Csokas Partition1. COVER SHEET
SHEET INDEX
SITE
PLANNING/ENGINEERING/SURVEY
PIONEER DESIGN GROUP, INC.
9020 SW WASHINGTON SQ RD, SUITE 170
PORTLAND, OR 97223
PHONE (503) 643-8286
CONTACT: BRENT FITCH
APPLICANT/ OWNER
N.T.S.
VICINITY MAP
SITE ADDRESS
BENCHMARK
SITE INFORMATION
TOTAL AREA:0.75 ACRES
LOCATION:2S1 04AC
TAX LOT:300
ZONING:R-4.5
13230 SW WALNUT ST., TIGARD, OREGON
TAMAS JAKO AND HEIDI CSOKAS
21271 SW ROCK RD.
ALOHA, OR 97003
CONTACT: HEIDI CSOKAS
CITY OF TIGARD BENCH MARK NO.244. LOCATED AT THE
NORTHWEST CORNER OF SW WALNUT ST. AND SW 132ND AVE.
IN CURB 25 FEET NORTH OF CURB P.C.
ELEVATION: 264.58'
P r o j e c t
N o .
R e v i e w e d
b y
D
r a w
n
b y
V e r t
.
S c a l e :
D
e s i g n e
d
b y
R E F .
D a t e
D a t e
D a t e
H
o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
2. GENERAL NOTES
3. EXISTING CONDITIONS AND DEMOLITION PLAN
4. PROPOSED GRADING AND EROSION CONTROL PLAN
5. STREET SECTIONS AND CURB RETURN
6. WALNUT STREET PLAN AND PROFILE
7. SW 132ND AVE / SDLN-01 PLAN AND PROFILE
C O V E R
S H E E T
1
8. SANITARY SEWER AND WATERLINE PLAN AND PROFILE
9. CITY OF TIGARD DETAILS
10. CLEAN WATER SERVICES DETAILS
11. CLEAN WATER SERVICES DETAILS
LIGHTING ENGINEER
R&W ENGINEERING, INC.
9615 SW ALLEN BLVD., SUITE 107
BEAVERTON, OR 97005
PHONE (503) 292-6000
CONTACT: DENNIS HALL
GEOTECH ENGINEER
GEOPACIFIC ENGINEERING INC.
14835 SW 72ND AVE.
PORTLAND, OR 97224
PHONE (503) 598-8445
CONTACT: BEN COOK
WATER - CITY OF TIGARD
SEWER - CITY OF TIGARD
STORM - CITY OF TIGARD
GAS - NORTHWEST NATURAL GAS
ELECTRIC - PORTLAND GENERAL ELECTRIC
TELE - FRONTIER
CABLE TV - COMCAST
UTILITY COMPANIES
REPAIR EMERGENCIES
LOCATES (48 HOURS NOTICE REQUIRED)
THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN THAT NO
UTILITY INFRASTRUCTURE IS DESIGNED TO BE WITHIN ONE (1)
FOOT OF A SURVEY MONUMENT LOCATION SHOWN ON A
SUBDIVISION OR PARTITION PLAT. NO DESIGN EXCEPTIONS
NOR FINAL FIELD LOCATION CHANGES SHALL BE PERMITTED
IF THAT CHANGE WOULD CAUSE ANY UTILITY
INFRASTRUCTURE TO BE PLACED WITHIN THE PROHIBITED
AREA.
ONSITE = 19,700 SF
OFFSITE = 7,600 SF
TOTAL DISTURBED AREA = 27,300 SF (0.63 AC)
DISTURBED AREA
(ONSITE & OFFSITE)
PUBLIC ROADS = 3,876 SF
PRIVATE ROADS = 0 SF
PRIVATE PROPERTY = 7,920 SF
SIDEWALK = 376 SF
TOTAL NEW = 12,172 SF (0.28 AC)
