HomeMy WebLinkAboutTigard Hampton Inn & SuitesEXTG HOUSE
EXTG HOUSE
EXTG HOUSE
EXTG HOUSE
EXTG HOUSE
GARAGE
SH
E
D
EXTG HOUSE
EXTG HOUSE
EXTG HOUSE
VAN
➤➤➤➤➤➤➤➤➤➤➤➤➤
SW 69TH AVENUE
SW 70TH AVENUE
SW
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HAMPTON INN & SUITES
SW
B
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Y
L
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S
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TAX LOT 2000
1S-1-36DD
TAX LOT 1900
1S-1-36DD
TAX LOT
2700
TAX LOT
2800 TAX LOT
2900
TAX LOT
3100
TAX LOT
3500
TAX LOT
3503
TAX LOT
7001
TAX LOT
6900
TAX LOT
2600
STORMWATER DITCH
(NO-WORK ZONE)
S.
W
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6
7
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IN
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S.W. DARTMOUTH STREET
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W
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7
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A
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E
SUBJECT
PROPERTY
S.W. CLINTON STREET
S.W. BAYLOR STREET
NEW SITE DATA:
WATER SERVICE:
SANITARY SEWER SERVICE:
STORM WATER DRAINAGE:
ELECTRICAL SERVICE:
BUILDING SETBACKS:
BUILDING HEIGHT:
SOLID WASTE STORAGE PROVIDED:
TUALATIN VALLEY WATER DISTRICT
CITY OF TIGARD
CITY OF TIGARD
PORTLAND GENERAL ELECTRIC
PER SITE COVENANT REQUIREMENTS
PER CITY OF TIGARD STANDARDS
347 S.F.
80,703 S.F.
24,324 S.F.
46,884 S.F.
9,495 S.F.
121
EXTENTS OF PROJECT:
FOOTPRINT:
ON-SITE IMPERVIOUS AREA:
ON-SITE PERVIOUS AREA:
ON-SITE PARKING STALLS:
SITE SUMMARY:
PARCEL #S:
EXTENTS OF SITE:
AREA OF DISTURBANCE:
ZONING DISTRICT:
QUARTER SECTION:
LATITUDE AND LONGITUDE:
1S136DD02100, 1S136DD02200, 1S136DD02300,
1S136DD02400,1S136DD02500
80,703 SF/1.85 ACRES
126,823 SF/2.91 ACRES
MUE (MIXED USE EMPLOYMENT)
SE 14 OF SECTION 36, T1S, R1W, W.M.
45°26'6.80"N, 122°44'53.81"
CIVIL ENGINEER:APPLICANT/PROPERTY OWNER:
GENERAL INFORMATION:
ARCHITECT:
HILL ARCHITECTS
ATTN: LLOYD HILL, AIA
1750 BANKENSHIP ROAD
WEST LINN, OREGON 97068
PH: 503.305.8033
EMAIL: lloyd@hillarchitects.com
DVKOCR, LLC.
ATTN: ALKESH PATEL
1419 W MAIN STREET # 114
BATTLE GROUND, WA 98604
PH: 360.687.8881
EMAIL: alkesh@trupadi.com
PBS ENGINEERING + ENVIRONMENTAL
ATTN: MAUREEN WHITE, P.E.
4412 SW CORBETT AVENUE
PORTLAND, OR 97239
PH: 360.367-1085
EMAIL: maureen.white@pbsusa.com
SURVEYOR:
NORTHWEST SURVEYING
ATTN: CLINT STUBBS, PLS
1815 NW 169TH PLACE, SUITE 2090
BEAVERTON, OREGON 97006
PH: 503.848.2127
EMAIL: clint@nwsrvy.com
MEP ENGINEER:
ROBISON ENGINEERING
ATTN: PAUL ROBISON
19401 40TH AVENUE W, SUITE 302
LYNWOOD, WASHINGTON 98036
PH: 206.364.3343
EMAIL: probison@robisonengineering.com
SCALE: NONE
SITE VICINITY MAP
Know what's below.
before you dig.Call
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
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OREGONOREGON
TIGARD HAMPTON INN & SUITES
11799 SW 69TH AVENUE
TIGARD, OREGON
SDR2017-00003
80'40'20'0'
SCALE: 1" = 40'
CO
V
E
R
C0.0
1
DWG NO.
C0.0
C0.1
C0.2
C1.0
C2.0
C2.1
C3.0
C4.0
C5.0
C6.0
C6.1
C6.2
C6.3
C7.0
C8.0
C8.1
C8.2
C8.3
C8.4
C8.5
C8.6
C8.7
C8.8
C8.9
C9.0
C9.1
C9.2
C9.3
EC0
EC1
EC2
EC3
L1.0
L1.1
L1.2
DESCRIPTION
COVER
MASTER LEGEND AND GENERAL NOTES
NOTES
EXISTING TOPOGRAPHIC SURVEY
GRADING PLAN
GRADING DETAILS
SITE IMPROVEMENT PLAN
STORMWATER PLAN
SANITARY SEWER AND WATER PLAN
SW 69TH AVENUE PLAN AND PROFILE
SW CLINTON STREET PLAN AND PROFILE
SW CLINTON STREET PROFILE
SW 70TH STREET PLAN AND PROFILE
SIGNING, STRIPING, AND SIGHT DISTANCE PLAN
SITE IMPROVEMENT DETAILS
SITE IMPROVEMENT DETAILS
PRIVATE PLANTER DETAILS
PUBLIC INFILTRATION PLANTER DETAILS
PUBLIC INFILTRATION PLANTER DETAILS
STORMWATER AND SANITARY SEWER DETAILS
STORMWATER DETAILS
WATER DETAILS
WATER DETAILS
SIGN DETAILS
SIGN DETAILS
PUBLIC STRIPE DETAILS
PRIVATE STRIPE DETAILS
MISCELLANEOUS DETAILS
1200-CN EROSION AND SEDIMENT CONTROL COVER
1200-CN DEMOLITION AND EROSION CONTROL PLAN
1200-CN EROSION AND SEDIMENT CONTROL PLAN
1200-CN EROSION AND SEDIMENT CONTROL DETAILS
LANDSCAPE PLAN
TREE CANOPY PLAN
TREE SOIL PLAN
UTILITY NUMBERS
CITY OF TIGARD - WASTEWATER AND STORM
PORTLAND GENERAL ELECTRIC
TUALATIN VALLEY WATER DISTRICT
FRONTIER COMMUNICATIONS
TUALATIN VALLEY FIRE AND RESCUE
COMCAST
NW NATURAL GAS
503.718.2704
503.672.5483
503.848.3000
503.641.4463
503.259.1504
503.596.3809
503.226.4221
DRAWING INDEX
PLANS BY OTHERS:
E002 SITE POWER AND LIGHTING PLAN
E003 SITE LIGHTING
E004 ROW LIGHTING
S2.0 STRUCTURAL NOTES AND SITE OVERVIEW PLAN
S4.0 STRUCTURAL CONCRETE DETAILS
S4.1 STRUCTURAL CONCRETE DETAILS
SITE BENCHMARK:
CITY OF TIGARD BENCHMARK NUMBER 224. THE BENCHMARK IS A
BRASS DISK LOCATED IN THE CURB AT THE NORTHWEST CURB
RETURN AT THE INTERSECTION OF SW DARTMOUTH AND SW 69TH
AVE.
ELEVATION = 273.51'
ELEVATIONS SHOWN HEREON ARE NAVD29.
THE BASIS OF BEARINGS ARE FROM SURVEY NUMBER 30,651,
WASHINGTON COUNTY SURVEY RECORDS.
VERTICAL DATUM
HORIZONTAL DATUM
BENCHMARK
TRIMET BUS STOP PLANS:
B1.0 TRIMET BUS STOP PLAN
B2.0 TRIMET BUS STOP DETAILS
E005 TRIMET BUS STOP LIGHTING PLAN
1 OF 1 TRIMET BUS STOP EXISTING CONDITIONS
AS BUILT
SW 70TH AVE
-5
.
0
%
-1
.
0
%
-1
.
8
%
-4.0%
-7
.
6
%
TP 278.41
TC 278.38
TP 277.88
TC 278.53
TP 278.03
TC 279.66
TP 279.16
MATCH EX
TP 275.36
TC 283.55
TP 283.05
TC 281.48
TP 280.98
TP 272.78
TC 278.50
TP 278.00
TC 278.54
TP 278.04
TC 280.91
TP 280.41
TC 284.20
TP 283.70
MD STRUCTURAL PLANS
TW 279.24
BW 277.30
TC 280.26
TP 279.76
TC 280.72
TP 280.22TC 280.96
TP 280.46
TC 281.99
TP 281.49
TC 283.44
TP 282.94
-1.4%
-1
.
4
%
TC/TW 281.10
TP 280.60
TC 280.92
TP 280.42
TC 280.61
TP 280.11
BEGIN MD STRUCTURAL
ULTRABLOCK WALL
TW=282.00
BW 279.78
TW=282.00
BW 279.51
END MD STRUCTURAL
ULTRABLOCK WALL
TW/BW=282.00
TW 281.10
BW 278.87
ALLSTRUCTURE PLANS
TW 281.10
BW 277.30
MD STRUCTURAL PLANS
TW 277.34
BW 274.87
TP 281.13
-7
.
