 1 0 Thurs 1 24 Fri 1 20 1 23
Tues 2 19 Wed 2 0 Thurs 2 22 Fri 2 21 2 21
Tues 3 25 Wed 3 2 Thurs 3 25 Fri 3 16 3 22
Tues 4 57 Wed 4 2 Thurs 4 47 Fri 4 33 4 46
Tues 5 99 Wed 5 4 Thurs 5 95 Fri 5 71 5 88
Tues 6 268 Wed 6 16 Thurs 6 259 Fri 6 257 6 261 Tues 7 392 Wed 7 34 Thurs 7 349 Fri 7 343 7 361
Tues 8 315 Wed 8 30 Thurs 8 317 Fri 8 316 8 316
Tues 9 303 Wed 9 26 Thurs 9 280 F(9 283 9 289
Tues 10 290 Wed 10 28 Thurs 10 287 Fri 10 369 10 31r ,
' Tues 11 340 Wed 4 11 35 Thurs 11 294 Fri 11 331 11 322••-)
Mon 12 326 T,ues . 12 310 Wed 12 37 Thurs 12 288 Fri 12 148 12 268
Man 13 315 Tues 13 289 W2d 13 38 Thurs 13 270 13 291 Mon 14 374 Tues 14 284 Wed 14 46 Thurs 14 306 14 321
Mon 15 409 Tues 15 422 Wed 15 39 Thurs 15 431 15 421
Mon 16 4,43 Tues 16 . 429 Wed 16 382 Thurs 16 400 16 414 ,
M on 17 362 Tues 17 423 Wed 17 509 Thurs 17 415 17 427
'Mon 18. 340 Tues 18 204 Wed •18 296 Thurs 18 285 18 307
Mon 19 214 Tues 19 8 Wed 19 217 Thurs 19 206 19 212
Mon . 20 209 Tues 20 7 Wed 20 192 Thurs 20 219 20 207
Mon 21 470 Tues 21 8 Wed 21 133 Thurs 21 147 , 21 150
Mon 22 103 Tues 22 11 Wed 22 SO Thurs 22 91 22 91
Mon 23 48 Tues 23 5 Wed 23 50 Thurs 23 50 23 49
5259
;
. ' . .
• • t
. • ' •
.
Overall Drainage Coefficient, Cd
The drainage coefficient, Ca, incorporates the effect of drainage on rigid pavement life. The effect of
drainage on pavement performance is a function of the quality of drainage (i.e., the time required for the
pavement to drain) and the amount of time during the year that the pavement structure is exposed to
moisture levels approaching saturation. It is up to the design engineer to determine the relative leveis of
each of these values for the specific conditions being considered for design. The quality of drainage
depends on the permeabilities of the base and foundation materials, tlhe design of the structural cross
section, and the presence of edge drains. The amount of time during the year that the pavement wiU be
exposed to near saturation levels is a function of precipitation and evapotranspiration characteristics that
are inherent to a particular climatic region. Guidance on the selection of the drainage coefficient is
provided in the following table:
Percent of Time Pavement Structure is Exposed to Moisture Levels Approaching
Saturation
Quality of Less Than . Greater Than
Drainage 1% 1- 5% 5- 25% 25%
.Excellent 1.25 -1.20 1.20 -1.15 1.15 -1.10 1.10 Good 1.20 -1.15 1.15 -1.10 1.10 -1.00 1.00
Fair 1.15 -1.10 1.10 -1.00 1.00 - 0.90 0.90
Poor 1.10 -1.10 1.10 - 0.90 0.90 - 0.80 0.80
Very Poor 1.00 - 0.90. 0.90 - 0.80 0.80 - 0.70 0.70
Where:
Quality of Drainage Water Removed Within
Excellent 2 hours .
Good 1 day
Fair 1 week
Poor 1 month
Very Poor Water will not drain Ref: 1993 AASHTO Design'Guide, Part I, Section 1.8, p. I-27:
' 1993 AASHTO Design Guide, Part II, Section 2.4.1; p. 11-22.
~ ~ a
FR~~,~
- ~ ~
. _ ~ .
; ~ 2 7996
I NLAND PACI F IC ENGI NEER I IV G, I NC,';
~ s~~~~~ ~~~NIY LAGINEER ~
November 19, 1996
W.O. rro. 96070\96111
Spalcane County Public WQrks
W. 1026 Broadway
Spokane, WA 99260
Attn: Ed Parry, P. E .
