HomeMy WebLinkAboutDarby Ridge2
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TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
SW
HUNTWOOD
CT
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
P
E
A
C
E
A
V
E
TRACT B
SW
H
A
V
E
R
L
Y
L
N
TR
A
C
T
C
(
P
R
I
V
A
T
E
S
T
R
E
E
T
)
SW STARLYN LN
TRACT E (PRIVATE STREET)
TRACT D
OPEN SPACE
TRACT A COMMUNITY TRAIL
COMMUNITY TRAIL
EX. HOUSE UNDER SEPARATE
PERMIT WITH
WASHINGTON
COUNTY
SW
ROSARIO
LN
SW
1
5
0
T
H
A
V
E
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G
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N
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WJ
D
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F
12
/
2
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2
2
12
/
2
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2
2
12
/
2
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2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
DARBY RIDGE PUD
SITE MAP
SCALE: 1"=40'
A 34 LOT PLANNED DEVELOPMENT ON TAX LOTS
105, 106, 12600 & 13500 TAX MAP 2S1 08DC
15955 & 15975 SW 150TH AVENUE, TIGARD, OREGON, 97223
TAX MAP:2S1 08DC
TAX LOTS:105, 106, 12600, AND 13500
SITE ADDRESS: 15955 & 15975 SW 150TH AVE.
TIGARD OREGON, 97223
SITE SIZE: 4.95 ACRES
ZONING:R-7
SITE INFORMATION
CIVIL ENGINEERING/SURVEYING
PIONEER DESIGN GROUP, INC.
9020 SW WASHINGTON SQ RD., SUITE 170
PORTLAND, OR 97223
CONTACT: WILLIAM DOSTER, PE
PHONE: (503) 643-8286
EMAIL: WDOSTER@PD-GRP.COM
VERTICAL DATUM
C1.1
CONDITIONS OF APPROVALC0.2
SHEET INDEX
C3.0
C1.2
C1.0
GENERAL NOTESC0.1
COVER SHEET
SHEET DESCRIPTIONSHEET
NUMBER
C0.0
VICINITY MAP
SITEAPPLICANT / OWNER
PULTE GROUP
3535 FACTORIA BLVD SE, STE 600
BELLEVUE, WA 98006
CONTACT: JOHN SCHMIDT
PHONE: (503) 704-9745
EMAIL: JOHN.SCHMIDT@PULTEGROUP.COM
PROJECT ARBORIST
MORGAN HOLEN & ASSOCIATES LLC
3 MONROE PARKWAY, SUITE P 220
LAKE OSWEGO, OREGON 97035
CONTACT: MORGAN HOLEN
PHONE: (971) 409-9354
EMAIL: MORGAN@MHOLEN.COM
LANDSCAPE ARCHITECT
PIONEER DESIGN GROUP, INC.
9020 SW WASHINGTON SQ RD., SUITE 170
PORTLAND, OR 97223
PHONE: (503) 643-8286
SSLN-C PLAN & PROFILE
C3.2
CO
V
E
R
S
H
E
E
T
C0.0
EXISTING CONDITIONS & DEMOLITION PLAN
OVERALL STREET PLAN
TRACT C PRIVATE STREET, SDLN-03 PLAN & PROFILE
C5.0
C5.1
C5.6
TREE CANOPY SITE PLAN AND OPEN SPACE PLANTING PLANL1.0
OPEN SPACE TRACTS 'A', 'B' & 'D' - PLANTING PLANSL1.1
C3.1
TYPICAL STREET SECTIONS & DETAILS
C4.0
SW BLUEWATER TERRACE, SDLN-01 PLAN & PROFILE
C4.1
SW PEACE AVENUE, SDLN-02 PLAN & PROFILEC5.2
C5.3
C5.4
C5.5 TRACT E PRIVATE STREET, SDLN-04 PLAN & PROFILE
TRACT D TRAIL, EX. SDLN-06 PLAN & PROFILE
SSLN-A PLAN & PROFILE
SSLN-B, SSLN-F PLAN & PROFILE
WASHINGTON COUNTY BENCHMARK NO. 757.
ELEVATIONS BASED ON WASH. CO. BM. 757, A BRASS DISK
MARKING THE QUARTER CORNER COMMON TO SECTION 8
(T2S) R1W, W.M. AND LOCATED AT THE SOUTHWEST CORNER
OF THE SW BEFF BEND ROAD AND SW 150TH AVENUE
INTERSECTION.
NGVD 29 ELEVATION: 250.135
GRADING PLANC2.0
EXISTING TREE TABLES
C2.1
PRELIMINARY PLATC0.3
PLANTING LEGENDS, DETAILS & NOTESL2.0
STREET LIGHTING COVER SHEET
GEOTECHNICAL ENGINEER
LIGHTING DESIGNER
R&W ENGINEERING, INC.
9615 SW ALLEN BLVD., SUITE 107
BEAVERTON, OR 97005
CONTACT: DENNIS HALL
PHONE: (503) 726-3317
EMAIL: DHALL@RWENG.COM
LOCATES (48 HOURS NOTICE REQUIRED)
REPAIR EMERGENCIES DISTURBED AREA
(ONSITE & OFFSITE)
ONSITE = 194,994 SF
OFFSITE = 11,025 SF
TOTAL DISTURBED AREA = 206,019 SF
(4.73 AC)
STREET PAVEMENT = 40,242 SF
SIDEWALKS & TRAILS = 15,827 SF
PRIVATE PROPERTY = 87,120 SF
EXISTING IMPERVIOUS TO REMAIN = 11,980 SF
TOTAL DEVELOPED IMPERVIOUS = 155,169 SF
IMPERVIOUS AREA
TREE PRESERVATION & REMOVAL SITE PLAN
SITE SECTION PLAN & PROFILE
OVERALL COMPOSITE UTILITY PLAN
CURB RETURNS - PLAN & PROFILE
SPOT ELEVATION PLAN
SW PEACE AVENUE (CONT.) PLAN & PROFILE
C6.0
C6.1
C6.2
SSLN-D, SSLN-E PLAN & PROFILEC6.3
WATERLINE PLANC7.0
SIGNAGE & STRIPING PLANC8.0
SIGNAGE LEGEND & DETAILSC8.1
CONSTRUCTION DETAILS - TIGARDC9.0
C9.1
C9.2
C9.3
C9.4
C9.5
CONSTRUCTION DETAILS - TIGARD
CONSTRUCTION DETAILS - TIGARD
CONSTRUCTION DETAILS - CWS
CONSTRUCTION DETAILS - CWS
CONSTRUCTION DETAILS - CWS, ODOT, BEAVERTON
EROSION & SEDIMENT CONTROL COVER SHEETP1
CLEARING & DEMOLITION EROSION & SEDIMENT CONTROL PLANP2
GRADING, STREET, UTILITY CONSTRUCTION EROSION &
SEDIMENT CONTROLP3
VERTICAL CONSTRUCTION EROSION & SEDIMENT CONTROL PLANP4
EROSION & SEDIMENT CONTROL DETAILSP5
EROSION & SEDIMENT CONTROL DETAILSP6
TRACT A & TRACT B TRAIL, SDLN-00 PLAN & PROFILE
E0.1
E1.1 STREET LIGHTING PHOTOMETRIC
C2.2 RETAINING WALL REPORT & DETAILS
C2.3 LOT GRADING SECTIONS
GEOPACIFIC ENGINEERING, INC.
14835 SW 72ND AVENUE
PORTLAND, OREGON 97224
CONTACT: BENJAMIN G. ANDERSON, P.E.
PHONE: (503) 598-8445
EMAIL: BANDERSON@GEOPACIFICENG.COM
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DARBY RIDGE
141-037
ENGINEERING
GE
N
E
R
A
L
N
O
T
E
S
C0.1
ABBREVIATIONS
WATER SUPPLY
STORM AND SANITARY
ROADS
EXCAVATION AND GRADING
GENERAL CONDITIONS GENERAL CONDITIONS (CONT.)
“â€
¾
¾
WATER SUPPLY (CONT.)
¾¾
’
–
â€â€ â€
â€
“â€
“â€
â€
“â€
â€â€ â€
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:
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6
4
3
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2
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DARBY RIDGE
141-037
ENGINEERING
CO
N
D
I
T
I
O
N
S
O
F
A
P
P
R
O
V
A
L
C0.2
2
3
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19
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22232425282729303132333426
13
8
TRACT ATRACT B
17
1
90
'
20
'
62'
20
'
62'
38
'
90'
38
'
40
'
90'
40
'
40
'
40
'
90'
38
'
90'
38
'
83'
39'
90'
5'
35
'
90'
40
'
90'
28
'
2
7'73'
45
'
95'
45
'
30
'
6'105'
41'
41'
40'
40'
90
'
40'
40'40'
90
'
40'38'
38'
90
'
40'
90
'
40'40'
40'
90
'
40'
90
'
40'26'
2 7 '
73
'
43'
90
'
40
'
95'
40
'
1248 SF
3430 SF
3608 SF
3605 SF
3423 SF
3417 SF
3827 SF
3591 SF
3591 SF
3978 SF
25094 SF
3808 SF 3600 SF 3600 SF 3600 SF 3420 SF 3600 SF 3600 SF 3600 SF 3421 SF 3711 SF
3781 SF
3744 SF
3522 SF
3758 SF
10448 SF
3651 SF
40
'
95'
40
'
4272 SF
3797 SF
3797 SF
3387 SF
2655 SF
5162 SF
10
0
'
36
'
30'
6'102'
22'
15
0
'
22'
15
0
'
15'
15
'
185'11
'
25
'
7'
102'
39
'
95'
5666 SF
3331 SF
57
'
90'
57
'
9'
33'
87'
42
'
88'
38
'
1'
2'
37
'
90'
90
'
8'31'
38'
43'
43'
87
'
41
'
32'
6'
21'
36
'
33'
4'105'
95'
38
'
93'
33'
115'
72'
3'
51'
51'
5'173'
15
4
'
3554 SF
4483 SF
3616 SF
87
'
36
'
41'
87
'
8'
36'
10
0
'
6'
3 7 '
38'
3659 SF
TR
A
C
T
C
PR
I
V
A
T
E
S
T
R
E
E
T
TRACT E
PRIVATE STREET
TRACT D
OPEN SPACE
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
20
'
20
'
21
'
92'
173'
522'
5'
SW
ROSARIO
LN
SW HUNTWOOD CT
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE SW
1
5
0
T
H
A
V
E
SW
P
E
A
C
E
A
V
E
28.00'50.00'
28.00'
50.00'
22.25'
20.00'
70.00'
37.00'
25.00'
8.00'
12.00'
20.00'
8.00'
3.00'
R55.00'
R57.00'
40.41'
20.00'
6.00'
12.00'20.00'
R28.00'
19.00'
21.00'
10.00'
20.00'
2' ROW DEDICATION
1 3
1
4
4
2
5
5
5
6
6
7
8
10.00'
9 9
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DARBY RIDGE
141-037
ENGINEERING
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
C0.3
1 INCH = 30 FEET
30 15 30
6C$/E
0
15.0'
REAR
APPROVED SETBACKS
NTS
20.0'
GARAGE
3.0'
SIDE
8.0'
STREET SIDE
12.0'
FRONT
5.0'
PERIMETER SIDE
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
EASEMENT NOTES
1 8.0' PUBLIC UTILITY EASEMENT (PUE)
TRACT NOTES
1.TRACTS A, B, & D SHALL BE DEDICATED TO THE PUBLIC &
OWNED & MAINTAINED BY THE CITY, PENDING FURTHER
REVIEW AND APPROVAL.
2.TRACT C & E WILL BE PRIVATE STREET TRACTS, OWNED &
MAINTAINED BY THE BENEFICIARIES (LOTS TAKING ACCESS)
WITH STORM & SANITARY EASEMENTS TO THE CITY OVER
THEIR ENTIRETY.
2 13.25'PUBLIC UTILITY EASEMENT & SIDEWALK EASEMENT
(PUE & SWE)
3
4 4.0' WATER EASEMENT
8.0' PUBLIC UTILITY EASEMENT & SIDEWALK EASEMENT
(PUE & SWE)
5 15.0' SANITARY SEWER EASEMENT
6 STORM SEWER EASEMENT
7 5.0' PRIVATE UTILITY EASEMENT
8 30' TEMPORARY CONSTRUCTION EASEMENT
9 10' WALL MAINTENANCE EASEMENT
SW HUNTWOOD STREET
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
A
C
E
S
W
P
E
A
C
E
A
V
E
N
U
E
S89°56'10"W 636.80'
S0
0
°
0
1
'
0
6
"
E
3
1
5
.
7
8
'
SW
1
5
0
T
H
A
V
E
N
U
E
CO
U
N
T
Y
R
O
A
D
3
7
8
TRACT I
LOT 72
TRACT J
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TR
A
C
T
S
TL
1
3
5
0
0
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2015-073604 DOCUMENT NO. 2005-037141
DOCUMENT NO. 2000-031295
SW ROSARIO LANE
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "TRACT B
TRACT E
TAX LOT 106 - 2S108DCTAX LOT 105 - 2S108DC
TAX LOT 600 - 2S117A
SW HUNTWOOD COURT
LOT 1
" A U T U M N V I E W "TRACT B
S89°56'10"W 636.80'
EX.SDMH
RIM=337.4'±
IN(NE)=328.4'±
OUT(W)=328.3'±
EX.SDMH
RIM=340.54'±
30" IN(N)=331.3'±
10" IN(SW)=330.6'±
10" IN(E)=330.6'±
30" OUT(SW)=329.3'±
EX.SDMH
RIM=333.3'±
IN(E)=326.6'±
OUT(W)=326.3'±
EX.SDMH
RIM=362.7'±
IN(N)=356.2'±
IN(E)=356.2'±
OUT(S)=356.0'±
EX.SSMH
RIM=358.6'±
IN(N)=352.4'±
IN(E)=352.4'±
OUT(S)=352.2'±
EX.SSMH
RIM=355.5'±
IN(N)=349.3'±
OUT(S)=349.1'±
EX.SDMH
RIM=347.6'±
IN(N)=342.0'±
IN(NE)=342.0'±
OUT(S)=341.8'±
EX.SSMH
RIM=335.7'±
IN(N)=329.6'±
OUT(S)=329.4'±
EX.SSMH
RIM=333.1'±
IN(N)=327.2'±
IN(E)=327.2'±
OUT(S)=327.0'±EX.SDMH
RIM=330.4'±
IN(N)=326.1'±
OUT(S)=325.9'±
EX.SSMH
RIM=322.1'±
IN(N)=316.2'±
OUT(S)=316.0'±
EX.SSMH
RIM=314.9'±
IN(N)=309.4'±
OUT(S)=309.2'±
EX. STREET SIGN
AND STOP SIGN
EX. STREET SIGN "TEE"
EX. SIDEWALK
BARRICADE
EX. WOOD FENCE
EX. WOOD FENCE
EX. SDCB
RIM=362.5'±
OUT(W)=357.8'±
SUMP=356.1'±
EX. SDCB
RIM=358.0'±
15" RCP
IE=344.2'±
EX.SDAD
RIM=337.9'±
OUT(S)=337.2'±
SUMP=337.0'±
EX.SDCB
RIM=333.1'±
IN(N)=331.1'±
OUT(S)=330.8'±
SUMP=330.8'±
EX.SDCB
RIM=332.1'±
IN(N)=329.1'±
OUT(S)=329.1'±
SUMP=329.1'±
10" RCP, IE=326.0'±
12" RCP, IE=325.6'±
15" RCP, IE=320.8'±
15" RCP, IE=320.3'±
10" PVC, IE=320.1'±
24" DIP, IE=305.6'±
24" DIP, IE=304.6'±
EX. HOUSE
20.00'37.00'
37.00'35.00'
35.00'33.00'
S00°02'00"W 20.00'
S89°56'10"W 28.00'
N0
0
°
0
2
'
0
0
"
E
2
4
9
.
9
9
'
N89°55'53"E 2.36'
N04°15'45"E 43.21'
N89°42'03"E 138.35'
L=15.50'
R=141.00'
D=6°17'59"
CH=S16°45'05"W
15.50'
L=5.50'
R=191.00'
D=1°38'59"
CH=N19°04'35"E
5.50'
N89°42'03"E 369.71'
S00°04'07"E 20.00'
N89°42'03"E 144.64'
EX. SSMH
LOCATION APPROX.
(BUILT AFTER INITIAL TOPO)
EX.SDMH
RIM=310.47'±
30" IN(N)=306.1'±
30" IN(E)=306.1'±
30" OUT(W)=306.0'±
[LADDER ON SOUTH]
EX.SDMH
RIM=312.40'±
24" IN(N)=306.5'±
30" OUT(S)=306.3'±
[LADDER ON WEST]
EX.SDCI
RIM=340.82'±
OUT(W)=332.8'±
SUMP=332.4'±
EX.SDCI
RIM=339.67±
OUT(E)=333.3'±
SUMP=332.1'±
EX.SDMH
RIM=349.24'±
30" IN(N)=341.1'±
30" IN(E)=341.1'±
30" OUT(S)=341.0'±
EX.SSMH
RIM=350.16'±
IN(N)=340.8'±
IN(S)=340.8'±
OUT(E)=340.6'±
EX.SSMH
RIM=345.97'±
OUT(N)=340.8'±
EX.SDCI
RIM=341.2'±
OUT(SW)=335.1'±
SUMP=333.3'±
EX.SDCI
RIM=340.53'±
OUT(SE)=335.2'±
SUMP=333.3'±
EX.SDMH
RIM=336.8'±
IN(E,NE,NW)=332.2'±
OUT(SE)=332.0'±
EX.SDCI
RIM=347.8'±
OUT(S)=342.3'±
SUMP=340.8'±
EX.SDMH
RIM=339.0'±
IN(E)=331.0'±
OUT(W)=330.8'±
EX.SDMH
RIM=345.7'±
IN(N)=340.4'±
OUT(W)=340.2'±
TRACT L
-14
.
9
%
-13.6
%
-
1
1
.
0
%
-9
.
7
%
-6
.
4
%
-5
.
1
%
-1
2
.
7
%
-9
.
4
%
-
1
8
.
9
%
-1
9
.
0
%
-12
.
1
%
-1
0
.
6
%
3
4
2
3
4
4
34
6
33
0
340
350
360
332
334
336
338
342
344
346
348
352
354
356
358
362
364
300
31
030
2
30
4
306
30
8
3
1
2
3
1
4
3
1
6
31
8
298
298300302304306
308
302
3
0
8
3
1
2
310
320
330
30
2
304
306
308
312
314
316
318
322
324
326
328
33
2
334
336
33
8
31
0
3
2
0
33
0
312
314
316
3
1
8
322
3
2
4
326
328
33
2
33
4
336
TAX LOT 12600
6
5
5
7
10
7
51
1
1
2
1
3
4
5
6
6
7
8
8
9
10
15
11
11
12
310
320
306
308
312
314
316
318
322
324
3
4
0
3
3
6
3
3
8
3
4
2
320
3
3
0
322
324
32
6
3
2
8
332
334
33
6
338
312
31
4
316
3
1
0
3
0
8
31
2
31
4
310
320
312
314
316
318
332
334
336
13
14
16
Re
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Da
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No.
Type
Project
Sheet
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DARBY RIDGE
141-037
ENGINEERING
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
L
I
T
I
O
N
PL
A
N
C1.0
1 INCH = 40 FEET
40 20 40
6C$/E
0
- CLEANOUT
- WATER METER
- TELECOMM PEDESTAL
- LIGHT POLE
- UNDERGROUND POWER LINE
- GAS LINE
- SANITARY SEWER LINE
- STORM DRAINAGE LINE
- EXISTING CONCRETE
VU
W
- GAS VAULT
- UTILITY VAULT
- TELEPHONE MH/VAULT
- SIGN
- EXISTING ASPHALT PAVEMENT
- STORM MANHOLE
- FIRE HYDRANT ASSEMBLY
- WATER VALVE
- SANITARY MANHOLE
- CATCH BASIN/DRAIN INLET
LEGEND
- WATER VAULT
- JUNCTION BOX
- SURVEY MONUMENT FOUND
- MAILBOX
- OVERHEAD WIRE
- RIGHT-OF-WAY LINE
- WATER LINE
- COMMUNICATION LINE
- TELEPHONE LINE
- BOUNDARY LINE
- EXISTING LOT LINE
- EASEMENT LINE
- FENCE LINE (AS NOTED)
- EXISTING 2' CONTOUR
- EXISTING 10' CONTOUR
- CENTER LINE
132
130
- POWER POLE
- GAS VALVE
- CULVERT
- CONIFEROUS TREE (DBH)
- DECIDUOUS TREE (DBH)
- EXISTING GRAVEL SURFACE
- ELECTRIC VAULT
- GAS METER
- PEDESTRIAN SIGNAL POLE
- EXISTING BUILDING FOOTPRINT
- FIRE DEPARTMENT CONNECTION
FDC
- IRRIGATION VALVE
- MONITORING WELL
- COMMUNICATION VAULTV
C
- UTILITY EXTENSION
- BOLLARD
M
- HANDICAP MARKER
VE
V
W
VG
#
#
- DIAMETER (INCHES) AT BREAST HEIGHT#
- EXISTING WOOD DECK
PC
PE
PU - UTILITY PEDESTAL
- ELECTRIC PEDESTAL
- GUY WIRE
- TRAFFIC SIGNAL POLE
- TREE TO BE REMOVED
- FENCE LINE (AS NOTED)
- EXISTIND DRIP LINE
DEMOLITION NOTES
3
4
EXISTING FENCE TO BE REMOVED.
EXISTING CONCRETE TO BE REMOVED.6
7
1 EXISTING STRUCTURE TO BE REMOVED.
EXISTING SPORT COURT TO BE REMOVED.
EXISTING POOL TO BE REMOVED.
2 EXISTING HOME W/ DECKS, DRIVEWAY, & UTILITY
SERVICES TO BE REMOVED.
5 EXISTING RETAINING WALL TO BE REMOVED.
EXISTING PAVEMENT TO BE REMOVED.8
EXISTING GRAVEL DRIVE TO BE REMOVED.9
EXISTING UTILITY POLE TO BE REMOVED.10
EXISTING OVERHEAD WIRE TO BE REMOVED.11
12 EXISTING HOME, TREES (UNLESS INDICATED FOR
REMOVAL), & IMPROVEMENTS TO BE PROTECTED.
13 REMOVE EXISTING AREA DRAIN & PIPING
14 REMOVE EXISTING WATER WELL IN ACCORDANCE
WITH STATE REQUIREMENTS.
15 REMOVE EXISTING SEPTIC SYSTEM IN ACCORDANCE
WITH DEQ REQUIREMENTS.