6
%
FALL PROTECTION
(TYP)
FALL PROTECTION
(TYP)
8" C900
L=14'
SL=3.7%
AREA DRAIN TYPE II
RIM = 277.88
IE IN (N) = 274.96
IE OUT (S) = 274.76
AREA DRAIN TYPE II
RIM = 280.09
IE OUT (S) = 275.33
8" C900
L=37'
SL=1.0%
IE 274.24
TW=282.00
BW 278.43
ADJUSTED RIM = 281.19
ROTATE CONE SO THAT THE LID IS
IN THE CONCRETE. OPTIONAL WALL
DRAIN CONNECTION
(IE OUT=275.58)
25'
4'
TREE TO BE REMOVED
UNDER NEIGHBOR
AGREEMENT
TREES TO BE REMOVED
UNDER NEIGHBOR
AGREEMENT
12.5'
TW=282.00
BW 279.64
GRADE
BREAK (TYP)
FG 281.99
-1.0%
FG 280.90
2:
1
MA
X
-0.1%
-5.8%
0.
0
%
3'
MIN 3'
MIN
2:
1
MA
X
0.5'
0.4'
ASBUILT VAULT
FG=282.08
FG 281.10 TC 281.10
TP 280.80
-26.9%
0.
0
%
0.
0
%
3-IN SOCKED FOOTING
DRAIN PLACED PER
STRUCTURAL PLANS
DRAINAGE BLOCKOUT
PER CITY OF TIGARD
DETAIL 126/C8.1 OF THE
APPROVED CIVIL SET
FG 281.10
TC 281.10
TP 281.04
-7
.
6
%
-1
5
.
4
%
TRASH ENCLOSURE
SEE ARCHITECT SHEET
A101 FOR MORE INFO
-1
0
.
6
%
TP 280.84
-4
.
0
%
10'
TC 284.56
TP 284.06
TC 282.58
TP 282.08
R4.5'
4.9'
11.0'
4.0'
-4
.
0
%
22.7'
85°
170.1°
TP 280.39
90°
TRANSITION CURB
TO FULL REVEAL
TC 281.84
TP 281.34
FG 281.39FG 281.10
FG 282.00
10'5'2.5'0'
SCALE: 1" = 5'
NOTES:
1.THE WALL HEIGHTS SHOWN IN THIS PLAN ARE EXPOSED WALL HEIGHTS.
2.SEE ARCHITECTURE PLAN SHEET A101 FOR CMU WALL DETAILS.
3.ACCEPTABLE BACKFILL MATERIALS TO BE USED BETWEEN THE VAULT AND THE
ULTRABLOCK WALL INCLUDE CDF OR APPROVED.
4.ACCEPTABLE BACKFILL MATERIALS TO BE USED BETWEEN THE CONCRETE WALL
AND THE ULTRABLOCK WALL INCLUDE COMPRESSIBLE FOAM OR APPROVED.
GRADING ACRONYMS:
BW = BOTTOM OF WALL
EX = EXISTING
FG = FINISHED GRADE
TC = TOP OF CURB
TP = TOP OF PAVEMENT
TW = TOP OF WALL
24
AS3.5
24
AS3.5
25
AS3.5
4
MS4.1
7
MS4.1
X
XSX.X
DETAIL #
SHEET #
AS=ALLSTRUCTURE
MS=MD STRUCTURAL
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.SEsusa.com
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OREGONOREGON
RF
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36
AS BUILT
DI
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SW 69TH AVENUE
SW 70TH AVENUE
SW
C
L
I
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T
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S
T
HAMPTON INN & SUITES
FF = 290.9
FF = 277.0
EXTG HOUSE
EXTG HOUSE
SH
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EXTG HOUSE
FF = 289.9
VAN
1"
W
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
STORMWATER KEY NOTES
2.
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
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BY
DA
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K
415 W 6th Street
Vancouver, WA 98660
60.695.488
www.pbsusa.com
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OREGONOREGON
ATTENTION:
40'20'10'0'
SCALE: 1" = 20'
C4.0
8
"This Design Complies with ORS 92.044(7), In That
No Utility Infrastructure is Designed to be Within 1 Ft.
of a Survey Monument Location Shown on a
Subdivision or Partition Plat. No Design Modification
Nor Final Field Location Change Shall be Permitted
If It Would Cause Any Utility Infrastructure To
Be Placed Within the Prohibited Area."
ATTENTION
Oregon Law Requires You To Follow Rules
Adopted By The Oregon Utility Notification Center.
Those Rules Are Set Forth In OAR 952-001-0010 Through
OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center.
ST
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GR
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V
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L
VAN
1"
W
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
SW BA
Y
L
O
R
ST SW 69TH AVENUE
SW 70TH AVENUE
SW
C
L
I
N
T
O
N
S
T
SW
B
A
Y
L
O
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S
T
HAMPTON INN & SUITES
WATER KEY NOTES
SANITARY SEWER KEY NOTES
HAMPTON INN & SUITES
SW 69TH AVENUE
L:
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
60.695.488
www.pbsusa.com
DV
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OREGONOREGON
C5.0
9
40'20'10'0'
SCALE: 1" = 20'
10'5'2.5'0'
SCALE: 1" = 5'
"This Design Complies with ORS 92.044(7), In That
No Utility Infrastructure is Designed to be Within 1 Ft.
of a Survey Monument Location Shown on a
Subdivision or Partition Plat. No Design Modification
Nor Final Field Location Change Shall be Permitted
If It Would Cause Any Utility Infrastructure To
Be Placed Within the Prohibited Area."
ATTENTION
Oregon Law Requires You To Follow Rules
Adopted By The Oregon Utility Notification Center.
Those Rules Are Set Forth In OAR 952-001-0010 Through
OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center.SA
N
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PL
A
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AS BUILT
TAX LOT 2100 TAX LOT 2400TAX LOT 1900 TAX LOT 2300
TAX LOT
2700
TAX LOT
2800
TAX LOT
2900
TAX LOT
3100
EXTG HOUSE
EXTG HOUSE
1"
W
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
SW 69TH AVE
PROPOSED HAMPTON INN & SUITESSW
B
A
Y
L
O
R
S
T
SW
C
L
I
N
T
O
N
S
T
0+00 1+00 2+00
3+00
4+00 5+00S 00° 00' 40" W
5(TYP)5 (TYP)99
28'
12'
12'R=20'
22
88
R=25'
R=20'
R=20'
4 (TYP)4 (TYP)
S-15 1
S-161
S-17 1
ST-453 ST-463 ST-4716
##1
##2
2
8'
3 STALLS @ 22'7 STALLS @ 22'
7 (TYP)7 (TYP)66 66
1/C8.310
11 (TYP)
11(TYP)
12 2+53.50 (7.00' R)
S-2131+12.00 (1.50' R)
ST-19
12 3+31.00 (1.50' R)
ST-41
12 1+16.00 (7.00' R)
S-1
12 4+99.50 (7.00' R)
S-3
5+07.83 (1.50' R)
ST-22 12
S-9 14
1'
1'
4+89.50 (3.00' L)
W-415
4+89.50 (9.50' L)
W-515
10'1+05 (8.00' L)0+01 (8.00' L)
1+05 (10.40' R)
2+97 (3.00' L)17 3+02 (3.00' L)18
60'
SW 69TH AVE
275
280
285
290
295
300
305
275
280
285
290
295
300
305
50.00' VC
K =32.10
BV
C
3
+
0
5
.
0
0
EL
2
9
3
.
0
5
EV
C
3
+
5
5
.
0
0
EL
2
9
2
.
9
1
PVI 3+30.00, EL 292.78
LOW PT 3+38.88, EL 292.87
50.00' VC
K =27.16
BV
C
1
+
2
5
.
0
0
EL
2
9
5
.
4
1
EV
C
1
+
7
5
.
0
0
EL
2
9
4
.
4
2
PVI 1+50.00, EL 294.68
LOW PT 1+75.00, EL 294.42
-0.87%+0.50%
-1.06%
-2.90%
GB
1
+
0
5
.
0
0
E
L
2
9
5
.
9
9
GB
5
+
1
0
.
0
0
E
L
2
9
3
.
5
5
GB
5
+
0
0
.
0
0
E
L
2
9
3
.
6
4
EXISTING SURFACE
AT CENTERLINE
PROPOSED SURFACE
AT CENTERLINE
S-
3
RI
M
2
9
3
.
4
2
ST
-
2
2
RI
M
2
9
3
.
5
0
S-
1
RI
M
2
9
5
.
5
3
LOCATION AND ASSUMED INVERT
DEPTH OF 12" WATER MAIN AT â„„
LOCATION AND
ASSUMED INVERT
DEPTH OF
EXISTING
COMMUNICATION
LINE AT â„„
PROPOSED 8" WATER MAIN PER
C5.0. MAINTAIN 36" OF COVER.
PROPOSED 6" WATER MAIN PER
C5.0. MAINTAIN 36" OF COVER.
REDUCER
PER C5.0
W-2
6" FIRE LINE
W-3
4" DOMESTIC LINE
8" DI (W)
6" DI (W)
8" DI (W)8" DI (W)
LOCATION AND ASSUMED INVERT
OF EXISTING WATER SERVICE
ASSUMED INVERT DEPTH OF EXISTING GAS MAIN.
VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF COVER
AFTER GRADE IMPROVEMENTS. IF LESS THAN 30",
COORDINATE WITH NW NATURAL.
ST
-
1
9
RI
M
2
9
5
.
7
6
STORM12" SDR35 177 LF SL=1.0%
CAPPED SANITARY8" C900
11 LF SL=1.0%
SANITARY8" SDR35 137 LF SL=1.0%
CAPPED STORM12" C900
7 LF SL=1.0%
ST
-
4
1
RI
M
2
9
2
.
8
5
8" DI (W)
PROPOSED
BLOWOFF
ASSEMBLY
STORM12" SDR35 219 LF SL=1.1%
EX. GAS MAIN
EX. GAS MAIN
S-
2
RI
M
2
9
3
.
4
5
S-13
6" SDR35
IE=285.70
W-23
1" IRRIGATION LINE
W-1
EXISTING
WATER MAIN
12" IE 287.99
29
7
.