JL/
Re : Riverwalk 7th Additiaa ; P=1414F
SARKER ROA.D - I]ESrGNT[]NS'I'RUCT'YON MEETING
Ed:
T'his letter is intended to canf~irrn the discussians that occurred during a Fneeting at yaur affice
on Thursday, Novemher 14, 1996 regarding the Barker Road design and constructian
~chedule. Attendees at this meeting vvere Pat Harper, Bob Bruggernan, Vcrri1 Smale and
yaurself from the Cou.nty and Daug Birch with Pacific Properties, the project spansor and
Susan Murphy and mvself fram IPEC. As you lcnow the intent of this rneeting was to
specifically address the camments received from yau regarding the my1ar submittal for xhe
widening af Barker Road, as specified in the project conditions. The other itern of interest
was the requixement noted in the natice of acceptance letter far the Riverwa,lk 7th project that
the Barker Road mylars had to'he accepted by November 15, 1996 or we would be denied the
ability to work in the Mission Avenue ROW. A cagy af this letter and your letter dated
1107/96 are enclosed for reference.
The fa1lowing topies were discussed at #he zneeting,
1. Verril Smale indicated that th~ ~ounty had tried to contact the groperty flwners along
the east side of Sarker Raad between Mission Avenue and the River to obtain praperty
in order to rnvve the WWP ovexhead translVlissian Avenue paies back far the 12--foot
wide strip paving. 'Z'he ho~~owners alnng were nat reeeptive and the aptian for
moving the poles at this time was d.ropped.
2. Dou,g Birch and I discussed the direction in your letter of 1117196 which indicated that
vve should provide 6-feet of paving and a Type `,A} curb on both sides of Barker. We
felt that this requirement was excessive and not at, a11 close to the earlier agreed upon
canditions. These ag-reements called for providing a 12-foot strip paving a1ong the east
side af Barker from 1"Vlission Avenue to the Spokane River, keeping in mind that we did
not have any fraatage to dedicate to the County fox utility re1ocations. TherefoFe,
during discussions the widening on both sides was rejected as an option at this time.
3. I indieated [hat the conditions for widening from the 19$1 original project conditions
were essentially rriet when the County widened Barker Road in 1994 or 1995 and that
. -the existing arterxal LOS af AfB is adequate. Therefore, technically, to meet the
concerns from the hearing examiner committee no more widening should be required.
It was pointed out however, that since the canditians could nat be changed d,uring the
-time extension process the anly way to officially delete the widening criteria wauld be
lDT 1Nest 7ih • Suite 200 2020 Lakewaod Qrive + Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 * FA?C: 509-458-6844 208-765-7784 + FAX: 208-769-7277
Spokane County
November 19, 1996
Page 2
to do so as a change of conditions. At this time this option has been dropped, but we
reserve the right to ask for a change of conditions on this topic or any other topic as we
see fit.
4. Pat Harper indicated that the breakup of the ownership of this overall plat was one of
the reasons for confusion regarding the timing of the conditions. He indicated that
Barker Road should be handled much the same way that the signal at I-90 is being
handled by the WSDOT. This would result in one person orgroup being responsible
for the construction of Barker, but a pay back arrangement or late comers anangement
could be set up to pay back much of the original sponsors construction costs. Pat was
going to check on how to set this up.
5. As the meeting went on I recommended that perhaps the best solution would be for
Doug Birch at Pacific Properties to contact Gene Martin of the We1Co group and ask
for the early dedication of their frontage along Barker. This was something that
We1Co would have to do anyway to develop this corner parcel. If this land was
dedicated I reconunended that the widening actually occur from Mission Avenue to
Indiana Avenue where the full half-street improvement of the Barker Road special
section would be constructed including cement concrete curb gutter and sidewalk as
well as landscaping and 208. This seemed to be the best proposal and we agreed to
proceed along these lines until further notice. Additionally, Verril Smale indicated that
he would pursue the movement of the WWP poles with WWP as a County action to
help minimize the costs.
6. Lastly, the position of the County regarding the November 15, 1996 date and shut
down or work in the ROW was discussed. A resolution was reached that this date
would be extended one month to December 15, 1996, which would give IPEC and
Pacific Properties the opportunity to negotiate with We1Co group and redesign that
portion of Barker Road from Mission Avenue to Indiana Avenue.
Should you have any questions concerning this information please do not hesitate to call at
458-6840.
Sin rely,
Inl d Pacifi gineering Co
~
Todd R. Whipple, P.E.