IMPERVIOUS
IMPERVIOUS AREA
13230 SW WALNUT STREET, TIGARD, OR 97223
T2S R1W SEC. 04AC, TAX LOT 300
WASHINGTON COUNTY, OREGON
A 3 LOT MINOR LAND PARTITION
CSOKAS PARTITION
LANDSCAPE ARCHITECT
PERCIVAL-LANDSCAPE ARCHITECTURE
2863 SE WAVERLEIGH BLVD.
PORTLAND, OR 97202
PHONE (503) 231-0100
CONTACT: JOE PERCIVAL
E1.0 SITE PLAN - PHOTOMETRICS
L1 TREE PRESERVATION AND REMOVAL PLAN
L2 TREE CANOPY PLAN / PLANTING PLAN
ARBORIST
MORGAN HOLEN & ASSOCIATES
3 MONROE PARKWAY, SUITE P 220
LAKE OSWEGO, OR 97035
PHONE (971) 409-9354
CONTACT: MORGAN HOLEN
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
G E N E R A L
N O T E S
2
INSPECTIONS NOTE
INSPECTIONS CHECKLIST
EXISTING
HOUSE TO BE
REMOVED
EXISTING
WALL TO BE
REMOVED
EXISTING
WALLS TO BE
REMOVED
PROTECT EXISTING
WATER METER FOR
USE LATER
MANHOLE TO BE
REMOVED WITH STORM
IMPROVEMENTS
AREA DRAIN TO
BE REMOVED
WITH STORM
IMPROVEMENTS
T RA CT A
1
2
3
4
5
"H I L L S I D E
S W W A L N U T S T R E E T
S
W
1
3
2
N
D
A
V
E
N
U
E
4 0 .0 0 '
3 0 .0 0 '
20.00'
5023
5027
5028
5031
5' CHAINLINK
FENCE
4' WIRE
FENCE
4.3' EAST
4.6' EAST
4' WOODEN
FENCE
EXISTING
HOUSE
61.54'S88°39'12"E
130.90'
S88°39'12"E
L =8 9 .5 4 '
CONCRETE BLOCK
WALL
C U R B
25.00'
BOOK 1103, PAGE 601
32,665 SF
5497
5499
5513
5521
5528
5557
5558
5559
5560
STONE
WALL
ROCK
WALLS
STORM SEWER
MANHOLE
RIM = 288.28'
12" IE IN S = 282.58'
12" IE OUT NW = 282.38'
STORM SEWER
MANHOLE
RIM = 271.85'
12" IE IN SE = 266.65'
18" IE OUT E = 262.85'
STORM SEWER
MANHOLE
RIM = 273.37'
12" IE IN W = 269.47'
12" IE OUT E = 269.27'
STORM SEWER
MANHOLE
RIM = 275.12'
SUMP = 265.42'
STORM SEWER
CATCH BASIN
RIM = 287.79'
12" IE IN S = 281.69'
12" IE OUT E = 281.59'
STORM SEWER
CATCH BASIN
RIM = 280.82'
12" IE IN W = 275.92'
12" IE OUT E = 272.82'
STORM SEWER
CURB INLET
RIM = 275.49'
12" IE IN E = 271.89'
12" IE OUT S = 271.59'
SUMP = 271.39'
STORM SEWER
CURB INLET
RIM = 274.52'
12" IE OUT W = 270.82'
SUMP = 270.22'
STORM SEWER
CATCH BASIN
RIM = 271.22'
12" IE IN W = 268.12'
12" IE OUT N = 267.92'STORM SEWER
AREA DRAIN
RIM = 270.62'
16" IE = 268.78'
STORM SEWER
CULVERT
16" IE S = 278.80'
STORM SEWER
CATCH BASIN
RIM = 292.95'
16" IE IN S = 289.85'
12" IE OUT N = 289.75'
STORM SEWER
CATCH BASIN
RIM = 291.96'
12" IE OUT W = 289.96'
SANITARY SEWER
MANHOLE
RIM = 290.98'
IE IN W = 280.08'
IE OUT E = 279.88'
SANITARY SEWER
MANHOLE
RIM = 284.63'
IE IN W = 273.73'
IE OUT E = 273.53'
SANITARY SEWER
MANHOLE
RIM = 269.95'
IE IN N, S, W = 257.05'
IE OUT E = 256.85'
SANITARY SEWER
MANHOLE
RIM = 283.25'
IE IN S = 271.35'
IE OUT N = 271.15'
NW NATURAL
VAULT BOLLARD (TYP.)