16 REMOVE PORTION OF EXISTING PARK ACCESS IN
ORDER TO INSTALL NEW IMPROVEMENTS
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8
TRACT ATRACT B
17
1
TR
A
C
T
C
PR
I
V
A
T
E
S
T
R
E
E
T
TRACT E
PRIVATE STREET
TRACT D
OPEN SPACE
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295TAX LOT 600 - 2S117A
333
331
330
329
327
325
323
321
320
322
324
326
328
332
340
350
355
335
330
325
320
3
1
5
3
1
0
305
300305310310
311
312
313
314
315
316
317
318
319
331
332
335
338
337 338
33
5
33
3
33
1
330
310
315
305
305
320
325
330
335
334
335
337
336
34
0
335
33
0
3
2
5
3
2
0
334
333
332
331
32
9
32
8
32
732
6
324
3
2
3
3
2
2
321
31
9
31
8
31
7
3
1
6
3
1
4
3
1
3
3
1
2
3
1
1
3
0
8
3
0
0
298
299
300305303302307
308307
33
6
3
3
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339
33
7
344
346
3
4
1
3
4
2
3
4
3
340
6025
60266027
6028
6029
6030
6031
6032
6033
6035
6036
6037
6038
6039
6040
6041
6042
6307
6310
6313
6372
6626
6637
6638
6639 6669
6699 6704
6805
6925
7047
7050
7051
7052
7053
7054
7055
7057
7106
7107
7108
7109 7110
7254
72557256
7257
72587259
7260
7261
72627263
7264
7293
729472957296
7365
7366
7367
7457
7500
7501
7502
7503
7504
7505
7885
7886
7887
7888
8218
8219
8220
8221
8222
60466047
6049
613461356138
6195
6196
6306
6308
6309
6311
6312
6323
6437
6438
6472
6473
6565
6625
6636
6763
7029
7030
7031
7032
7033
7067
70687069
7070 707170727074
7083
70927105
7112
71247135
7179 7181
7187
7216
7222
7249
7250
7251
7252
7253
7332
7346
7364
9002
9003
9004
9005
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
1
5
0
T
H
A
V
E
310310
310
3
2
0
3
3
0
3
4
0
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312
31
4
31
6
31
8
32
2
324
32
6
32
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3
3
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33
6
338
342
34
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2
34
0
3
4
2
3
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4
34
6
320
330
340
350
318
322
324
326
328
332
334
336
338
342
344
346
348
352
354
356
310
32
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33
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314
31
6
318
32
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324
326
32
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33
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33
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33
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2
304 306 30
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8 3
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Da
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No.
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Project
Sheet
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ENGINEERING
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LEGEND
362
360
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362
360
Re
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141-037
ENGINEERING
EX
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TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
LOT 1
" A U T U M N V I E W "
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2
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2
2
14
1
-
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3
7
DARBY RIDGE
141-037
ENGINEERING
LO
T
G
R
A
D
I
N
G
S
E
C
T
I
O
N
S
C2.3
ROW
UTILITY EASEMENT
PUE / BACK OF EASEMENT PL
FLAT
FINISHED GRADE
(TOP OF STRIPPINGS)
STRUCTURAL
PAD
4" MIN., 8" MAX. STRIPPING DEPTH
SIDEWALK
STRUCTURAL PAD TO BE 12"
LOWER THAN BACK OF WALK
AT CENTER OF DRIVEWAY
5' WIDE
SHALLOW SWALE
TO CONTROL
RUNOFF
EXTEND 4'
PAST UTILITY
EASEMENT
ROW
UTILITY EASEMENT
PUE / BACK OF EASEMENT PL
FLAT
SIDEWALK
STRUCTURAL PAD TO BE 12"
LOWER THAN BACK OF WALK
AT CENTER OF DRIVEWAY
5' WIDE
SHALLOW SWALE
TO CONTROL
RUNOFF
EXTEND 4'
PAST UTILITY
EASEMENT
4" MIN., 8" MAX.
STRIPPING DEPTH
35'
FLAT
2
1
UPPER PAD =
ARCHITECTURAL
PLATE HEIGHT
(9' TYP.)
FINISHED GRADE
(TOP OF STRIPPINGS)
TYPICAL FLAT LOT
LOTS 1-15, 17-21
N.T.S.
TYPICAL DAYLIGHT BASEMENT
LOTS 22-34
N.T.S.
SEWER / STORM STUBS
SEWER / STORM STUBS
STRUCTURAL
PAD
FINISHED GRADE
(TOP OF STRIPPINGS)
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8 17
1
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
TRACT B
EX. HOUSE
SW ROSARIO LN
SW
HUNTWOOD
CT
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
1
5
0
T
H
A
V
E
SW
P
E
A
C
E
A
V
E
TR
A
C
T
C
PR
I
V
A
T
E
S
T
R
E
E
T
TRACT E
PRIVATE STREET
1
1
2
2
1
2
2
1
2
2
3
3
4
4
4
4
3
3
3
3
3
5
3
EX. 12" SD
6
3
7
TRACT A
COMMUNITY TRAIL
TRACT B
COMMUNITY TRAIL
TRACT D
OPEN SPACE
3
3
3
5
8
2
2
2
2
8
EX. 12" SDEX. 12" SDEX. 24" SD
EX
.
2
4
"
S
D
EX
.
3
0
"
S
D
8
3
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6
4
3
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2
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6
HO
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8
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8
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7
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7
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2
12
/
2
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2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
OV
E
R
A
L
L
C
O
M
P
O
S
I
T
E
U
T
I
L
I
T
Y
P
L
A
N
C3.0
1 INCH = 30 FEET
30 15 30
6C$/E
0
WATER NOTES
1
2
PROPOSED WATER METER BANK.
SANITARY NOTES
CONSTRUCT NEW 48" SANITARY MANHOLE OVER
EXISTING SANITARY MAIN TO SERVE THE SITE.1
STORM NOTES
PROPOSED WATER SERVICE (TYP.)
2 PROPOSED 4" STORM LATERAL (TYP.)
PROPOSED 4" SANITARY LATERAL (TYP.)2
1 PROPOSED 48" FLAT TOP MANHOLE TO CONNECT TO
EXISTING STORM MAIN AND CONVEY ON-SITE STORM
WATER TO EXISTING POND TO THE WEST (W/ CAPACITY TO
TREAT & DETAIN PROPOSED DEVELOPED SITE).
3 PROPOSED CG-30 CURB INLET MANHOLE (TYP.)
3 PROPOSED IRRIGATION METER FOR LANDSCAPING.
4 CONNECT TO EXISTING WATER MAIN.
3
5
4 PROPOSED AREA DRAIN PER CWS DETAIL NO. 380/C9.4
6
PROPOSED WALL FOOTING DRAIN OUTFALLS.
7
PROPOSED STORM LATERAL TO SERVE
ADJACENT FUTURE LOT.
PROPOSED SANITARY LATERAL TO SERVE
ADJACENT FUTURE LOT.
8
PROPOSED CATCH BASIN DRAIN TO
OUTFALL TO EX. ROAD SIDE DITCH.
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
PROPOSED HYDRANT
EX. STORM DRAIN TO REMAIN
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
TRACT B
"
R
I
V
E
R
T
E
R
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A
C
E
C
R
O
S
S
I
N
G
"
SW ROSARIO LN
SW
HUNTWOOD
CT
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
1
5
0
T
H
A
V
E
SW
P
E
A
C
E
A
V
E
28.00'50.00'
28.00'
50.00'
22.25'
20.00'
70.00'
37.00'
25.00'
20.00'
19.00'
21.00'
2.00' DEDICATION
1
6.00'
6.00'
1
2
3
4
1
1
1
1
1
2
2
3
3
3
4 4
4
4
4
4
4
4
4
4
5
5
6
7
7
8
8
8 8
1
2
3
4
5
9
9
10
SW
H
A
V
E
R
L
Y
L
N
TR
A
C
T
C
(
P
R
I
V
A
T
E
S
T
R
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T
)
SW STARLYN LN
TRACT E (PRIVATE STREET)
TRACT A
COMMUNITY TRAIL
TRACT B
COMMUNITY TRAIL
TRACT D
OPEN SPACE
6.00'
7
7
11
12 12
1314
15
16
17
EX. TRAIL
EX. TRAIL 2
16
18
19
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
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17
1
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No.
Type
Project
Sheet
No
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By
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Da
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12
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7
DARBY RIDGE
141-037
ENGINEERING
OV
E
R
A
L
L
S
T
R
E
E
T
P
L
A
N
C3.1
1 INCH = 30 FEET
30 15 30
6C$/E
0
VISION CLEARNACE
PROPOSED PARKING
CONSTRUCTION NOTES
INSTALL CENTERLINE MONUMENT PER CITY OF
TIGARD STANDARD DETAIL #170/C9.1 (TYP).
1
2 INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY
OF TIGARD STANDARD DETAIL #143/C9.0.
CENTERLINE CURVE DATA
X SEE SHEETS C4.0 & C4.1 FOR CURB RETURN
ELEVATIONS AND PROFILES
GENERAL NOTES
4 INSTALL 5' SIDEWALK WITH PLANTER STRIP PER CITY
OF TIGARD STANDARD DETAIL #120/C9.0 (TYP).
5 INSTALL 6' CURB-TIGHT SIDEWALK PER CITY OF
TIGARD STANDARD DETAIL #120/C9.0 (TYP).
PROPOSED CENTERLINE MONUMENT
3 INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY
OF TIGARD STANDARD DETAIL #141/C9.0 (TYP).
6 INSTALL STREET BARRICADE PER CITY OF TIGARD
STANDARD DETAILS #436/C8.1 & #192/C9.1.
7 INSTALL ADA RAMP PER CITY OF TIGARD STANDARD
DETAIL #128/C9.0 (TYP).
8 CONNECT TO EXISTING SIDEWALK.
9 MATCH INTO EXISTING PAVEMENT.
SW 150TH AVE. IS A WASHINGTON
COUNTY ROAD. THE PROPOSED
IMPROVEMENTS ON SW 150TH AVE.
WILL BE REVIEWED AND APPROVED
BY WASHINGTON COUNTY UNDER A
SEPARATE PERMIT.
10 PROPOSED SPEED TABLE WITH CROSSWALK, ASSOCIATED
ROAD NARROWING AND STRIPING PER CITY OF BEAVERTON
DETAIL #255/C9.5. SEE SHEET C4.1 FOR DETAILED GRADING.
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
12 CONSTRUCT 6' AC PEDESTRIAN PATH PER CITY OF
TIGARD STANDARD DETAIL #166/C9.1.
13 CONSTRUCT 12' AC PEDESTRIAN PATH PER CITY OF
TIGARD STANDARD DETAIL #166/C9.1.
14 CONSTRUCT 12' AC MAINTENANCE ACCESS PER
CITY OF TIGARD STANDARD DETAIL #166/C9.1.
15 CONSTRUCT CONCRETE STAIRWAY W/ HANDRAILS
PER ODOT DETAILS RD120, RD770, RD771, SHEET
C9.5. SEE SHEET C4.1 FOR DETAILED GRADING.
11 CONSTRUCT 6' CONCRETE PEDESTRIAN PATH PER
CITY OF TIGARD STANDARD DETAIL #166/C9.1.
16 CONNECT TO EXISTING TRAIL.
17 RECONSTRUCT CONCRETE DRIVEWAY W/ SECTION
PER CITY OF TIGARD STANDARD DETAIL #141/C9.0.
SEE SHEET C4.1 FOR DETAILED GRADING.
NOTE: ADA RAMPS MUST BE CERTIFIED BY DESIGN
ENGINEER USING ODOT CERTIFIED INSPECTOR.
18 CONSTRUCT AC MAINTENANCE ACCESS PER
TYPICAL SECTION & CITY OF TIGARD STANDARD
DETAIL #166/C9.1.
19 PROPOSED CLUSTERED MAILBOX UNIT (CBU) LOCATION.
MINIMUM 34 MAILBOX UNITS & 6 PARCEL LOCKERS ON
5'X10' PAD (3 CBUs).
Re
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DARBY RIDGE
141-037
ENGINEERING
TY
P
I
C
A
L
S
T
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C
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&
D
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S
C3.2
3.36%
4.
1.
2.
3.
CURB NOTES:
1/2" MAX
\\\\////\\
\
\
SHED SECTION CURB AND GUTTER
12"
6"
R1"
R1"
6"
1" BATTER
6"
1"
1"
CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE
STRENGTH OF 3300 PSI AT 28 DAYS.
EXPANSION JOINTS.
A. TO BE PROVIDED:
1) AT EACH COLD JOINT.
2) AT EACH END OF DRIVEWAYS.
3) AT EACH SIDE OF INLET STRUCTURES.
4) AT EACH POINT OF TANGENCY OF THE CURB.
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET.
CONSTRUCTION JOINTS.
A. SPACING TO BE NOT MORE THAN 15 FEET.
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES.
BASE ROCK TO BE 2"-0" OR 34"-0" COMPACTED TO 95% OF AASHTO
T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN
DEPTH, WHICHEVER IS GREATER.
5.DRAINAGE BLOCKOUT.
A. 3" I.D. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE
DRILLED OR CURB SAWCUT VERTICALLY 18" EACH SIDE OF DRAIN
AND REPOURED TO FULL DEPTH OF CURB.
ROAD SURFACE
BASE COURSE
N.T.S.
18"
50'ROW
14'
28'
5.5'5.0'
1.5%
TYPICAL LOCAL RESIDENTIAL STREET
SW BLUEWATER TERRACE
STANDARD
STA. 9+12.10 - 12+05.78
N.T.S.
0.5'
25'
ROW
14'5.5'5.0'
1.5%
0.5'
25'8.0' PUE 8.0' PUE
TOP OF CURB ELEV
= ELEV
3.36%
PAVING GEOTEXTILE WILL BE REQUIRED BY
INSPECTION STAFF ON THE BOTTOM OF THE FINAL
TWO INCH LIFT AT ANY JOINTS BETWEEN THE
EXISTING PAVEMENT AND NEW PAVEMENT SECTIONS.
THE PAVING GEOTEXTILE SHOULD CONSIST OF
PROPEX PETOMAT 4598 OR PETROTAC 4591 OR AN
APPROVED EQUIVALENT. THE MANUFACTURER
RECOMMENDS THAT THE PAVEMENT GEOTEXTILE
OVERLAP THE NEW AND EXISTING PAVEMENT
SECTIONS BY THREE INCHES ON EACH SIDE OF THE
JOINT, AS LONG AS THE JOINT IS LESS THAN 1/8"
WIDE. PAVING GEOTEXTILE SHOULD ALSO BE PLACED
OVER ANY CRACKS THAT ARE OBSERVED IN THE
EXISTING PAVEMENT AFTER MILLING AND BEFORE
PLACEMENT OF THE NEW OVERLAY. FOLLOW
MANUFACTURER'S RECOMMENDATIONS FOR
JOINTS/CRACKS WIDER THAN 1/8".
WET WEATHER CONSTRUCTION
PAVEMENT SECTION NOTES
1.IF PAVEMENT AREAS ARE TO BE CONSTRUCTED DURING
WET WEATHER, THE SUBGRADE AND CONSTRUCTION PLAN
SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL
ENGINEER AT THE TIME OF CONSTRUCTION SO THAT
CONDITION SPECIFIC RECOMMENDATIONS CAN BE
PROVIDED.
2.THESE WET WEATHER PAVEMENT SECTION
RECOMMENDATIONS ARE INTENDED FOR USE IN
SITUATIONS WHERE IT IS NOT FEASIBLE TO COMPACT THE
SUBGRADE SOILS TO WASHINGTON COUNTY
REQUIREMENTS, DUE TO WET SUBGRADE SOIL CONDITIONS,
AND/OR CONSTRUCTION DURING WET WEATHER.
3.A WET WEATHER SECTION WITH A MINIMUM SUBGRADE
DEEPENING OF 6-INCHES TO ACCOMMODATE A WORKING
SUBBASE OF ADDITIONAL 1 1/2"-0 CRUSHED ROCK SHALL BE
USED.
4.GEOTEXTILE FABRIC, MIRAFI 500X, OR EQUIVALENT, SHOULD
BE PLACED ON SUBGRADE SOILS PRIOR TO PLACEMENT OF
BASE ROCK.
5.THE PROJECT GEOTECHNICAL ENGINEER SHOULD BE
CONSULTED IN INSTANCES WHERE IT MAY BE PREFERABLE
TO TREAT THE SUBGRADE WITH CEMENT INSTEAD OF
OVEREXCAVATION AND AN INCREASED ROCK THICKNESS.
6.IF SOFT SPOTS IN THE SUBGRADE ARE IDENTIFIED DURING
ROADWAY EXCAVATION, OR DEVELOP PRIOR TO PAVING,
THE SOFT SPOTS SHOULD BE OVEREXCAVATED AND
BACKFILLED WITH ADDITIONAL CRUSHED ROCK.
7.DURING SUBGRADE EXCAVATION, CARE SHOULD BE TAKEN
TO AVOID DISTURBING THE SUBGRADE SOILS. REMOVALS
SHOULD BE PERFORMED USING AN EXCAVATOR WITH A
SMOOTH-BLADED BUCKET. TRUCK TRAFFIC SHOULD BE
LIMITED UNTIL AN ADEQUATE WORKING SURFACE HAS BEEN
ESTABLISHED. IT IS RECOMMENDED THAT CRUSHED ROCK
BE SPREAD USING BULLDOZER EQUIPMENT RATHER THAN
DUMP TRUCKS TO REDUCE THE AMOUNT OF TRAFFIC AND
POTENTIAL DISTURBANCE TO SUBGRADE SOILS.
8.CARE SHOULD BE TAKEN TO AVOID OVERCOMPACTION OF
THE BASE COURSE MATERIALS, WHICH COULD CREATE
PUMPING AND UNSTABLE SUBGRADE SOIL CONDITIONS.
9.FOLLOWING PLACEMENT OF CRUSHED ROCK TO PROJECT
SPECIFICATIONS (95% MODIFIED PROCTOR), A FINISH
PROOF-ROLL SHALL BE PERFORMED PRIOR TO PAVING.
10.THE PROJECT GEOTECHNICAL ENGINEER SHALL BE ON-SITE
DURING CONSTRUCTION TO VERIFY SUBGRADE STRENGTH
AND TO TAKE DENSITY TESTS ON THE ENGINEERED FILL
AND BASE ROCK MATERIALS.
INSPECTIONS NOTE
1.THE CONTRACTOR SHALL NOTIFY CITY
INSPECTOR FOR INSPECTIONS PER
INSPECTIONS CHECKLIST SHOWN BELOW.
INSPECTIONS CHECKLIST
GENERAL: CONTACT YOUR ASSIGNED PUBLIC IMPROVEMENT
INSPECTOR (KENNY FISHER AT 503-816-6164), A MINIMUM OF
24 HOURS BEFORE BEGINNING ANY PUBLIC IMPROVEMENT
CONSTRUCTION WORK WITHIN THE CITY LIMITS. ALSO
REMEMBER INSPECTION IS REQUIRED BEFORE 'COVERING' OR
'POURING' ANYTHING.
REQUIRED INSPECTIONS: AT A MINIMUM, INSPECTION BY THE
CITY INSPECTOR IS REQUIRED AT THE START AND END OF
EACH OF THE FOLLOWING WORK PHASES;
GRADING
CUT & FILL STAKING
FILL PLACEMENT/COMPACTION
TEMP. DRAINAGE WORK
DUST/EROSION CONTROL
SANITARY & STORM SEWERS
MH & CB STAKING
PIPE INSTALLATION/BACKFILL
TRENCH COMPACTION TESTING
AIR & TV TESTING
REPAIRS/RESURFACING
TRAFFIC & PEDESTRIAN CONTROL
OUTFALLS/RIP-RAP
TRAFFIC CONTROL
PLACEMENT OF SIGNS
SEQUENCE OF SIGNS
APPROPRIATENESS OF SIGNS
STORAGE OF SIGNS WHEN NOT IN USE
SUFFICIENT NUMBERS OF FLAGGERS
FLAGGING PLAN
CERTIFIED FLAGGERS
PROPER TRAFFIC CONTROL IN PLACE
STREETS
HORIZONTAL/VERTICAL STAKING
SUBGRADE CUT/FILL
SUBGRADE PROOF ROLL
CURB STAKING
PROOF ROLL CURB LINE
CURB FORMS/POURING
BASEROCK INSTALLATION
LEVELING COURSE INSTALLATION
BASE COMPACTION/PROOF ROLL
WEARING COURSE INSTALLATION
WEARING COURSE COMPACTION
POWER TRENCHING/UTILITIES
STREET LIGHT INSTALLATION
MONUMENTATION
TRAFFIC & PEDESTRIAN CONTROL
SIDEWALK/WHEELCHAIR RAMP
INSTALLATION
OVERLAY INSTALLATION
WATERLINE
NOTE FOR SEWER ACCEPTANCE: THE DEVELOPER IS REQUIRED TO HAVE ALL SANITARY AND STORM LINES
WITHIN THE SCOPE OF THEIR PROJECT CLEANED A MINIMUM OF ONE WEEK PRIOR TO A PRE-ACCEPTANCE
INSPECTION (AT END OF ONE-YEAR MAINTENANCE PERIOD). THE BALL AND FLUSHING OR JET RODDING
METHODS ARE CONSIDERED ACCEPTABLE. PRE-ACCEPTANCE TV INSPECTION IS REQUIRED PRIOR TO
SCHEDULING PLACEMENT OF THE OVERLAY.
3.36%
ROW
10'9.5'5.0'
1.5%
TYPICAL LOCAL RESIDENTIAL STREET
SW BLUEWATER TERRACE
20' WIDE STREET (TRAIL CROSSING)
STA. 8+70.00 - 8+92.50
N.T.S.
0.5'
25'
ROW
10'9.5'5.0'
1.5%
0.5'
25'8.0' PUE 8.0' PUE
TOP OF CURB ELEV
= ELEV + 0.13'
3.36%
20'
50'
1.50%
20'
7.5'
12'
10'
4.5'
10'
â…Šâ…Š
5.5'2.5'
TYPICAL COMMUNITY TRAIL
TRACT B
STA. 9+08.00 - 9+75.00
N.T.S.
1.50%
â…Šâ…Š
TYPICAL COMMUNITY TRAIL
TRACT A
STA. 10+25.00 - 15+47.39
N.T.S.
20'
6'
12'
10'
6'
10'
4'4'
3.36%
ROW
1.5%
TYPICAL LOCAL RESIDENTIAL STREET
SW PEACE AVENUE
SHED RIGHT
STA. 10+00.00 - 13+46.54
N.T.S.
ROW
1.5%3.36%
50'
14'
28'
5.5'5.0'0.5'
25'
14'5.5'5.0'0.5'
25'8.0' PUE 8.0' PUE
TOP OF CURB (R) ELEV
= ELEV
TOP OF CURB (L) ELEV
= ELEV + 1.0'
ROW
TYPICAL LOCAL RESIDENTIAL STREET
SW PEACE AVENUE
SHED LEFT
STA. 14+58.00 - 15+95.05
N.T.S.
ROW
1.5%
50'
14'
28'
5.5'5.0'0.5'
25'
14'5.5'5.0'0.5'
25'8.0' PUE 8.0' PUE
TOP OF CURB (R) ELEV
= ELEV + 1.0'
TOP OF CURB (L) ELEV
= ELEV
3.36%1.5%3.36%
4.CONCRETE SHALL BE 3000 PSI AT 28 DAYS.
12" MIN.
4"
12
"
M
I
N
.
\////\\\
\
1.
2.
3.
EXTEND AT LEAST 50% THROUGH THE CURB .
INTERVALS UNLESS OTHERWISE SPECIFIED, AND SHALL
CONTRACTION JOINTS SHALL BE PLACED AT 15'
SPECIFIED.
EXPANSION JOINTS SHALL BE PLACED ONLY AS
SHOWN.
ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE
NOTES:
WEDGE CURB DETAIL
N.T.S.