TRW/tw
cc: Doug Birch, Pacific Properties, Bellevue, WA
Spokane County - Pat Harper, Bob Bruggeman, Verril Smale file
r • . ~
1
. iS P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
~
,
~
September 26, 1996 - CC: Ustin~t~als-
►
Todd Whipple, P.E. ;
IPEC
Doug B irch Pacific Properties, Inc.
14410 Bel-Red Road
Bellewe, WA 98007
SUBJECT: P1414F - Riverwalk 7th Addition
Submittal Accepted
Gentlemen: .
We have conducted a general evaluation of your recent submittal for this project, and we find
that with the exception of the improvement plans for Barker Road, this submittal appears to meet
the minimum standards of the Spokane County Standards for Road and Sewer Construction
("Standards"). We are therefore able to accept your plans and drainage calculations for those
portions of this project other than Barker Road.
Although you have submitted preliminary road plans, and have already posted a surety for the
Barker Road improvements, I expect that you will pursue the design of these improvements so
as to obtain the County Engineer's acceptance no later than November 15, 1996. If these plans
have not been accepted by the County Engineer's Office by this date, then any construction
permits for work in the public right of way will expire. The permit required for the work on
Mission Avenue will be worded to reflect this condition.
I am enclosing a sepia print of your approved road and drainage plans for this project: the
originals are on file at the Public Works Department. The approved drainage report is also on
file at the Public Works Department. In accordance with Section 5.02.D of the Standards,
this acceptance is valid until August 20, 1999. If the facilities are not constructed, you may
request an extension of the acceptance for and additional two years; the plans shall be revised
prior to granting the extension.
Please note:
l. The County's acceptance of this submittal does not relieve the sponsor or his agents
from any liability related to portions of the design that are not in conformance with the
Standards, or which do not follow good engineering practice.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (549) 324-3478 TDD: (509) 324-3166
: -
= 1 .
Todd Whipple, P.E.
Doug Birch
P1414F; Submittal Accepted
September 26, 1996
Page 2 of 2
2. All permits and notifications necessary prior to construction are the responsibility of
the project sponsor and/or his assigned agents; and
3. The County will not accept the improvements to be constructed under this project until
(a) all construction documentation and certified Record Drawings have been submitted and
accepted; and (b) all construction deficiencies noted in the County's Acceptance Inspection have
been corrected. Sureties posted construction performance and construction inspection services
will not be released until these items have been accomplished.
Please be advised that if you construct the road and drainage facilities without posting surety,
the plat cannot be finalized until either (a) the road and drainage facilities are constructed and
accepted, and the roads established by the County Commissioners; or (b) adequate surety for
any remaining work has been posted.
If you have any questions, please contact Ed Parry at 456-3600. Thank you.
Sincerely,
~
William A. Jo s, P.E.
Spokane County Engineer
encls: Plans (1 set)
cc: project file
Pat Harper/Scott Englehard
Dave Berto
Permit Technician - Sylvia Lightfoot
reviewer
~
f.
_ .
• , _ ~ .
19~6 ,
P O K A N E C O U N T Y
.
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer PM OB is M. Scott, P.E., Director
70
cc: lis: Initials
1
November 71) 1996 Todd Whipple, P.E.
IPE
Doug Birch
Pacific Properties
14410 Bel-Red Road .
Bellewe, WA 98007
SUBJECT: P1414F - Riverwalk 7th Addition: Barker Road Improvements
Submittal Not Accepted at This Time
Gentlemen:
.
As you know, the County Engineer has determined that the plan approval and construction inspection
processes for this project will be governed by the process outlineti in the edition of the Spokane County
Standards for Road and Sewer Construction effective 15 May 1995.
We are returning this submittal with only a very cursory review. We note that the Pre-Submittal Checklist
was not included with this submittal. Under this plan review process, the Sponsor's Design Engineer
certifies that each submittal contains at least all the basic information necessary to determine whether or
not the plans meet the applicable standards. This is intended to reduce the number of reviews conducted
on a project, by ensuring a complete set of plans and calculations are submitted.
Our comments are enclosed on that attached sheet. Please ensure that your next submittal is accompanied
by the required checklist, and that all applicable items are included in the submittal. A copy of the
checklist is enclosed for your use.
Please contact Ed Parry at 456-3600 to schedule a Pre-Design Conference, so that the application and
review process may continue, or to discuss any questions you may have about the process. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
•v .
i r
Edward . 0 , Jr., P.E.