6
4
0+00
29
7
.
3
2
29
7
.
0
6
29
6
.
8
1
29
6
.
4
6
29
6
.
0
9
1+00
29
5
.
7
1
29
5
.
5
5
29
5
.
4
0
29
5
.
0
2
29
5
.
0
8
29
4
.
6
2
29
4
.
7
9
29
4
.
3
7
29
4
.
5
0
29
4
.
1
6
2+00
29
4
.
2
5
29
3
.
9
5
29
4
.
0
7
29
3
.
7
3
29
3
.
9
9
29
3
.
5
2
29
3
.
9
1
29
3
.
3
1
29
3
.
9
0
29
3
.
1
0
3+00
29
3
.
9
2
29
2
.
9
3
29
3
.
9
2
29
2
.
8
7
29
3
.
8
8
29
2
.
9
4
29
3
.
9
0
29
3
.
0
4
29
3
.
9
4
29
3
.
1
4
4+00
29
4
.
0
2
29
3
.
2
4
29
4
.
1
5
29
3
.
3
4
29
4
.
1
5
29
3
.
4
4
29
4
.
0
0
29
3
.
5
4
29
3
.
7
5
29
3
.
6
4
5+00
29
3
.
3
5
29
2
.
9
7
5+40
SEE PROFILE ABOVE FOR ROAD
EXTENSION'S TC ELEVATIONS
S-15
6" SDR35
IE 287.01
S-15
6" SDR35
IE 283.99
12" IE 289.59 IN (E)
12" IE 289.59 IN (N)
12" IE 289.39 OUT (S)
8" IE 287.55 IN (N)
8" IE 287.35 OUT (S)
8" IE 285.97 IN (N)
8" IE 286.05 IN (E)
8" IE 285.77 OUT (S)
12" IE 286.98 IN (N)
12" IE 287.00 IN (E)
10" IE 287.16 IN (W)
12" IE 286.80 OUT (S)
8" IE 283.31 IN (N)
8" IE 282.90 OUT (W)
12" IE 285.03 IN (N)
12" IE 285.03 IN (E)
12" IE 284.83 OUT (W)
4" WATER STUB
6" WATER STUB
SANITARY8" SDR35 246 LF SL=1.0%
CONSTRUCTION NOTES:
MECHANICAL PLUG ON SANITARY STUB.
CONSTRUCT STANDARD CURB PER COT DETAIL 125/C8.1 IN
THE APPROVED CIVIL SET.
INSTALL DITCH INLET PER CWS DRAWING # 390 AND 400 ON
SHEET ##. ROTATE GRATE TO FACE THE ROAD.
GRADING EXTENTS.
CONNECTION TO EXISTING AC/CONCRETE, SAND AND SEAL
JOINT.
DRAINAGE DITCH PER TYPICAL SECTIONS ON ##.
INSTALL ON-STREET PARKING MARKING: 4" WHITE
THERMOPLASTIC PER GROUP 'P' OF ODOT DETAIL TM503/C9.1
IN THE APPROVED CIVIL SET.
CONSTRUCT GRAVEL DRIVE PER DETAIL 3/##. SEE SHEET ##
FOR GRADES.
CONSTRUCT HMA DRIVE PER DETAIL 7/C8.0 IN THE
APPROVED CIVIL SET. SEE SHEET ## FOR GRADES.
OVERFLOW PER CWS DETAIL 407/C8.6 IN THE APPROVED
CIVIL SET.
PROTECT COMMUNICATION LINE.
INSTALL STANDARD MANHOLE PER CWS DRAWING NUMBER
010/C8.5 IN THE APPROVED SET.
INSTALL FLAT TOP MANHOLE PER CWS DETAIL 050/C8.6 ON
THE APPROVED CIVIL SET..
CONNECT TO BUILDING AND INSTALL STANDARD CLEANOUT
PER CWS DRAWING NUMBER 500/C8.5 IN THE APPROVED
CIVIL SET.
SEE C5.0 IN THE APPROVED CIVIL SET FOR WATER KEY
NOTES.
INSTALL AREA DRAIN PER CWS DRAWING # 380 AND 320 ON
SHEET C4.
INSTALL:
8"x4" MJ TEE.
4" MJ GATE VALVE PER TVWD DETAIL 402/C8.7 IN THE
APPROVED CIVIL SET.
CAP 4" LINE AT RW.
INSTALL:
8"x6" MJ TEE.
6" MJ GATE VALVE PER TVWD DETAIL 402/C8.7 IN THE
APPROVED CIVIL SET.
CAP 6" LINE AT RW.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
SW 69TH AVE CURB LINE TC
290
295
300
305
290
295
300
305
29
8
.
0
0
0+00
29
7
.
5
8
29
7
.
3
4
29
8
.
0
0
29
6
.
9
3
29
7
.
6
0
29
6
.
4
5
29
7
.
1
3
29
6
.
0
1
29
6
.
6
5
1+00
TOP OF CURB ELEVATIONS
AT CURB LINE
EXTG GROUND AT SAWCUT LINE
(8.0 LEFT OF CENTER LINE)
PC
0
+
2
1
.
4
2
E
L
2
9
8
.
2
1
GB
0
+
2
9
.
0
0
E
L
2
9
8
.
0
3
GB
0
+
4
1
.
0
0
E
L
2
9
8
.
0
0
PV
I
0
+
6
4
.
0
0
E
L
2
9
7
.
5
1
PV
I
1
+
0
5
.
0
0
E
L
2
9
6
.
5
3
-2.30%-0.30%-2.10%
-2.40%
SEE PROFILE BELOW
FOR ROAD CL PROFILE
STORM LATERAL TABLE
#
2/C8.3
ST-45
ST-46
ST-47
LOCATION
3+31.00 (22.50' R)
1+12.00 (20.00' L)
2+39.00 (20.00' L)
3+31.00 (20.00' L)
CONNECTION
TYPE
RIM/
GRATE
292.37
296.15
293.90
293.12
INVERT ELEV
10" IE 289.62 OUT (E)
12" IE 292.15 OUT (W)
12" IE 290.10 OUT (W)
12" IE 289.24 OUT (W)
LATERAL
SLOPE
S=0.1172
S=0.1190
S=0.0980
S=0.1040
LATERAL
LENGTH
21 LF SDR35
22 LF SDR35
21 LF SDR35
21 LF SDR35
SANITARY LATERAL TABLE
#
S-9
S-15
S-16
S-17
LOCATION
2+69.00 (31.00' R)
1+58.00 (30.00' L)
2+53.50 (30.00' L)
4+39.00 (30.00' L)
CONNECTION
TYPE
FACTORY
8"X8"X6"
HUB
FACTORY
8"X8"X6"
HUB
RIM/
GRATE
294.21
297.36
295.63
285.71
INVERT ELEV
6" IE 287.52 OUT (E)
6" IE 287.38 OUT (W)
8" IE 286.42 OUT (W)
6" IE 284.36 OUT (W)
LATERAL
SLOPE
S=0.0760
S=0.0100
S=0.0100
S=0.0100
LATERAL
LENGTH
24 LF SDR35
37 LF SDR35
37 LF SDR35
37 LF SDR35
1/C8.3
FG AT
LAT END
1.SEE APPROVED CIVIL PLANS FOR SDR2017-00003, TIGARD HAMPTON INN
& SUITES, FOR THE CONTINUATION OF THE PLANS OUTSIDE OF THIS
PLAN'S REVISION CLOUDS.
2.SEE APPROVED CIVIL SHEETS C0.1 AND C0.2 FOR PROJECT NOTES,
MASTER LEGEND, ACRONYMS AND ABBREVIATIONS.
GENERAL PLAN AND PROFILE NOTES
40'20'10'0'
SCALE: 1" = 20' (24"X36")
HORIZ: 1" = 20'
VERT: 1" = 10'
AS BUILT
L:
\
P
r
o
j
e
c
t
s
\
7
0
0
0
0
\
7
0
9
0
0
-
7
0
9
9
9
\
7
0
9
7
6
_
P
a
t
e
l
_
D
a
r
t
m
o
u
t
h
M
o
t
e
l
\
C
i
v
i
l
\
D
W
G
s
\
7
0
9
7
6
.
0
0
2
\
7
0
9
7
6
.
0
0
0
_
C
6
.
0
_
6
9
t
h
P
l
a
n
a
n
d
P
r
o
f
i
l
e
.
d
w
g
J
a
n
0
4
,
2
0
2
2
0
9
:
4
5
a
m
P
e
t
e
r
R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.SEsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
OREGONOREGON
C6.0
10
SW
6
9
T
H
A
V
E
N
U
E
P
L
A
N
AN
D
P
R
O
F
I
L
E
45.0' TRANSITION FROM
2.0% SHED NORTH TO
1.5% EXISTING CROWN
60.0' TRANSITION FROM
2.0% CROWN SOUTH TO
2.0 SHED NORTH
EX
T
G
H
O
U
S
E
EX
T
G
H
O
U
S
E
1" W
➤
HAMPTON INN & SUITES
STORMWATER DITCH
(NO-WORK ZONE)
SW
7
0
T
H
A
V
E
GRADING
EXTENTS
GRADING
EXTENTS
GRADING
EXTENTS
N 89° 59' 06" E
N 88° 45' 26" E
2
1
CENTERLINE CURVE DATA
#
1
2
17°10'49"
18°24'29"
R
200.00
200.00
L
59.97
64.26
T
30.21
32.41
6+26.28 (20.99' L)74+92.25 (21.00' L)7 9
4+73.88 (18.00' L)1
6+01.94 (10.00' R)
6+01.94 (26.71' R)
5+83.50 (26.71' R)
5+57.53 (30.00' R)
5+45.04 (30.00' R)
5+83.50 (10.00' R)
5+57.53 (10.00' R)
5+45.04 (10.00' R)
PC 4+57.46 (10.00' R)
PC 3+51.54 (12.50' R)
3+10.91 (12.71' L)
2+90.10 (13.00' L)
3+75.73 (12.50' L)
3+93.36 (12.50' L)
PC 3+86.06 (12.50' L)
2+68.32 (21.62' R)
2+68.54 (15.29' L)
2+00 3+00
4+00
5+00 6+00 7+00
PC 3+26.09
PT 4+50.32
PRC 3+86.06
PC 4+01.57 (12.50' L)
3.0'
(TYP.)