10'
22.25'
11.25'11.0'
20.0'
10'
2.5%
6.0'
STANDARD CONCRETE CURB
WEDGE CURB PER
DETAIL ON THIS SHEET
1' MIN BEHIND CURB
1' MIN BEHIND CURB
13.25' PUE & SWE
ROW ROW
TYPICAL PRIVATE STREET
TRACT C
STA. 10+25.00 - 11+73.47
N.T.S.
4' WATER
EASEMENT
1.0'1.0'
9'
21.00'
9.75'11.25'
19.0'
10'
2.5%
WEDGE CURB PER
DETAIL ON THIS SHEET
STANDARD CONCRETE CURB
1' MIN BEHIND CURB
1' MIN BEHIND CURB
ROW ROW
TYPICAL PRIVATE STREET
TRACT E
STA. 10+36.88 - 11+46.52
N.T.S.
1.25'
6.0'
7.25' PUE & SWE
4' WATER
EASEMENT
1.0'
1.50%
10'
6'
6'4'
â…Šâ…Š
1'3'
TYPICAL PEDESTRIAN PATH
TRACT D
STA. 10+00.00 - 11+84.31
N.T.S.
1.50%
VARIES
6' - 12'
VARIES
8' - 14'
â…Šâ…Š
VARIES
5' - 11'
VARIES
3' - 9'
TYPICAL PEDESTRIAN PATH
TRACT D
STA. 11+84.31 - 13+77.37
N.T.S.
20'
6'
TOP OF CURB (L) ELEV
= ELEV + 0.58'
TOP OF CURB (L) ELEV
= ELEV + 0.73'
TOP OF CURB (R) ELEV
= ELEV + 0.25'
TOP OF CURB (R) ELEV
= ELEV + 0.08'
1.25'
1.5%
1.5%
COMMUNITY TRAIL SEAT WALL DETAIL
16"
2.
5
'
F
R
O
M
FI
N
I
S
H
E
D
G
R
A
D
E
TO
T
O
P
O
F
S
E
A
T
SEAT WALL NOTES:
·16" WIDE SEAT WITH 2" OVERHANG.
·3/4"-0 COMPACTED LEVELING PAD.
·#4 BAR, LENGTH OF CAP, 10" SEPARATION,
3" MIN FROM EDGES.
·TOOL JOINT AT EACH WALL PANEL JOINT.
·EXPANSION JOINT EVERY 4 WALL PANELS.
·SMOOTH TROWEL FINISH.
·1/2" RADIUS AT FACE.
CONCRETE CURB AND GUTTER 2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
CONCRETE CURB AND GUTTER
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
CONCRETE CURB AND GUTTER
2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
CONCRETE CURB AND GUTTER
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
AC MAINTENANCE ACCESS PER
CITY OF TIGARD DWG. NO. 166/C9.1
PROPOSED LOCK+LOAD
RETAINING WALL WITH
MANUFACTURER CAP.
WALL HEIGHT VARIES
FROM 2.2' TO 5.8'.GRAVEL SHOULDER
PROPOSED LOCK+LOAD
RETAINING WALL WITH
MANUFACTURER CAP.
WALL HEIGHT VARIES
FROM 2.5' TO 12'.
AC PEDESTRIAN PATH PER CITY
OF TIGARD DWG. NO. 166/C9.1
GRAVEL SHOULDER
PROPOSED LOCK+LOAD SEAT WALL
(WHERE SHOWN) - SEE DETAIL ABOVE.
MAX EXPOSED HEIGHT = 2.5'.
PROPOSED LOCK+LOAD
RETAINING WALL (WHERE SHOWN)
WITH MANUFACTURER CAP.
4.3' MAX WALL HEIGHT.
SHED CURB AND GUTTER
PER DETAIL ON THIS SHEET
2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
CONCRETE CURB AND GUTTER
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
CONCRETE CURB AND GUTTER 2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
SHED CURB AND GUTTER
PER DETAIL ON THIS SHEET
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
2" OF 3/4"-0" CRUSHED ROCK
4" OF 1-1/2"-0" CRUSHED ROCK
COMPACTED TO 95% OF MODIFIED PROCTOR AASHTO T-180
12" CEMENT TREATED SUBGRADE
2" LEVEL 3, 1/2" DENSE HMAC
3" LEVEL 3, 1/2" DENSE HMAC
COMPACTED TO 92% OF RICE DENSITY AASHTO T-209
EXISTING
RETAINING WALL
AC PEDESTRIAN PATH PER CITY
OF TIGARD DWG. NO. 166/C9.1
EXISTING
RETAINING WALL
AC PEDESTRIAN PATH PER CITY
OF TIGARD DWG. NO. 166/C9.1
PROPOSED LOCK+LOAD
RETAINING WALL PER
GEOTECHNICAL DETAIL
4" THICK CONCRETE SEAT
WALL PER NOTES BELOW
VARIES
PARK ACCESS ROAD
TRACT K 'RIVER TERRACE CROSSING'
N.T.S.
STANDARD CONCRETE CURB CONCRETE CURB AND GUTTER
±14.9'
MATCH EXIST. WIDTH
AC MAINTENANCE ACCESS PER
CITY OF TIGARD DWG. NO. 166/C9.1
SW
B
L
U
E
W
A
T
E
R
TE
R
R
SW PEACE AVE
2
3
4
5
11
10
34
TC: 320.91 TC: 321.29
TC: 320.12
TC: 320.13
TC: 319.54
TC: 322.29
TC: 320.14
TC: 320.09
TC: 322.63
TC: 322.40
TC: 323.08
TC: 323.49
TC: 322.42
TC: 322.37
PT
5
.
0
0
'
S: 322.87
S: 322.82S: 323.13
S: 322.80
S: 322.75
S: 322.58
3/4 Δ
1/2 Δ
1/4 Δ PC
5.
0
0
'
S: 320.30
S: 320.22
S: 320.25
S: 320.17
5.
0
0
'
S: 321.37
S: 321.44
5.0
0
'
S: 320.60
S: 320.55
S: 319.70
S: 320.89
S: 320.52
S: 320.47
S: 320.10
S: 319.63
PC
1/4 Δ
1/2 Δ
3/4 Δ PT
-0
+
0
5
0+
0
0
0+50
-0+050+00
0+
5
0
6
.
8
2
%
1.0
0
%
2.63%
2.34%
1.0
0
%
4
.
7
7
%
5.
31%
1.16%
7.50
%
1.5
0
%
7.50
%1.50
%
1.1
0
%
8
.
2
0
%
3.40%S: 322.37
S: 322.44
S: 323.64
S: 323.56
3.76'
S: 319.48
S: 319.40
5.80%
0.8
9
%
5.26%1.00 %1.00 %
1.
5
0
%
7.
5
0
%
7.
5
0
%
7 .5 0 %5 .2 4 %
0
.
2
5
%
5 .8 3%9 .5 2 %TC:320.44
G: 319.94
G: 319.86
TC:320.36
4.
5
%
4.
5
%
4.
5
%
6.
0
%
5.
4
%
0.5%0.5%
12
.
0
0
'
5.
0
0
'
1.
5
0
%
6.26%
1.50%
1.50%
0.
5
0
%
1.00%
S: 321.20 S: 321.12
S: 320.20 S: 320.12
S: 322.39
S: 322.32
S: 322.34
S: 322.27
TC:322.47
G: 321.97
G: 321.89
TC:322.39
12
.
0
0
'
5.
0
0
'
S: 323.27 S: 323.20
S: 322.24
S: 322.17
1.50%
1.
5
0
%
7.
3
2
%
0.70%8.0
0
'
8.00
'
11
.
2
4
'
7.50%
1.50%G: 319.04
G: 319.63
G: 320.09
G: 320.14
G: 320.12
11.24'
G: 320.41 G: 320.79
1.
5
0
%
1.
5
0
%
1.00%
7.50%
1.
5
0
%
1.
5
0
%
1
1
.
2
4
'
11.2
4
'
3.38%
8.
0
0
'
8
.
0
0
'
1.50%
1.
5
0
%
1.50%
G: 321.79
G: 322.99
G: 322.13
G: 322.37
G: 322.40
G: 322.42
G: 322.58
3.4%1.1%
3.4%
2.3%
4.
7
%
6.
0
%
1
2
1.00
%
1.
0
0
%
7.
1
2
%
2.
0
0
%
1.00%7.50%
1.00%
6.26%
1.
0
0
%
6.
0
5
%
6.
0
5
%
1.50%
7.
5
0
%
7.
2
9
%
315
316
317
318
319
320
321
322
323
315
316
317
318
319
320
321
322
323
-0+05 0+00 0+10 0+20 0+30 0+40 0+50
5.14%
5.14%
3.15%
3.15%
1.00%1.00%
PV
I
S
T
A
=
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
1
9
.
1
2
PV
I
S
T
A
=
0
+
1
1
.
5
8
PV
I
E
L
E
V
=
3
1
9
.
7
1
PV
I
S
T
A
=
0
+
2
0
.
5
3
PV
I
E
L
E
V
=
3
2
0
.
1
7
PV
I
S
T
A
=
0
+
3
4
.
7
5
PV
I
E
L
E
V
=
3
2
0
.
5
0
PV
I
S
T
A
=
0
+
4
6
.
3
4
PV
I
E
L
E
V
=
3
2
0
.
8
7
PV
I
S
T
A
=
0
+
2
3
.
1
7
PV
I
E
L
E
V
=
3
2
0
.
2
0
PV
I
S
T
A
=
0
+
2
5
.
8
1
PV
I
E
L
E
V
=
3
2
0
.
2
2
3
/
4
Δ
EXISTING GROUND
@ LIP OF GUTTER
PROPOSED GRADE
@ LIP OF GUTTER5.4%
-0.50%
P
T
P
C
1
/
4
Δ R
A
M
P
R
A
M
P
1
/
2
Δ
PROPOSED GRADE
@ TOP OF CURB
320
321
322
323
324
325
326
327
328
320
321
322
323
324
325
326
327
328
-0+050+000+100+200+300+400+50
3.50
%
3.50
%
1.00%1.00%2.88
%
2.88%
PV
I
S
T
A
=
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
2
1
.
7
1
PV
I
S
T
A
=
0
+
3
4
.
7
5
PV
I
E
L
E
V
=
3
2
2
.
6
7
PV
I
S
T
A
=
0
+
4
6
.
3
4
PV
I
E
L
E
V
=
3
2
3
.
0
7
PV
I
S
T
A
=
0
+
2
3
.
1
7
PV
I
E
L
E
V
=
3
2
2
.
3
3
PV
I
S
T
A
=
0
+
2
5
.
8
1
PV
I
E
L
E
V
=
3
2
2
.
3
5
PV
I
S
T
A
=
0
+
1
1
.
5
8
PV
I
E
L
E
V
=
3
2
2
.
0
4
PV
I
S
T
A
=
0
+
2
0
.
5
3
PV
I
E
L
E
V
=
3
2
2
.
3
0
EXISTING GROUND
@ LIP OF GUTTER
PROPOSED GRADE
@ LIP OF GUTTER
0.50%
6.0%
3
/
4
Δ
P
T
P
C
1
/
4
Δ
1
/
2
Δ
R
A
M
P
R
A
M
P
PROPOSED GRADE
@ TOP OF CURB
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
4
.
0
c
u
r
b
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
6
:
2
1
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CIV
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
CU
R
B
R
E
T
U
R
N
S
-
P
L
A
N
&
PR
O
F
I
L
E
C4.0
1 INCH = 10 FEET
6C$/E
010 5 10
CURB NOTE:
CONTRACTOR SHALL NOTIFY CITY OF TIGARD
INSPECTION & ENGINEER 48 HOURS IN ADVANCE
OF FORM WORK COMPLETION AND PRE-POUR
OF CONCRETE RAMP/SIDEWALK. CONTRACTOR
SHALL NOTIFY CITY OF TIGARD INSPECTION AND
ENGINEER WITHIN 48 HOURS OF COMPLETION
FOR POST RAMP/SIDEWALK INSPECTION. ANY
WORK PERFORMED WITHOUT CITY AND
ENGINEER INSPECTION SHALL BE AT THE RISK
OF THE CONTRACTOR. ENGINEER TO PROVIDE
ADA INSPECTION FORMS TO THE CITY.
ADA RAMP NOTES:
1.DETECTABLE WARNING DEVICES TO BE
YELLOW IN COLOR.
2.ADA RAMPS MUST BE CERTIFIED BY DESIGN
ENGINEER USING ODOT CERTIFIED
INSPECTOR.
CURB RETURN No. 1 PROFILE
SCALE: 1"=10' (H), 1"=1' (V)
CURB RETURN No. 2 PROFILE
SCALE: 1"=10' (H), 1"=1' (V)
CURB RETURNS No. 1 & 2 PLAN
SCALE: 1"=10' (H)
CURB RETURN DATA CURB RETURN DATA
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
SW STARLYN LN
TRACT E
(PRIVATE STREET)
16
19
20
21
24252726
SW PEA
C
E
A
V
E
PT
1/4 Δ
1/2 Δ
3/4 Δ
PT
PC
PC
3/4 Δ
1/2 Δ
1/4 Δ
3.0'
3.0
'
1
0
.
3
%
10
.
3
%
1.
5
%
3.36%3.36%
0.0%
3.36%
2.0%
2
.
7
%
3
.
3
6
%
3.
3
6
%
3.
3
6
%
8.
4
%
0.50%
0.0%
1.1%
2.4%
2.1
%
0.7
%
TRANSITION GUTTER PAN FROM
SHEDDING OUT TO SHEDDING IN
3
4
TC: 319.78
TC: 319.93
TC: 320.34
TC: 320.38
TC:321.89
TC:323.07
TC: 325.29
TC: 320.79
TC:321.06
TC:321.91
TC:322.90
TC:324.29
TC: 321.53
TC: 320.94
TC: 320.26
TC: 320.63
S: 321.46
S: 320.78
BC: 320.85
S: 321.53
TC: 322.73
G: 320.29
G: 319.28
TRANSITION GUTTER PAN FROM
SHEDDING IN TO SHEDDING OUT
13+50
14+
0
0
14
+
5
0
1.
5
%
1.
5
%
1.
5
%
1
.
5
%
1.
5
%
1.5%
1.5%
0.5%
2.3%
1.2%
3.8%
4.4
%
6.2
%
5.1
%
7.
0
%
G: 322.40
G: 320.56
G: 321.41
G: 323.79 G: 324.79
G: 322.57G: 322.23
G: 321.03
G: 320.88
G: 319.43
G: 320.13
G: 320.20
TC: 319.96
G: 319.46 1
.
5
%
1.0%
G: 319.84
1.5%
G: 320.32
G: 321.39
1.5%
1.5%
19.
0
'
16.
6
'
TRANSITION TO
FULL HEIGHT CURB
TC:320.85
TC:321.34
BC: 321.01
1
0
.
0
'
S: 320.78
S: 320.70
7 8
12
+
0
0
TRACT D
OPEN SPACE
LOT 79
TRACT K
" R I V E R T E R R A C E C R O S S I N G "
SW
B
L
U
E
W
A
T
E
R
TE
R
R
S: 339.77
S: 339.67
S: 339.72
S: 339.62
1.5
%
1.0%
1.0%
10
.
7
%
6.6
'
6.
0
'
5.3%
4.7%BC: 338.52
TC:339.02
BC: 338.13
TC:338.19
BC: 336.67
TC:336.73
BC: 336.37
TC:336.87
S: 338.71
S: 337.25
BC: 337.32
BC: 338.79
TC: 337.82
8.3%
4.2%
TC: 339.29
BC: 336.13
TC:336.63
BC: 336.13
TC:336.63
1.5%10.3%
1.5%10.5%
28.2'
32.1'
15
.
0
'
14
.
9
'
3.0
'
3.
0
'
S: 339.65
S: 339.68
12
.
8
%
S: 340.74
S: 340.79
8.
0
'
1.0%
1.0%
1.
5
%
1.0%
1.0%
1.
5
%
1.0%
6.8%
8.
0
%
8.
0
%
1.
5
%
1.0%
6.8%
1.0%
1.0%
7.
5
%1.5'
12
.
0
'
1.
5
%
8.
0
'
3.
0
'
12
.
0
'
TRACT A
COMMUNITY
TRAIL
1 34
5.0'5.0'
G: 313.95
G: 314.59
G: 313.95
G: 314.59
S: 314.68S: 314.73
S: 314.56
S: 314.61
S: 314.50 S: 314.45
S: 314.32 S: 314.27
S: 314.68
S: 314.56
S: 314.33
S: 314.15
S: 314.73
S: 314.61
S: 314.38
S: 314.20
TC:315.83
TC:316.55
SW
B
L
U
E
W
A
T
E
R
TE
R
R
S: 316.33
S: 316.26
10
.
5
%
10
.
7
%
S: 316.33
S: 316.26
1.5%
1.0%
15
.
0
'
G: 315.33
G: 316.05 G: 316.05
G: 315.33
TC: 316.55
TC: 315.83
1.5%
TC: 315.09
15
.
0
'
7.
5
%
TC: 315.09
TC: 314.45TC: 314.45
9+
0
0
TRACT A
COMMUNITY
TRAIL
DOCUMENT NO. 2000-031295
TAX LOT 600 - 2S117A
10
.
5
%
10
.
7
%
1.
5
%
1.
5
%
SW
1
5
0
T
H
A
V
E
1.
5
%
7.
2
%
3.7%
4.8%
1.
5
%
16.5'
S: 328.40
S: 328.31
TC:327.61
S: 327.70
SW
STARLYN
ST
TRACT E
(PRIVATE
STREET)
21
UN
D
E
R
S
E
P
A
R
A
T
E
PE
R
M
I
T
W
I
T
H
WA
S
H
I
N
G
T
O
N
CO
U
N
T
Y
12
10
.
3
%
SW PEACE AVE
16
1.
6
%
1.5%
1.
5
%
0.5%
0.5%
1.
5
%
1.
5
%
TC: 321.46 TC:321.33TC:321.01 TC: 320.91
S: 321.52
BC: 321.60 S: 321.50
S: 321.42S: 321.63
S: 321.56
12+00
SW HAVERLY LN
TRACT C
(PRIVATE STREET)
G: 320.96 G: 320.85G: 320.95 G: 320.83
20.0'
TC:321.60
BC: 322.05
TC:322.38
0.5%
12
.
0
'
TRANSITION
TO FULL
HEIGHT CURB
17
16
15
+
5
0
16
+
0
0
TRACT D
OPEN SPACE
TRACT I
LOT 73
" R I V E R T E R R A C E C R O S S I N G "
S: 338.83S: 338.88
S: 338.74S: 338.79
S: 336.68
S: 336.75
14
.
9
%
S: 340.38 S: 340.30
S: 333.36
S: 333.89
S: 332.73
11.5%
6.5%
15
.
1
%
4
.
8
%
1.5%
1.
5
%
15
.
0
%
1.5%
1.0%
1.0%
SW
P
E
A
C
E
A
V
E
1.5%
12
.
5
%
10
.
0
'
6.
0
'
13
.
7
'
19
.
4
'
-6.
9
%
1
3
.
2
'
20
.
0
'
10.3%
S: 333.82
EX. DRIVEWAY
3.6%
14
.
7
%
15
.
0
%
15
2.5%1.
5
%
SW HAVERLY LN
TRACT C
(PRIVATE STREET)
16
1.6%
1.
5
%
2.5%
S: 339.01 S: 338.82
TC:334.26TC: 334.66
S: 334.74
S: 334.41
S: 338.91
S: 334.41
S: 338.91
TRACT D
OPEN SPACE
LOT 76
" R I V E R T E R R A C E C R O S S I N G "
6.0'
TC: 334.41
1.
9
%
3.3%
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
4
.
1
e
l
e
v
s
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
6
:
3
4
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SP
O
T
E
L
E
V
A
T
I
O
N
P
L
A
N
C4.1
1 INCH = 10 FEET
6C$/E
010 5 10
CURB NOTE:
CONTRACTOR SHALL NOTIFY CITY OF TIGARD
INSPECTION & ENGINEER 48 HOURS IN ADVANCE
OF FORM WORK COMPLETION AND PRE-POUR
OF CONCRETE RAMP/SIDEWALK. CONTRACTOR
SHALL NOTIFY CITY OF TIGARD INSPECTION AND
ENGINEER WITHIN 48 HOURS OF COMPLETION
FOR POST RAMP/SIDEWALK INSPECTION. ANY
WORK PERFORMED WITHOUT CITY AND
ENGINEER INSPECTION SHALL BE AT THE RISK
OF THE CONTRACTOR. ENGINEER TO PROVIDE
ADA INSPECTION FORMS TO THE CITY.
STREET TRANSITION &
TRACT C DRIVEWAY DETAIL
SCALE: 1"=10' (H)
PEDESTRIAN CONNECTION DETAIL
SCALE: 1"=10' (H)
PEDESTRIAN CONNECTION DETAIL
SCALE: 1"=10' (H)TRAIL CROSSING DETAIL
SCALE: 1"=10' (H)
TRACT E PRIVATE STREET & SW 150TH AVE
TRACT C PRIVATE STREET & TRACT D
CURB RETURN DATA
CURB RETURN DATA
& LOT 16 DRIVEWAY DETAIL
SCALE: 1"=10' (H)
SW PEACE AVE & TRACT D PEDESTRIAN CONNECTION
PEDESTRIAN CONNECTION DETAIL
SCALE: 1"=10' (H)
SW BLUEWATER TERR & TRACT D
EYEBROW PLAN (CURB RETURNS No. 3 & 4)
& TRACT E DRIVEWAY DETAIL
SCALE: 1"=10' (H)
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
8+
0
0
9+
0
0
08D234
08D244
08D245C SW
1
5
0
T
H
A
V
E
SW
BL
U
E
W
A
T
E
R
TE
R
R
16+0010+00 11+00 12+00 13+00 14+00 15+00
22232425282729303132333426
1
SDLN-00
8+50 9+00
08D243C
EX. AC TRAIL /
MAINTENANCE
ACCESS
TRACT M
DOCUMENT NO. 2000-031295
LOT 19
TAX LOT 600 - 2S117A " A U T U M N V I E W "
TRACT B
" R I V E R T E R R A C E C R O S S I N G "
TRACT B
COMMUNITY TRAIL TRACT A
COMMUNITY TRAIL
UNDER
SEPARATE
PERMIT WITH
WASHINGTON
COUNTY
0+25 1+00 1+95
08D242
295
300
305
310
315
320
325
330
295
300
305
310
315
320
325
330
8+50 9+00 10+00 10+25
EXISTING GRADE
@ TRAIL CENTERLINE
PROPOSED GRADE
@ TRAIL CENTERLINE
6.94
%
-1.00%
PV
I
S
T
A
=
9
+
0
8
.
0
0
PV
I
E
L
E
V
=
3
1
0
.
0
9
PV
I
S
T
A
=
9
+
8
0
.
5
0
PV
I
E
L
E
V
=
3
1
4
.
3
3
PVI STA = 9+70.50
PVI ELEV = 314.43
A.D. = -7.94%
K = 1.26
LVC = 10.00'
BV
C
:
9
+
6
5
.
5
0
EL
E
V
:
3
1
4
.
0
8
EV
C
:
9
+
7
5
.
5
0
EL
E
V
:
3
1
4
.
3
8
ST
A
:
8
+
7
5
.
5
3
,
1
.
