HomeMy WebLinkAboutCanyon Terrace Renton As-Builts.pdfC.O
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C.O
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C.O
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C.O
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STSTS
T 390390400400410410xxxxFUTURE SOOS CREEK TRAILxxxxxxxxx
x
x
x
x xxxxxxxxxxxxNGPATract LA A
B
B
DETENTION/INFILTRATION
POND
BOTTOM EL=386.00
ACCESSROAD3" ASPHALT OVER 6" BASE
POND ACCESS ROAD
MAX SLOPE = 15%
16' DOUBLE
SWING GATE
PER SHEET
C-507
GUARDRAIL
6' TALL CHAINLINK FENCE
(TYPICAL)
WETLAND
BOUNDARY
100' WETLAND
BUFFER LINE
15.00'
ESMT
12'6'BERMREINFORCED CONCRETE
RETAINING WALL
SEE WALL SHEETSROAD ABLOCK WALL
(TYPICAL)
END CONCRETE WALL
BEGIN BLOCK WALL 796.56'
A
C
C
E
S
S
R
O
A
D
WQ
CELL NO
.
1
BOTTOM
EL=386.0
WQ
CELL NO
.
2
BOTTOM
EL=386.0
BERM
EL=393.0
SPILLWAY
EL=392.53:13:13:1
3:1
3:13:13:1CONCRETE
RETAINING WALL
BLOCK WALL
(TYPICAL)
70
69
FLOW
DISPERSAL
TRENCH
FLOW
DISPERSAL
TRENCH
BERM WITH
KEYWAY PER
DETAIL,
SHEET C-506
392.00393.00
392.00
392.00
391.99
12'
15' MIN
15'
390.21
390.21
386
38
6
390390
386
386
390390390
386
39
2
404
403
402401400399399
398397396395
39
0
38
5
395390
376
378
380
382
384
386
388
390
392
394
396
398
400
402
404
406
376
378
380
382
384
386
388
390
392
394
396
398
400
402
404
406
401.23407.490+00 400.68403.35399.73399.61386.36394.78386.06391.361+00 386.42388.04385.92383.67381.852+00 379.92377.07376.932+56
EXISTING GROUND
PROPOSED GROUND
FLOW DISPERSAL
TRENCH W/ TYPE 1 CB
NGPA TRACT
CHAIN LINK FENCE
PER DETAIL, SHEET C-508
MAX. WATER SURFACE EL 392.0
ROAD A
4:
1
3:1
REINFORCED CONCRETE WALL
TOW ELEV = 393.0xxGUARD RAIL
xxTOW ELEVATIONS VARY IN
FLOW CONTROL CELL
OVERFLOW WATER SURFACE EL 392.2
EMERGENCY OVERFLOW
WATER SURFACE EL 392.5
CHAIN LINK FENCEPER DETAIL, SHEET C-508
POND BOTTOM EL=386.0
DETENTION/INFILTRATION POND 10'
382
384
386
388
390
392
394
396
398
400
402
404
406
382
384
386
388
390
392
394
396
398
400
402
404
406
399.17403.460+00 398.54398.93396.42395.95386.00392.96393.00389.981+00 393.45386.86384.382+00 2+25
EXISTING
GROUND
MAX. WATER SURFACE EL=392.0
TOW ELEV = 393.0
ROAD A
CHAIN LINK FENCE
PER DETAIL, SHEET C-508
xxCHAIN LINK FENCE
PER DETAIL, SHEET C-508
NGPA TRACT
PROPOSED GROUND
GUARD RAIL
xx4:
1
TOP AND BOTTOM OF
WALL ELEVATIONS VARY
OVERFLOW WATER SURFACE EL 392.2
EMERGENCY OVERFLOW
WATER SURFACE EL 392.5
POND BOTTOM EL=386.0
15'
ACCESS
ROAD
REINFORCED CONCRETE WALL
WQ POND CELL NO. 2
TOP OF
THE BERM
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-023
LOWER WETPOND
GRADING SECTIONS
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\C-023 SITE GRADING PLAN_AS BUILTS.DWG4/25/2017 3:52:08 PM00 20 40
SECTION B-B
SECTION A-A
TOW
EL=393TOW
EL=405.0
1
713
9
28
10
33
25
31
24
2627
2930
43
34
35
36
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
345
6
8
11
12
141516
171819
2021
22
23 40
3839
69
KEYMAP
THIS SHEET
LOWER POND
1.SUBGRADE FOR POND CELLS WQ1 AND WQ2 (INCLUDING BOTTOM AND SIDES
BELOW WATER LEVEL) SHALL BE INSPECTED BY THE PROJECT GEOTECHNICAL
ENGINEER AS CONSTRUCTIOIN IS NEARING COMPLETION TO DETERMINE
WHETHER OR NOT A COMPACTED TILL LINER IS NEEDED TO PREVENT
INFILTRATION.