Plan Review Engineer
_ encLs: Plans (1 sct)
cc: project file
rcvicwer
1026 W. Broadway Ave. • Spokane, 4VA 99260-0170 •(509) 456-3600 FAX• (509) 324-3475 TDD: (509) 324-3166
s
r •
REVEEW CUMIlVEN'I'S
SPOKANE COUNTY
DIVISION OF ENGINEERING & ROADS
1026 W BROADWAY, SPOKANE WA 99260-0710
PHONE (509)456-3600 FAX (509)324-3478
SUBMITTAL 2 REVIEWER: Ed Parrv
PROJECT P1414F DATE: 7 November 96
PROJECT NAME: Riverwalk 7th Addition
Barker Road Imorovements
N.B.: Since this project is governed by the edition of the Spokane County Standards for Road and
Sewer Construction (the "Standards", adopted 2 May 95, with an effective date of 15 May 95), these
comments are general in nature, and do not represent a listing of all items which may not be in
compliance with the Standards. The responsibility for ensuring compliance with the Standards lies solely
with the Sponsor's Design Engineer. ALL DISCREPANCIES MUST BE ADDRESSED AND
RESOLVED PRIOR TO PLAN ACCEPTANCE
PRUJECT DESIGN a 2. Geotechnical Testing '
a. Soil Samples for Pavement design are typically taken from within the existing or proposed
R/W for the road in question. The nearest point on McMillan Lane is located over 900 feet to the east
of Barker Road; the sampling location appears to be at the intersection of McMillan Lane/Rio Grande
Lane in Riverwalk 7th Addition - this point is over 1500 feet to the east of the Barker Road centerline.
3. Pavement Calcs:
a. The Conditions of Approval for this plat indicate that Barker Road is a Major Arterial. The
"Residential Arterial Matrix - Interim" is intended for roads classified no higher than a Collector
Arterial. -
b. The Pavement calculations do not bear a P.E. stamp.
8. The plans indicate that various utilities will be relocated by others. The County will not be acquiring
right of way for this to occur; if utilities are to be relocated, the Developer will need to demonstrate
that he has obtained a commitment and a completion schedule from the utility companies to (a) obtain
the necessary easements and (b) to relocate the utilities prior to plan acceptance; these will need to
include either the utility purveyor's agreement to relocate these utilities at no cost to the County when
future road widening occurs, or a sketch indicating that the relocation will not interfere with the future
R/W width indicated in the "Barker Road Special Section". As an alternative, the County Engineer will
accept 6 feet of pavement widening on each side of the road, with a Type A curb. Driveway drops will
be needed, as well as periodic drops to allow for drainage. The curb is needed in order to provide
adequate traffic safety measures. Please call to discuss these alternatives prior to the next submittal
12. No prints of the plan mylars were submitted. Submittals are required to include 2 sets of prints.
a
• ` ' ~ ~
SPO ' JinVfiY O1'MRIM ROAD . DRAINAGE
SUBMITTAL CHECKLIST
PROJECT # DATE:
PROJECT NAME:
PROJECT SPONSOR: TEL #
-PROJECT ENGINEER: TEL # (Road & Drainage Plans)
PROJECT SURVEYOR: TEL #
(Plat)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING ITEMS.
GENERAL ITEMS
Yes ~,o 0 N/A ~ 1. A signed "AGREEMENT TO PAY FEES" form has b,een submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
Yes ~ Ho D N/A 2. I tiave a copy of, and have reviewed tlie most recent conditions of approval and any EIS/MDNS requireniencs
and conditions of approval liave been incorporated in this plan submittal.
PROJECT DESIGN
Yes ETNo D NIA ~ 1. I have completed a minimuni of one pre-design meeting with Spokane Counry Developmenc Engineerina
Services Engineers where agreemenc was reaclied on drainage design approach.
Yes O,o ❑ N/A 13 2. I have included the results of any geotechnical tesdng that-is required by the desig❑ approach co verify desigu
, parameters.
Yes 0N0 0:v/A 0 3. I have iacluded any required pavement design calculations on new Public roadways as required by tlie
"SPOKANE COUNTY STANDA.RDS FOR ROAD AND SEWER CONSTRUCTION", latesc editiou.
vts 0 No D nIA E] 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requiremencs for plan, profile,
and typical cross section elements contained in"SPOKANE COiJNTY STANDARDS FOR ROAD AND
SEWER CONSTRUCTION" latest edition except as allowed through approved design deviations.