6
4
'
L
T
(T
R
A
C
T
B
)
IE
I
N
(
3
0
"
E
)
=
3
0
6
.
1
0
IE
I
N
(
3
0
"
N
)
=
3
0
6
.
1
0
IE
O
U
T
(
3
0
"
W
)
=
3
0
6
.
0
0
RI
M
=
3
1
0
.
6
8
08
D
2
3
4
-
4
8
"
0+
6
8
.
7
1
,
S
D
L
N
-
0
0
ST
A
:
1
0
+
0
2
.
0
0
,
2
.
3
3
'
L
T
(T
R
A
C
T
B
)
IE
I
N
(
1
2
"
N
)
=
3
0
8
.
1
9
IE
I
N
(
1
0
"
S
E
)
=
3
0
8
.
3
1
IE
O
U
T
(
1
6
"
W
)
=
3
0
7
.
9
9
RI
M
=
3
1
3
.
7
5
08
D
2
4
4
-
4
8
"
1+
9
5
.
2
2
,
S
D
L
N
-
0
0
95.22 LF
16" PVC C905
STRM SEWER
S=0.0103
31.26 LF
30" EXIST.
STRM SEWER
S=0.0093
63.41 LF
30" EXIST.
STRM SEWER
S=0.0087
CLASS 'B' BACKFILL
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
0
+
0
0
.
0
0
-
T
R
A
C
T
B
ST
A
.
8
+
7
5
.
0
0
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
EL
E
V
.
3
1
3
.
5
1
10" TEE CONNECTION
TO 16" LINE
ST
A
:
1
+
0
0
.
0
0
,
0
.
0
0
'
(S
D
L
N
-
0
0
)
IE
I
N
(
1
6
"
E
)
=
3
0
7
.
0
1
IE
O
U
T
(
3
0
"
W
)
=
3
0
6
.
3
9
RI
M
=
3
1
0
.
8
9
08
D
2
4
2
-
4
8
"
F
L
A
T
T
O
P
0+
9
9
.
9
5
,
S
D
L
N
-
0
0
PUBLIC CATCH BASIN DATA
TAG
08D243C
08D245C
TYPE
CG-30
CG-30
STATION
8+73.25
11.50' LT
BLUEWATER
8+73.25
11.50' RT
BLUEWATER
TC ELEV
313.51
313.51
IE OUT
308.76
308.77
SLOPE
0.1002
0.0445
PIPE
4.08 LF
10" PVC C900
10.34 LF
10" PVC C900
295
300
305
310
315
320
325
330
295
300
305
310
315
320
325
330
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PVI STA = 11+00.00
PVI ELEV = 309.05
A.D. = 2.40%
K = 4.17
LVC = 10.00'
BV
C
:
1
0
+
9
5
.
0
0
EL
E
V
:
3
0
9
.
4
3
EV
C
:
1
1
+
0
5
.
0
0
EL
E
V
:
3
0
8
.
8
0
PVI STA = 11+75.00
PVI ELEV = 305.22
A.D. = 4.10%
K = 2.44
LVC = 10.00'
BV
C
:
1
1
+
7
0
.
0
0
EL
E
V
:
3
0
5
.
4
8
EV
C
:
1
1
+
8
0
.
0
0
EL
E
V
:
3
0
5
.
1
8
PVI STA = 12+40.00
PVI ELEV = 304.58
A.D. = 2.00%
K = 5.00
LVC = 10.00'
BV
C
:
1
2
+
3
5
.
0
0
EL
E
V
:
3
0
4
.
6
2
EV
C
:
1
2
+
4
5
.
0
0
EL
E
V
:
3
0
4
.
6
2
PVI STA = 13+25.00
PVI ELEV = 305.42
A.D. = 6.46%
K = 1.55
LVC = 10.00'
BV
C
:
1
3
+
2
0
.
0
0
EL
E
V
:
3
0
5
.
3
8
EV
C
:
1
3
+
3
0
.
0
0
EL
E
V
:
3
0
5
.
8
0
PVI STA = 10+29.50
PVI ELEV = 314.34
A.D. = -8.50%
K = 1.18
LVC = 10.00'
BV
C
:
1
0
+
2
4
.
5
0
EL
E
V
:
3
1
4
.
2
9
EV
C
:
1
0
+
3
4
.
5
0
EL
E
V
:
3
1
3
.
9
7
PVI STA = 15+42.88
PVI ELEV = 321.67
A.D. = -8.46%
K = 1.18
LVC = 10.00'
BV
C
:
1
5
+
3
7
.
8
8
EL
E
V
:
3
2
1
.
3
0
EV
C
:
1
5
+
4
7
.
8
8
EL
E
V
:
3
2
1
.
6
2
-5.
1
0
%
-7
.
5
0
%
7.46
%
1.00%-1.00%
1.00%
-1.00%
PV
I
S
T
A
=
1
0
+
1
9
.
5
0
PV
I
E
L
E
V
=
3
1
4
.
2
4
PV
I
S
T
A
=
1
5
+
5
3
.
8
8
PV
I
E
L
E
V
=
3
2
1
.
5
6
PVI STA = 11+00.00
PVI ELEV = 309.05
A.D. = 2.40%
K = 4.17
LVC = 10.00'
BV
C
:
1
0
+
9
5
.
0
0
EL
E
V
:
3
0
9
.
4
3
EV
C
:
1
1
+
0
5
.
0
0
EL
E
V
:
3
0
8
.
8
0
PVI STA = 11+75.00
PVI ELEV = 305.22
A.D. = 4.10%
K = 2.44
LVC = 10.00'
BV
C
:
1
1
+
7
0
.
0
0
EL
E
V
:
3
0
5
.
4
8
EV
C
:
1
1
+
8
0
.
0
0
EL
E
V
:
3
0
5
.
1
8
PVI STA = 12+40.00
PVI ELEV = 304.58
A.D. = 2.00%
K = 5.00
LVC = 10.00'
BV
C
:
1
2
+
3
5
.
0
0
EL
E
V
:
3
0
4
.
6
2
EV
C
:
1
2
+
4
5
.
0
0
EL
E
V
:
3
0
4
.
6
2
PVI STA = 13+25.00
PVI ELEV = 305.42
A.D. = 6.46%
K = 1.55
LVC = 10.00'
BV
C
:
1
3
+
2
0
.
0
0
EL
E
V
:
3
0
5
.
3
8
EV
C
:
1
3
+
3
0
.
0
0
EL
E
V
:
3
0
5
.
8
0
PVI STA = 10+29.50
PVI ELEV = 314.34
A.D. = -8.50%
K = 1.18
LVC = 10.00'
BV
C
:
1
0
+
2
4
.
5
0
EL
E
V
:
3
1
4
.
2
9
EV
C
:
1
0
+
3
4
.
5
0
EL
E
V
:
3
1
3
.
9
7
PVI STA = 15+42.88
PVI ELEV = 321.67
A.D. = -8.46%
K = 1.18
LVC = 10.00'
BV
C
:
1
5
+
3
7
.
8
8
EL
E
V
:
3
2
1
.
3
0
EV
C
:
1
5
+
4
7
.
8
8
EL
E
V
:
3
2
1
.
6
2
EXISTING GRADE
@ TRAIL CENTERLINE
PROPOSED GRADE
@ TRAIL CENTERLINE
SEE SDLN-00 PROFILE
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
0
+
0
0
.
0
0
-
T
R
A
C
T
A
ST
A
.
8
+
7
5
.
0
0
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
EL
E
V
.
3
1
3
.
5
1
PROPOSED 8" SAN SEWER
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
5
+
8
4
.
3
8
-
T
R
A
C
T
A
ST
A
.
8
+
4
2
.
4
7
-
S
W
1
5
0
T
H
A
V
E
.
EL
E
V
.
3
2
2
.
2
3
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
5
.
0
s
t
s
r
t
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
6
:
5
1
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
TR
A
C
T
A
&
T
R
A
C
T
B
T
R
A
I
L
,
SD
L
N
-
0
0
P
L
A
N
&
P
R
O
F
I
L
E
C5.0
TRACT A TRAIL / TRACT B TRAIL / SDLN-00 PLAN
SCALE: 1"=30' (H)
TRACT B TRAIL / SDLN-00 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
TRACT A TRAIL PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
FRONTAGE FENCE W/ COLUMNS
SW
P
E
A
C
E
A
V
E
SW BLUEWATER TERR
2 3 4 5 6
11 10 9
7
34 8
1
8+15 9+00 10+00 11+00
12+0
0
13+00 14+00
08D249
08D253C
08D247
08D244
08D245C
SDLN-01
EX TC:339.13
EX G:338.68
STA:11+98.54
OFF:14.04'LT
STA:12+11.08
OFF:13.97'RT
EX TC:340.70
EX G:340.20
TR
A
C
T
B
CO
M
M
U
N
I
T
Y
T
R
A
I
L
08D243C
08D265C
08D248
LOT 79
TRACT K
DOCUMENT NO. 2000-031295
TAX LOT 600 - 2S117A
" R I V E R T E R R A C E C R O S S I N G "
SW
HUNTWOOD
STTR
A
C
T
A
CO
M
M
U
N
I
T
Y
T
R
A
I
L
08D252C
08D251C
08D246
08D230
1
4+3
5
1+00 2+00 3+00 4+00
32
2
.
7
9
EX. AC TRAIL /
MAINTENANCE ACCESS
300
305
310
315
320
325
330
335
340
345
350
300
305
310
315
320
325
330
335
340
345
350
8+00 9+00 10+00 11+00 12+00 12+20
ST
A
:
1
1
+
5
2
.
0
8
,
1
.
8
6
'
R
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
4
"
E
)
=
3
2
7
.
5
8
IE
O
U
T
(
1
2
"
S
)
=
3
2
6
.
1
0
RI
M
=
3
3
4
.
0
6
08
D
2
4
9
-
4
8
"
3+
7
4
.
6
7
,
S
D
L
N
-
0
1
ST
A
:
8
+
7
7
.
3
3
,
2
.
0
0
'
R
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
1
2
"
N
)
=
3
0
8
.
1
9
IE
I
N
(
1
0
"
S
E
)
=
3
0
8
.
3
1
IE
O
U
T
(
1
6
"
W
)
=
3
0
7
.
9
9
RI
M
=
3
1
3
.
7
5
08
D
2
4
4
-
4
8
"
1+
0
0
.
0
0
,
S
D
L
N
-
0
1
4.50%
8.00
%
9.60
%
8.74
%
9.00
%
PVI STA = 10+82.50
PVI ELEV = 325.21
A.D. = 8.35%
K = 13.77
LVC = 115.00'
BV
C
:
1
0
+
2
5
.
0
0
EL
E
V
:
3
2
2
.
6
2
EV
C
:
1
1
+
4
0
.
0
0
EL
E
V
:
3
3
2
.
6
0
PVI STA = 11+72.50
PVI ELEV = 336.78
A.D. = -3.25%
K = 19.99
LVC = 65.00'
BV
C
:
1
1
+
4
0
.
0
0
EL
E
V
:
3
3
2
.
6
0
EV
C
:
1
2
+
0
5
.
0
0
EL
E
V
:
3
3
9
.
9
0
PVI STA = 9+40.00
PVI ELEV = 318.80
A.D. = -3.50%
K = 20.00
LVC = 70.00'
BV
C
:
9
+
0
5
.
0
0
EL
E
V
:
3
1
6
.
0
0
EV
C
:
9
+
7
5
.
0
0
EL
E
V
:
3
2
0
.
3
7
23.77 LF
12" PVC D-3034
STRM SEWER
S=0.0143
40.5
4
L
F
12
"
P
V
C
D
-
3
0
3
4
STR
M
S
E
W
E
R
S=
0
.
0
9
0
3
EXISTING GRADE
@ STREET CENTERLINE
PROPOSED GRADE
@ STREET CENTERLINE
320
325
330
335
340
345
350
355
360
365
370
320
325
330
335
340
345
350
355
360
365
370
12+20 13+00 14+00 14+75
CLASS 'B' BACKFILL
PRO
P
O
S
E
D
8
"
S
A
N
S
E
W
E
R
PR
O
P
E
R
T
Y
L
I
N
E
ST
A
.
8
+
6
5
.
0
0
EL
E
V
=
3
0
7
.
9
1
PV
I
S
T
A
=
8
+
7
0
.
0
0
PV
I
E
L
E
V
=
3
1
3
.
0
6
PV
I
S
T
A
=
1
2
+
0
5
.
7
8
PV
I
E
L
E
V
=
3
3
9
.
9
7
PV
I
S
T
A
=
8
+
8
4
.
0
0
PV
I
E
L
E
V
=
3
1
4
.
3
2
PROPOSED ULTRABLOCK
WALL TO BE REMOVED AT THE
TIME OF STREET EXTENSION
ST
A
:
1
0
+
2
5
.
5
4
,
1
.
9
9
'
R
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
1
2
"
N
)
=
3
1
5
.
7
9
IE
I
N
(
1
0
"
N
E
)
=
3
1
7
.
1
3
IE
I
N
(
1
0
"
W
)
=
3
1
6
.
2
9
IE
O
U
T
(
1
2
"
S
)
=
3
1
5
.
7
0
RI
M
=
3
2
2
.
7
4
08
D
2
4
8
-
6
0
"
2+
4
8
.
2
0
,
S
D
L
N
-
0
1
126
.
4
6
L
F
-
1
2
"
P
V
C
D
-
3
0
3
4
S
T
R
M
S
E
W
E
R
S
=
0
.
0
8
1
5
18.53 LF
24" EXIST.
STRM SEWER
S=0.0701
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
8
+
7
5
.
0
0
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
ST
A
.
1
0
+
0
0
.
0
0
-
T
R
A
C
T
A
/
T
R
A
C
T
B
EL
E
V
.
3
1
3
.
5
1
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
0
+
0
0
.
0
0
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
ST
A
.
1
0
+
0
0
.
0
0
-
S
W
P
E
A
C
E
A
V
E
.
EL
E
V
.
3
2
1
.
5
0
PRO
P
O
S
E
D
8
"
W
A
T
E
R
EN
D
I
M
P
R
O
V
E
M
E
N
T
S
8.96
%
9.55
%
9.6
8
%
8.61
%
9.4
3
%
8.72
%
8.71
%
9.37
%
9.01
%
9.12
%
8.91
%
PV
I
S
T
A
=
1
2
+
4
6
.
5
7
PV
I
E
L
E
V
=
3
4
3
.
5
9
PV
I
S
T
A
=
1
2
+
7
6
.
3
8
PV
I
E
L
E
V
=
3
4
6
.
3
6
PV
I
S
T
A
=
1
3
+
3
0
.
0
4
PV
I
E
L
E
V
=
3
5
1
.
3
1
PV
I
S
T
A
=
1
3
+
5
6
.
6
5
PV
I
E
L
E
V
=
3
5
3
.
6
0
PV
I
S
T
A
=
1
3
+
8
1
.
1
6
PV
I
E
L
E
V
=
3
5
5
.
9
2
PV
I
S
T
A
=
1
4
+
0
7
.
6
6
PV
I
E
L
E
V
=
3
5
8
.
2
3
PV
I
S
T
A
=
1
4
+
3
1
.
9
0
PV
I
E
L
E
V
=
3
6
0
.
3
4
PV
I
S
T
A
=
1
4
+
5
9
.
9
3
PV
I
E
L
E
V
=
3
6
2
.
9
6
PV
I
S
T
A
=
1
2
+
2
1
.
2
6
PV
I
E
L
E
V
=
3
4
1
.
3
2
PV
I
S
T
A
=
1
2
+
6
1
.
0
3
PV
I
E
L
E
V
=
3
4
4
.
8
9
PV
I
S
T
A
=
1
2
+
9
4
.
9
4
PV
I
E
L
E
V
=
3
4
8
.
0
5
PV
I
S
T
A
=
1
3
+
1
2
.
6
5
PV
I
E
L
E
V
=
3
4
9
.
6
3
EXISTING GRADE
@ STREET CENTERLINE
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
3
+
1
2
.
6
5
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
S
W
H
U
N
T
W
O
O
D
S
T
R
E
E
T
83.89 LF
12" PVC D-
3
0
3
4
STRM SEWE
R
S=0.0159
ST
A
:
9
+
8
5
.
0
0
,
1
.
9
9
'
R
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
1
2
"
N
)
=
3
1
2
.
0
4
IE
I
N
(
1
5
"
E
)
=
3
1
0
.
2
8
IE
I
N
(
4
"
W
)
=
3
1
2
.
1
7
IE
O
U
T
(
1
2
"
S
)
=
3
1
0
.
0
8
RI
M
=
3
2
0
.
9
0
08
D
2
4
7
-
4
8
"
O
P
E
N
I
N
S
I
D
E
D
R
O
P
2+
0
7
.
6
7
,
S
D
L
N
-
0
1
ST
A
:
9
+
0
1
.
1
1
,
2
.
0
0
'
R
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
1
0
"
W
)
=
3
0
8
.
6
6
IE
I
N
(
1
0
"
E
)
=
3
0
8
.
6
7
IE
I
N
(
1
2
"
N
)
=
3
0
8
.
7
5
IE
O
U
T
(
1
2
"
S
)
=
3
0
8
.
5
3
RI
M
=
3
1
5
.
7
7
08
D
2
4
6
-
4
8
"
1+
2
3
.
7
7
,
S
D
L
N
-
0
1
PUBLIC CATCH BASIN DATA
TAG
08D243C
08D245C
08D251C
08D252C
08D253C
08D265C
TYPE
CG-30
CG-30
CG-30
CG-30
CG-30
CG-30
STATION
8+73.25
11.50' LT
BLUEWATER
8+73.25
11.50' RT
BLUEWATER
9+01.11
13.17' RT
BLUEWATER
9+01.11
13.17' LT
BLUEWATER
10+40.31
15.48' RT
BLUEWATER
10+25.54
15.38' LT
BLUEWATER
TC ELEV
313.51
313.51
315.77
315.86
323.54
322.71
IE OUT
308.76
308.77
310.60
311.67
318.38
318.71
SLOPE
0.1002
0.0445
0.1727
0.1984
0.0625
0.1393
PIPE
4.08 LF
10" PVC C900
10.34 LF
10" PVC C900
11.17 LF
10" PVC D-3034
15.17 LF
10" PVC C900
20.01 LF
10" PVC D-3034
17.37 LF
10" PVC C900
STORM LATERAL DATA
LOT
NO.
1
2
3
4
5
6
7
8
9
10
11
34
D.S.
M.H.
DIST.
FROM
D.S.
M.H.
LENGTH
39.1'
39.2'
37.0'
37.0'
37.0'
37.0'
37.0'
34.1'
33.0'
33.0'
33.0'
33.0'
INV. EL. @
MAINLINE
309.06
310.22
312.17
316.78
319.68
322.78
325.88
327.58
323.75
320.49
317.96
309.12
INV. EL.
@ PLUG
309.90
311.10
316.18
318.17
320.43
323.80
328.10
330.16
324.97
321.22
318.96
309.80
SLOPE
0.0216
0.0225
0.1084
0.0375
0.0200
0.0274
0.0600
0.0758
0.0370
0.0222
0.0302
0.0207
DEPTH
@ PLUG
4.44'
8.37'
4.75'
4.93'
4.84'
4.81'
4.90'
4.90'
4.90'
4.81'
4.90'
2.99'
08D244 13.9'
08D246 50.7'
08D247 0.0'
08D248 4.0'
08D248 39.6'
08D248 77.6'
08D248 115.6'
08D249 0.0'
08D248 89.5'
08D248 49.5'
08D248 18.5'
08D244 18.2'
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
5
.
1
s
t
s
r
t
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
7
:
0
6
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
A
C
E
,
SD
L
N
-
0
1
P
L
A
N
&
P
R
O
F
I
L
E
C5.1
SW BLUEWATER TERRACE / SDLN-01 PLAN
SCALE: 1"=30' (H)
SW BLUEWATER TERRACE / SDLN-01 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.SW BLUEWATER TERRACE (CONT.) PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
STORM NOTES
1 CONSTRUCT OPEN INSIDE DROP MANHOLE PER
CWS DWG. NO 080
10
+
0
0
9+75 10+00 11+00 12+00 13+00
14+
0
0
10
+
0
0
08D259
08D258
SW PEACE AVE
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
2
3
4
11
16
12
20
21
2425282729303132333426
08D254
08D247 08D255
08D263C
08D257
SDLN-02
08D256
08D270C
TR
A
C
T
C
PV
T
.
S
T
R
E
E
T
TRACT E
PVT. STREET1+00
2+00 3+00 4+00
5+00
1
300
305
310
315
320
325
330
335
340
345
350
300
305
310
315
320
325
330
335
340
345
350
10+00 11+00 12+00 13+00 14+00 15+00 16+00
ST
A
:
1
0
+
0
1
.
9
8
,
1
5
.
0
0
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
2
"
N
)
=
3
1
2
.
0
4
IE
I
N
(
1
5
"
E
)
=
3
1
0
.
2
8
IE
I
N
(
4
"
W
)
=
3
1
2
.
1
7
IE
O
U
T
(
1
2
"
S
)
=
3
1
0
.
0
8
RI
M
=
3
2
0
.
9
0
08
D
2
4
7
-
4
8
"
O
P
E
N
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
D
L
N
-
0
2
ST
A
:
1
2
+
2
3
.
9
7
,
2
.
0
0
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
5
"
E
)
=
3
1
2
.
6
4
IE
I
N
(
1
2
"
N
)
=
3
1
2
.
7
5
IE
O
U
T
(
1
5
"
W
)
=
3
1
2
.
5
2
RI
M
=
3
2
0
.
3
1
08
D
2
5
5
-
4
8
"
3+
2
3
.
7
2
,
S
D
L
N
-
0
2
ST
A
:
1
3
+
3
7
.
0
9
,
2
.
0
0
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
5
"
E
)
=
3
1
3
.
6
3
IE
I
N
(
1
0
"
S
E
)
=
3
1
3
.
7
1
IE
I
N
(
4
"
N
E
)
=
3
1
3
.
7
1
IE
O
U
T
(
1
5
"
W
)
=
3
1
3
.
4
5
RI
M
=
3
1
9
.
7
9
08
D
2
5
7
-
4
8
"
4+
3
6
.
8
4
,
S
D
L
N
-
0
2
ST
A
:
1
3
+
7
3
.
7
9
,
6
.
6
5
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
2
"
N
E
)
=
3
1
4
.
2
1
IE
O
U
T
(
1
5
"
W
)
=
3
1
3
.
9
3
RI
M
=
3
1
9
.
9
1
08
D
2
5
8
-
4
8
"
4+
7
5
.
3
8
,
S
D
L
N
-
0
2
ST
A
:
1
4
+
1
3
.
4
8
,
9
.
6
7
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
2
"
N
)
=
3
1
4
.
9
4
IE
I
N
(
1
2
"
S
E
)
=
3
1
5
.
0
5
IE
I
N
(
4
"
E
)
=
3
1
6
.
7
4
IE
O
U
T
(
1
2
"
S
W
)
=
3
1
4
.
8
0
RI
M
=
3
2
1
.
3
9
08
D
2
5
9
-
4
8
"
O
P
E
N
I
N
S
I
D
E
D
R
O
P
5+
1
9
.
1
6
,
S
D
L
N
-
0
2
ST
A
:
1
4
+
5
2
.
6
4
,
1
.