2.WHEREVER THE PERMEABILITY OF THE WQ POND CELL SUBGRADE MATERIAL IS
GREATER THAN 0.000024 INCHES PER MINUTE (AS DETERMINED BY THE
GEOTECHNICAL ENGINEER) THE CONTRACTOR SHALL OVEREXCAVATE THE
IDENTIFIED AREAS TO A DEPTH OF 18 INCHES AND REPLACE WITH COMPACTED
TILL.
3.TILL SHALL BE PLACED IN 6-INCH LIFTS COMPACTED TO 95% MINIMUM DRY
DENSITY (PER ASTM D-1557) CONSISTING OF SOIL MATERIAL AS FOLLOWS:
SIEVE SIZE PERCENT PASSING
6-INCH 100%
4-INCH 90%
#4 70-100%
#200 20%
WQ POND SUBGRADE CONSTRUCTION NOTES
1.SEE SHEETS C-030 TO C-035 FOR
WALL PLAN AND PROFILES AND
DETAIL SHEETS FOR WALL CROSS
SECTIONS.
2.SEE SHEETS C-201 TO C-205
STORM DRAIN PLAN AND
PROFILES.
3.SEE SHEET C-506 FOR INTERNAL
BERM KEYWAY.
NOTES
Utility/Open
Space Tract
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
REINFORCED CONCRETE
WALL PER WALL PLANS
REINFORCED CONCRETE
WALL PER WALL PLANS
TOW ELEV
391.0
"LOW-GROW" SEED MIX
-DWARF TALL FESCUE - 40%
-DWARF PERENNIAL RYE "BARCLAY" - 30%
-RED FESCUE - 25%
-COLONIAL BENTGRASS - 5%
WQ POND SEED MIX
22
24
xSSSSSSSSSSSSSSSSS
SCITY OF RENTONCITY OF
KENT
12+00
13+00
14+00 15+00S1°49'09"W 304.13'
380380
390
390390390
386
388
380
380
380
378
380
390
382
384
386
388
386
388
384
382
22LF- 12" CPEP @ 0.51%69LF- 18" RCP @ 3.64%CB 5201
CB 52 CB 50
CB 5001
35LF - 12" @ 5.28%
22LF - 12" @ 1.16%17.5'31LF - 12" @ 0.58%5'
43'
RO
W
17.
5
'
CB 51
CB 5101 22LF - 12" @ 0.50%
30LF - 12" @ 0.51%
2%
DW CL STA 15+30.58,
W = 18'
DW CL STA 12+96.55,
W = 16'
DW CL STA 14+06.57,
W = 18'
382
388 PC: 11+57.88PT: 11+78.21PC: 12+84.42PT: 13+11.87PC: 14+14.82PT: 15+16.66STSTM
A
T
C
H
L
I
N
E
S
T
A
1
4
+
9
5
360
365
370
375
380
385
390
395
400
405
410
415
420
388.86384.52388.29384.11387.73383.73387.16383.4112+00 386.59383.27386.02383.20385.45383.04384.88382.8613+00 384.51382.87384.64382.85385.28382.88386.43382.8514+00 387.90383.36389.37383.77390.85384.01391.71384.3814+90
FINISHED GRADE
EXISTING GRADE
SAN 391LF - 10" @ -0.85%SAN 391LF - 10" @ -0.85%SAN 391LF - 10" @ -0.85%
SAN 56LF - 8" @
-
7
.
3
4
%
SAN 391LF - 10" @ -0.85%
SAN MH 1266-2
RIM=388.53
INV S=377.32
INV NW=377.40
SAN 56LF - 8" @
-
7
.