PC 6+59.90 (12.00' L)
PC 6+63.02 (12.00' L)
6+89.96 (10.00' R)
7+10 (10.00' R)
4+98.18 (7.83' R)
ST-34 5+07.83 (1.50' R)
ST-22
4+25.66 (8.06' R)
ST-27
4+15.41 (2.04' R)
EX S-5
2+68.87 (12.72' R)
ST-31
4+99.50 (7.00' R)
S-3
6+47.23 (10.51' L)
W-8
3+07.81 (17.34' L)
2+90.63 (17.71' L)3+76.96 (19.67' L)
3+93.63 (20.91' L)
6+24.27 (18.00' L)16
PC 3+26.09 (12.50' L)
PC 4+54.82 (18.00' L)
2
3
6
3
3
6
3
4+74.71 (10.00' R)
PC 6+38.83 (18.00' L)
4+36.64 (28.72' L)
4+41.31 (22.89' L)
6+70 (13.00' L)
6+75 (15.05' L)SW CLINTON ST
SW
6
9
T
H
A
V
E
8
2+12.48 (20.51' R)
ST-37
9(TYP)
S-7 18
ST-2820
2/C8.415
1/C8.414
S-19 17
S-18 17
ST-3819
7+09.50 (10.50' L)21
7+03 (10.50' L)21
ABANDON EXISTING
12" AND 4" WATER
LINE IN-PLACE
3
110.00' VC
K =14.64
BV
C
4
+
2
5
.
0
0
EL
2
7
1
.
7
3
EV
C
5
+
3
5
.
0
0
EL
2
8
0
.
8
0
PVI 4+80.00, EL 274.20
LOW PT 4+25.00, EL 271.73
160.00' VC
K =19.71
BV
C
5
+
3
5
.
0
0
EL
2
8
0
.
8
0
EV
C
6
+
9
5
.
0
0
EL
2
9
3
.
5
0
HI PT 6+95.00 EL 293.50
PVI 6+15.00 EL 290.40
130.00' VC
K =24.20
BV
C
2
+
9
5
.
0
0
EL
2
6
2
.
4
0
EV
C
4
+
2
5
.
0
0
EL
2
7
1
.
7
3
HI PT 4+25.00 EL 271.73
PVI 3+60.00 EL 268.81
+9.86%
+3.88%
+12.0
0
%
PC
2
+
6
5
.
0
0
E
L
2
5
9
.
4
4
PC
7
+
1
0
.
0
0
E
L
2
9
4
.
0
9
EXISTING SURFACE
AT CENTERLINE
PROPOSED SURFACE
AT CENTERLINE
SW CLINTON STREET
HORIZ SCALE = 20
VERT SCALE = 5
S-
3
RI
M
2
9
3
.
4
2
ST
-
2
2
RI
M
2
9
3
.
5
0
EX
S
-
5
RI
M
2
7
1
.
2
5
ST
-
2
7
RI
M
2
7
1
.
6
2
ASSUMED INVERT DEPTH OF EXISTING WATER MAIN.
VERIFY EXISTING WATER MAIN SHALL HAVE 36" OF
COVER AFTER GRADE IMPROVEMENTS. IF LESS THAN
30", COORDINATE WITH TVWD.
LOCATION AND
ASSUMED INVERT
DEPTH OF EXISTING
GAS MAIN
EX
S
S
M
H
-
3
RI
M
2
5
8
.
0
8
ST
-
3
4
RI
M
2
7
6
.
8
2
6" FIRE LINE 8" WATER MAIN
8" WATER MAIN
EX. GA
S
M
A
I
N
EX. 12
"
D
I
(
W
)
ASSUMED INVERT DEPTH OF EXISTING GAS MAIN.
VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF COVER
AFTER GRADE IMPROVEMENTS. IF LESS THAN 30",
COORDINATE WITH NW NATURAL.
ST
-
3
1
RI
M
2
5
9
.
5
7
STORM
1
2
"
S
D
R
3
5
7
1
L
F
S
L
=
7
.
6
%
STORM 12
"
C
9
0
0
1
5
7
L
F
S
L
=
5
.
6
%
STORM
1
2
"
S
D
R
3
5
2
0
0
L
F
S
L
=
7
.
5
%
CAPPED ST-12" C900 STUB
10 LF SL=1.0%
STORM 1
2
"
D
I
P
5
7
L
F
S
L
=
5
.
8
%
EX. 12" C
O
N
C
.
(
S
T
O
R
M
)
EX. GAS
M
A
I
N
S-4
6" C900
IE=265.46
ST-17
10" C900
IE=267.94
S-18
6" SDR35
IE=275.68
S-19
6" SDR35
IE=262.89
EX. 12"
D
I
(
W
)
4" WATER MAIN
CONNECTION
1" IRRIGATION
SERVICE
SANITA
R
Y
8
"
S
D
R
3
5
2
7
7
L
F
S
L
=
8
.
3
%
SANITARY LATERAL TABLE
#
S-18
S-19
LOCATION
6+05.00 (30.00' R)
4+51.00 (30.00' R)
CONNECTION
TYPE
FACTORY
8"X8"X6"
HUB
FACTORY
8"X8"X6"
HUB
RIM/
GRATE
288.28
273.36
INVERT ELEV
6" IE 275.97 OUT (N)
6" IE 263.15 OUT (N)
LATERAL
SLOPE
S=0.0100
S=0.0100
LATERAL
LENGTH
29 LF SDR35
26 LF SDR35
STORM LATERAL TABLE
#
1/C8.4
2/C8.4
ST-28
ST-38
LOCATION
4+98.18 (21.50' L)
2+70.50 (23.90' R)
2+69.80 (15.10' L)
4+98.18 (12.83' R)
CONNECTION
TYPE
RIM/
GRATE
276.36
259.43
259.86
277.97
INVERT ELEV
10" IE 273.98 OUT (S)
10" IE 256.68 OUT (N)
10" IE 255.79 OUT (S)
10" IE 270.04 OUT (N)
LATERAL
SLOPE
S=0.1371
S=0.0974
S=0.0136
S=0.0160
LATERAL
LENGTH
29 LF C900
11 LF C900
28 LF C900
5 LF C900
12" IE 255.24 IN (E)
10" IE 255.58 IN (S)
10" IE 255.41 IN (N)
12" IE 255.04 OUT (W)
ST
-
3
7
RI
M
2
5
3
.
9
9
12" IE 251.73 IN (E)
12" IE 251.54 OUT (W)
8" IE 247.36 IN (E)
8" IE 247.30 OUT (W)
8" IE 259.90 IN (E)
8" IE 259.90 IN (N)
8" IE 259.90 IN (S)
8" IE 259.82 OUT (W)
12" IE 264.23 IN (N)
12" IE 264.23 IN (E)
12" IE 264.23 IN (S)
12" IE 264.03 OUT (W)
10" IE 269.96 IN (N)
10" IE 269.96 IN (S)
12" IE 269.83 IN (E)
12" IE 269.63 OUT (W)
8" IE 283.31 IN (N)
8" IE 282.90 OUT (W)
12" IE 285.03 IN (N)
12" IE 285.03 IN (E)
12" IE 284.83 OUT (W)
EX.
EX.
EX.
EX.
EX.
12" DI (
W
)
6" FIRE
HYDRANT
CONNECTION
ASSUMED DEPTH AND
LOCATION OF 12" WATER
MAIN CONNECTION
SADDLE
BLOCK
ASSUMED DEPTH AND
LOCATION OF 12" WATER
MAIN CONNECTION
SADDLE BLOCK
EX. 12"
D
I
(
W
)
45° VERTICAL/
HORIZONTAL
MJ BEND
AIR RELEASE
VALVE
FG AT
LAT END
SW CLINTON STREET
HORIZ SCALE = 20
VERT SCALE = 5
CONSTRUCTION NOTES:
1.SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND.
2.MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN
SANITARY SEWER AND OTHER UTILITIES.
3.SEE SHEETS C4.0 AND C5.0 FOR UTILITIES.
GENERAL PLAN AND PROFILE NOTES 5'X5' PERVIOUS AREA PER LANDSCAPING PLANS.
CONNECTION TO EXISTING AC/CONCRETE, SAND AND SEAL JOINT.
CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL 11/C8.0.
LUMINARY PER E SHEETS IN A 2X2 ROCK
SECTION PER NOTE 45 ON SHEET C3.0.
RELOCATED MAIL BOXES PER SHEET EC1.
INSTALL SIGN PER C7.0.
ST-1 PLANTER PER DETAIL 1/C8.2.
4
5
6
7
8
9
10
ST-11 PLANTER PER DETAIL 4/C8.2.
ST-20 PLANTER PER DETAIL 1/C8.3.
ST-25 PLANTER PER DETAIL 2/C8.3.
ST-23 PLANTER PER DETAIL 1/C8.4.
ST-30 PLANTER PER DETAIL 2/C8.4.
3" DRAINAGE BLOCKOUT.
MECHANICAL PLUG ON SANITARY STUB.