SIGN
"STOP"
SIGN
"SPEED"
SIGN
"STOP"
E S T A T E S "
0.80
WEST
0.90
NORTH
CURB ON
PROPERTY LINE
2 1 .0 0 '
DOCUMENT NO. 90-56061
2 6 .3 %
1 3 .0 %4 .3 %
2 3 .8 %
2 1 .2 %
1 4 .3 %
7 .4 %
5989
5991
5992
5994
20.00'
25.00'
N 0 0 °4 3 '1 9 "E
2 0 6 .0 3 '
B A S I S
O F
B E A R I N G S
(H I L L S I D E
E S T A T E S )
S
4
3°5
8'4
2"E
2
1.4
9'
S 8 7 °5 3 '1 9 "W
1 6 5 .9 4 'FD. 1/2" IP
HELD FOR SOUTH LINE
N87°53'19"E, 3.52' FROM CORNER
1 1 8 .3 5 '
(1 2 0 ')(D )
87°10'00"
(SN 12128)
N 0 0 °4 4 '0 3 "E
1 7 4 .2 9 '
STORM SEWER
MANHOLE
RIM = 264.72
18" IE IN W = 259.08
24" IE OUT N = 258.98
STORM SEWER
MANHOLE
RIM = 265.00
STORM SEWER
MANHOLE
RIM = 264.47
STORM SEWER
CATCH BASIN
RIM = 263.51
12" IE OUT N = 259.6315996
C H K -1 0 7
1 5 9 9 7
C H K -1 0 8
0.37' W
0.54' W
RELOCATE
EXIST SPEED
SIGN
CULVERT TO BE CUT BACK TO
PROPERTY BOUNDARY AND
FILLED WITH CONCRETE AT
TIME OF STORM
IMPROVEMENTS
GAS STANDPIPE TO BE
RELOCATED, CONTRACTOR TO
COORDINATE WITH GAS
COMPANY.
P r o j e c t
N o .
R e v i e w e d
b y
D r a w
n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
E X I S T I N G
C O N D I T I O N S
A N D
D E M O L I T I O N
P L A N
3
5007 FI 14"
5008 FI 32"
5009 FI 20"
5010 FI 30"
5011 FI 12"
5012 FI 8"
5013 FI 8"
5014 FI 8"
5015 FI 16"
5021 FI 12"
5022 FI 12"
5023 MA 18"
5027 AL 6"
5028 AL 6"
5029 FI 42"
5030 FI 22"
5031 MA 8"
5035 FI 46"
5041 FI 36"
5042 FI 30"
5043 FI 30"
5485 CE 32"
5486 CE 12"
5487 FI 14"
5494 FI 22"
5495 FI 26"
5496 FI 36"
5497 DE 14"
5499 DE 28"
5500 FI 36"
5501 FI 32"
5511 FI 32"
5512 FI 30"
5513 DE 10"
5521 DE 10"
5525 FI 38"
5528 DE 14"
5542 FI 36"
5543 FI 20"
5552 FI 22"
5553 FI 20"
5554 FI 12"
5555 FI 10"
5556 CE 10"
5557 HO 10"
5558 DE 16"
5559 DE 8"
5560 DE 10"
5989 CH 14"
5990 FI 20"
5991 CH 8"
5992 AL 13"
5993 PI 6"
5994 CH 5", 2x7"
5995 FI 16"
NUMBER TYPE DBHI NUMBER TYPE DBHI
EXISTING TREE TABLE
LEGEND
- EXISTING BUILDING
- COMMUNICATIONS LINE
- 1' CONTOUR
- 5' CONTOUR
- EVERGREEN TREE
- FENCE AS NOTED
- WATER METER
- RIGHT-OF-WAY LINE
- LOT LINE
- EXISTING ASPHALT PAVEMENT
- EXISTING CONCRETE
- DECIDUOUS TREE
- WATER METER
- UTILITY POLE WITH ANCHOR
- SANITARY MANHOLE
- WATER VALVE
- FIRE HYDRANT
- STORM DRAINAGE LINE
- SANITARY SEWER LINE
- GAS LINE
- WATER LINE
- STORM MANHOLE
- MAILBOX
- RIGHT-OF-WAY CENTERLINE
- AREA DRAIN/CATCH BASIN
- BOUNDARY LINE OF SUBJECT PARCEL
- COMMUNICATION PEDESTAL
- WALL AS NOTED
275
276
- FENCE AS NOTED
3.6%- EXISTING SLOPE DIRECTION
- EVERGREEN TREE TO BE REMOVED
- DECIDUOUS TREE TO BE REMOVED
- TREE PROTECTIVE FENCING
- CONSTRUCTION ENTRANCE
S W W A L N U T S T R E E T
S
W
1
3
2
N
D
A
V
E
N
U
E
C U R B
NW NATURAL
VAULT BOLLARD (TYP.)