3
4
%
CB 5201, WQ4 (STORM FILTER)
(SEE DETAIL, DWG C-510)
ROAD A ALIGNMENT
STA=12+51.06 10.88,R
RIM=385.78
12" INV W=382.18
12" INV E=382.18
CB 5001, WQ 2 (STORM FILTER)
(SEE DETAIL, DWG C-510)
ROAD A ALIGNMENT
STA=14+00.32 10.77,R
RIM=386.13
12" INV W=382.85
12" INV E=382.85
5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33
PVI ELEV=383.67
LOW PNT STA=13+31.15
LOW PNT ELEV=384.49
K=12.2
VC=100.00'
5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33
PVI ELEV=383.67
LOW PNT STA=13+31.15
LOW PNT ELEV=384.49
K=12.2
VC=100.00'
5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33
PVI ELEV=383.67
LOW PNT STA=13+31.15
LOW PNT ELEV=384.49
K=12.2
VC=100.00'
5.90%-2.27%PVC 13+03.33ELEV 384.81PVT 14+03.33ELEV 386.62PVI STA=13+53.33
PVI ELEV=383.67
LOW PNT STA=13+31.15
LOW PNT ELEV=384.49
K=12.2
VC=100.00'PVC 14+75.00ELEV = 390.85CB 51, TYPE 1
ROAD A ALIGNMENT
STA=13+30.78 10.87,L
RIM=384.17
12" INV E=381.17
CB 5101, WQ3 (STORM FILTER)
(SEE DETAIL, DWG C-510)
ROAD A ALIGNMENT
STA=13+30.79 10.92,R
RIM=384.17
12" INV W=381.06
12" INV E=381.06
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
RIM=385.80
INV W 12"DI=382.22
INV E 12"DI=382.22
RIM=384.27
INV W 12"DI=381.09
INV E 12"DI=381.09
RIM=386.16
INV W 12"DI=382.91
INV E 12"DI=382.91
RIM=384.22
INV E 12"CPEP=381.60xxxxxxxSCITY OF RENTONCITY OF KENT
390
390400391.98391.7810+00 391.14390.73390.57388.18390.00385.88389.43385.0711+00
SAN MH 1266-1
RIM=390.70
INV N=374.00
INV E=373.90
-4.01%PVIS: 9+93.77PVIE: 392.23-4.01%-4.01%PVIS: 9+93.77PVIE: 392.23-4.01%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-101
124TH AVE SE (ROAD
A) PLAN & PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:57:15 PM00 20 40
EXISTING
HOUSE #1
FFE = 386.55
EXISTING
HOUSE #2
FFE = 388.79
CITY OF KENTCITY OF RENTON1" = 10' VERTICAL
1" = 20' HORIZONTAL12'12'5.5'12'11
11 12
4'STA:10+55.87, 12.00' LT
(SEE KENT PLANS FOR
ADDITIONAL
INFORMATION)
STA:10+58.23, 12.00' RT
(SEE KENT PLANS FOR
CONTINUATION AND ADDITIONAL
INFORMATION)
NOTE:
ALL WORK WITHIN THE CITY OF KENT OR
UNINCORPORATED KING COUNTY SHALL BE
PERFORMED IN ACCORDANCE WITH APPROVED
PLANS FROM THE APPROPRIATE JURISDICTION.
ALL CITY OF KENT AND KING COUNTY UTILITIES
SHALL BE MARKED ACCORDINGLY.46.5'34'16
23
23
16
ROWROWTYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
16
17
TYPE 1L CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
18
19
20
CROSSWALK PER COR STD PLAN 127
ON SHEET C-502
22
21
SAWCUT EXISTING PAVEMENT
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.12-02 TYPE A PER DETAIL
SHEET C-501
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
SITE PLAN KEY NOTES
1
2
3
4
5
6
7
10
5' SIDEWALK PER CITY OF RENTON
STANDARD DETAIL F005 PER DETAIL
SHEET C-501
SOOS CREEK TRAIL (BY OTHERS)9
RIPRAP PAD PER KCSWDM TABLE 4.2.2.A.