11
12
13
14
15
16
17
INSTALL STANDARD MANHOLE PER PER
CWS DETAIL 010/C8.5 IN THE APPROVED CIVIL SET.
PVC CAP. (PUBLIC)
AREA DRAIN PER CWS DETAIL 380/C8.5 IN THE APPROVED CIVIL SET.
SEE SHEET C5.0 IN THE APPROVED CIVIL SET FOR DETAILS.
INSTALL:
(1) POTHOLE WATER LINE TO VERIFY CONNECTION. COORDINATE
WITH TVWD AND REFER TO TVWD SHUTDOWN NOTES ON SHEET C0.1.
INSTALL: STRADDLE BLOCK PER TVWD 304/C8.7.
18
19
20
21
22
23
INSTALL 12"X6" MJ X FLG TEE AND 6" FLG X MJ GATE VALVE.
INSTALL:
(1) 12" X 4" TEE
(1) 4" MJ GATE VALVE
(1) 45° MJ FITING TO RECONNECT TO EXISTING 4" PIPE.
INSTALL:
(1) 1" SERVICE PER TVWD DETAIL 603/C8.8. (BY TVWD)
(1) 1" APPROVED DOUBLE CHECK ASSEMBLY. (BY CONTRACTOR)
INSTALL:
(1) 11.25° MJ
12" DIP.
4" DIP.
24
25
26
27
28
29
CONSTRUCTION NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER COT DETAIL 143/C8.1.
CONSTRUCT STANDARD CURB PER COT DETAIL 125/C8.1.
CONSTRUCT CURB AND GUTTER PER COT DETAIL 126/C8.1.
1
2
3
L:
\
P
r
o
j
e
c
t
s
\
7
0
0
0
0
\
7
0
9
0
0
-
7
0
9
9
9
\
7
0
9
7
6
_
P
a
t
e
l
_
D
a
r
t
m
o
u
t
h
M
o
t
e
l
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C
i
v
i
l
\
D
W
G
s
\
7
0
9
7
6
.
0
0
2
\
7
0
9
7
6
_
C
6
.
0
-
6
.
3
_
R
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
.
d
w
g
J
a
n
0
4
,
2
0
2
2
0
9
:
2
8
a
m
P
e
t
e
r
R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
OREGONOREGON
40'20'10'0'
SCALE: 1" = 20'
C6.1
11ATTENTION
Oregon Law Requires You To Follow Rules
Adopted By The Oregon Utility Notification Center.
Those Rules Are Set Forth In OAR 952-001-0010 Through
OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center.
"This Design Complies with ORS 92.044(7), In That
No Utility Infrastructure is Designed to be Within 1 Ft.
of a Survey Monument Location Shown on a
Subdivision or Partition Plat. No Design Modification
Nor Final Field Location Change Shall be Permitted
If It Would Cause Any Utility Infrastructure To
Be Placed Within the Prohibited Area."
SW
C
L
I
N
T
O
N
S
T
R
E
E
T
PL
A
N
A
N
D
P
R
O
F
I
L
E
1
SA
N
I
T
A
R
Y
L
I
N
E
A
D
J
U
S
T
M
E
N
T
PV
R
4/
2
3
/
1
9
MP
W
AS BUILT
EXTG HOUSE EXTG HOUSE
SH
E
D
EXTG HOUSE
SW
B
A
Y
L
O
R
S
T
SW 70TH AVE
S
W
C
L
I
N
T
O
N
S
T
2+24.00 (9.89' R)
ST-32
4+13.00 (8.96' R)
ST-24
3+34.98 (1.90' L)
EXISTING S-11
4+13.00 (2.43' L)
ST-26
SW 70TH AVENUE
HORIZ SCALE = 20
VERT SCALE = 5
PVI = 268.86
PVI STA = 3+75.00
K = 18.53
100' VC
BV
C
S
:
3
+
2
5
.
0
0
BV
C
E
:
2
7
0
.
9
7
EV
C
S
:
4
+
2
5
.
0
0
EV
C
E
:
2
6
9
.
4
6
LO
W
P
T
4
+
0
3
.
0
0
EL
E
V
=
2
6
9
.
3
3
PVI = 271.26
PVI STA = 6+30.00
K = 16.27
25' VC
BV
C
S
:
6
+
1
7
.
5
0
BV
C
E
:
2
7
1
.
4
0
EV
C
S
:
6
+
4
2
.
5
0
EV
C
E
:
2
7
1
.
3
1
LO
W
P
T
6
+
3
5
.
6
4
EL
E
V
=
2
7
1
.
3
0
PVI = 275.81
PVI STA = 2+10.00
K = 26.67
75' VC
BV
C
S
:
1
+
7
2
.
5
0
BV
C
E
:
2
7
6
.
3
3
EV
C
S
:
2
+
4
7
.
5
0
EV
C
E
:
2
7
4
.
2
3
2.00%-2.00%
1.19%
-1.11%0.42%
-1.40%
-4.21%
GR
A
D
E
B
R
E
A
K
S
T
A
=
1
+
0
7
.
0
0
EL
E
V
=
2
7
7
.
2
5
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
+
0
0
.
0
0
EL
E
V
=
2
7
1
.
6
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
+
1
0
.
0
0
EL
E
V
=
2
7
1
.
4
8
GR
A
D
E
B
R
E
A
K
S
T
A
=
5
+
8
2
.
0
0
EL
E
V
=
2
7
1
.
3
2
GR
A
D
E
B
R
E
A
K
S
T
A
=
6
+
5
9
.
0
0
EL
E
V
=
2
7
1
.
3
8
EX
S
-
5
RI
M
=
2
7
1
.
2
5
IE
8
"
I
N
(
E
)
=
2
5
9
.
9
0
IE
8
"
I
N
(
N
)
=
2
5
9
.
9
0
IE
8
"
I
N
(
S
)
=
2
5
9
.
9
0
IE
8
"
O
U
T
(
W
)
=
2
5
9
.
8
2
ASSUMED INVERT DEPTH OF EXISTING GAS MAIN.
VERIFY EXISTING GAS MAIN SHALL HAVE 36" OF COVER
AFTER GRADE IMPROVEMENTS. IF LESS THAN 30",
COORDINATE WITH NW NATURAL.
ST
-
2
6
RI
M
=
2
6
9
.
3
4
IE
1
0
"
I
N
(
E
)
=
2
6
5
.
7
7
IE
1
2
"
I
N
(
W
)
=
2
6
5
.
6
0
IE
1
2
"
O
U
T
(
S
)
=
2
6
5
.
4
0
ST
-
2
4
RI
M
=
2
7
0
.
0
2
IE
1
2
"
I
N
(
N
)
=
2
6
5
.
9
1
IE
1
2
"
O
U
T
(
E
)
=
2
6
5
.
7
1
ST
-
3
2
RI
M
=
2
7
3
.
2
9
IE
1
2
"
I
N
(
N
)
=
2
6
8
.
0
0
IE
1
2
"
O
U
T
(
S
)
=
2
6
7
.
8
0
CAPPED SANITARY8" SDR35
58 LF SL=1.0%
STORM12" C900 189 LF SL=1.0%
CAPPED STORM12" C900
6 LF SL=1.0%
CAPPED STORM12" C900
53 LF SL=1.0%
EX. GAS M
A
I
N
EX. GAS MAIN
EXISTING 12" WATER MAIN
EXISTING GAS MAIN
EX
.
EX
.
EXISTING SURFACE
AT CENTERLINE
PROPOSED SURFACE
AT CENTERLINE
SW 70TH AVENUE
(EXTENDED PROFILE FOR REFERENCE - NOT FOR CONSTRUCTION)
HORIZ SCALE = 20
VERT SCALE = 5
EXISTING SURFACE
AT CENTERLINE
ASSUMED INVERT DEPTH
OF EXISTING GAS MAIN
CONSTRUCTION NOTES:
1.SEE SHEETS C0.1 AND C0.2 FOR PROJECT NOTES AND MASTER LEGEND.
2.MAINTAIN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION BETWEEN
SANITARY SEWER AND OTHER UTILITIES.
3.SEE SHEETS C4.0 AND C5.0 FOR UTILITIES.
GENERAL PLAN AND PROFILE NOTES
CONSTRUCTION NOTES:
CONSTRUCT COMMERCIAL DRIVEWAY PER COT DETAIL 143/C8.1.
CONSTRUCT STANDARD CURB PER COT DETAIL 125/C8.1.
CONSTRUCT CURB AND GUTTER PER COT DETAIL 126/C8.1.
5'X5' PERVIOUS AREA PER LANDSCAPING PLANS.
CONNECTION TO EXISTING AC/CONCRETE, SAND AND SEAL JOINT.
CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL 11/C8.0.
LUMINARY PER E SHEETS IN A 2X2 ROCK
SECTION PER NOTE 45 ON SHEET C3.0.
RELOCATED MAIL BOXES PER SHEET EC1.
INSTALL SIGN PER C7.0.
ST-1 PLANTER PER DETAIL 1/C8.2.
ST-11 PLANTER PER DETAIL 4/C8.2.
ST-20 PLANTER PER DETAIL 1/C8.3.
ST-25 PLANTER PER DETAIL 2/C8.3.
ST-23 PLANTER PER DETAIL 1/C8.4.
ST-30 PLANTER PER DETAIL 2/C8.4.
3" DRAINAGE BLOCKOUT.
MECHANICAL PLUG ON SANITARY STUB.
INSTALL STANDARD MANHOLE PER PER
CWS DETAIL 010/C8.5 IN THE APPROVED CIVIL SET.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
L:
\
P
r
o
j
e
c
t
s
\
7
0
0
0
0
\
7
0
9
0
0
-
7
0
9
9
9
\
7
0
9
7
6
_
P
a
t
e
l
_
D
a
r
t
m
o
u
t
h
M
o
t
e
l
\
C
i
v
i
l
\
D
W
G
s
\
7
0
9
7
6
.
