Appledale Storm Revision10+00 11+00 12+00 13+00
W W W W W W W W W
W W W W W W
W W
PROJECT BOUNDARY
FUTURE R/W
DEDICATION
ROY ROGERS R/W
6.00'
T.L. 1400
W W
ROY ROGERS R/W
FUTURE SIDEWALK,
RAMP AND CURB
FUTURE SIDEWALK,
RAMP AND CURB
5
WATER AND
SANITARY SEWER
BORED UNDER ROY
ROGERS ROAD PER
SEPARATE PERMIT
1G
3A
3B 118
8
1 3 4 5 5
18" STORM PIPE PER "RIVER
TERRACE EAST MULTI-FAMILY"
DEVELOPMENT UNDER
SEPARATE PERMIT
230
240
250
260
270
280
290
300
310
230
240
250
260
270
280
290
300
310
9+10 10+00 11+00 12+00 12+25
PVI STA = 10+00.84
ELEV = 269.11
PVI STA: 10+88.77
PVI ELEV: 266.89
K: 7.19
LVC: 90.00
LOW PT. STA: 10+61.88
LOW PT ELEV: 267.80
PVI STA: 11+85.82
PVI ELEV: 276.59
K: 14.70
LVC: 40.00
EXISTING GROUND @
FUTURE STREET CENTERLINE
CLASS 'B' GRANULAR BEDDING & BACKFILL
FINISH GRADE @
FUTURE STREET CENTERLINE
10" SD/18" SD
3.79' CLR
3.00' MIN COVER
EXISTING GAS LINE
8" WT CASING/ 12" GAS
1.44' CLR
CULVERT
12" SD/8" WT CASING
1.38' CLR
8" SS CASING/ 12" GAS
1.34' CLR 12" SD/8" SS CASING
1.25' CLR 12" SD/8" SS
0.53' CLR
10" SD/8" SS
1.24' CLR
18" STEEL CASING
18" STEEL CASING
8" WT/18" SD
1.31' CLR
10" SD/18" SD
4.00' CLR
2.50%
TRAVEL
18'
SWTRAVEL
18' 5'
58' R.O.W.
36' PAVEMENT
LC
R/W
N.T.S.
PUE
6'
PLANT.
5'
2.50%
R/W
PUE
6'
PLANT.
5'
SW
5'
CONCRETE CURB
AND GUTTER
PER DETAIL 2010,
SHEET RD-7.CONCRETE CURB AND GUTTER
PER DETAIL 2010, SHEET RD-7.
PAVEMENT
SECTION
STA: 10+21.70
STA: 10+95.90
0.5'0.5'
CURB
0.5'
CURB
0.5'
TC ELEV = C ELEV - 0.03' L
STA 10+78.49 TO 11+79.98
CONCRETE SIDEWALK
PER DETAIL 2110, SHEET RD-7.
PAVEMENT
SECTION
STA: 10+95.90
STA: 14+67.31
SDCI 18A.1
10+80.40, 19.50' L
(APPLEDALE)
RIM/TC = 268.65
10" IE OUT = 265.35
27.29 LF (C-900)
@S=0.0200
SDCI 18A.2
10+97.57, 19.50' R
(APPLEDALE)
RIM/TC = 268.71
12" IE OUT = 265.95
56.67 LF (PVC)
@S=0.0200
11+00WWWWWWWW
SW APPLEDALE RD
267.56
1.00%
C1
C2
270.30
267.66 TC 268.59
268.79
268.69267.84
267.94
5%
268.22 268.15
268.30
268.40
5%
TC 269.10
269.20
269.30
STA: 11+28.99
ELEV: 270.93
STA: 11+05.50
ELEV: 269.12
STA: 10+78.49
ELEV: 267.99
CURB RETURN TABLE
CURVE
C1
C2
LENGTH
63.94'
62.67'
RADIUS
40.00'
40.00'
DELTA
91°34'51"
89°46'07"
CHORD
57.34'
56.45'
BEARING
S14°25'11"W
N74°54'20"W
START STATION END STATION
24+94.82, 34.08' L (ROY ROGERS)
23+77.16, 22.14' L (ROY ROGERS)10+61.66, 18.00' L (APPLEDALE)
10+76.61, 18.00' R (APPLEDALE)
60" SD 18B
RIM: 268.34
12" IN E
IE: 264.82
12" OUT N
IE: 264.60
10" IN NE
IE: 264.80
0.91'
0.68'
10.03'
RD-3
STA: 9+00 TO 12+50
SIDEWALK BUILT BY DEVELOPMENT
SIDEWALK BUILT BY HOME BUILDER
1. CONSTRUCT SW APPLEDALE RD PER TYPICAL
STREET SECTION A, THIS SHEET.
2. ITALIC STATION LABELS INDICATE PIPE STATIONING.
3. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
INSTALL MONUMENT BOX TYPE PER DETAIL
3010, SHEET RD-7.
PROVIDE TEMPORARY 3" ASPHALT CONCRETE
OVER 6" AGGREGATE BASE PEDESTRIAN
CONNECTION FROM END OF SIDEWALK
5
FACILITY PERMIT
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
BIRDSONG ST
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
DESCHUTES LN
LUKE LN
AUTUMNVALE LN
2/23/2017
POLYGON NW COMPANY
River Terrace
East
Roy Rogers
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
6/28/20172ND SUBMITTAL DATE 10/09/20173RD SUBMITTAL DATE
11/02/20174TH SUBMITTAL DATE
3A
INSTALL 60" WATER QUALITY STORM MANHOLE PER
CWS DWG NO. 250, SHEET RD-9.
INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG
NO. 330, SHEET RD-10. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1G
3B
3
1 INSTALL SANITARY MANHOLE PER CWS DWG NO. 010,
SEE SHEET RD-10.
INSTALL8"-11.25°MJBEND
STA: 11+06.82, 1.27' LT. (APPLEDALE)
STA: 11+38.70, 4.48' LT. (APPLEDALE)
REMOVE EXISTING 2" BLOW OFF VALVE
CONNECT TO EXISTING 8" DIP.
INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL
542, SEE SHEET DTL7.
STA: 12+98.97, 21.00' LT. (APPLEDALE)
INSTALL 8" MJ GATE VALVE
STA: 13+02.28, 21.00' LT. (APPLEDALE)
INSTALL 8" MJ TEE
STA: 13+04.99, 21.00' LT. (APPLEDALE)
STA: 13+43.09, 21.00' LT. (APPLEDALE)
1
2
8
3
4
5
12/21/2017 REVISION 11
1
1
2
1/18/2018 REVISION 2 - STORM2
2
1G
3A
3B
CONSTRUCT DRAINAGE
SWALE TO ROADSIDE DITCH,
SEE DETAIL THIS SHEET
18" STORM PIPE PER "RIVER
TERRACE EAST MULTI-FAMILY"
DEVELOPMENT UNDER
SEPARATE PERMIT
235
240
250
260
270
280
235
240
250
260
270
280
0+751+002+00
EXISTING GROUND @
PIPE CENTERLINE
FINISH GRADE @
PIPE CENTERLINE
CLASS 'A' NATIVE BACKFILL & BEDDING
IE=264.00'
OUTFALL INTO WATER
QUALITY FACILITY PER
"RIVER TERRACE
EAST-MULTIFAMILY"
DEVELOPMENT UNDER
SEPARATE PERMIT
SDCI 18A.1
10+80.40, 19.50' L
(APPLEDALE)
RIM/TC = 268.65
10" IE OUT = 265.35
27.29 LF (C-900)
@S=0.0200
SDCI 18A.2
10+97.57, 19.50' R
(APPLEDALE)
RIM/TC = 268.71
12" IE OUT = 265.95
56.67 LF (PVC)
@S=0.0200
RD-4
STA: 1+00 TO 4+25
1. SW APPLEDALE RD CONSTRUCTED UNDER SEPARATE
PERMIT.
2. ITALIC STATION LABELS INDICATE PIPE STATIONING.
3. ALL PVC TO BE ASTM D-3034 UNLESS OTHERWISE
NOTED.
FACILITY PERMIT
EXPIRES: JUNE 30, 2018
SCHOLLS FERRY RD
BIRDSONG ST
SNOWDALE ST
LARKSPRING LN
WOODGROVE ST
ALLEY M
LEMONGRASS LN
DESCHUTES LN
LUKE LN
AUTUMNVALE LN
2/23/2017
POLYGON NW COMPANY
River Terrace
East
Roy Rogers
1ST SUBMITTAL DATE
REVISIONS
DATE DESCRIPTION
REVIEWED BY:
TYPE:
PROJECT NO.:
CONSTRUCTION
395-041
KCS/PRE
[T] 503-941-9484 [F] 503-941-9485
6/28/20172ND SUBMITTAL DATE 10/09/20173RD SUBMITTAL DATE
11/02/20174TH SUBMITTAL DATE
INSTALL 60" WATER QUALITY STORM MANHOLE PER
CWS DWG NO. 250, SHEET RD-9.
INSTALL INLET CATCH BASIN (CG-30) PER CWS DWG
NO. 330, SHEET RD-10. SEE TABLE, THIS SHEET, FOR
CATCH BASIN INFORMATION.
1G
PROPOSED THRUST BLOCK
PROPOSED AIR RELEASE VALVE
EX AIR RELEASE VALVE
PROPOSED BLOW-OFF
EX BLOW-OFF
PROPOSED WATER VALVE
EX WATER VALVE
PROPOSED WATER METER
EX WATER METER
PROPOSED FIRE HYDRANT
EX FIRE HYDRANT
PROPOSED STORM CLEANOUT
EX STORM CLEANOUT
EX AREA DRAIN
PROPOSED SANITARY CLEANOUT
EX SANITARY CLEANOUT
EX STORM MANHOLE
PROPOSED CURB INLET
PROPOSED STORM MANHOLE
EX SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
EX BURIED POWER LINE
EX GAS LINE
PROPOSED WATER LINE
EX WATER LINE
EX STORM DRAIN
PROPOSED STORM DRAIN
EX SANITARY SEWER
PROPOSED SANITARY SEWER
EASEMENT LINES
EX OVERHEAD POWER LINE
EX TELEPHONE LINE
EX CABLE TV LINE
EX CABLE RISERCDC
D
SC
S
EX CURB INLET
PROPOSED AREA DRAIN
3A
3B
3
1/18/2018 REVISION 2 - STORM2