MAX STONE SIZE: 24"
MEDIAN STONE SIZE: 16"
MIN STONE SIZE: 4"
RIPRAP SHOULD BE REASONABLY WELL
GRADED
PAD SIZE PER PLAN VIEW
11
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
14
NOT USED ON THIS SHEET15
DEBRIS BARRIER PER DETAIL ON
SHEET C-505
12
8 CURB RAMP PER WSDOT STANDARD
DETAIL F-40.15-02 TYPE B PER DETAIL
SHEET C-501
11
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEETSE 192ND ST11
124TH AVE SE
(ROAD A)
KEY MAP
NTS
1
713
9
28
10
33
25
31
24
2627
29
30
43
34
35
36
32
4544
42
37
41
54
46
47564950
51
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
345
6
8
11
12
14
15
16
17
18
19
20
21
2223 40
3839
69
KEY MAP
NTS
THIS SHEET
43'ROW23
16
11
PROPERTY LINE
CITY OF KENT
KING COUNTY CITY OF KENTCITY OF RENTONCITY OF KENT
CITY OF RENTON
STORMFILTER CATCH BASIN WITH (1)
27" DEEP ZPG CARTRIDGE PER STD
DETAIL ON SHEET C-510
23
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG 2%2%NOT USED ON THIS SHEET
xxxxxxxxxxxxxxxxx
x
x
x
x
x
x
x
x
x
Tract LTract MS01
°
4
9
'
0
9
"
WN88°10'51"WS01
°
4
9
'
0
9
"
W
182.
9
8
'120.00'100.
0
0
'
S
S
SS
CB 49 10'6'12
'
15+00
16+00
17+00
18+00
19+0
0
20+0
0
5
3+
00
CB 48
390
40
0
390
390
390440390
400
400
380
390
382
384
386
388
41
0
390
390
400
390
400
420
410
41
0
CB 33
CB 32
CB 401, TYPE 1L
CB 4
CB 1401
CB 14
194L
F
-
1
5
"
@
2
.
5
8
%
88LF
-
1
2
"
@
4
.
5
4
%
24LF - 15" @ 1.81%
86LF
-
12
"
@
7
.
31%
26LF -
1
2"
@
0.
4
9
%
98LF
-
1
5
"
@
0
.
7
7
%
CB 3
37LF -
12
"
@
3
.78%
CB 2
CB 4701
14LF - 15" @ 16.77%
INSTALL CASING THROUGH WALL PER C-505 & C-631
14LF - 15" @ 1.06%
CB 38 35LF -
15
"
@
0
.51%
CB 37
155LF - 15" @ 1.79%
99LF - 15" @ 0.51%
51LF - 18" @ 3.
1
6
%
22LF - 18"@ 1.14%
CB 1
14LF - 12" @ 1.75%
88LF
-
1
2
"
@
2
.8
5%10'5'12'43'ROW17
.
5
'
R25'
CB 4702
CB 47 65LF - 18" @ 0.54%
39LF - 15" @ 0.51%
12LF - 15" @ 19.45%
INSTALL CASING THROUGH WALL PER C-505 & C-631
CB 201
36LF - 15" @ 1.38%
54LF - 18" @ 0.00%
54LF - 18" @ 0.00%
CB 4700 ST 2%2%2%
2%2%CB - 37.3
CB - 37.2
CB - 37.1
DW CL STA 15+30.58,
W = 18'
DW CL STA 15+72.42,
W = 18'
DW CL STA 19+70.60,
W = 18'
DW CL STA 20+11.10,
W = 18'
402
398
2%2%2%2%PT: 15+16.66PC: 16+21.03PT: 18+26.70CB - 37.5 CB - 37.6 CB - 37.7ST
ST
STST
ST
STSTSTSTSTSTSTSTSTST
STSTSTSTSTSTSTSTSTSTSTST54.0 LF @ 2.26%MATCH L
INE
STA
14+95MATCH LINE STA 19+93370
375
380
385
390
395
400
405
410
415
420
425
430
370
375
380
385
390
395
400
405
410
415
420
425
430
392.26384.7515+00 393.52386.29394.66387.66395.65388.35396.51389.2716+00 397.22392.38397.81395.24398.25397.73398.62399.5517+00 399.00401.76399.37403.55399.75404.52400.12405.7618+00 400.50405.10400.87405.09401.25405.47401.62405.9719+00 402.00405.64402.37404.63402.84404.69FINISHED
GRADE
EXISTING GRADE
194LF - 15" CPEP @ 2.58%194LF - 15" CPEP @ 2.58%
SAN 120LF - 8" @ -1.59%
SAN 136LF - 8" @ -1.45%
SAN 346LF - 8" @ -2.16%SAN MH 1266-3RIM=391.92INV SE=381.50INV NW=381.60SAN 120LF - 8" @ -1.59%
SAN MH 1266-4
RIM=396.79
INV SE=383.50