0
8
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
2
"
N
)
=
3
1
7
.
7
4
IE
I
N
(
1
0
"
N
W
)
=
3
1
7
.
7
8
IE
I
N
(
8
"
N
W
)
=
3
1
8
.
5
4
IE
O
U
T
(
1
2
"
S
)
=
3
1
7
.
5
9
RI
M
=
3
2
3
.
8
0
08
D
2
6
0
-
4
8
"
5+
6
1
.
5
6
,
S
D
L
N
-
0
2
ST
A
:
1
5
+
3
6
.
5
3
,
2
.
9
7
'
R
T
(P
E
A
C
E
)
IE
I
N
(
4
"
E
)
=
3
2
7
.
1
2
IE
O
U
T
(
1
2
"
S
)
=
3
2
6
.
2
8
RI
M
=
3
3
3
.
2
0
08
D
2
6
1
-
4
8
"
6+
4
5
.
2
5
,
S
D
L
N
-
0
2
ST
A
:
1
0
+
4
9
.
9
6
,
2
.
0
0
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
5
"
E
)
=
3
1
1
.
6
8
IE
O
U
T
(
1
5
"
W
)
=
3
1
1
.
4
8
RI
M
=
3
2
1
.
1
4
08
D
2
5
4
-
4
8
"
1+
4
9
.
7
0
,
S
D
L
N
-
0
2
-0.50%
11.
4
0
%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
2
1
.
5
0
PV
I
S
T
A
=
1
5
+
9
5
.
0
5
PV
I
E
L
E
V
=
3
4
0
.
4
1
LOW PT STA = 13+46.85
LOW PT ELEV = 319.78
PVI STA = 14+40.00
PVI ELEV = 319.30
A.D. = 14.59%
K = 13.71
LVC = 200.00'
BV
C
:
1
3
+
4
0
.
0
0
EL
E
V
:
3
1
9
.
8
0
EV
C
:
1
5
+
4
0
.
0
0
EL
E
V
:
3
3
3
.
3
9
PVI STA = 15+67.50
PVI ELEV = 337.27
A.D. = -2.69%
K = 20.46
LVC = 55.00'
BV
C
:
1
5
+
4
0
.
0
0
EL
E
V
:
3
3
3
.
3
9
EV
C
:
1
5
+
9
5
.
0
0
EL
E
V
:
3
4
0
.
4
0
EXISTING GRADE
@ STREET CENTERLINE
PROPOSED GRADE
@ STREET CENTERLINE
CLASS 'B' BACKFILL
PROPOSED 8" SAN SEWER
174.01 LF - 15" PVC D-3034 STRM
S
E
W
E
R
S
=
0
.
0
0
4
8
42.05 LF
15" PVC D-3034
STRM SEWER
S=0.0048
38.54 LF
15" PVC D-3034
STRM SEWER
S=0.0078
43.78 LF
12" PVC D-3
0
3
4
STRM SEWER
S=0.0135
42.4
0
L
F
12"
P
V
C
D
-
3
0
3
4
STRM
S
E
W
E
R
S=
0
.
0
6
2
5
83.
6
9
L
F
12
"
P
V
C
D
-
3
0
3
4
S
T
R
M
S
E
W
E
R
S=
0
.
1
0
2
0
49.70 LF
15" PVC
D
-
3
0
3
4
STRM SE
W
E
R
S=0.02
4
1
ST
A
:
1
2
+
6
6
.
0
2
,
2
.
0
0
'
R
T
(P
E
A
C
E
)
IE
I
N
(
1
5
"
E
)
=
3
1
3
.
0
4
IE
I
N
(
1
0
"
S
)
=
3
1
3
.
1
1
IE
O
U
T
(
1
5
"
W
)
=
3
1
2
.
8
4
RI
M
=
3
2
0
.
0
9
08
D
2
5
6
-
4
8
"
3+
6
5
.
7
6
,
S
D
L
N
-
0
2
71.08 LF
15" PVC D-3034
STRM SEWER
S=0.0058
PROPOSED 8" WATER
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
0
+
0
0
.
0
0
-
S
W
B
L
U
E
W
A
T
E
R
T
E
R
R
.
ST
A
.
1
0
+
0
0
.
0
0
-
S
W
P
E
A
C
E
A
V
E
.
EL
E
V
.
3
2
1
.
5
0
EN
D
I
M
P
R
O
V
E
M
E
N
T
S
PUBLIC CATCH BASIN DATA
TAG
08D263C
08D264C
08D270C
TYPE
CG-30
CG-30
CG-30
STATION
13+44.75
15.50' RT
PEACE
14+59.75
15.38' LT
PEACE
12+66.02
15.38' RT
PEACE
TC ELEV
319.91
324.38
320.18
IE OUT
314.92
320.63
315.31
SLOPE
0.0780
0.1594
0.1645
PIPE
15.52 LF
10" PVC D-3034
17.77 LF
10" PVC C900
13.38 LF
10" PVC D-3034
STORM LATERAL DATA
LOT
NO.
16.1
16.2
16.3
17
18
19
20
21
25
26
27
28
29
30
31
32
33
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
36.6'
54.6'
51.0'
46.8'
48.0'
46.6'
51.6'
54.3'
49.7'
45.8'
44.9'
46.8'
49.1'
47.1'
46.3'
45.6'
47.3'
INV. EL. @
MAINLINE
313.67
316.50
319.30
326.66
323.03
319.24
315.74
313.07
309.08
309.29
309.44
309.57
309.75
312.92
310.27
310.44
310.65
INV. EL.
@ PLUG
315.40
313.71
318.54
330.31
325.66
321.37
318.21
316.62
310.10
310.25
310.40
310.55
310.80
313.90
311.25
311.40
311.65
SLOPE
0.0473
0.0511
0.0149
0.0782
0.0548
0.0457
0.0480
0.0653
0.0204
0.0211
0.0214
0.0209
0.0213
0.0208
0.0211
0.0211
0.0212
DEPTH
@ PLUG
4.92'
0.34'
0.68'
6.09'
6.09'
5.91'
5.98'
6.02'
10.87'
9.92'
9.73'
9.77'
9.76'
6.82'
9.68'
9.70'
9.69'
08D255 24.0'4.40'
08D261 0.0'
08D260 58.0'
08D260 20.6'
08D259 26.5'
08D259 0.0'
08D258 5.0'
08D257 13.0'
08D256 67.5'
08D256 34.5'
08D255 37.0'
08D254 169.1'
08D254 133.0'
08D254 92.5'
08D254 53.0'
08D257 0.0'
08D260 0.0'
5.00'
6.00'
15+00
16+00
08D264C
SW PEACE
A
V
E
1819 1720
16 08D261
08D260
SDLN-02
EX TC:340.96
EX G:340.53
EX TC:340.30
EX G:339.86
STA:15+94.98
OFF:13.79'RT
STA:15+93.74
OFF:13.80'LT
T
R
A
C
T
D
OP
E
N
S
P
A
C
E
LOT 73
TRACT I
EX. DRIVEWAY
6+88
6+00
08D228
2
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
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s
i
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e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
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n
b
y
Re
v
i
e
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e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
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3
7
-
1
9
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3
7
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s
t
s
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t
.
d
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g
4/
3
0
/
2
0
2
5
1
1
:
2
7
:
2
1
A
M
PI
O
N
E
E
R
D
E
S
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N
G
R
O
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P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SW
P
E
A
C
E
A
V
E
N
U
E
,
S
D
L
N
-
0
2
PL
A
N
&
P
R
O
F
I
L
E
C5.2
SW PEACE AVENUE / SDLN-02 PLAN
SCALE: 1"=30' (H)
SW PEACE AVENUE / SDLN-02 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
MATCHLINE
MA
T
C
H
L
I
N
E
LEGEND
SE
E
S
H
E
E
T
C5
.
3
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
O
F
E
X
.
SW
P
E
A
C
E
A
V
E
P
L
A
N
SE
E
S
H
E
E
T
C5
.
3
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
O
F
E
X
.
SW
P
E
A
C
E
A
V
E
P
R
O
F
I
L
E
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED HYDRANT
STORM NOTES
1 CONSTRUCT OPEN INSIDE DROP MANHOLE
PER CWS DWG. NO 080
2 8" LATERAL INSTALLED FROM MANHOLE TO
CLEANOUT. LATERAL CONNECTS TO
EXISTING 8" LINE FROM HOUSE AT
CLEANOUT LOCATION.
SW PEACE AVE16+00 17+00 18+00 19+00
TRACT I LOT 72
LOT 73
" R I V E R T E R R A C E C R O S S I N G "
SW
HU
N
T
W
O
O
D
ST
TR
A
C
T
D
OP
E
N
S
P
A
C
E
EXISTING GRADE
@ STREET CENTERLINE
CL
-
C
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
.
1
7
+
0
0
.
5
7
-
S
W
P
E
A
C
E
A
V
E
N
U
E
S
W
H
U
N
T
W
O
O
D
S
T
R
E
E
T
335
340
345
350
355
360
365
370
375
380
335
340
345
350
355
360
365
370
375
380
16+00 17+00 18+00 19+00
11.
5
0
%
11.
2
9
%
10.
5
2
%
11.
2
1
%
11.
1
4
%
13.
1
8
%
12.
1
5
%
9.7
8
%
10.
9
2
%
11.
1
7
%
11.
3
5
%
PV
I
S
T
A
=
1
6
+
6
7
.
3
5
PV
I
E
L
E
V
=
3
4
8
.
4
6
PV
I
S
T
A
=
1
6
+
4
4
.
0
8
PV
I
E
L
E
V
=
3
4
5
.
7
9
PV
I
S
T
A
=
1
6
+
1
5
.
8
0
PV
I
E
L
E
V
=
3
4
2
.
5
9
PV
I
S
T
A
=
1
7
+
4
1
.
5
2
PV
I
E
L
E
V
=
3
5
7
.
0
7
PV
I
S
T
A
=
1
6
+
9
2
.
9
6
PV
I
E
L
E
V
=
3
5
1
.
3
1
PV
I
S
T
A
=
1
7
+
0
0
.
5
7
PV
I
E
L
E
V
=
3
5
2
.
3
2
PV
I
S
T
A
=
1
7
+
1
8
.
4
2
PV
I
E
L
E
V
=
3
5
4
.
4
8
PV
I
S
T
A
=
1
7
+
6
7
.
4
6
PV
I
E
L
E
V
=
3
5
9
.
6
1
PV
I
S
T
A
=
1
7
+
9
0
.
4
0
PV
I
E
L
E
V
=
3
6
2
.
1
2
PV
I
S
T
A
=
1
8
+
1
7
.
1
6
PV
I
E
L
E
V
=
3
6
5
.
1
0
PV
I
S
T
A
=
1
8
+
4
2
.
7
6
PV
I
E
L
E
V
=
3
6
8
.
0
1
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
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g
n
e
d
b
y
Ve
r
t
.
S
c
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e
:
Dr
a
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n
b
y
Re
v
i
e
w
e
d
b
y
Pr
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j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
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\
1
4
1
0
3
7
_
C
5
.
3
s
t
s
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.
d
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g
4/
3
0
/
2
0
2
5
1
1
:
2
7
:
3
3
A
M
PI
O
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E
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S
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N
G
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W
.
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R
P
.
C
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CI
V
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E
N
G
I
N
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E
R
I
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L
A
N
D
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S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
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V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
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C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SW
P
E
A
C
E
A
V
E
N
U
E
(
C
O
N
T
.
)
PL
A
N
&
P
R
O
F
I
L
E
C5.3
SW PEACE AVENUE (CONT.) PLAN
SCALE: 1"=30' (H)1 INCH = 30 FEET
30 15 30
6C$/E
0
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
LEGEND
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
SW PEACE AVENUE (CONT.) PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
SE
E
S
H
E
E
T
C5
.
2
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
O
F
S
W
PE
A
C
E
A
V
E
P
R
O
F
I
L
E
SE
E
S
H
E
E
T
C5
.
2
F
O
R
CO
N
T
I
N
U
A
T
I
O
N
O
F
S
W
PE
A
C
E
A
V
E
P
L
A
N
08D262
08D266C
08D255
SW
P
E
A
C
E
A
V
E
16
151214
28
29
30
31
13
10+00 11+00 11+79
SDLN-03
LOT 75
LOT 76
LOT 77
"
R
I
V
E
R
T
E
R
R
A
C
E
C
R
O
S
S
I
N
G
"
EX. HOUSE
TRACT C
PRIVATE STREET
TR
A
C
T
D
OP
E
N
S
P
A
C
E
2+571+00 2+00
300
305
310
315
320
325
330
335
340
345
300
305
310
315
320
325
330
335
340
345
9+25 10+00 11+00 12+00
157
.
0
0
L
F
-
1
2
"
P
V
C
D
-
3
0
3
4
S
T
R
M
S
E
W
E
R
S
=
0
.
0
7
8
4
1.50%
3.36%
5.88
%
75
.
0
0
%
0.00%
10.
2
5
%
1.50%
12.
5
0
%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
2
0
.
4
0
PV
I
S
T
A
=
1
0
+
2
4
.
5
0
PV
I
E
L
E
V
=
3
2
1
.
5
5
PV
I
S
T
A
=
1
0
+
1
2
.
5
0
PV
I
E
L
E
V
=
3
2
0
.
8
2
PV
I
S
T
A
=
1
0
+
1
3
.
9
2
PV
I
E
L
E
V
=
3
2
0
.
9
0
PV
I
S
T
A
=
1
0
+
1
4
.
0
0
PV
I
E
L
E
V
=
3
2
0
.
9
6
PV
I
S
T
A
=
1
0
+
1
4
.
5
0
PV
I
E
L
E
V
=
3
2
0
.
9
6
PV
I
S
T
A
=
1
0
+
1
9
.
5
0
PV
I
E
L
E
V
=
3
2
1
.
4
8
PV
I
S
T
A
=
1
1
+
7
3
.
9
7
PV
I
E
L
E
V
=
3
3
4
.
1
3
PVI STA = 10+80.00
PVI ELEV = 322.38
A.D. = 11.00%
K = 10.00
LVC = 110.00'
BV
C
:
1
0
+
2
5
.
0
0
EL
E
V
:
3
2
1
.
5
6
EV
C
:
1
1
+
3
5
.
0
0
EL
E
V
:
3
2
9
.
2
6
ST
A
:
9
+
9
8
.
0
0
,
3
.
0
0
'
R
T
(T
R
A
C
T
C
)
IE
I
N
(
1
5
"
E
)
=
3
1
2
.
6
4
IE
I
N
(
1
2
"
N
)
=
3
1
2
.
7
5
IE
O
U
T
(
1
5
"
W
)
=
3
1
2
.
5
2
RI
M
=
3
2
0
.
3
1
08
D
2
5
5
-
4
8
"
1+
0
0
.
0
0
,
S
D
L
N
-
0
3
ST
A
:
1
1
+
5
5
.
0
0
,
3
.
0
0
'
R
T
(T
R
A
C
T
C
)
IE
I
N
(
4
"
W
)
=
3
2
5
.
5
6
IE
O
U
T
(
1
2
"
S
)
=
3
2
5
.
0
6
RI
M
=
3
3
1
.
6
3
08
D
2
6
2
-
4
8
"
2+
5
7
.
0
0
,
S
D
L
N
-
0
3
EXISTING GRADE
@ STREET CENTERLINE
PROPOSED GRADE
@ STREET CENTERLINE
PRO
P
O
S
E
D
8
"
S
A
N
S
E
W
E
R
CLASS 'B' BACKFILL
PUBLIC CATCH BASIN DATA
TAG
08D266C
TYPE
24"
SQUARE
NYLOPLAST
DRAIN
BASIN
STATION
10+27.87
8.50' RT
TRACT C
TC ELEV
320.30
IE IN
--
IE OUT
316.30
SLOPE
0.1893
PIPE
5.50 LF
10" PVC C900
* DENOTES ACTUAL RIM ELEVATION
*
STORM LATERAL DATA
LOT
NO.
12
13
14
15
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
31.5'
33.0'
33.2'
34.7'
INV. EL. @
MAINLINE
316.55
319.57
322.72
325.56
INV. EL.
@ PLUG
317.74
320.30
323.40
327.66
SLOPE
0.0377
0.0221
0.0205
0.0605
DEPTH
@ PLUG
4.89'
4.17'
4.55'
5.05'
08D255 40.0'
08D255 78.5'
08D255 118.7'
08D262 0.0'
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
5
.
4
s
t
s
r
t
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
7
:
5
0
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
TR
A
C
T
C
P
R
I
V
A
T
E
S
T
R
E
E
T
,
SD
L
N
-
0
3
P
L
A
N
&
P
R
O
F
I
L
E
C5.4
TRACT C PRIVATE STREET / SDLN-03 PLAN
SCALE: 1"=30' (H)
TRACT C PRIVATE STREET / SDLN-03 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
LEGEND
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
SW
R
O
S
A
R
I
O
L
N
SW
P
E
A
C
E
A
V
E
16
19
20
21
2223242526
08D259
08D268
08D250C
08D267
12+00
10
+
0
0
11+00
SDLN-04
SW
1
5
0
T
H
A
V
E
TRACT E
PVT. STREET
08D269C
1
+
0
0
2+00 2+62
UNDER
SEPARATE
PERMIT WITH
WASHINGTON
COUNTY
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
9+50 10+00 11+00 12+00
47.98 LF
12" PVC D-3034
STRM SEWER
S=0.0104
65.20
L
F
12"
P
V
C
D
-
3
0
3
4
STRM
S
E
W
E
R
S=0
.
0
5
0
2
ST
A
:
1
0
+
0
9
.
2
8
,
1
0
.
6
1
'
L
T
(T
R
A
C
T
E
)
IE
I
N
(
1
2
"
N
)
=
3
1
4
.
9
4
IE
I
N
(
1
2
"
S
E
)
=
3
1
5
.
0
5
IE
I
N
(
4
"
E
)
=
3
1
6
.
7
4
IE
O
U
T
(
1
2
"
S
W
)
=
3
1
4
.
8
0
RI
M
=
3
2
1
.
3
9
08
D
2
5
9
-
4
8
"
O
P
E
N
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
D
L
N
-
0
4
ST
A
:
1
0
+
5
8
.
3
6
,
2
.
4
2
'
L
T
(T
R
A
C
T
E
)
IE
I
N
(
1
2
"
E
)
=
3
1
5
.
6
5
IE
I
N
(
4
"
S
)
=
3
1
6
.
0
2
IE
O
U
T
(
1
2
"
N
W
)
=
3
1
5
.
5
5
RI
M
=
3
2
1
.
6
9
08
D
2
6
7
-
4
8
"
1+
4
7
.
9
8
,
S
D
L
N
-
0
4
ST
A
:
1
1
+
2
4
.
5
4
,
4
.
2
5
'
L
T
(T
R
A
C
T
E
)
IE
I
N
(
4
"
S
)
=
3
1
9
.
6
2
IE
I
N
(
1
0
"
E
)
=
3
1
9
.
0
7
IE
O
U
T
(
1
2
"
W
)
=
3
1
8
.
9
2
RI
M
=
3
2
5
.
7
5
08
D
2
6
8
-
4
8
"
2+
1
3
.
1
8
,
S
D
L
N
-
0
4
1.50%
-1.67%
-5.
8
8
%
75
.
0
0
%
0.00%
10.
4
0
%
8.30
%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
2
0
.
9
7
PV
I
S
T
A
=
1
0
+
3
6
.
8
8
PV
I
E
L
E
V
=
3
2
1
.
1
2
PV
I
S
T
A
=
1
0
+
2
4
.
8
8
PV
I
E
L
E
V
=
3
2
0
.
5
5
PV
I
S
T
A
=
1
0
+
2
6
.
3
0
PV
I
E
L
E
V
=
3
2
0
.
4
7
PV
I
S
T
A
=
1
0
+
2
6
.
3
8
PV
I
E
L
E
V
=
3
2
0
.
5
3
PV
I
S
T
A
=
1
0
+
2
6
.
8
8
PV
I
E
L
E
V
=
3
2
0
.
5
3
PV
I
S
T
A
=
1
0
+
3
1
.
8
8
PV
I
E
L
E
V
=
3
2
1
.
0
5
PV
I
S
T
A
=
1
1
+
4
6
.
5
2
PV
I
E
L
E
V
=
3
2
7
.
5
1
PVI STA = 10+76.88
PVI ELEV = 321.72
A.D. = 6.80%
K = 11.76
LVC = 80.00'
BV
C
:
1
0
+
3
6
.
8
8
EL
E
V
:
3
2
1
.
1
2
EV
C
:
1
1
+
1
6
.
8
8
EL
E
V
:
3
2
5
.
0
4
CLASS 'B' BACKFILL
PROPOSED GRADE
@ STREET CENTERLINE
EXISTING GRADE
@ STREET CENTERLINE
PROPOSED 8"
SAN SEWER
PROPOSED 8"
WATER
CROSSING
49.
0
8
L
F
10
"
P
V
C
D
-
3
0
3
4
STR
M
S
E
W
E
R
S=
0
.
1
3
3
7
UN
D
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
WI
T
H
W
A
S
H
I
N
G
T
O
N
C
O
U
N
T
Y
PUBLIC CATCH BASIN DATA
TAG
08D250C
TYPE
24"
SQUARE
NYLOPLAST
DRAIN
BASIN
STATION
10+45.62
8.47' RT
TRACT E
TC ELEV
320.88
IE IN
--
IE OUT
316.96
SLOPE
0.0905
PIPE
14.79 LF
10" PVC C900
* DENOTES ACTUAL RIM ELEVATION
*
STORM LATERAL DATA
LOT
NO.
22
23
24
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
27.5'
27.5'
26.5'
INV. EL. @
MAINLINE
319.62
317.71
316.02
INV. EL.
@ PLUG
320.98
318.30
317.13
SLOPE
0.0494
0.0216
0.0420
DEPTH
@ PLUG
4.94'
4.89'
4.94'
08D268 0.0'
08D267 27.7'
08D267 0.0'
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
5
.
5
s
t
s
r
t
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
8
:
0
6
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
TR
A
C
T
E
P
R
I
V
A
T
E
S
T
R
E
E
T
,
SD
L
N
-
0
4
P
L
A
N
&
P
R
O
F
I
L
E
C5.5
TRACT E PRIVATE STREET / SDLN-04 PLAN
SCALE: 1"=30' (H)
TRACT E PRIVATE STREET / SDLN-04 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
12
+
0
0
16
+
0
0
11
+
7
9
12
+
0
0
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW
1
5
0
T
H
A
V
E
SW
P
E
A
C
E
A
V
E
7
16158
17
10+00 11+00 12+00 13+00
TRACT ILOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
" R I V E R T E R R A C E C R O S S I N G "
08D228
08D227
UNDER SEPARATE
PERMIT WITH
WASHINGTON
COUNTYTR
A
C
T
C
PV
T
.
S
T
R
E
E
T
TRACT D
OPEN SPACE
EX. HOUSE
EX SDLN-06
1
EX SDLN-06
08D229
08D230
EX. AC TRAIL /
MAINTENANCE
ACCESS
320
325
330
335
340
345
350
320
325
330
335
340
345
350
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
EXISTING GRADE
@ TRAIL CENTERLINE
PROPOSED GRADE
@ TRAIL CENTERLINE 7.50
%
-3.00
%
-2.50%1.60%
1.00%
-1.00%
-1.60%
PV
I
S
T
A
=
1
0
+
0
0
.