1
2
3
277.0 TW
274.0 FG
275.0 TW
273.0 FG
277.8 TW
276.0 EG
278.0 TW
277.0 FG
278.3 TW
278.0 FG
279.0 TW
278.7 FG
280.0 TW
279.0 FG
276.0 TW
273.0 FG
VISION
TRIANGLE
277.3 TW
275.0 FG
274.0 TW
273.0 FG
300.0 TW
294.0 FG
299.0 TW
294.0 FG
294.0 TW
293.0 FG
294.0 TW
294.0 FG
294.0 TW
292.0 FG
294.0 TW
291.0 FG
294.0 TW
290.0 FG
300.0 TW
297.0 FG
300.0 TW
297.0 FG300.0 TW
296.0 EG 300.0 TW
295.0 FG
300.0 TW
294.0 FG
300.0 TW
294.0 FG
293.0 TW
289.0 FG
293.0 TW
290.0 FG
293.0 TW
291.0 FG
289.0 TW
288.5 FG
290.0 TW
288.5 FG
291.0 TW
288.5 FG
292.0 TW
288.5 FG
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
P R O P O S E D
G R A D I N G
A N D
E R O S I O N
C O N T R O L
P L A N
4
LEGEND:
- EXISTING CONIFEROUS TREE
- EXISTING DECIDUOUS TREE
- EXISTING STORM CULVERT
247.0 TW
241.0 EG
WALL CONSTRUCTION NOTES:
1. WALLS INSIDE THE VISION TRIANGLE CAN NOT BE MORE THAN 3 FEET TALL.
2. ROCKERY WALLS ARE LANDSCAPE WALLS ONLY, NOT DESIGNED TO SUPPORT BUILDING OR ROAD SURCHARGE.
SWWALNUTSTREET
S W 1 3 2 N D A V E N U E
CURB 123
2
8
0
0
+
0
0
2
7
9
2
7
8
2
7
7
2
7
6
2
7
5
2
7
4
2
7
3
2
7
2
2
7
1
2
7
0
2
6
9
2
8
0
2
7
9
2
7
8
2
7
7
2
7
6
2
7
5
2
7
4
2
7
3
2
7
2
2
7
1
2
7
0
2
6
9
0
+
1
0
0
+
2
0
0
+
3
0
0
+
4
0
0
+
5
0
C
U
R
B
R
A
M
P
T
O
P
O
F
C
U
R
B
E
X
I
S
T
G
R
O
U
N
D
PC TC
EL=274.56
1/4 TC
EL=273.27
1/2 TC
EL=272.45
3/4 TC
EL=271.94
PT TC
EL=272.17
PVI STA = 0+11.70
PVI ELEV = 273.27
-
1
1
.
0
0
%
PVI STA = 0+21.49
PVI ELEV = 272.53
-
7
.
5
9
%
PVI STA = 0+25.45
PVI ELEV = 272.41
-
2
.
0
%
1
8
.
0
0
'
V
C
K
=
1
.
3
0
A
.
D
.
=
1
3
.
8
4
P
V
I
E
L
E
V
=
2
7
1
.
5
9
P
V
I
S
T
A
=
0
+
3
7
.
8
0
L
O
W
P
O
I
N
T
S
T
A
=
0
+
3
8
.
4
0
L
O
W
P
O
I
N
T
E
L
E
V
=
2
7
1
.
9
0
BVCS: 0+28.80
BVCE: 272.25
EVCS: 0+46.80
EVCE: 272.17
-
5
.
9
7
%
PVI STA = 0+46.80
PVI ELEV = 272.17
7
.
4
6
%
0
+
0
0
0+46.80
0
+
1
0
0
+
2
0
0
+
3
0
0
+
4
0
T
C
=
2
7
2
.
4
9
B
C
=
2
7
2
.
0
3
T
C
=
2
7
2
.
4
5
B
C
=
2
7
1
.