Yes 0•o 0 IWA O 5. The drainage report incorporates the niiniruum requirements for a stoim drainage analysis as noced in che
GSM and odier items which are appropriate to demonstrate that the design meets all requiremevcs of the
Spokane County Guidelines for Stormwater Managemeut except as allowed ttuough approved desigu
deviations.
Yes 0 .o 0 N/A 0 6. A complete drainage basin map 'witli cinie of conceutration patlis shown tias been included with the detailed
hydrology calculations. Drainage basin map shows topography, proposed drainage features, and correla[es
with hydrology calculations.
v~~ DNa [:3 NIn 0 7. All applicable traffic signing requirements are met and have been incorporated in the plan submittal.
vu 0No r,/A C-] S. I have included copies of all approved DESIGN DEVIATIONS which are required for chis projecc.
Y« ONo [TWA 0 9. Tlie plans and drainage report are stamped, signed, and dated, and contains, the applicable certificatiou
statement.
Yes O.N. 0 N/A 0 10. I have included an adequate erosion control plan and applicable standard plan notes.
Yes 0 .o O N/A 0 11. I have secured approvals from all applicable outside agencies such as ftre districts where applicable aud liave
included proof of tlaeir approvals..
Yes D.o ❑ N/A 0 12. I have provided an acceptable means for pecpetual maintenance of street aud draiiiage facilities tltat is
acceptable to Spokane County and liave secureci and included copies of any required easements.
Yes 0 No E-IN!A E] 13. I have reviewed the plans, calculatioiis and other submittal data for completeness, accuracy and consiscency
and liave subnlitted two copies of plaiLs and (1) bound drainage report.
Uckalatv 1:0/Mav95 1
~ I uizderstand that the requirements not( ; ,)ve are the minimum requirements necessai perform a cursory review of the project
plans, and that additional information sh.,~d be included wich this submittal a's necessary.
I understand that this submittal will be checked for completeness prior to review, and that it will be retuined for fiu-ther information
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information
has been submitted.
Form completed by the responsible Engineer:
Company: .
Address:
Zip code
Date:
FUR SPUKANE (:UUNTY USE UNLY
SUBMITTAL: Accepted for review.
Recurued for submittal of the following:
GENERAL ITEM # : PROJECT DESIGN # :
RESUBMITTAL ITEM
Form recurned to:
Company: ,
Address:
Date:
By: ,
Spokane County Fublic Works Development Services
Uckplatv I.OJMay95 2
~
~v .
_
~
M , ` .
- SPO ~OLJ~vfiY I]N~`ERIM ROA~--xk DRAINAGE
SUBMITTAL CHECKLIST
PROJECT # L,414 F DATE: -31 '1k,
PROJECT NAME:
PR03ECT SPONSOR: -PAin~Ftc, 1kY, TE~006a44'2-310
PROJECT ENGINEER: UA PPL ~ F E• TpT se 4S-8-6940
(Road & Drainage Plans) L
PROJECT SURVEYOR: TELi (oO40
(Ptac)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWIlVG I'I'EMS.
GENERAL ITEMS
Y,,12r',oONr.0 1. A signed "AGREEMENT TO PAY FEFS" form has been submitted to Spokaae County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
YeSE(NoOH/,►❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporated in this plan submittal.
. PROJECT DFSIGN
YCANoaN/All 1. I have completed a minimum of one pre-design meeting witti Spokane County Development Engineeri.ng
Services Engineers whereo agreement was reached on drainage design approach. .
YeSONoCIwA❑ 2. I liave included the results of any geotechnical testing that is required by the design approach to verify design
parameters.
YesffNo11N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOK:ANE COiJNTY S"TANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest ediaon.
Ytlt=JNa0N/A❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requirements for plan, profile, and
typical cross section elements contained in"SPOK;ANE COUN'I'Y STANDARDS F4R ROAD AND SEWER
CONSTRUCTION" latest edition except as allowed through approved design deviations.
YC53No0N/A❑ 5. The drainage report incoiporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which are appropriate to demonstrate that the design meets all requirements of the Spokane
County Guidelines for Stormwater Management except as allov# through approved design deviations.
veSUxo❑N/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
. hydrology c,alculations. Drainage basin map shows topograph, proposed drainage feawres, and correlates with
hydrology calculations. .
YeS1=THoONrA❑ 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
YCS0r,o❑NtAEr,*,8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project.
YeSBONo❑N/A❑ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
YesL-7r,90N/A0 10. I have included an adequate erosion control plan aad applicable standard plan notes.