0
0
PV
I
E
L
E
V
=
3
3
9
.
7
2
PV
I
S
T
A
=
1
3
+
7
7
.
8
7
PV
I
E
L
E
V
=
3
3
8
.
8
3
PV
I
S
T
A
=
1
0
+
9
5
.
0
0
PV
I
E
L
E
V
=
3
3
9
.
5
7
PVI STA = 10+45.00
PVI ELEV = 338.77
A.D. = 4.10%
K = 2.44
LVC = 10.00'
BV
C
:
1
0
+
4
0
.
0
0
EL
E
V
:
3
3
8
.
9
0
EV
C
:
1
0
+
5
0
.
0
0
EL
E
V
:
3
3
8
.
8
5
PVI STA = 12+55.00
PVI ELEV = 337.50
A.D. = 2.00%
K = 5.00
LVC = 10.00'
BV
C
:
1
2
+
5
0
.
0
0
EL
E
V
:
3
3
7
.
6
5
EV
C
:
1
2
+
6
0
.
0
0
EL
E
V
:
3
3
7
.
4
5
PVI STA = 13+44.00
PVI ELEV = 336.61
A.D. = 8.50%
K = 1.18
LVC = 10.00'
BV
C
:
1
3
+
3
9
.
0
0
EL
E
V
:
3
3
6
.
6
6
EV
C
:
1
3
+
4
9
.
0
0
EL
E
V
:
3
3
6
.
9
9
PVI STA = 10+05.00
PVI ELEV = 339.77
A.D. = -3.50%
K = 2.86
LVC = 10.00'
BV
C
:
1
0
+
0
0
.
0
0
EL
E
V
:
3
3
9
.
7
2
EV
C
:
1
0
+
1
0
.
0
0
EL
E
V
:
3
3
9
.
6
4
PVI STA = 11+30.00
PVI ELEV = 339.92
A.D. = -2.60%
K = 3.85
LVC = 10.00'
BV
C
:
1
1
+
2
5
.
0
0
EL
E
V
:
3
3
9
.
8
7
EV
C
:
1
1
+
3
5
.
0
0
EL
E
V
:
3
3
9
.
8
4
PVI STA = 13+72.87
PVI ELEV = 338.78
A.D. = -6.50%
K = 1.54
LVC = 10.00'
BV
C
:
1
3
+
6
7
.
8
7
EL
E
V
:
3
3
8
.
4
0
EV
C
:
1
3
+
7
7
.
8
7
EL
E
V
:
3
3
8
.
8
3
PVI STA = 12+25.00
PVI ELEV = 338.40
A.D. = -1.40%
K = 7.12
LVC = 10.00'
BV
C
:
1
2
+
2
0
.
0
0
EL
E
V
:
3
3
8
.
4
8
EV
C
:
1
2
+
3
0
.
0
0
EL
E
V
:
3
3
8
.
2
5
ST
A
:
1
5
+
7
8
.
5
6
,
3
.
2
8
'
L
T
(P
E
A
C
E
)
IE
I
N
(
1
0
"
N
W
)
=
3
3
2
.
2
0
IE
I
N
(
1
2
"
E
)
=
3
3
2
.
2
0
IE
I
N
(
1
0
"
N
E
)
=
3
3
2
.
2
0
IE
O
U
T
(
1
2
"
W
)
=
3
3
2
.
0
0
RI
M
=
3
3
8
.
3
5
08
D
2
2
8
-
4
8
"
ST
A
:
1
1
+
5
5
.
8
2
,
2
3
.
6
8
'
L
T
(1
5
0
T
H
)
IE
O
U
T
(
1
2
"
W
)
=
3
4
0
.
2
0
RI
M
=
3
4
5
.
7
5
08
D
2
2
7
-
4
8
"
134.
2
6
L
F
-
1
2
"
E
X
I
S
T
S
T
R
M
S
E
W
E
R
S
=
0
.
0
5
9
6
SW BLUEWATER
TERR.
TRACT D SW PEACE AVE.SW 150TH AVE.TRACT I
RIVER TERRACE CROSSING
206.59 LF - 12" STRM SEWER S=0.00
4
8
213.45 LF - 12" S
T
R
M
S
E
W
E
R
S
=
0
.
0
1
1
2
ST
A
:
1
1
+
8
7
.
4
7
,
1
.
4
4
'
R
T
(T
R
A
C
T
D
)
IE
I
N
(
1
2
"
E
)
=
3
3
1
.
0
0
IE
O
U
T
(
1
2
"
W
)
=
3
3
0
.
8
0
RI
M
=
3
3
8
.
9
8
08
D
2
2
9
-
4
8
"
ST
A
:
1
1
+
9
4
.
0
8
,
0
.
4
5
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
2
4
"
N
E
)
=
3
2
8
.
0
0
IE
I
N
(
1
2
"
E
)
=
3
2
8
.
4
0
IE
O
U
T
(
2
4
"
W
)
=
3
2
8
.
3
0
RI
M
=
3
3
8
.
7
7
08
D
2
3
0
-
4
8
"
107.05 LF
24"
STRM SEWER
S=0.0159
STORM LATERAL DATA
LOT
NO.
TRACT I
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
5.0'
INV. EL. @
MAINLINE
330.00
INV. EL.
@ PLUG
335.41
SLOPE
1.0820
DEPTH
@ PLUG
5.00'08D228 43.3'
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
5
.
6
s
t
s
r
t
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
8
:
2
1
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
TR
A
C
T
D
T
R
A
I
L
,
E
X
.
S
D
L
N
-
0
6
PL
A
N
&
P
R
O
F
I
L
E
C5.6
TRACT D TRAIL / EX. SDLN-06 PLAN
SCALE: 1"=30' (H)
TRACT D TRAIL / EX. SDLN-06 PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
STORM SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" STORM SERVICE CONNECTION MARKERS TO BE
COLOR CODED WHITE.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
STORM NOTES
1 INSTALL 4" INSERTA TEE PER CWS DWG. NO 530/C9.5.
6+00 7+00
8+00
9+00 10+00 11+00 12+00SS08D067
SS08D071
SS08D070
SS08D068
SS08D073
TR
A
C
T
D
SW
R
O
S
A
R
I
O
LN
SW 150TH AVE
SW PEAC
E
A
V
E
SS08D069
5+5
1
-0+62 0+00 1+00
2+00
3+
0
0
4+00
5+0
0
16
1819202122
23
24
25
17
EX. SSMH CWS #15078
RIM=335.7'±
IN(N)=329.6'±
OUT(S)=329.4'±
EX. SSMH
CWS #15900
RIM=333.1'±
IN(N)=327.2'±
IN(E)=327.2'±
OUT(S)=327.0'±
EX. SSMH CWS #15898
RIM=322.1'±
IN(N)=316.2'±
OUT(S)=316.0'±
EX. SSMH CWS #15077
RIM=314.9'±
IN(N)=309.4'±
OUT(S)=309.2'±
EX. SSMH CWS #15076
RIM=297.6'±
IN(N)=291.0'±
OUT(S)=290.8'±
1
SSLN-A
SSL
N
-
A
SSLN-A
TRACT I
DOCUMENT NO. 2000-031295
LOT 1
LOT 19 " O R C A S E S T A T E S "" V A L L E Y V I E W "
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "TRACT B
TR
A
C
T
E
PR
I
V
A
T
E
S
T
R
E
E
T
TR
A
C
T
A
CO
M
M
U
N
I
T
Y
T
R
A
I
L
12
+
0
0
10+
0
0
11
+
0
0
SS08D072
16
+
0
0
14
+
0
0
15
+
0
0
3
3
EXISTING GRADE
@ PIPE CENTERLINE
PROPOSED GRADE
@ PIPE CENTERLINE
297
300
305
310
315
320
325
330
297
300
305
310
315
320
325
330
0+50 1+00 2+00 3+00 4+00 5+00 5+75
ST
A
:
7
+
0
5
.
5
2
,
1
1
.
6
5
'
R
T
(1
5
0
T
H
)
IE
I
N
(
8
"
N
W
)
=
3
0
5
.
7
8
IE
I
N
(
8
"
N
)
=
3
0
5
.
4
1
IE
O
U
T
(
8
"
S
)
=
3
0
5
.
4
1
RI
M
=
3
1
0
.
7
0
SS
0
8
D
0
7
3
-
4
8
"
M
H
1+
0
0
.
0
0
,
S
S
L
N
-
A
23.99 LF
8" PVC C900
SAN SEWER
S=0.0058
ST
A
:
8
+
4
8
.
1
7
,
4
.
0
0
'
L
T
(1
5
0
T
H
)
IE
I
N
(
8
"
W
)
=
3
0
6
.
8
0
IE
O
U
T
(
8
"
S
)
=
3
0
6
.
6
0
RI
M
=
3
2
2
.
2
2
SS
0
8
D
0
6
7
-
4
8
"
M
H
2+
5
0
.
5
8
,
S
S
L
N
-
A
116.88 LF
8" PVC C900 SAN SEWER
S=0.0046
ST
A
:
1
4
+
6
3
.
5
0
,
5
.
7
4
'
L
T
(T
R
A
C
T
A
)
IE
I
N
(
8
"
N
)
=
3
0
7
.
3
9
IE
O
U
T
(
8
"
E
)
=
3
0
7
.
3
4
RI
M
=
3
1
6
.
1
3
SS
0
8
D
0
6
8
-
4
8
"
M
H
3+
6
7
.
4
6
,
S
S
L
N
-
A
100.10 LF
8" DIP SAN SEWER
S=0.0038
ST
A
:
1
0
+
7
9
.
0
3
,
2
.
7
5
'
R
T
(T
R
A
C
T
E
)
IE
I
N
(
8
"
W
)
=
3
0
7
.
9
7
IE
O
U
T
(
8
"
S
)
=
3
0
7
.
7
7
RI
M
=
3
2
2
.
5
7
SS
0
8
D
0
6
9
-
4
8
"
M
H
4+
6
7
.
5
6
,
S
S
L
N
-
A
23.09 LF
8" PVC C900
SAN SEWER
S=0.0043
ST
A
:
1
0
+
5
7
.
4
7
,
5
.
3
0
'
R
T
(T
R
A
C
T
E
)
IE
I
N
(
8
"
N
W
)
=
3
0
8
.
2
7
IE
O
U
T
(
8
"
E
)
=
3
0
8
.
0
7
RI
M
=
3
2
1
.
4
8
SS
0
8
D
0
7
0
-
4
8
"
M
H
4+
9
0
.
6
5
,
S
S
L
N
-
A
59.95 LF
8" PVC C900
SAN SEWER
S=0.0047
ST
A
:
1
4
+
0
8
.
3
1
,
0
.
4
9
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
N
)
=
3
1
1
.
9
8
IE
I
N
(
8
"
S
W
)
=
3
0
8
.
6
5
IE
O
U
T
(
8
"
S
E
)
=
3
0
8
.
5
5
RI
M
=
3
2
1
.
4
0
SS
0
8
D
0
7
1
-
4
8
"
I
N
S
I
D
E
D
R
O
P
5+
5
0
.
6
1
,
S
S
L
N
-
A
CLASS 'B' BACKFILL
164
.
5
L
F
EXIS
T
.
8
"
SAN
S
E
W
E
R
S=0
.
0
8
9
0
PROPOSED 10"
STORM CROSSING
EXISTING COMM
BANK CROSSING
EXISTING GAS
CROSSING PROPOSED
8" WATER
CROSSING
PROPOSED
WATER
SERVICE
CROSSING
PROPOSED 12"
STRM SEWER
126.59 LF
8" PVC C900 SAN SEWER
S=0.0040
ST
A
:
7
+
2
1
.
6
0
,
6
.
1
5
'
L
T
(1
5
0
T
H
)
IE
I
N
(
8
"
N
)
=
3
0
6
.
0
9
IE
O
U
T
(
8
"
S
E
)
=
3
0
5
.
9
2
RI
M
=
3
1
2
.
9
2
SS
0
8
D
0
7
2
-
4
8
"
M
H
1+
2
3
.
9
9
,
S
S
L
N
-
A
EXISTING 8" SAN
SEWER TO REMAIN
COMPACT BACKFILL
TO 95% AASHTO T-99
WHERE MAIN CROSSES
LOTS 23 & 24
SANITARY LATERAL DATA
LOT
NO.
22
23
24
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
10.9'
11.3'
22.6'
INV. EL. @
MAINLINE
307.45
307.61
308.37
INV. EL.
@ PLUG
311.55
308.84
308.80
SLOPE
0.3745
0.1081
0.0190
DEPTH
@ PLUG
5.92'
5.98'
13.40'
SS08D071 0.0'
SS08D067 68.8'
SS08D067 103.9'
SS08D069 15.2'
* LOTS 22-24 ARE DAYLIGHT BASEMENT LOTS AND HAVE DEEPER LATERALS PROVIDED.
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
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i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
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n
g
i
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e
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r
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\
1
4
1
0
3
7
_
C
6
.
0
s
s
p
f
.
d
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g
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3
0
/
2
0
2
5
1
1
:
2
8
:
3
6
A
M
PI
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E
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S
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N
G
R
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P
WW
W
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G
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P
.
C
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CIV
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I
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E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
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Y
I
N
G
L
A
N
D
S
C
A
P
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A
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C
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T
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PO
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T
L
A
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,
O
R
E
G
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N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
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PH
:
8
0
8
.
7
5
3
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2
3
7
6
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A
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G
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N
WJ
D
WJ
D
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F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SS
L
N
-
A
P
L
A
N
&
P
R
O
F
I
L
E
C6.0
SSLN-A PLAN
SCALE: 1"=30' (H)
SSLN-A PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
SANITARY SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE
COLOR CODED GREEN.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SANITARY NOTES
1 CONSTRUCT POURED IN PLACE MANHOLE BASE PER CWS
DWG. NO. 020/C9.3.
SW 150TH AVENUE IMPROVEMENTS UNDER
SEPARATE PERMIT TO BE REVIEWED AND
APPROVED BY WASHINGTON COUNTY.
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
FRONTAGE FENCE W/ COLUMNS
2 NOT USED
3 POTHOLE EXISTING UTILITY PRIOR TO THE START OF
CONSTRUCTION.
SW PEACE AVE
SW
B
L
U
E
W
A
T
E
R
TE
R
R
11 1612 20
21
2425282729303132333426
5+14
1+00
2+003+004+005+00
SS08D076
SS08D071
SS08D075 SS08D074
SSLN-B SSLN-B
21
9+75 10+00 11+00 12+00 13+00
14+
0
0
TR
A
C
T
C
PV
T
.
S
T
R
E
E
T
TRACT E
PVT. STREET
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
1+00 2+00 2+61
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
1+002+003+004+005+005+14
ST
A
:
1
0
+
0
8
.
0
0
,
8
.
0
0
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
8
"
S
)
=
3
1
0
.
9
6
IE
I
N
(
8
"
N
)
=
3
1
2
.
3
5
IE
O
U
T
(
8
"
E
)
=
3
1
0
.
7
8
RI
M
=
3
2
1
.
6
3
SS
0
8
D
0
7
6
-
4
8
"
I
N
S
I
D
E
D
R
O
P
5+
1
3
.
8
2
,
S
S
L
N
-
B
223.97 LF - 8" PVC C900 SAN SEWE
R
S
=
0
.
0
0
4
7
ST
A
:
1
2
+
1
5
.
9
7
,
8
.
0
0
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
W
)
=
3
0
9
.
7
3
IE
I
N
(
8
"
N
)
=
3
1
2
.
4
0
IE
I
N
(
4
"
S
)
=
3
1
2
.
9
2
IE
I
N
(
4
"
N
E
)
=
3
1
2
.
9
2
IE
O
U
T
(
8
"
E
)
=
3
0
9
.
5
6
RI
M
=
3
2
0
.
7
5
SS
0
8
D
0
7
5
-
4
8
"
I
N
S
I
D
E
D
R
O
P
2+
8
9
.
8
5
,
S
S
L
N
-
B
158.63 LF - 8" PVC C900 SAN SEWER S=0
.
0
0
4
0
ST
A
:
1
3
+
7
6
.
2
9
,
2
.
0
3
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
W
)
=
3
0
8
.
9
2
IE
O
U
T
(
8
"
N
E
)
=
3
0
8
.
7
8
RI
M
=
3
2
0
.
3
0
SS
0
8
D
0
7
4
-
4
8
"
M
H
1+
3
1
.
2
3
,
S
S
L
N
-
B
31.23 LF
8" PVC C900
SAN SEWER
S=0.0042
ST
A
:
1
4
+
0
8
.
3
1
,
0
.
4
9
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
N
)
=
3
1
1
.
9
8
IE
I
N
(
8
"
S
W
)
=
3
0
8
.
6
5
IE
O
U
T
(
8
"
S
E
)
=
3
0
8
.
5
5
RI
M
=
3
2
1
.
4
0
SS
0
8
D
0
7
1
-
4
8
"
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
S
L
N
-
B
EXISTING GRADE
@ PIPE CENTERLINE
PROPOSED GRADE
@ PIPE CENTERLINE
CLASS 'B' BACKFILL
PROPOSED 15" STRM SEWER
PROPOSED 8" WATER
CLASS 'B' BACKFILL
PRO
P
O
S
E
D
1
2
"
S
T
R
M
S
E
W
E
R
ST
A
:
1
4
+
0
8
.
3
1
,
0
.
4
9
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
N
)
=
3
1
1
.
9
8
IE
I
N
(
8
"
S
W
)
=
3
0
8
.
6
5
IE
O
U
T
(
8
"
S
E
)
=
3
0
8
.
5
5
RI
M
=
3
2
1
.
4
0
SS
0
8
D
0
7
1
-
4
8
"
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
S
L
N
-
F
161
.
1
1
L
F
8"
P
V
C
D
-
3
0
3
4
S
A
N
S
E
W
E
R
S=
0
.
0
9
8
9
ST
A
:
1
5
+
7
2
.
7
8
,
4
.
5
4
'
L
T
(P
E
A
C
E
)
IE
I
N
(
4
"
N
E
)
=
3
2
8
.
6
3
IE
O
U
T
(
8
"
S
)
=
3
2
7
.
9
1
RI
M
=
3
3
7
.
5
6
SS
0
8
D
0
7
7
-
4
8
"
M
H
2+
6
1
.
1
1
,
S
S
L
N
-
F
PRO
P
O
S
E
D
8
"
W
A
T
E
R
SANITARY LATERAL DATA
LOT
NO.
17
18
19
20
21
TRACT I
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
46.8'
48.0'
46.6'
51.6'
54.3'
42.9'
INV. EL. @
MAINLINE
326.66
323.03
319.24
315.74
313.07
328.63
INV. EL.
@ PLUG
330.31
325.66
321.37
318.21
316.62
333.45
SLOPE
0.0782
0.0548
0.0457
0.0480
0.0653
0.1123
DEPTH
@ PLUG
6.09'
6.09'
5.91'
5.98'
6.02'
6.00'
EXISTING GRADE
@ PIPE CENTERLINE
PROPOSED GRADE
@ PIPE CENTERLINE
SS08D071 70.0'
SS08D071 34.6'
SS08D071 7.7'
SS08D071 108.4'
SSLN-F
SS08D077 0.0'
SS08D071 145.1'
SS08D074 46.2'
SS08D074 79.3'
SS08D074 124.2'
SS08D075 0.0'
SS08D075 45.0'
SS08D075 79.8'
SS08D075 124.1'
SS08D075 151.9'
SS08D074 7.9'
SS08D071 24.3'
* LOTS 25-34 ARE DAYLIGHT BASEMENT LOTS AND HAVE DEEPER LATERALS PROVIDED.
*
*
*
*
*
*
*
*
*
*
SSLN-BSANITARY LATERAL DATA
LOT
NO.
16
25
26
27
28
29
30
31
32
33
34
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
39.3'
49.7'
45.8'
44.9'
46.8'
49.1'
47.1'
46.3'
45.6'
47.3'
46.9'
INV. EL. @
MAINLINE
312.92
309.08
309.29
309.44
309.57
309.75
312.92
310.27
310.44
310.65
310.78
INV. EL.
@ PLUG
314.30
310.10
310.25
310.40
310.55
310.80
313.90
311.25
311.40
311.65
311.80
SLOPE
0.0351
0.0204
0.0211
0.0214
0.0209
0.0213
0.0208
0.0211
0.0211
0.0212
0.0218
DEPTH
@ PLUG
6.09'
10.87'
9.92'
9.73'
9.77'
9.76'
6.82'
9.68'
9.70'
9.69'
9.67'
SS08D075 0.0'
T
R
A
C
T
D
1819202
1 17
SS08D077
SSLN-F
2+611+00 2+00
21
SS08D071 16
TRACT I
LOT 73
14
+
0
0
15+00
16+00
TR
A
C
T
E
1
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
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n
g
i
n
e
e
r
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g
\
1
4
1
0
3
7
_
C
6
.
1
s
s
p
f
.
d
w
g
4/
3
0
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2
0
2
5
1
1
:
2
8
:
5
1
A
M
PI
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G
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WW
W
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P
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P
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C
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CIV
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N
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I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
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TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SS
L
N
-
B
,
S
S
L
N
-
F
P
L
A
N
&
P
R
O
F
I
L
E
C6.1
SSLN-B PLAN
SCALE: 1"=30' (H)
SSLN-B PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
SANITARY SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE
COLOR CODED GREEN.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SSLN-F PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
SSLN-F PLAN
SCALE: 1"=30' (H)
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
PROPOSED HYDRANT
SANITARY NOTES
CONSTRUCT INSIDE DROP W/ BOWL PER
CWS DWG. NO. 090/C9.3.
1
SW
P
E
A
C
E
A
V
E
16
151214
28
29
30
31
13
SS08D075 SS08D081CO
1+00 2+00 2+60
11+7910+00 11+00
SSLN-C
EX. HOUSE
TRACT C
PRIVATE STREET
TR
A
C
T
D
OP
E
N
S
P
A
C
E
1
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
1+00 2+00 2+75
SANITARY LATERAL DATA
LOT
NO.
12
13
14
15
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
25.2'
24.1'
24.5'
23.5'
INV. EL. @
MAINLINE
316.16
319.57
322.80
324.67
INV. EL.
@ PLUG
317.19
320.13
324.16
327.41
SLOPE
0.0408
0.0233
0.0555
0.1166
DEPTH
@ PLUG
5.93'
5.71'
6.00'
5.89'
SS08D075 43.5'
EXISTING GRADE
@ PIPE CENTERLINE
PROPOSED GRADE
@ PIPE CENTERLINE
CLASS 'B' BACKFILL
ST
A
:
1
2
+
1
5
.
9
7
,
8
.
0
0
'
L
T
(P
E
A
C
E
)
IE
I
N
(
8
"
W
)
=
3
0
9
.
7
3
IE
I
N
(
8
"
N
)
=
3
1
2
.
4
0
IE
I
N
(
4
"
S
)
=
3
1
2
.
9
2
IE
I
N
(
4
"
N
E
)
=
3
1
2
.
9
2
IE
O
U
T
(
8
"
E
)
=
3
0
9
.
5
6
RI
M
=
3
2
0
.
7
5
SS
0
8
D
0
7
5
-
4
8
"
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
S
L
N
-
C
153
.