9
5
2
%
S
=
2
7
3
.
0
0
S
=
2
7
2
.
4
0
2
.
0
%
SW 132ND AVE.
S
W
W
A
L
N
U
T
S
T
.
8
.3
%
S
=
2
7
6
.
9
9
T
C
=
2
7
5
.
1
2
±
T
C
=
2
7
2
.
6
2
S
=
2
7
2
.
3
4
T
C
=
2
7
2
.
2
8
S
=
2
7
2
.
2
7
T
C
=
2
7
3
.
4
1
S
=
2
7
3
.
0
4
T
C
=
2
7
4
.
0
0
S
=
2
7
3
.
1
8
T
C
=
2
7
5
.
0
5
S
=
2
7
4
.
2
9
T
C
=
2
7
7
.
0
5
8
.
0
%
1
5
.
7
%
2%
E
X
I
S
T
S
L
O
P
E
1
2
%
±
S
=
2
7
3
.
0
8
Project No.
Reviewed by
Drawn by
Vert. Scale:
Designed by
REF.
Date
Date
Date
Horiz. Scale:PIONEER DESIGN GROUP,INC.
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND,OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.comCSOKAS PARTITION
CITY OF TIGARD, OREGON
C
S
O
K
A
S
P
A
R
T
I
T
I
O
N
9
9
9
-
1
7
8
E
N
G
I
N
E
E
R
I
N
G
1
1
STREET SECTIONS AND CURB RETURN
5
C
U
R
B
R
E
T
U
R
N
-
P
L
A
N
S
C
A
L
E
:
H
:
1
"
=
1
0
'
C
U
R
B
R
E
T
U
R
N
-
P
R
O
F
I
L
E
S
C
A
L
E
:
H
:
1
"
=
1
0
'
V
:
1
"
=
2
'
1
2
"
O
F
C
O
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
S
O
I
L
S
A
P
P
R
O
V
E
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A
T
I
V
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O
R
9
5
%
O
F
S
T
A
N
D
A
R
D
P
R
O
C
T
O
R
2
"
O
F
3
4
"
-
0
"
C
R
U
S
H
E
D
R
O
C
K
8
"
O
F
1
-
1
2
"
-
0
"
C
R
U
S
H
E
D
R
O
C
K
C
O
M
P
A
C
T
E
D
T
O
9
5
%
O
F
M
O
D
I
F
I
E
D
P
R
O
C
T
O
R
A
A
S
H
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-
1
8
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-
1
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2
"
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"
D
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M
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9
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O
F
R
I
C
E
D
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N
S
I
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A
A
S
H
T
O
T
-
2
0
9
C
O
N
C
R
E
T
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C
U
R
B
A
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D
G
U
T
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R
5
'
T
Y
P
I
C
A
L
L
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T
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W
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D
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.
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P
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P
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O
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C
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O
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'
SITEPLANSCALE:H:1"=20'
260
270
280
290
10+0011+0012+0013+00
9.0
0
%
4.46%
190.00' VC
K = 41.83
A.D. = -4.54
PVI ELEV = 288.43
PVI STA = 11+98.78
B V C S :
1 1 +0 3 .7 8
B V C E :
2 7 9 .8 8
E V C S :
1 2 +9 3 .7 8
E V C E :
2 9 2 .6 7
12+50 11+50 10+50
265
275
285
260
270
280
290
265
275
285
EXIST SDMH
STA 10+21.24, 22.1' LT (WALNUT)
STA 1+00.00, 0.00' RT (SDLN-1)
RIM EL=271.91
EXIST 12" IE IN (SE)=266.65 (TO BE REMOVED / PLUGGED)
12" IE IN(S)=263.68
EXIST 18" IE OUT (E)=262.76
EXIST 18"STM SEWS=0.0257
S T A
1 1 +8 1 .4 2
P
R O J E C T
B O U N D A R Y
S T A
1 0 +5 0 .5 4
E N D
C U R B /S I D E W A L K
I M P R O V E M E N T S
EXIST ROAD CL GRADE
S W W A L N U T S T R E E T
9+7510+0011+00
12+00
13+00
1 0 +0 0
P r o j e c t
N o .