Ye,tJKoON/A❑ 11. I have secured approvals from all applicable outside agencies such as fire d.istricts where applicable and have
included proof of their approvals..
YaUN,ON/A❑ 12. I have provided an acceptable means for perpetual maintenan:ce of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
YesL7noOr„A❑ 13. I have reviewed the plans, calculations and odier submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
Uckplatv 1.0lMay95 1
I°,n y~erstand that the requirements above aze the minimum requirements nec~~ to perform a cursory review of the project
and that add.itional informati~~ ~'uld be included with this submittal as nece.~
lans,
P
t
~1;1understand that this submittal will be checked for completeness prior to review, and that it will be returned for further information
if it is, foundl to be incomplete.
I undeistand that this submittal will not be aocepted for ceview (and placed on the review list) until all required infornnation has
- been submitted. Form completed by the responsible Engineer:
Company: ':I:IJI-,.'~J~)
Address: w . ~lr,,"C~ Z1~ ~K~1-~E : Ll~A "~`iZ44
Zip code
Date: FOR SPOK:ANE COUN'I'Y USE ONLY
SUBMIT'TAL: Accepted for review.
Returned for submittal of the following:
GENERAL ITEM #
PROJECT DESIGN'
RESUBMITTAL ITEM " Form retuined to: '
Company: '
Address: '
Date: '
By: .
Spokane County Public Works Development Services Uckplatv 1.0/May95 2
b
f
/
Spokane County Staff Review Checklist
for
Pre-Submittal Meeting
Project Na.me: RIbUAZ.V, Project Number: P14-14 F
Project Sponsor: ?Akfic
Sponsor's Engineer:
Design
Firm: Engineer:
Meeting Date: Meeting Time:
County Staff Present at Meeting: EbOther Meeting Attendees:
w;c 1-wAm fvo-
name/represernting oame/representing
:A6,hO UwPW 1 .T. P•V
name/representing name/representing
The Following Items need to be Discussed w/ the Design Engineer
General Items
1. List any special requirements listed in the Conditions of Approval, EIS, or IVIDNS.
description reference
description reference
description reference
description reference
description reference _
2. Give Standard Notes to the Design Engineer. Identify which Special Notes will apply, if any.
~ J\
;
A4P
.
GI Zc~ ~r
Road Plans
1. Road Classifications and Design Criteria.
#1 #2 #3 •#4
Street Name
Classification
Roadway Width, W
Mnimum right-of-way width
see note (1)
Min. Horiz. Curve w/ super
Min. Horiz. Curve w/o super
General Land Slope/Terrain
Design Speed, mph 45
Curb Type & Clear Zone
(see Sec. 3.15)
Sidewalk required? (yes/no) yc%S
Note (1) Additional right-of-way may be given by the Sponsor.
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2. According to the Design Engineer, what is the maximum number of units which will have
access from a single roadway? < 50 . What is the max. allowed per Sec.1.03? 50
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3. Minimum intersection spacing is 300' for along a Pnncipal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Loca1 Access street. What spacing is provided for this project?
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4. Are any off-site slope easements needed, or off-site right-of-way acquisition needed? If so,
des 'be.
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5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.)
Street Name Turn-around Type Location
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6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfacing requirment$ dQes the Design Engineer propose to
use (i.e. AASHTO Design Method, R-value0tounty thickness ta le, or other ?
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b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design ReportFormat &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
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Storm Drainage
1. Basin Map
a) Did the Design Engineer bring to the meeting a basin map? . If so, does the basin
map show topography and suffcient information to be useful. II69 .
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b) Does the basin map depict any contributing off-site runoff flowing onto the property?7~ F-,O*
Does it appear to be correct? qbS . If not, explain.
c) Is a site visit needed to verify the basin limits? W Schedule for: .
2. Is the site located within the Aquifer Sensitive Area (ASA)? ~ . What type of water
quality treatment is proposed by the Design Engineer?, ~ cl^#rtft~cr"
3. What subsurface investigations, if any, are needed with this project to make sure the
proposed disposal process will function as planned.
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4. Are there downstream conditions which will affect the design of drainage facilities. If so
describe possible mitigative measures.
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5. Is maintenance access provided to each `208' swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
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6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this.
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7. Are Erosion Control Measures required with this project. If so, briefly describe applicable
requirementsr`u/
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Note: Provide a copy of this completed document to the Design Engineer at the end of the pre-
design meeh'ng.
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