0
0
2
\
7
0
9
7
6
_
C
6
.
0
-
6
.
3
_
R
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
.
d
w
g
J
a
n
0
4
,
2
0
2
2
0
9
:
3
0
a
m
P
e
t
e
r
R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
OREGONOREGON
40'20'10'0'
SCALE: 1" = 20'
C6.3
13
ATTENTION
Oregon Law Requires You To Follow Rules
Adopted By The Oregon Utility Notification Center.
Those Rules Are Set Forth In OAR 952-001-0010 Through
OAR 952-001-0090. You May Obtain Copies Of The Rules From The Center.
"This Design Complies with ORS 92.044(7), In That
No Utility Infrastructure is Designed to be Within 1 Ft.
of a Survey Monument Location Shown on a
Subdivision or Partition Plat. No Design Modification
Nor Final Field Location Change Shall be Permitted
If It Would Cause Any Utility Infrastructure To
Be Placed Within the Prohibited Area."
SW
7
0
T
H
A
V
E
N
U
E
PL
A
N
A
N
D
P
R
O
F
I
L
E
AS BUILT
FF = 290.9
L:
\
P
r
o
j
e
c
t
s
\
7
0
0
0
0
\
7
0
9
0
0
-
7
0
9
9
9
\
7
0
9
7
6
_
P
a
t
e
l
_
D
a
r
t
m
o
u
t
h
M
o
t
e
l
\
C
i
v
i
l
\
D
W
G
s
\
7
0
9
7
6
.
0
0
2
\
7
0
9
7
6
_
C
8
.
2
_
S
T
O
R
M
D
E
T
A
I
L
S
_
p
r
i
v
a
t
e
.
d
w
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J
a
n
0
4
,
2
0
2
2
0
9
:
3
2
a
m
P
e
t
e
r
R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
41 W 6th Street
Vancouver, WA 98660
360.69.3488
www.pEsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
OREGONOREGON
FLOW-THROUGH PLANTER (ST-1)
C8.2
1
SCALE: NONE
PLAN VIEW
SECTION A-A'
PLAN VIEW
PLAN VIEW
FLOW-THROUGH PLANTER (ST-3)
C8.2
2
SCALE: NONE
SECTION A-A'
INFILTRATION PLANTER (ST-4)
C8.2
3
SCALE: NONE
SECTION A-A'
PLAN VIEW
INFILTRATION PLANTER (ST-11)
C8.2
4
SCALE: NONE
SECTION A-A'
C8.2
17
PR
I
V
A
T
E
P
L
A
N
T
E
R
D
E
T
A
I
L
S
AS BUILT
SIDEWALK
SW 70TH AVE.
3+00
4+00
8" PERF. PIPE
WITH 0.7" ORIFICE
PER 1/C8.6
L=55'
SL=0.0%
8" PERF. PIPE
WITH 0.7" ORIFICE
PER 1/C8.6
L=45'
SL=0.0%
4
4+03 (6.00' L)2
4+13 (10.50' L)3
4+67 (6.00' L)1
3+10 (6.00' L)1
3+07.75 (6.50' L)
TC 272.07
3+07.75 (13.00' L)
TW 272.52
4+69.25 (13.00' L)
TW 270.81
4+69.25 (6.50' L)
TC 270.36
4+69.25 (6.83' L)
TW 270.70
3+07.75 (6.83' L)
TW 272.41
4+03 (13.00' L)
TW 270.153+33 (12.50' L)
TW 271.50
CD 270.86
3+67 (12.50' L)
TW 270.53
CD 269.84
FG 268.71FG 270.69 FG 269.67
55
SIDEWALK
BUILDING
SW 69TH AVE.
8" PERF. PIPE
WITH 0.7" ORIFICE
PER 1/C8.6
L=140'
SL=0.0%
4+00
3+30.96 (22.53' R)3
3+39.11 (18.00' R)1
4+25 (18.00' R)1
3+27.50 (20.50' R)
TW 293.42
3+27.51 (24.50' R)
TW 293.41
4+69.48 (24.50' R)
TW 292.95
4+23.39 (25.00' R)
TW 292.87
4+69.49 (20.75' R)
TW 292.94
100'41.9'
ADD 4" SIDEWALK DRAINAGE NOTCH
AT SIDEWALK'S LOW POINT. SEE
SHEET C2.1 FOR SIDEWALK GRADING
3+66 (18.00' R)
RIM 293.14'
ASBUILT LOW POINT -
GUTTER ELEVATION 292.64'
1
CONSTRUCTION NOTES:
MODIFIED CG-30 INLET WITH SUMP PER CWS DETAIL 403/C8.6.
INLET STRUCTURE PER CWS DETAIL 407/C8.6.
BEEHIVE STYLE OVERFLOW PER CWS DETAILS 405/C8.6 & 407/C8.6.
INSTALL SIGN PER C7.0.
CONSTRUCT CONCRETE CHECK DAM PER CWS DETAIL 406/C8.6.
ELEVATIONS SHOWN ARE FOR FUTURE TOP OF WALL (TW) OR TOP
OF CURB (TC).
1
2
3
4
5
CONSTRUCTION NOTES:
MODIFIED CG-30 INLET WITH SUMP PER CWS DETAIL 403/C8.6.
INLET STRUCTURE PER CWS DETAIL 407/C8.6.
BEEHIVE STYLE OVERFLOW PER CWS DETAILS 405/C8.6 & 407/C8.6.
INSTALL SIGN PER C7.0.
CONSTRUCT CONCRETE CHECK DAM PER CWS DETAIL 406/C8.6.
ELEVATIONS SHOWN ARE FOR FUTURE TOP OF WALL (TW) OR TOP
OF CURB (TC).
1
2
3
4
5
GRADING ABBREVIATION LEGEND
FGFINISHED GRADE
TCTOP OF CURB
TWTOP OF WALL
WETOP OF CHECK DAM
TPTOP OF PAVEMENT
GRADING ABBREVIATION LEGEND
FGFINISHED GRADE
TCTOP OF CURB
TWTOP OF WALL
WETOP OF CHECK DAM
TPTOP OF PAVEMENT
L:
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R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
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11
7
9
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6
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OREGONOREGON
INFILTRATION PLANTER (ST-20)
C8.3
1
SCALE: NONE
SECTION A-A
PLAN VIEW
PLAN VIEW
INFILTRATION PLANTER (ST-25)
C8.3
2
SCALE: NONE
SECTION A-A
C8.3
18
SECTION B-B
PU
B
L
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F
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P
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DE
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A
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AS BUILT
S
W
C
L
I
N
T
O
N
S
T
.
R17.0'
R212.5'
8" PERF. PIPE
WITH 1" ORIFICE
PER 1/C8.6
L=4'
SL=0.0%
RELOCATED MAIL
BOXES PER
SHEET EC1.
GRADING LIMITS
FG 269.52
FG 268.95
FG 268.42
FG 267.90
FG 267.35
FG 266.79
FG 266.17
FG 265.50
FG 264.81
FG 264.11
FG 263.33
FG 262.52
FG 261.74
FG 260.92
FG 260.00
BU
I
L
D
I
N
G
SIDEWALK
SW
C
L
I
N
T
O
N
S
T
.
8" PERF. PIPE
WITH 1" ORIFICE
PER 1/C8.6
L=4'
SL=0.0%
FG 288.07
FG 287.46
FG 286.89
FG 286.33
FG 285.69
FG 285.03
FG 284.38
FG 283.70
FG 282.95
FG 282.21
FG 281.47
FG 280.67
FG 279.86
FG 279.04
FG 278.24
FG 277.50
FG 276.76
4
CONSTRUCTION NOTES:
MODIFIED CG-30 INLET WITH SUMP PER CWS DETAIL 403/C8.6.
INLET STRUCTURE PER CWS DETAIL 407/C8.6.
BEEHIVE STYLE OVERFLOW PER CWS DETAILS 405/C8.6 & 407/C8.6.
INSTALL SIGN PER C7.0.
CONSTRUCT CONCRETE CHECK DAM PER CWS DETAIL 406/C8.6.
ELEVATIONS SHOWN ARE FOR FUTURE TOP OF WALL (TW) OR TOP
OF CURB (TC).
1
2
3
4
5
CONSTRUCTION NOTES:
MODIFIED CG-30 INLET WITH SUMP PER CWS DETAIL 403/C8.6.
INLET STRUCTURE PER CWS DETAIL 407/C8.6.
BEEHIVE STYLE OVERFLOW PER CWS DETAILS 405/C8.6 & 407/C8.6.
INSTALL SIGN PER C7.0.
CONSTRUCT CONCRETE CHECK DAM PER CWS DETAIL 406/C8.6.
ELEVATIONS SHOWN ARE FOR FUTURE TOP OF WALL (TW) OR TOP
OF CURB (TC).
1
2
3
4
5
GRADING ABBREVIATION LEGEND
FGFINISHED GRADE
TCTOP OF CURB
TWTOP OF WALL
WETOP OF CHECK DAM
TPTOP OF PAVEMENT
GRADING ABBREVIATION LEGEND
FGFINISHED GRADE
TCTOP OF CURB
TWTOP OF WALL
WETOP OF CHECK DAM
TPTOP OF PAVEMENT
L:
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R
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
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11
7
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9
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6
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OREGONOREGON
PLAN VIEW
PLAN VIEW
SECTION A-A'
INFILTRATION PLANTER (ST-23)
C8.4
1
SCALE: NONE
SECTION A-A'
INFILTRATION PLANTER (ST-30)
C8.4
2
SCALE: NONE C8.4
19
SECTION B-B'
SECTION B-B'
PU
B
L
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DE
T
A
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L
S
AS BUILT
OVERFLOW STRUCTURE
WITH TWO INLETS
OVERFLOW STRUCTURE
WITH ONE INLET
FLOW CONTROL FOR PLANTERS
SCALE: NONEC8.6
1
2. SEE DETAIL 1/C8.6 FOR MORE INFORMATION.
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
PVR
MPW
AUGUST 2018
NO
.