0
0
L
F
8"
P
V
C
D
-
3
0
3
4
S
A
N
S
E
W
E
R
S=
0
.
0
7
8
8
ST
A
:
1
1
+
6
1
.
0
0
,
5
.
0
0
'
L
T
(T
R
A
C
T
C
)
IE
I
N
(
4
"
W
)
=
3
2
4
.
6
7
IE
O
U
T
(
8
"
S
)
=
3
2
4
.
4
5
RI
M
=
3
3
2
.
6
2
SS
0
8
D
0
8
1
C
O
-
4
8
"
M
H
2+
5
3
.
0
0
,
S
S
L
N
-
C
PRO
P
O
S
E
D
1
2
"
S
T
R
M
S
E
W
E
R
SS08D075 86.8'
SS08D075 127.8'
SS08D081CO 0.0'
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
6
.
2
s
s
p
f
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
9
:
0
4
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SS
L
N
-
C
P
L
A
N
&
P
R
O
F
I
L
E
C6.2
SSLN-C PLAN
SCALE: 1"=30' (H)
SSLN-C PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
SANITARY SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE
COLOR CODED GREEN.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
PROPOSED HYDRANT
SANITARY NOTES
1 CONSTRUCT INSIDE DROP MANHOLE W/ BOWL
PER CWS DWG. NO 090/C9.3.
9+00 10+00 11+00
12+0
0
SW
P
E
A
C
E
A
V
E
SW BLUEWATER TERR
2 3 4 5 6
11 10 9
7
34 8
1
2+511+00 2+00
SS08D080 SS08D076 SS08D078
SSLN-D
2+
9
4
1+00
2+
0
0
SSLN-E
TR
A
C
T
B
CO
M
M
U
N
I
T
Y
T
R
A
I
L
TR
A
C
T
A
CO
M
M
U
N
I
T
Y
T
R
A
I
L
TRACT K
TRACT M
DOCUMENT NO. 2000-031295
SS08D079C0 TRACT L
SS
L
N
-
E
1
WATER LINE TO BE CONSTRUCTED
WITH SUBDIVISION (PLUMBING
PERMIT REQUIRED, BLDG DEPT
WILL REVIEW AND INSPECT)
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
1+002+002+94
SANITARY LATERAL DATA
LOT
NO.
4
5
6
7
8
9
10
11
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
27.0'
27.0'
27.0'
26.9'
44.8'
43.0'
43.0'
43.0'
INV. EL. @
MAINLINE
315.11
318.33
321.55
324.98
325.31
322.73
319.38
316.12
INV. EL.
@ PLUG
317.55
320.11
323.71
328.44
330.54
325.29
321.16
318.24
SLOPE
0.0903
0.0658
0.0798
0.1287
0.1167
0.0594
0.0414
0.0494
DEPTH
@ PLUG
5.90'
5.90'
5.90'
5.90'
5.90'
5.90'
5.90'
5.90'
SS08D080 0.0'
PROPOSED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
CLASS 'B' BACKFILL
300
305
310
315
320
325
330
335
340
300
305
310
315
320
325
330
335
340
1+00 2+00 2+51
ST
A
:
1
1
+
5
7
.
8
7
,
8
.
5
0
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
4
"
E
)
=
3
2
5
.
3
1
IE
O
U
T
(
8
"
S
)
=
3
2
5
.
1
1
RI
M
=
3
3
4
.
7
1
SS
0
8
D
0
7
8
-
4
8
"
M
H
2+
5
0
.
5
0
,
S
S
L
N
-
D
PRO
P
O
S
E
D
1
2
"
S
T
R
M
S
E
W
E
R
SS08D076 42.4'
SS08D078 0.0'
SS08D076 12.9'
SS08D076 28.6'
SS08D076 66.6'
SS08D076 104.6'
SS08D076 145.1'
SS08D076 118.6'
SS08D076 79.0'
SS08D076 40.5'
150
.
5
0
L
F
8"
P
V
C
D
-
3
0
3
4
S
A
N
S
E
W
E
R
S=
0
.
0
8
4
8
ST
A
:
1
0
+
0
8
.
0
0
,
8
.
0
0
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
8
"
S
)
=
3
1
0
.
9
6
IE
I
N
(
8
"
N
)
=
3
1
2
.
3
5
IE
O
U
T
(
8
"
E
)
=
3
1
0
.
7
8
RI
M
=
3
2
1
.
6
3
SS
0
8
D
0
7
6
-
4
8
"
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
S
L
N
-
D
PROPOSED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
CLASS 'B' BACKFILL
PROPOSED
1
2
"
STRM SEW
E
R
73.36 LF
8" PVC C900
SAN SEWER
S=0.0038
ST
A
:
9
+
3
4
.
6
4
,
8
.
0
0
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
4
"
S
W
)
=
3
1
1
.
4
4
IE
I
N
(
8
"
W
)
=
3
1
1
.
4
7
IE
O
U
T
(
8
"
N
)
=
3
1
1
.
2
4
RI
M
=
3
1
7
.
9
4
SS
0
8
D
0
8
0
-
4
8
"
M
H
1+
7
3
.
3
6
,
S
S
L
N
-
E
ST
A
:
1
0
+
0
8
.
0
0
,
8
.
0
0
'
L
T
(B
L
U
E
W
A
T
E
R
)
IE
I
N
(
8
"
S
)
=
3
1
0
.
9
6
IE
I
N
(
8
"
N
)
=
3
1
2
.
3
5
IE
O
U
T
(
8
"
E
)
=
3
1
0
.
7
8
RI
M
=
3
2
1
.
6
3
SS
0
8
D
0
7
6
-
4
8
"
I
N
S
I
D
E
D
R
O
P
1+
0
0
.
0
0
,
S
S
L
N
-
E
PROP
O
S
E
D
8
"
W
A
T
E
R
PROP
O
S
E
D
8
"
W
A
T
E
R
SANITARY LATERAL DATA
LOT
NO.
1
2
3
D.S.
M.H.
DIST. FROM
D.S. M.H.LENGTH
44.1'
27.0'
27.0'
INV. EL. @
MAINLINE
311.44
311.46
311.34
INV. EL.
@ PLUG
312.40
314.28
315.63
SLOPE
0.0218
0.1046
0.1588
DEPTH
@ PLUG
3.39'
5.90'
5.90'
SSLN-D
SSLN-E
ST
A
:
2
+
9
4
.
1
2
,
0
.
0
0
'
(S
S
L
N
-
E
)
RI
M
=
3
1
5
.
4
6
IE
O
U
T
(
8
"
E
)
=
3
1
1
.
9
7
SS
0
8
D
0
7
9
C
0
-
4
8
"
M
H
120.76 LF
8" PVC C900 SAN SEWER
S=0.0041
PRIVATE 8" SANITARY SEWER
LATERAL TO SERVE TRACT L
Re
v
i
s
i
o
n
Da
t
e
No.
Type
Project
Sheet
No
.
By
Ho
r
i
z
.
S
c
a
l
e
:
Da
t
e
Da
t
e
Da
t
e
RE
F
.
De
s
i
g
n
e
d
b
y
Ve
r
t
.
S
c
a
l
e
:
Dr
a
w
n
b
y
Re
v
i
e
w
e
d
b
y
Pr
o
j
e
c
t
N
o
.
B:
\
P
r
o
j
e
c
t
s
\
1
4
1
-
0
3
7
-
1
9
\
E
n
g
i
n
e
e
r
i
n
g
\
1
4
1
0
3
7
_
C
6
.
3
s
s
p
f
.
d
w
g
4/
3
0
/
2
0
2
5
1
1
:
2
9
:
2
0
A
M
PI
O
N
E
E
R
D
E
S
I
G
N
G
R
O
U
P
WW
W
.
P
D
-
G
R
P
.
C
O
M
CI
V
I
L
E
N
G
I
N
E
E
R
I
N
G
L
A
N
D
U
S
E
P
L
A
N
N
I
N
G
L
A
N
D
S
U
R
V
E
Y
I
N
G
L
A
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
PO
R
T
L
A
N
D
,
O
R
E
G
O
N
PH
:
5
0
3
.
6
4
3
.
8
2
8
6
HO
N
O
L
U
L
U
,
H
A
W
A
I
I
PH
:
8
0
8
.
7
5
3
.
2
3
7
6
DA
R
B
Y
R
I
D
G
E
TI
G
A
R
D
,
O
R
E
G
O
N
WJ
D
WJ
D
BE
F
12
/
2
0
2
2
12
/
2
0
2
2
12
/
2
0
2
2
14
1
-
0
3
7
DARBY RIDGE
141-037
ENGINEERING
SS
L
N
-
D
,
S
S
L
N
-
E
P
L
A
N
&
P
R
O
F
I
L
E
C6.3
SSLN-D, SSLN-E PLAN
SCALE: 1"=30' (H)
SSLN-D PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
1 INCH = 30 FEET
30 15 30
6C$/E
0
SANITARY SEWER NOTES
UNLESS OTHERWISE NOTED, ALL LATERALS ARE TO BE 4"
PVC (ASTM D3034) WITH A MINIMUM SLOPE OF 0.0200.
LATERAL CONNECTIONS TO MAIN SEWER LINE TO BE MADE
WITH MANUFACTURED TEES.
ALL 2"x 4" SANITARY SERVICE CONNECTION MARKERS TO BE
COLOR CODED GREEN.
BACKFILL NOTE: PIPES UNDER PAVED SURFACES REQUIRE
GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT,
NATIVE BACKFILL IS PERMITTED, UNLESS OTHERWISE
NOTED.
THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION
& DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
PROPOSED LOCK+LOAD RETAINING WALL
PROPOSED ULTRABLOCK RETAINING WALL
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
SSLN-E PROFILE
SCALE: 1"=30' (H), 1"=3' (V)
SANITARY NOTES
1 CONSTRUCT INSIDE DROP MANHOLE W/ BOWL
PER CWS DWG. NO 090/C9.3.
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
TRACT B
20.00'37.00'
37.00'35.00'
35.00'33.00'
SW
ROSARIO
LN
SW
HUNTWOOD
CT
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
1
5
0
T
H
A
V
E
SW
P
E
A
C
E
A
V
E
4
11
1
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8
17
1
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
8+
1
5
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
9+75 10+00 11+00 12+00 13+00
14+
0
0
15
+
0
0
16
+
0
0
17
+
0
0
9+
7
5
10
+
0
0
11
+
0
0
11
+
7
9
10
+
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11+00 12+00
EX
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8
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W
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W
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1
2
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7
8
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10
10
10
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14
10
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12
EX. HOUSE
TR
A
C
T
C
PR
I
V
A
T
E
S
T
R
E
E
T
TRACT E
PRIVATE STREET
TRACT A
COMMUNITY TRAIL
TRACT B
COMMUNITY TRAIL
TRACT D
OPEN SPACE
14
13
15
11
Re
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Da
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No.
Type
Project
Sheet
No
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By
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12
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2
2
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2
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3
7
DARBY RIDGE
141-037
ENGINEERING
WA
T
E
R
L
I
N
E
P
L
A
N
C7.0
1 INCH = 30 FEET
30 15 30
6C$/E
0
PROPOSED STORM LINE & MANHOLE
PROPOSED SANITARY LINE & MANHOLE
PROPOSED 1" WATER SERVICE & METER
PROPOSED WATER LINE AND VALVE
WATER NOTES
PROPOSED 1" WATER SERVICE PER CITY OF TIGARD
STANDARD DETAIL #520/C9.1 (TYP.)10
5 PROPOSED FIRE HYDRANT PER CITY OF TIGARD
STANDARD DETAIL #542/C9.2.
ST. STA. 12+38.40, 7.00' RT. - SW PEACE AVENUE.
11 PROPOSED IRRIGATION METER WITH DOUBLE CHECK
ASSEMBLY PER CITY OF TIGARD STANDARD DETAILS
#520 & 530/C9.1.
1 REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING
8" WATERLINE. WATERLINE LOCATION SHOWN ON PLAN
SET IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY
EXISTING WATERLINE LOCATION.
9 PROPOSED 2" TEMPORARY BLOWOFF W/ 8" PHASE BREAK
VALVE AT THE END OF WATERLINE PER CITY OF TIGARD
STANDARD DETAIL #570/C9.2.
ST. STA. 8+70.00, 7.00' RT. - SW BLUEWATER TERRACE
13 INSTALL 8" GATE VALVE
ST. STA. 13+25.00, 7.00' RT. - SW PEACE AVENUE
7 INSTALL 8" TEE W/ 3 - 8" GATE VALVES.
ST. STA. 10+07.00, 7.00' RT. - SW PEACE AVENUE
ST. STA. 9+93.00, 7.00' RT. - SW BLUEWATER TERRACE
2 INSTALL 1 - 8" - 11.25° MJ BEND W/ RESTRAINT JOINTS.
ST. STA. 15+52.77, 9.25' RT. - SW PEACE AVENUE
3 INSTALL 2 - 8" - 45° MJ BEND W/ RESTRAINT JOINTS.
ST. STA. 14+08.91, 18.41' RT. - SW PEACE AVENUE
ST. STA. 13+78.72, 15.76' RT. - SW PEACE AVENUE
4 INSTALL BANKED WATER METERS W/ SHARED SERVICE
LINE TRENCH FOR LOTS 22-24.
6 INSTALL BANKED WATER METERS W/ SHARED SERVICE
LINE TRENCH FOR LOTS 12-15.
8 INSTALL 1 - 8" - 22.5° MJ BEND W/ RESTRAINT JOINTS.
ST. STA. 11+69.19, 5.34' RT. - SW BLUEWATER TERRACE
12 PROPOSED IRRIGATION METER WITH DOUBLE CHECK
ASSEMBLY PER CITY OF TIGARD STANDARD DETAILS
#520 & 530/C9.1 - LIVE TAP EXISTING 8" MAIN.
ST. STA. 8+60.43 - SW 150TH AVENUE (TAP LOCATION).
IRRIGATION METER MUST HAVE CERTIFIED BACKFLOW
BEFORE IRRIGATION CAN BE PUT INTO USE.
LEGEND
BOUNDARY LINE
PROPOSED LOT LINE
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED PAVEMENT
PROPOSED STANDARD CURB & GUTTER
PROPOSED SIDEWALK/DRIVEWAY
BY HOME BUILDER
PROPOSED SIDEWALK WITH PUBLIC
FACILITY INFRASTRUCTURE PERMIT
PROPOSED STREET LIGHT
(SEE LIGHTING PLANS)
PROPOSED STANDARD CURB
PROPOSED WEDGE CURB
PROPOSED HYDRANT
NOTE: CONTRACTOR TO PROVIDE TESTING
AND CHLORINATION PLAN TO CITY.
14 EXISTING FIRE HYDRANT TO REMAIN.
15 PROPOSED PRIVATE PLUMBING TO BE CONSTRUCTED
WITH SITE DEVELOPMENT.
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8 17
1
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
EX. HOUSE
1
1
S 7 8
1
S
7 10
9
S7
1 2
2
5
S
4
S
4
S
4
SL
4
S
4
S
4
SL
4
S
2
2
4S
4
S
4
S
6
S
4
S
5
S6
S
3
S
4
S
4
S
5
S
6
S
UNDER
SEPARATE
PERMIT WITH
WASHINGTON
COUNTY
3
EX. AC TRAIL /
MAINTENANCE
ACCESS
5
S
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
E
R
T
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SW
B
L
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W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW
P
E
A
C
E
A
V
E
TRACT A
COMMUNITY TRAIL
TRACT B
COMMUNITY TRAIL
TRACT D
OPEN SPACE
SW
1
5
0
T
H
A
V
E
SW
ROSARIO
LN
SW
H
A
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L
N
TR
A
C
T
C
(
P
R
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V
A
T
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T
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T
)
SW STARLYN LN
TRACT E (PRIVATE STREET)
4
Re
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Da
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No.
Type
Project
Sheet
No
.
By
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3
7
DARBY RIDGE
141-037
ENGINEERING
SI
G
N
A
G
E
&
S
T
R
I
P
I
N
G
P
L
A
N
C8.0
1 INCH = 30 FEET
30 15 30
6C$/E
0
7'-0"
12"
18"
1.TRAFFIC SIGNS SHALL BE PLACED FURNISHED AND
ERECTED IN CONFORMANCE WITH THE MUTCD AND THE
OREGON SUPPLEMENTS TO THE MUTCD. STREET SIGNS
SHALL MEET MUTCD, STANDARD HIGHWAY SIGN AND CITY
OF TIGARD REQUIREMENTS.
2.STREET NAME SIGN LENGTHS TO BE VERIFIED WHEN
SIGNS ARE DESIGNED. STREET NAMES ARE TO BE
VERIFIED BY THE COUNTY SURVEY OFFICE PRIOR TO
ORDERING.
3.MOUNT "NO PARKING" SIGNS AT A 45°ANGLE TO THE CURB.
4.STREET SIGNS SHALL BE ATTACHED TO LIGHT POLES
WHEREVER POSSIBLE TO MINIMIZE CONFLICT WITH STREET
TREES AND DRIVEWAYS.
GENERAL SIGNAGE NOTES
1 INSTALL STREET BARRICADE PER CITY OF TIGARD
STANDARD DETAILS #436/C8.1 & #192/C9.1.
LEGEND
#SEE SIGNAGE LEGEND, SHEET C8.1
2 INSTALL PRIVATE STREET NOT MAINTAINED SIGN
PER CITY OF TIGARD STANDARD DETAIL #416/C8.1.
SW 150TH AVE. IS A WASHINGTON
COUNTY ROAD. THE PROPOSED
SIGNAGE AND STRIPING
IMPROVEMENTS ON SW 150TH AVE.
WILL BE REVIEWED AND APPROVED
BY WASHINGTON COUNTY UNDER A
SEPARATE PERMIT.
3 INSTALL SPEED TABLE & CROSSWALK STRIPING PER
CITY OF BEAVERTON DETAIL #255/C9.5
4 RE-STRIPE PARK ACCESS - MATCH EXISTING STRIPING.
Re
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No.
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Project
Sheet
No
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7
DARBY RIDGE
141-037
ENGINEERING
SI
G
N
A
G
E
L
E
G
E
N
D
&
D
E
T
A
I
L
S
C8.1
SIGN 7
1 SIDED
18"
12"
3 - EACH
SIGN 6
3 - EACH
2 SIDED
8"
**
5SIGN
4 - EACH
12"
18"
1 SIDED
8SIGN
1SIGN
30" X 30"
TYPE "R"
3 - EACH SIGN 2 4SIGN
P E R M A N E N T S I G N I N G L E G E N D
2 - EACH
2 SIDED
DEAD END
1 - EACH
2 SIDED
8"
**
** SIGN LENGTH TO BE VERIFIED WHEN SIGNS ARE DESIGNED. CONTRACTOR SHALL NOT
ORDER STREET SIGNS UNTIL PLAT IS RECORDED.
1 SIDED
18"
12"
13 - EACH
NO
PARKING
NO
PARKING
NO
PARKING
SIGN 9
1 - EACH
2 SIDED
8"
**
10SIGN
1 SIDED
18"
12"
1 - EACH
SIGN 3
NO
PARKING
1 - EACH
2 SIDED
8"
**
Re
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No.
Type
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Sheet
No
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7
DARBY RIDGE
141-037
ENGINEERING
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
-
T
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A
R
D
C9.0
Re
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Da
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No.
Type
Project
Sheet
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DARBY RIDGE
141-037
ENGINEERING
CO
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6
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C9.2
NOTE: USE STANDARD MANHOLE FRAME
ON ALL STORM AND SANITARY.
Re
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DARBY RIDGE
141-037
ENGINEERING
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DARBY RIDGE
141-037
ENGINEERING
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ENGINEERING
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C9.5
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11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8
TRACT ATRACT B
17
1
90
'
20
'
62'
20
'
62'
38
'
90'
38
'
40
'
90'
40
'
40
'
40
'
90'
38
'
90'
38
'
83'
39'
90'
5'
35
'
90'
40
'
90'
28
'
2
7'73'
45
'
95'
45
'
30
'
6'105'
41'
41'
40'
40'
90
'
40'
40'40'
90
'
40'38'
38'
90
'
40'
90
'
40'40'
40'
90
'
40'
90
'
40'26'
2 7 '
73
'
43'
90
'
40
'
95'
40
'
1248 SF
3430 SF
3608 SF
3605 SF
3423 SF
3417 SF
3827 SF
3591 SF
3591 SF
3978 SF
25094 SF
3808 SF 3600 SF 3600 SF 3600 SF 3420 SF 3600 SF 3600 SF 3600 SF 3421 SF 3711 SF
3781 SF
3744 SF
3522 SF
3758 SF
10448 SF
3651 SF
40
'
95'
40
'
4272 SF
3797 SF
3797 SF
3387 SF
2655 SF
5162 SF
10
0
'
36
'
30'
6'102'
22'
15
0
'
22'
15
0
'
15'
15
'
185'11
'
25
'
7'
102'
39
'
95'
5666 SF
3331 SF
57
'
90'
57
'
9'
33'
87'
42
'
88'
38
'
1'
2'
37
'
90'
90
'
8'31'
38'
43'
43'
87
'
41
'
32'
6'
21'
36
'
33'
4'105'
95'
38
'
93'
33'
115'
7 2'
3'
51'
51'
5'173'
15
4
'
3554 SF
4483 SF
3616 SF
87
'
36
'
41'
87
'
8'
36'
10
0
'
6'
3 7'
38'
3659 SF
TR
A
C
T
C
PR
I
V
A
T
E
S
T
R
E
E
T
TRACT E
PRIVATE STREET
TRACT D
OPEN SPACE
TRACT I
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
TRACT B
"
R
I
V
E
R
T
E
R
R
A
C
E
C
R
O
S
S
I
N
G
"
20
'
20
'
21
'
92'
173'
522'
5'
1
2
3
4
5
67
891011121314
15
16
17
18
19
21
22
23
24
25
26
27
28
29
30
31 32 33 34 35 36 37 38
39
40
41
42
43
50
51
52
53
54
55
56
57
58
44
45
46
47
48 49
5960616263707172
73
74
20
76
75
STREET TREE AND OPEN SPACE
WATER METER, SEE CIVIL PLANS
SW
B
L
U
E
W
A
T
E
R
T
E
R
R
SW PEACE AVE
SW ROSARIO LANE
SEE SHEET L1.1 FOR OPEN SPACE
TRACTS PLANTING PLAN
SEE SHEET L1.1 FOR OPEN SPACE
TRACTS PLANTING PLAN SW 150TH AVE.TREE PLACED IN FRONT YARD
<6' FROM ROW LINE DUE TO
CITY OF TIGARD UTILITY
SEPARATION REQUIRMENTS
TREE PLACED IN FRONT YARD <6'
FROM ROW LINE DUE TO CITY OF
TIGARD UTILITY SEPARATION
REQUIRMENTS STREET TREE WATER METER
SEE CIVIL PLANS
TREE PLACED IN FRONT
YARD <6' FROM ROW LINE
DUE TO CITY OF TIGARD
UTILITY SEPARATION
REQUIRMENTS
TREE PLACED IN FRONT YARD <6'
FROM ROW LINE DUE TO CITY OF
TIGARD UTILITY SEPARATION
REQUIRMENTS
TRACT 'E' TREES TO BE
ADJUSTED PER FINAL
DRIVEWAY LOCATIONS.