R e v i e w e d
b y
D r a w
n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
W A L N U T
S T R E E T
P L A N
A N D
P R O F I L E
6
SW WALNUT STREET (PUBLIC) - PLAN
SCALE: H: 1" = 20'
SW WALNUT STREET (PUBLIC) - PROFILE
SCALE: H: 1" = 20' V: 1"= 2'
PROPOSED AC PAVEMENT
PROPOSED SIDEWALK BY HOMEBUILDER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED EASEMENT LINE
PROPOSED SIDEWALK BY DEVELOPER
PROPOSED LOT LINE
BOUNDARY LINE
PROPOSED CURB AND GUTTER
PROPOSED ROCKERY RETAINING WALL
EXISTING SIDEWALK
EXISTING AC PAVEMENT
PROPOSED DRIVEWAY
PROPOSED STORM LINE AND MANHOLE
PROPOSED SAWCUT LINE
PROPOSED CURB INLET
LEGEND
S D C B -0 1 C 1
(I N S T A L L
A R E A
D R A I N
O V E R
E X I S T
S T O R M
L I N E )
-
#0 4 A 2 8 2 C
S T A
3 +2 1 .0 2 ,
0 .0 0
R T
(S D L N -1 )
S T A
1 2 +4 1 .1 3 ,
1 8 .2 5 'R T
(1 3 2 N D )
R I M =2 8 6 .4 4
E X I S T
1 2 "
I E
I N
(S )=2 8 2 .2 2
1 2 "
I E
O U T
(N )=2 8 2 .0 3
EXIST 8"
WATERLINE
CLASS 'B' BACKFILL
260
270
280
290
10+00 11+00 12+00
265
275
285
10+50 11+50
270
280
275
285
265
SEE CATCH BASIN
TABLE FOR PIPE INFO
STA 12+19.19
PROJECT BOUNDARY
STA 12+14.26
END FULL HALF STREET
IMPROVEMENTS
STA 12+17.19
END SIDEWALK
IMPROVEMENTS
EXIST ROAD CL GRADE20.00' VC
K = 2.54
A.D. = 7.86
PVI ELEV = 270.31
PVI STA = 10+26.64
LOW POINT STA = 10+17.65
LOW POINT ELEV = 270.35
B V C S :
1 0 +1 6 .6 4
B V C E :
2 7 0 .3 5
E V C S :
1 0 +3 6 .6 4
E V C E :
2 7 1 .0 6
-0.40%
P V I
S T A
=
1 0 +9 6 .3 2
P V I
E L E V
=
2 7 5 .5 1
7 .4 6 %
P V I
S T A
=
1 1 +2 2 .3 0
P V I
E L E V
=
2 7 7 .4 1
7 .3 1 %
P V I
S T A
=
1 1 +4 6 .4 6
P
V I
E L E V
=
2 7 9 .2 0
7 .4 1 %
P V I
S T A
=
1 1 +7 2 .1 0
P V I
E L E V
=
2 8 1 .1 1
7 .4 5 %
7 .5 4 %
EXIST SDMH - #04A218
STA 1+00.00, 0.00'RT (SDLN-1)
RIM=271.91
EXIST 12" IE IN (SE)=266.65 (TO BE REMOVED / PLUGGED)
12" IE IN (S)=263.68
EXIST 18" IE OUT (E)=262.76
SDCB 01C1 - CG-48 MANHOLE - #04A283C
STA 1+29.52, 0.00'RT (SDLN-1)
RIM=272.14
12" IE IN (S)=267.84
12" IE OUT (N)=266.97
1 9 1 .5 0 L .F .1 2 "P V C C 9 0 0 S T M S E W S =0 .0 7 4 1
29.52 LF
12" PVC D3034 STM SEW
S=0.1115
LOT 1
SANITARY LATERAL
LOT 2
SANITARY LATERAL
LOT 3
SANITARY LATERAL
6" GAS LINE
PROPOSED GRADE
OVER STORM PIPE,
TYP
#04A283T05
13+00 14+0013+50 14+50
280
290
300
285
295
280
290
285
295
E
X I S T
A R E A
D R A I N
S T A
1 3 +2 9 .7 6 ,
1 8 .5 'R T
(1 3 2 N D )
R
I M =
2 9 2 .9 5
1 2 "
I E
I N
(S )=2 8 9 .8 5
1 2 "
I E
O U T
(N )=2 8 9 .7 5
E
X I S T
A R E A
D R A I N
S T A
1 4 +5 8 .3 4
(1 3 2 N D )
R
I M =
2 9 8 .5 5
1 2 "
I E
I N
(E )=2 9 4 .3 5
1 2 "
I E
I N
(S )=2 9 4 .2 5
1 2 "
I E
O U T
(N )=2 9 4 .0 5
P r o j e c t
N o .