RE
V
I
S
I
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N
BY
DA
T
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CH
K
1 W 6th Street
Vancouver, WA 98660
360.69.388
www.pEsusa.com
DV
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11
7
9
9
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6
9
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A
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N
U
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MPA
JAN
OREGONOREGON
21
ST
O
R
M
W
A
T
E
R
DE
T
A
I
L
S
C8.6AS BUILT
VAN
1+36.06
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
SW 69TH AVENUE
SW 70TH AVENUE
SW
C
L
I
N
T
O
N
S
T
3 SJS
59 STO
5 SVD
10 SVD
5 SVD
4 SJS
5 SVD
15 SVO 3 SJS
2 TCC
43 SVP
1 TFL
3 SJS
4 SVD
3 SJS
4 SJS
1 TPA
1 TPA
1 TPA
10 SIC
4 SJS
4 SVD
3 SJS
4 SVD
5 SJS
6 TFL
5 SVD
7 SJS
3 SJS
6 SIC 6 SIC
1 TPA
3 SJS
3 SVD
1 TPA
3 SJS
5 SJS
6 SIC
6 SIC
5 SJS
5 SIC
1 TPA
3 SJS
5 SIC
1 TZS
1 TGT
1 TGT
1 TPA
1 SIC
HAMPTON INN AND SUITES
6 TFL
4 SIC
4 SIC
1 TZS
4 SIC4 SIC
8 SIC 4 SIC 4 SIC8 SIC
4 SIC
4 SIC
4 SIC
2 TGT
1 TGT
1 TPA
SIGHT DISTANCT
TRIANGLE (TYP)
VISION CLEARANCE
TRIANGLE (TYP)
VISION CLEARANCE
TRIANGLE (TYP)
1 TGT
1 TPA
3 TCR
6 TFL
1 TPA
3 TAT
8 SSR
2 SSR
5 TCR
1 TGT
1 TZS
2 SSR
1 TFL1 TFL
1 TZS
LEGEND
Proposed Deciduous Tree
Proposed Shrub
Landscape Calculations:
Total Site Area:80,703 SF
Total Landscape Area:12,192 SF (15%)
Total Parking Lot Area:40,579 SF
Mature Canopy Cover: 16,773 SF (41%)
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DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
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11
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MPA
JAN
ROBERT W. PHIPPS
5-31-2022
R E G I S TERE
D
L
A
N
D
S
CAPE A R C H ITECT
690
OREGON
DIGITALLY SIGNED
40'20'10'0'
SCALE: 1" = 20'
LA
N
D
S
C
A
P
E
P
L
A
N
L1.0
33
PLANT LIST
SYM QTY NAME SIZE CONTAINER SPACING
TREES
TAT 3 Acer truncatum x Acer platanoides
Sunset Maple 1.5" Cal B&B or 25 Gal As Shown
TCC 2 Cornus controversa 'June Snow'
June Snow Dogwood 3.5" Cal B&B or 25 Gal As Shown
TGT 7 Gleditsia triacanthos v. inermis 'Suncole'
Suncole Honey Locust 2.5" Cal B&B or 25 Gal As Shown
TPA 10 Platanus x acerifolia 'Bloodgood'
London Plantree 1.5" Cal B&B or 25 Gal As Shown
TZS 5 Zelkova serrata 'Mushashino'
Columnar Zelkova 1.5" Cal B&B or 25 Gal As Shown
TCR 8 Acer rubrum 'Sunset'
Red Sunset Maple 2.5" Cal B&B or 25 Gal As Shown
TFL 21 Fraxinus latifolia
Oregon ash 2.5" Cal B&B or 25 Gal As Shown
SHRUBS
SIC 102 Ilex crenata 'Hoogendorn Holly'
Hoogendorn Holly 12" Height Min 3 Gal As Shown
SJS 61 Juniperus squamata
Blue Star Juniper 12" Height Min 3 Gal As Shown
SSR 12 Sarcacocca ruscifolia
Fragrant Sweet Box 12" Height Min 3 Gal As Shown
STO 59 Thuja occidentalis 'Smaragd'
Emerald Green Arborvitae 6' Height Min B&B As Shown
SVP 43 Vaccinium pavifolium
Red Huckleberry 3' Height Min 5 Gal As Shown
SVD 45 Viburnum davidii
David Viburnum 12" Height Min 3 Gal As Shown
SVO 15 Viburnum obovatum 'Densa'
Dwarf Walter's Viburnum 12" Height Min 3 Gal As Shown
PERENNIALS
8 Pennisetum alopecuroides
Black Fountain Grass 8"-12" Height Min 1 Gal 30" O.C.
125 Pennisetum alopecuroides 'Little Bunny'
Little Bunny Fountain Grass 6" Height Min 1 Gal 12" O.C.
GROUNDCOVERS
382 Arctostaphylos uva-ursi
Kinnickinnick Fully Rooted 4" Pot 30" O.C.
24 Carex elata 'Bowles Golden'
Bowles Golden Carex Fully Rooted 1 gallon 24" O.C.
290 Waldsteinia fragarioides
Barren Strawberry Fully Rooted 4" Pot 12" O.C.
RAIN GARDEN
7750 SF
25% - Carex obnupta - Slough Sedge
25% - Carex vulpinoidea - Fox Sedge
25% - Juncus tenuis - Slender Rush
25% - Juncus ensifolius - Dagger-leaf Rush
Plug Plant each plant in
groups of 5-7 plants.12" O.C.
GENERAL NOTES:
1.Refer to Civil Engineer's drawings for utility information; including storm drain, sewer, water, electrical, gas, telephone and cable.
2.Refer to city and/or county standard plans and specifications where applicable.
3.Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All
piping, conduit, sleeves, etc., shall be set in place prior to installation of irrigation and planting construction items.
4.Contractor shall be responsible to consult with city representative, appropriate agencies and plans, for the locations of all
underground utilities, pipes and structures. Contractor shall take sole responsibility for all damages cause as a result of their work.
5.Contractor shall not willfully proceed with construction as designed when it is obvious that obstructions, area discrepancies and/or
grade difference exist that may not have been known during design. Such conditions shall be immediately brought to the attention of
the owner's authorized representative. The contractor shall assume full responsibility for all necessary revisions due to failure to give
such notifications.
PLANTING NOTES:
OWNER'S RESPONSIBILITY FOR MAINTENANCE:
After the completion of the construction contract, and the contractor's maintenance periods, the property owner and/or their landscape
maintenance service shall maintain the site in a safe condition, including but not limited to the: trees, shrubs, groundcovers, grass, and
irrigation system. Landscape plantings shall be maintained in a healthy condition throughout the year. Replace all plants that die with like
varieties and match with size of adjacent plants. Maintenance may include but is not limited to: pruning, mowing, trimming, vegetation
debris removal and other methods necessary to maintain safe pedestrian access, vehicular access, utility access, sight visibility, and to
preserve public safety.
INSTALLATION:
1.The contractor shall install the landscape according to these plans, details, and the specifications.
2.Verify locations of all pertinent site improvements under other sections. If any part of this plan connot be followed due to site
conditions, contact the owner's authorized representative for instruction prior to commencing work.
3.Exact locations of plant materials shall be reviewed by the owner's authorized representative in the field prior to installation. Owner's
authorized representative reserves the right to adjust plants to exact location in the field.
4.All plants shall be grown for this region or shall be adequately climatized.
5.Do not make substitutions. If specified landscape material is not obtainable, submit proof of non-availability from at least five (5)
sources to the Landscape Architect, together with the proposal for use of equivalent material for final approval.
6.Contractor shall contact the Landscape Architect or owner's representative for plant material inspection prior to installation.
7.Contractor shall repair or replace any existing landscape affected by construction to it's original condition. Contact Landscape
Architect if any areas not originally landscaped, become landscape.
PLANTING LIST, SPECIFICATIONS, AND DETAILS:
Planting list is on this sheet.
Planting details and specifications will be provided with final construction documents.
IRRIGATION:
Irrigation will be provided by an automatic underground system capable of providing adequate water to planting throughout the year. The
irrigation system will be design build by the landscape contractor.
VISION CLEARANCE:
All shrubs in the vision clearance triangle shall be maintained at a height of no greater that three (3) feet, measured from the top of curb.
All trees in the vision clearance triangle are to be limbed up to a height of eight (8) feet, measured from the top of curb.
TREE PRUNING:
All trees or shrubs hereafter planted or substantially pruned in any public right-of-way shall only be pruned or planted with permission of
the controlling agency.
Pruning of deciduous street trees adjacent to streets and sidewalks shall be performed pursuant to the following schedule and standards:
YEAR 1: Only dead, broken or crossing branches shall be pruned when the tree is planted.
YEAR 2: A Class I prune, pursuant to National Arborist Association Standards, shall be performed during year 2. The purpose of this
pruning is to establish proper scaffold branching, raise the crown for road / sidewalk clearance, and remove any dead dying or crossing
branches.
SUCCEEDING YEARS: Perform a Class I prune during succeeding years to continue to establish proper scaffold branching, remove any
dead, dying, or crossing branches, and continue to raise the crown until road and sidewalk clearances standards have been met.
TREE, SHRUB, AND GROUNDCOVER PRUNING:
All plant growth in landscape areas shall be controlled by pruning, trimming or otherwise so that:
1.It will not interfere with the maintenance or repair of any public utility.