OPEN SPACE WATER METER
SEE CIVIL PLANS
COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQTY.SYMBOL
STREET TREES
25
GROUNDCOVER
STREET TREE QUANTITIES CALCULATED BY:
TOTAL FRONTAGE LENGTH / 40 = # REQUIRED STREET TREES
2,235 / 40 = 56 REQUIRED STREET TREES
TREE CANOPY LEGEND
LAWN (SOD)
QTY.SYMBOL SIZE AND DESCRIPTION:
10
TOTAL 58
KATSURA TREE/ CERCIDIPHYLLUM JAPONICUM: 1.5" CAL., B&B
YELLOWWOOD / CLADRASTIS KENTUCKIA: 1.5" CAL., B&B
TOTAL FRONTAGE LENGTH = 2,235 L.F.
6,552
S.F.
SYMBOL
OPEN SPACE TREE - PLANTING LEGEND
STATEMENT:
I, BEN D. HOLMES, ATTEST THAT THE TREE CANOPY SITE PLAN MEETS ALL OF THE
REQUIREMENTS IN SECTION 10, PART 2 OF THE TIGARD URBAN FORESTRY MANUAL.
BEN D. HOLMES
REGISTERED LANDSCAPE ARCHITECT #0834
-----------------------------------------------------------
JUNE DOGWOOD / CORNUS CONTROVERSA ‘JUNE SNOW': 1.5" CAL., B&B
GOLDENRAIN TREE / KOELREUTERIA PANICULATA: 1.5" CAL., B&B12
5
WESTERN REDBUD / CERCIS OCCIDENTALIS: 1.5" CAL., B&B8
RAYWOOD ASH / FRAXINUS OXYCARPA 'RAYWOOD': 1.5" CAL., B&B6
OREGON WHITE OAK / QUERCUS GARRYANA: 2" CAL., B&B4
TOTAL 12
ROOTPATH FOR SOIL VOLUME ACCESS
SYMBOL SIZE AND DESCRIPTION:
SEE CITY OF TIGARD DETAIL 5 SHEET L2.0
NOTES:
1.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES.
2.SEE SHEET L1.1 FOR OPEN SPACE TRACT PLANTING PLANS.
3.ALL INTERIOR STREET TREES ARE TO BE INSTALLED WITH A GEO TEXTILE ROOT
CONTROL SYSTEM PER CITY OF TIGARD DETAIL 3 SHEET L2.0.
5.ALL STREET TREES ON 150TH AVE. TO BE INSTALLED PER WASHINGTON COUNTY
STANDARD DETAIL - SEE SHEET L2.0.
6.SEE CIVIL PLANS FOR TREE PRESERVATION & REMOVAL PLAN.
7.CONTOURS SHOWN AT 2' AND 10' INTERVALS FOR REFERENCE ONLY.
8.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL
STREET TREES AND LAWN AREAS.
TREE CANOPY PLANTING NOTES:
1.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET
TREES & LAWN AREAS
2.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S SPECIFICATIONS
WHEN A TREE IS PLANTED WITHIN 5 FEET OF ANY HARD SURFACE PAVING OR UTILITY BOX.
FOR LOCAL STREET SEE DETAIL 3 SHEET L2.0
3.ALL STREET TREE PLANTING AREAS ARE AREAS OF POTENTIAL SOIL COMPACTION, LIMITING
TREE GROWTH. IF SOIL CONDITION OCCURS BACKHOE TURNING SHOULD BE USED TO
LOOSEN THE SOIL.
4.BACKHOE TURNING: REMOVE ANY LAYERS OF GOOD TOPSOIL. SPREAD 3-4" OF ORGANICS
(HIGH-LIGNIN COMPOST) OR ESCS (EXPANDED SHALE/CALCINE CLAY) AMENDMENT OVER THE
AREA, PRIOR TO TURNING THE SOIL. MAINTAIN A SAFE DISTANCE FROM PAVING, SIDEWALKS,
AND STRUCTURES, USE BACKHOE TO TURN SOIL TO 36' DEPTH. BREAK SOIL INTO LARGE
PEDS AND LOOSELY INCORPORATE THE SOIL AMENDMENT. MAINTAIN A SLOPE OF
COMPACTED SOIL AT THE EDGE OF PAVING SO AS NOT TO UNDERMINE THE PAVING
SUB-BASE. HAND TURNING MAY BE NECESSARY ALONG THE EDGE OF PAVING AND AT
WALLS, DO NOT TILL TO A DEPTH GREATER THAN THE BOTTOM OF FOOTING. AFTER TURNING
RE-SPRED TOPSOIL AND 3-5" OF YARD WASTE ORGANIC AMENDMENT OVER THE SURFACE
AND LIGHTLY TILL TO BREAK THE SOIL TEXTURE SUITABLE TO FINE GRADE.
5.NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS SHALL
CONFORM TO THE APPLICABLE STANDARDS IN THE TIGARD URBAN FORESTRY MANUAL.
THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATION STANDARDS
INSTITUTE (ANSI) STANDARDS FOR TREE PLANTING (A300, PART 6) AND ADDITIONAL
STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. NURSERY
STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN
FOR NURSERY STOCK (ANSI Z60.1) FOR GRADE NO.1 OR BETTER. DOUBLE STAKE TREES IF
NEEDED FOR STABILITY.
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L1.0
1 INCH = 30 FEET
30 15 30
6C$/E
0
FRONTAGE FENCE W/ COLUMNS.
VENEER ON COLUMNS TO MATCH EXISTING RIVER
TERRACE DEVELOPMENT TO THE NORTH. COLUMNS
SHOWIN IN DRAWING ARE FOR GRAPHIC CLARITY ONLY.
(BY OTHERS)
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DARBY RIDGE
141-037
LANDSCAPE
STREET TREE & TRACT D WATER
METER - SEE CIVIL PLANS
SEE SHEET L1.0 FOR TREE
PLANTING PLAN
TRACT D
SW
P
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A
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E
A
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TRACT A
SW BL
U
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W
A
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R
TE
R
R
.
6
L2.0 RIVER TERRACE TRAIL CORRIDOR
FENCING
6
L2.0
RIVER TERRACE TRAIL CORRIDOR
FENCING
STREET TREE & COMMUNITY TRAIL
WATER METER - SEE CIVIL PLANS
TRACT A
SW
1
5
0
T
H
A
V
E
.
SEE CIVIL PLANS FOR ALL WALLS
AND WALKWAYS
6
L2.0
RIVER TERRACE TRAIL CORRIDOR
FENCING
6
L2.0
RIVER TERRACE TRAIL CORRIDOR
FENCING
TRACT B SW BL
U
E
W
A
T
E
R
TE
R
R
.
6
L2.0
RIVER TERRACE TRAIL CORRIDOR FENCING -
CONTRACTOR TO MATCH EXISTING TRAIL CORRIDOR
FENCING.
PINEAPPLE SAGE / SALVIA ELEGANS: 2 GAL.
RUSSIAN SAGE / PEROVSKIA ATRIPLICIFOLIA: 2 GAL.
YELLOW YUCCA / HESPERALOE PARVIFLORA 'YELLOW': 2 GAL.
NOTE:
1.SEE TREE CANOPY PLAN FOR TREES IN THESE TRACTS.
SHRUBS & VINES
SYMBOL COMMON NAME / BOTANICAL NAME: SIZE AND DESCRIPTIONQUANTITY
48
101
100
OPEN SPACE TRACTS - A, B & D - PLANTING LEGEND
VINE MAPLE / ACER CIRCINATUM: 5 GAL. 17
AMAZING RED NEW ZEALAND FLAX / PHORMIUM 'AMAZING RED': 2 GAL.37
MOPS MUGO PINE PINUS MUGO 'MOPS': 2 GAL.7
158
OP
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1
TRACT A - OPEN SPACE - PLANTING PLAN2
TRACT B - OPEN SPACE - PLANTING PLAN3
TRACT D - OPEN SPACE - PLANTING PLAN4
1 INCH = 10 FEET
6C$/E
010 5 10
NOTES:
1.SEE SHEET L2.0 FOR PLANTING DETAILS AND NOTES.
2.SEE SHEET L1.0 TREE CANOPY PLANTING PLAN.
3.A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL STREET TREES
AND LAWN AREAS.
TRACT A OPEN SPACE - PLANTING PLAN
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DARBY RIDGE
141-037
LANDSCAPE
TRACT B - OPEN SPACE - PLANTING PLAN3
MA
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(
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)
SS
SS DYH
MIN. 20'
STREET RIGHT WAY CORNER
MIN. 4'
MIN. 4'MIN. 4'
MIN
2'
NOT CLOSER THAN 20'
MIN 2 1/2'
FROM A HARD SURFACE
WATER
METER
STREET LIGHT
STANDARD
FIRE HYDRANT, UTILITY
BOX OR UTILITY POLE
CATCH
BASIN
SIDEWALK
DRIVEWAY
SIDEWALK
PLANTER
PUE
MIN. 15'
6'
MA
X
HOUSE
PORCH
2 1/2'
PR
O
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E
R
T
Y
LI
N
E
LATERAL OR ANY
UNDERGROUND
UTILITY
MIN. 10'
ANY DIRECTION
SCALE:
CITY OF TIGARD - TREE SPACING
L2.0
4
N.T.S
CURB
GUTTER
STREET
PLANTER STRIP
WIDTH VARIES
CL
GEO TEXTILE ROOT CONTROL SYSTEM
2" BELOW SURFACE - 18" DEEP (BOTH
SIDES)
STAKES
TREE TIE
TREE TRUNK
MULCH
5'-0"
10'-0"
SIDEWALK
2'
1'
0
M
L
Q
.
DE
P
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H
-
2
"
RO
O
T
%
A
L
L
ROOTBALL + 12"
'IAMETER O)
0
M
I
N
.
NOTE: STAKE ALL
EVERGREEN TREES LESS
THAN 4" CALIPER. DO NOT
STAKE VINE MAPLES.
TREES 1 1/2" CALIPER AND
LESS SHALL BE STAKED
WITH A SINGLE WOOD
STAKE UNLESS OTHERWISE
SPECIFIED.
SCALE:
TREE STAKING DETAIL
L2.0
2
N.T.S
"GROW STRAIGHT" TREE TIES
GLAV. STEEL WIRE; LOSE TO
ALLOW 4" OFF MOVEMENT IN
ALL DIRECTIONS
FINISH GRADE
CUT AND REMOVE TWINE
BURLAP, AND WIRE BASKET
FROM TOP AND SIDES OF
ROOTBALL.
2"X2"X8' WOOD
STAKES SET OUTSIDE
ROOTBALL ON
WINDWARD AXIS
(REMOVE AFTER ONE
YEAR)
MULCH AS SPECIFIED.
KEEP MULCH CLEAR
OF TRUNK BASE.
3' UNDER FIRST LIMBS OR 5'
HIGH. WHICH EVER IS
LOWEST.
BACKFILL SOIL
SCALE:
R.O.W - TREE PLANTER & BARRIER
L2.0
3
N.T.S
6"
6"
SCALE:
#1 CONTAINER PLANTING DETAIL
L2.0
1
N.T.S
12
"
MI
N
I
M
U
M
PLACE ROOT COLLAR
ABOVE GRADE
EXISTING SUBGRADE
LOOSEN SOIL PRIOR TO
PLANTING. FIRMLY PACK
SOIL WITH FOOT. DO NOT
BEND OR BREAK ROOTS.
NO "J" OR "L" ROOTS.
REMOVE BURLAP OR CONTAINER
PLANTING PITS TO BE
12" GREATER THAN THE
ROOTBALL
MOUND FOR TEMPORARY
WATER BASIN 2-3"
2" BARK MULCH
AT 18" Dia.
CIRCLE
GENERAL NOTES: LANDSCAPE PLAN
1.THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE
PLANS OR NOT. THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION.
2.THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE STARTING.
3.CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR.
4.ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED, UNLESS NOTED OTHERWISE.
5.BED EDGE TO BE NO LESS THAN 12" AND NO MORE THAN 18" FROM OUTER EDGE OF PLANT MATERIAL BRANCHING. WHERE GROUND-COVER
OCCURS, PLANT TO LIMITS OF AREA AS SHOWN.
6.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS.
7.CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND CONTINUAL SURFACE,
FREE OF IRREGULARITIES (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS.
8.QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS
ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY
THE PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF
GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN.
9.COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS.
10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN, CONTRACTOR SHALL NOT REMOVE ANY TREES DURING
CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS
DIRECTED BY THE ODR.
11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES, NOTIFY ODR TO ADJUST TREE
LOCATIONS.
12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION
TO THE ODR. MAINTAIN TREES, SHRUBS, LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND
ACCEPTANCE, WHICHEVER IS LONGER.
13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS
AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE.
14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN: ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,
BONE MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTILIZER PER MANUFACTURER'S RECOMMENDATION.
15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE COVERED.
16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS
MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT
MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS.
17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING, DISEASE AND INSECT FREE AND
WITHOUT DEFECTS SUCH AS SUN SCALD, ABRASIONS, INJURIES AND DISFIGUREMENT.
18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR
SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS.
19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. CONTRACTOR
WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER.
CONTACT:
CTH INVESTMENTS
14787 SW MILLIKAN WAY
BEAVERTON, OR 97003
PHONE (503) 970-5699
CONTACT: MATT WELLNER
PL
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S
L2.0SCALE:
CITY OF TIGARD - ROOT PATH
L2.0
5
N.T.S
CITY OF TIGARD ROOT
PATH SHOULD
AVAILABLE SOIL
VOLUMES NOT MEET
MINIMUM. 500CF
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6
4
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8
2
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6
HO
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7
6
DA
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BD
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09
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1
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7
DARBY RIDGE
141-037
LANDSCAPE
SCALE:
RIVER TERRACE TRAIL - STEEL FENCING
L2.0
6
N.T.S
STEEL PICKETS SPACING
NOT TO EXCEED 4" CLEAR
BETWEEN PICKETS.
STEEL RAILS
2
4
2
NOTE:
STEEL FENCING TO MATCH
EXISTING RIVER TERRACE
TRAIL COORIDOR FENCING
TO THE WEST OF PROJECT.
TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
" A U T U M N V I E W "
TRACT B
SW HUNTWOOD ST
SW
B
L
U
E
W
A
T
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R
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R
R
SW PEACE AVE
SW
1
5
0
T
H
A
V
E
COMMUNITY TRAIL
PUBLIC ACCESS WAY
2
3
4
5
6
11
10
9
7
16
15
12
14
18
19
20
21
22232425282729303132333426
13
8
TRACT ATRACT B
TR
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C
T
C
OPEN SPACE TRACT D
TRACT E
PV
T
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S
T
.
PVT. ST.
17
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DARBY RIDGE
141-037
ENGINEERING
SITE
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
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O
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P1
VICINITY MAP
DARBY RIDGE
LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES
SITE MAP
ENGINEER/SURVEYORAPPLICANT/OWNER
STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES
EROSION AND SEDIMENT CONTROL
PLAN FOR SITES 1 TO 5 ACRES
INSPECTION FREQUENCY
LOCATES (48 HOURS NOTICE REQUIRED)
REPAIR EMERGENCIES
NARRATIVE DESCRIPTIONS
RATIONALE STATEMENT
EROSION AND SEDIMENT CONTROL PLAN
P1
EROSION AND SEDIMENT CONTROL PLANS
EROSION AND SEDIMENT CONTROL COVER SHEET
P2
P3
CLEARING AND DEMOLITION
EROSION AND SEDIMENT CONTROL DETAILS
SHEET INDEX
P6
EROSION AND SEDIMENT CONTROL PLAN
GRADING, STREET, AND UTILITY CONSTRUCTION
REFER TO DEQs GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF
AVAILABLE BMPs.
BMP MATRIX FOR CONSTRUCTION PHASES
MASS UTILITY STREET FINALCLEARINGGRADINGINSTALLATIONCONSTRUCTIONSTABILIZATION
EROSION PREVENTION
PRESERVE NATURAL VEGETATION
GROUND COVER
HYDRAULIC APPLICATIONS
PLASTIC SHEETING
MATTING
DUST CONTROL
TEMPORARY/ PERMANENT SEEDING
BUFFER ZONE
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER)
SEDIMENT FENCE (INTERIOR)
STRAW WATTLES
FILTER BERM
INLET PROTECTION
DEWATERING
SEDIMENT TRAP
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE
PIPE SLOPE DRAIN
OUTLET PROTECTION
SURFACE ROUGHENING
CHECK DAMS
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE
HAZ WASTE MGMT
SPILL KIT ON-SITE
CONCRETE WASHOUT AREA
OTHER:
**X X X X X
XX
X
XXXX
X XXXX
XXX
**X XXX
XX
**X XXX
X XXXX
X XXXX
X XXXX
XX
X**X
X
XX
NATURAL BUFFER ENCROACHMENT
X
X
X X X XX
P4
EROSION AND SEDIMENT CONTROL PLAN
VERTICAL CONSTRUCTION
P5
EROSION AND SEDIMENT CONTROL DETAILS
PERMITEE'S SITE INSPECTOR
PROJECT LOCATION
PROPERTY DESCRIPTION
ENVIRONMENTAL PERMITS
**X
WET WEATHER(OCT.1 - MAY 31)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PULTE GROUP
3535 FACTORIA BLVD SE, STE 600
BELLEVUE, WA 98006
CONTACT: JOHN SCHMIDT
PHONE: (503) 704-9745
EMAIL: JOHN.SCHMIDT@PULTEGROUP.COM
PIONEER DESIGN GROUP, INC.
9020 SW WASHINGTON SQ RD., SUITE 170
PORTLAND, OR 97223
CONTACT: WILLIAM DOSTER, PE
PHONE: (503) 643-8286
EMAIL: WDOSTER@PD-GRP.COM
TRACT J
TR
A
C
T
S
TL
1
3
5
0
0
EX.SDMH
RIM=337.4'±
IN(NE)=328.4'±
OUT(W)=328.3'±
EX.SDMH
RIM=340.54'±
30" IN(N)=331.3'±
10" IN(SW)=330.6'±
10" IN(E)=330.6'±
30" OUT(SW)=329.3'±
EX.SDMH
RIM=333.3'±
IN(E)=326.6'±
OUT(W)=326.3'±
EX.SDMH
RIM=362.7'±
IN(N)=356.2'±
IN(E)=356.2'±
OUT(S)=356.0'±
EX.SSMH
RIM=358.6'±
IN(N)=352.4'±
IN(E)=352.4'±
OUT(S)=352.2'±
EX.SSMH
RIM=355.5'±
IN(N)=349.3'±
OUT(S)=349.1'±
EX.SDMH
RIM=347.6'±
IN(N)=342.0'±
IN(NE)=342.0'±
OUT(S)=341.8'±
EX.SSMH
RIM=335.7'±
IN(N)=329.6'±
OUT(S)=329.4'±
EX.SDMH
RIM=330.4'±
IN(N)=326.1'±
OUT(S)=325.9'±
EX.SSMH
RIM=322.1'±
IN(N)=316.2'±
OUT(S)=316.0'±
EX.SSMH
RIM=314.9'±
IN(N)=309.4'±
OUT(S)=309.2'±
EX. STREET SIGN
AND STOP SIGN
EX. STREET SIGN "TEE"
EX. SIDEWALK
BARRICADE
EX. WOOD FENCE
EX. WOOD FENCE
EX. SDCB
RIM=362.5'±
OUT(W)=357.8'±
SUMP=356.1'±
EX. SDCB
RIM=358.0'±
15" RCP
IE=344.2'±
EX.SDAD
RIM=337.9'±
OUT(S)=337.2'±
SUMP=337.0'±
EX.SDCB
RIM=332.1'±
IN(N)=329.1'±
OUT(S)=329.1'±
SUMP=329.1'±
10" RCP, IE=326.0'±
12" RCP, IE=325.6'±
15" RCP, IE=320.8'±
15" RCP, IE=320.3'±
10" PVC, IE=320.1'±
24" DIP, IE=305.6'±
24" DIP, IE=304.6'±
12" RCP, IE=297.0'±
12" RCP, IE=294.4'±
333
331
330
329
327
325
323
321
320
322
324
326
328
332
340
350
355
360
365
335
330
3
3
5
3
4
0
333
325
320
315
310
305
300
295
3
1
5
3
1
0
30
5
300305310310
311
312
313
314
315
316
317
318
319
331
332
335
338
337 338
33
5
33
3
33
1
330
310
315
305
305
320
325
330
335
334
335
337336
34
0
335
33
0
3
2
5
3
2
0
334
333
332
331
32
9
32
8
32
732
6
324
3
2
3
3
2
2
321
31
9
31
8
31
7
3
1
6
3
1
4
3
1
3
3
1
2
3
1
1
3
0
8
3
0
0
298
299
300305303302307308307
3
3
6
3
3
8
33
9
33
7
344
346
3
4
1
3
4
2
3
4
3
340
EX. HOUSE
EX.SSMH
RIM=297.6'±
IN(N)=291.0'±
OUT(S)=290.8'±
EX. SSMH
LOCATION APPROX.
(BUILT AFTER INITIAL TOPO)
EX.SDMH
RIM=310.47'±
30" IN(N)=306.1'±
30" IN(E)=306.1'±
30" OUT(W)=306.0'±
[LADDER ON SOUTH]
EX.SDMH
RIM=312.40'±
24" IN(N)=306.5'±
30" OUT(S)=306.3'±
[LADDER ON WEST]
EX.SDCI
RIM=340.82'±
OUT(W)=332.8'±
SUMP=332.4'±
EX.SDCI
RIM=339.67±
OUT(E)=333.3'±
SUMP=332.1'±
EX.SDMH
RIM=349.24'±
30" IN(N)=341.1'±
30" IN(E)=341.1'±
30" OUT(S)=341.0'±
EX.SSMH
RIM=350.16'±
IN(N)=340.8'±
IN(S)=340.8'±
OUT(E)=340.6'±
EX.SSMH
RIM=345.97'±
OUT(N)=340.8'±
EX.SDCI
RIM=341.2'±
OUT(SW)=335.1'±
SUMP=333.3'±
EX.SDCI
RIM=340.53'±
OUT(SE)=335.2'±
SUMP=333.3'±
EX.SDMH
RIM=336.8'±
IN(E,NE,NW)=332.2'±
OUT(SE)=332.0'±
EX.SDCI
RIM=347.8'±
OUT(S)=342.3'±
SUMP=340.8'±
EX.SDMH
RIM=339.0'±
IN(E)=331.0'±
OUT(W)=330.8'±
EX.SDMH
RIM=345.7'±
IN(N)=340.4'±
OUT(W)=340.2'±
16
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9
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DARBY RIDGE
141-037
ENGINEERING
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TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
LOT 1
" A U T U M N V I E W "
TRACT B
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320
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141-037
ENGINEERING
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GRADING, STREET & UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES
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TRACT I
LOT 72
LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79
TRACT K
TRACT M
" R I V E R T E R R A C E C R O S S I N G "
DOCUMENT NO. 2000-031295
LOT 1
LOT 19
" O R C A S E S T A T E S "
" V A L L E Y V I E W "
TRACT B
TRACT E
TAX LOT 600 - 2S117A
LOT 1
" A U T U M N V I E W "
TRACT B
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330
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320
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314
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322
324
326
328
332
334
320
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2
3
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141-037
ENGINEERING
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GRADING, STREET & UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES
12
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