R e v
i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i
z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
S W
1 3 2 N D
A V E
/
S D L N -0 1
/
S D L N -C B
P L A N
A N D
P R O F I L E
7
SW 132ND AVE AND SDLN-01 (PUBLIC) - PLAN
SCALE: H: 1" = 20'
SW 132ND AVE AND SDLN-01 (PUBLIC) - PROFILE
SCALE: H: 1" = 20' V: 1"= 2'
PROPOSED AC PAVEMENT
PROPOSED SIDEWALK BY HOMEBUILDER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED EASEMENT LINE
PROPOSED SIDEWALK BY DEVELOPER
PROPOSED LOT LINE
BOUNDARY LINE
PROPOSED CURB AND GUTTER
PROPOSED ROCKERY RETAINING WALL
EXISTING SIDEWALK
EXISTING AC PAVEMENT
PROPOSED STORM LINE AND MANHOLE
PROPOSED SAWCUT LINE
PROPOSED CURB INLET
LEGEND
M A T C H L I N E
-
S E E
R I G H T
M A T C H L I N E
-
S E E
L E F T
PROPOSED AREA DRAIN
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
S A N I T A R Y
S E W E R
A N D
W A T E R L I N E
P L A N
A N D
P R O F I L E
8
SANITARY SEWER - PLAN
SCALE: H: 1" = 20'
PROPOSED AC PAVEMENT
PROPOSED SIDEWALK BY HOMEBUILDER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED EASEMENT LINE
PROPOSED SIDEWALK BY DEVELOPER
PROPOSED LOT LINE
BOUNDARY LINE
PROPOSED CURB AND GUTTER
PROPOSED ROCKERY RETAINING WALL
EXISTING SIDEWALK
EXISTING AC PAVEMENT
PROPOSED STORM LINE AND MANHOLE
PROPOSED SAWCUT LINE
PROPOSED CURB INLET
LEGEND
PROPOSED AREA DRAIN
RELOCATE EXISTING FIRE HYDRANT TO BEHND NEW
SIDEWALK, SEE COT DETAIL 542.
PROTECT EXISTING WATER METER. EXISTING METER TO
SERVICE LOT 1.
CONTRACTOR TO INSTALL WATER SERVICE AND
COORDINATE WITH TIGARD WATER DEPARTMENT, TYP,
SEE COT DETAIL 520.
INSTALL SANITARY SERVICE LATERAL, TYP.
SANITARY SEWER - PLAN
SCALE: H: 1" = 20' V: 1"=4'
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
C I T Y
O F
T I G A R D
D E T A I L S
9
FOR
REFERENCE
ONLY
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
C L E A N
W A T E R
S E R V I C E S
D E T A I L S
10
P r o j e c t
N o .
R e v i e w e d
b y
D r a w n
b y
V e r t .
S c a l e :
D e s i g n e d
b y
R E F .
D a t e
D a t e
D a t e
H o r i z .
S c a l e :
P I O N E E R
D E S I G N
G R O U P ,
I N C .
9 0 2 0
S W
W A S H I N G T O N
S Q U A R E
R D .
S U I T E
1 7 0
P O R T L A N D ,
O R E G O N
9 7 2 2 3
p
5 0 3 .6 4 3 .8 2 8 6
f
8 4 4 .7 1 5 .4 7 4 3
w w w .p d -g r p .c o m
C S O K A S
P A R T I T I O N
C I T Y
O F
T I G A R D ,
O R E G O N
CSOKAS PARTITION
999-178
ENGINEERING
11
C L E A N
W A T E R
S E R V I C E S
D E T A I L S
11
Morgan Holen
ISA Board Certified Master Arborist, PN-6145A
ISA Tree Risk Assessment Qualified
Date: September 27, 2016
Morgan Holen
ISA Board Certified Master Arborist, PN-6145A
ISA Tree Risk Assessment Qualified
Date: September 27, 2016