2.It will not restrict pedestrian or vehicular access.
3.It will not constitute a traffic hazard because of reduced visibility.
4.Prune trees as required above.
JUNE 2020
84
84
06
/
1
6
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2
0
JA
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84
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84
a
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1
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84b
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84
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08
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1
7
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2
1
84b
84b
84b
84b
84b
VAN
1+36.06
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
SW 69TH AVENUE
SW 70TH AVENUE
SW
C
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O
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S
T
1L 2L 3L 4L 5L
6L 7L 8L 9L
11L
12L
16L
32L
31L 20L
33L
34L
35L
36L
37L
53L
52L
51L
50L
39L
40L 41L
43L
44L
45L46L
47L
48L49L
38L
13L
14L 15L
18L19L 17L
21L22L23L24L25L26L
27aL
28L
29L30L
27bL27cL
10L
42L
LEGEND
Proposed Deciduous Tree
Tree Canopy Area
L:
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0
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0
-
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2
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2
9
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2
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G
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
MPA
JAN
ROBERT W. PHIPPS
5-31-2022
R E G I S TERE
D
L
A
N
D
S
CAPE A R C H ITECT
690
OREGON
DIGITALLY SIGNED
40'20'10'0'
SCALE: 1" = 20'
TR
E
E
C
A
N
O
P
Y
P
L
A
N
L1.1
34
* Additional soil volume required. See Additional Soil Volume Table on this sheet.
Note: Canopy spread and canopy area obtained from "Supplemental Arborist Report for Hampon Inn" prepared by Teragan &
Associates, Inc. on February 16, 2017.
PLANT LIST
TREE
NO.
SCIENTIFIC NAME /
COMMON NAME CALIPER
MATURE
CANOPY
SPREAD (FT)
MATURE
CANOPY
AREA (SF)
AVAILABLE SOIL
VOLUME
(CF OF OPEN SOIL)
COMMENTS
1L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
2L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
3L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
4L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
5L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
6L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
7L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
8L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
9L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
10L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 1,000+Street Tree
11L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 927 Street Tree
12L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
13L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
14L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
15L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Street Tree
16L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
17L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
18L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
19L Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
20L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 675*Parking Lot Tree
21L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
22L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
23L Alnus rubra / Red Alder 3.5"40 1,256 1000+Parking Lot Tree
24L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
25L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
26L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
27aL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
27bL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
27cL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
28L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 672*Parking Lot Tree
29L Cornus controversa 'June Snow'
/ June Snow Dowgoow 3.5"35 962 1,000+Parking Lot Tree
30L Cornus controversa 'June Snow'
/ June Snow Dowgoow 3.5"35 962 1,000+Parking Lot Tree
31L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 336*Parking Lot Tree
32L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
33L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
34L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
35L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
36L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
37L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
38L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
39L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 1.5"40 1,256 585*Parking Lot Tree
40L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 585*Parking Lot Tree
41L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 312*Parking Lot Tree
42L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 108*Parking Lot Tree
43L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 108*Parking Lot Tree
44L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
45L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
46L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
47L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
48L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
49L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
50L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
51L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
52L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
53L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
Tree Canopy Calculations:
Total Site Area:80,703 SF
Total Canopy Required:26,632 SF (33%)
Proposed Non-Native Tree Canopy:26,178 SF
Proposed Native Tree Canopy:42,390 SF
Total Canopy Area:46,630 SF (55%)
Total Parking Lot Area:40,579 SF
Required Mature Canopy Cover:12,174 SF (30%)
Mature Canopy Cover:16,596 SF (40%)
84
a
TR
E
E
C
A
N
O
P
Y
A
D
J
U
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T
M
E
N
T
S
07
/
2
1
/
2
1
OA
G
84b
84b
84b
84b
RE
V
I
S
E
D
T
R
E
E
S
P
E
C
I
E
S
84
b
OA
G
08
/
1
7
/
2
1
84b
84b
84b
VAN
1+36.06
➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤➤
SW 69TH AVENUE
SW 70TH AVENUE
SW
C
L
I
N
T
O
N
S
T
1L 2L 3L 4L 5L
6L 7L 8L 9L
11L
12L
16L
32L
31L 20L
33L
34L
35L
36L
37L
53L
52L
51L
50L
39L
40L 41L
43L
44L
45L46L
47L
48L49L
38L
13L
14L 15L
18L19L 17L
21L22L23L24L25L26L
27aL
28L
29L30L
27bL27cL
10L
42L
LEGEND
Proposed Deciduous Tree
Tree Soil Area
L:
\
P
r
o
j
e
c
t
s
\
7
0
0
0
0
\
7
0
9
0
0
-
7
0
9
9
9
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7
0
9
7
6
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m
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M
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e
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C
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v
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\
D
W
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\
7
0
9
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6
.
0
0
2
\
7
0
9
7
6
_
L
1
.
0
-
L
1
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2
_
L
A
N
D
S
C
A
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E
P
L
A
N
-
C
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y
.
d
w
g
O
c
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2
9
,
2
0
2
1
1
0
:
4
0
a
m
O
m
a
r
G
DWG NO.SHEET NO.
36
OF
PROJECT:
DRAWN:
CHECKED:
DATE:
70976.002
AUGUST 2018
NO
.
RE
V
I
S
I
O
N
BY
DA
T
E
CH
K
415 W 6th Street
Vancouver, WA 98660
360.695.3488
www.pbsusa.com
DV
K
O
C
R
,
L
L
C
TI
G
A
R
D
H
A
M
P
T
O
N
I
N
N
&
S
U
I
T
E
S
11
7
9
9
S
W
6
9
T
H
A
V
E
N
U
E
MPA
JAN
ROBERT W. PHIPPS
5-31-2022
R E G I S TERE
D
L
A
N
D
S
CAPE A R C H ITECT
690
OREGON
DIGITALLY SIGNED
40'20'10'0'
SCALE: 1" = 20'
TR
E
E
S
O
I
L
P
L
A
N
L1.2
35
*Additional soil volume required. See Additional Soil Volume Table on this sheet.
Note: Canopy spread and canopy area obtained from "Supplemental Arborist Report for Hampon Inn" prepared by Teragan &
Associates, Inc. on February 16, 2017.
ADDITIONAL SOIL VOLUME
TREE NO.OPEN SOIL VOLUME COVERED SOIL VOLUME TOTAL
1L 75 CF 767 CF 842 CF
2L 75 CF 785 SF 860 CF
3L 75 CF 785 SF 860 CF
4L 75 CF 785 SF 860 CF
5L 75 CF 767 CF 860 CF
17L 75 CF 787 CF 937 CF
18L 75 CF 787 CF 937 CF
19L 75 CF 787 CF 937 CF
20L 675 CF 330 CF 1,005 CF
27aL 75 CF 262 CF 1,000+ CF
27bL 75 CF 262 CF 1,000+ CF
27cL 75 CF 262 CF 1,000+ CF
28L 672 CF 360 CF 1,032 CF
31L 336 CF 687 CF 1,023 CF
40L 585 CF 441 CF 1,026 CF
41L 585 CF 441 CF 1,026 CF
42L 312 CF 714 CF 1,026 CF
43L 108 CF 918 CF 1,026 CF
44L 108 CF 918 CF 1,026 CF
PLANT LIST
TREE
NO.
SCIENTIFIC NAME /
COMMON NAME CALIPER
MATURE
CANOPY
SPREAD (FT)
MATURE
CANOPY
AREA (SF)
AVAILABLE SOIL
VOLUME
(CF OF OPEN SOIL)
COMMENTS
1L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
2L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
3L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
4L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
5L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
6L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
7L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
8L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
9L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
10L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 1,000+Street Tree
11L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 927 Street Tree
12L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
13L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
14L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
15L Fraxinus latifolia / Oregon Ash 2.5"30 900 1,000+Street Tree
16L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
17L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
18L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
19L Acer rubrum 'Sunset' / Sunset
Maple 2.5"40 1,256 75*Street Tree
20L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 675*Parking Lot Tree
21L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
22L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
23L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
24L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
25L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
26L Fraxinus latifolia / Oregon ash 3.5"30 707 1000+Parking Lot Tree
27aL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
27bL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
27cL Acer truncatum x Acer
platanoides / Sunset Maple 1.5"25 491 75*Street Tree
28L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 672*Parking Lot Tree
29L Cornus controversa 'June Snow'
/ June Snow Dowgoow 3.5"35 962 1,000+Parking Lot Tree
30L Cornus controversa 'June Snow'
/ June Snow Dowgoow 3.5"35 962 1,000+Parking Lot Tree
31L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 336*Parking Lot Tree
32L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
33L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
34L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
35L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
36L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
37L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
38L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 2.5"35 962 1,000+Parking Lot Tree
39L Gleditsia triacanthos var. inermis
'Suncole' / Suncole Honeylocust 1.5"40 1,256 585*Parking Lot Tree
40L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 585*Parking Lot Tree
41L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 312*Parking Lot Tree
42L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 108*Parking Lot Tree
43L Zelkova serrata 'Mushashino' /
Columnar Zelkova 1.5"15 177 108*Parking Lot Tree
44L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
45L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
46L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
47L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
48L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
49L Fraxinus latifolia / Oregon ash 3.5"30 707 1,000+Parking Lot Tree
50L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
51L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
52L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
53L Platanus x acerfolia 'Bloodgood"
/ London Planetree 1.5"40 1,256 1,000+Parking Lot Tree
84
a
TR
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E
C
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O
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07
/
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2
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G
84a
84b
84b
84b
RE
V
I
S
E
D
T
R
E
E
S
P
E
C
I
E
S
84
b
OA
G
08
/
1
7
/
2
1
84b
84b