INV NW=383.60
INV SW=383.60
SAN MH 1266-5
RIM=399.22
INV SE=385.57
INV N=385.67
CB 2, TYPE 2
ROAD A ALIGNMENT
STA=16+02.51 10.85,R
RIM=396.27
12" INV SW=390.35
15" INV NW=392.75
18" INV NE=389.85
155LF - 15" CPEP @ 1.79%
CB 3, TYPE 1 L
ROAD A ALIGNMENT
STA=17+96.27 9.00,L
RIM=399.89
15" INV SE=396.01
15" INV N=396.01
98LF - 15" CPEP @ 0.77%
CB 4, TYPE 1 L
ROAD A ALIGNMENT
STA=18+93.59 14.88,R
RIM=401.13
15" INV W=397.20
15" INV N=397.20
194LF - 15" CPEP @ 2.58%
1.50%1.50%1.50%1.50%PVT 16+75.00ELEV = 398.25PVI STA=15+75
PVI ELEV = 396.75
HIGH PT STA= 16.75
HIGH PT ELEV=398.25
K=45.4
VC=200'PVC 19+53.49ELEV = 402.43CB 401, TYPE 1
ROAD A ALIGNMENT
STA=18+93.50 8.88,L
RIM=401.35
15" INV S=396.77
15" INV E=396.77
CB 201,
ROAD A ALIGNMENT
STA=16+38.97 9.30,R
RIM=397.38
15" INV NW=393.24
15" INV SE=393.24
36LF - 15" CPEP @ 1.38%
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
RIM=399.85
INV SE 15"CPEP=396.13
INV N 15"CPEP=396.33
RIM=401.27
INV S 15"CPEP=396.87
INV E 15"CPEP=396.97
RIM=401.21
INV W 15"CPEP=397.20
INV N 15"CPEP=397.20
RIM=396.48
INV SW 12"CPEP=390.08
INV NW 15"CPEP=392.76
INV NE 18"CPEP=389.82
RIM=397.39
INV NW 15"CPEP=393.49
INV SE 15"CPEP=393.39
98.3 LF @ 0.55%
156.4 LF @ 1.69%
33.9 LF @ 1.86%
193.8 LF @ 2.57%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-102
ROAD A PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:57:48 PM00 20 40
FLOW CONTROL
CELL
1
2
35 36 37 38 39 40
41
42
43
70
PROPOSED ROW
GUARD RAIL FENCE
ACCESS ROAD
REFER TO SHEET C-023
GATE
1" = 10' VERTICAL
1" = 20' HORIZONTAL
15" I.E. = 388.00
3
2
8
7
9
10
13
14
22
20
17
16
16
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
16
TYPE 1 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
17
18
19
TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504
20
CROSSWALK PER COR STD PLAN 127
ON DETAIL SHEET C-50222
NOT USED ON THIS SHEET21
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 PER DETAIL SHEET C-501
SITE PLAN KEY NOTES
1
2
3
4
5
6
7
10
SOOS CREEK TRAIL (BY OTHERS)9
RIPRAP PAD PER KCSWDM TABLE 4.2.2.A.
MAX STONE SIZE: 24"
MEDIAN STONE SIZE: 16"
MIN STONE SIZE: 4"
RIPRAP SHOULD BE REASONABLY WELL
GRADED
PAD SIZE PER PLAN VIEW
11
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
14
15
12
8
NOT USED ON THIS SHEET23
NOT USED ON THIS SHEET
TYPE 1L CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
CURB RAMP PER WSDOT STD DETAIL
F-40.16-02 PER DETAIL ON SHEET C-502
NOT USED ON THIS SHEET
WETPOND CELL #2
THIS SHEET
KEY MAP
NTS
1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
345
6
8
11
12
1415161718192021
22
23 40
3839
69
ROOF DRAIN SYSTEM PER
STORM DRAINAGE PLANS
CHAIN LINK GATE PER DETAIL ON
SHEET C-50724
24
CHAIN LINK FENCE PER DETAIL ON
SHEET C-50825
RESIDENTIAL DRIVEWAY PER DETAIL
ON SHEET C-50226
DRIVEWAY
26
DRIVEWAY
(TYP.)26
RETAINING WALLS
PER WALL PLANS
ROA
D
A
SDMH, TYPE II-54" OVERFLOW
STRUCTURE W/ DEBRIS CAGE PER
DETAIL ON SHEET C-505
27
2
GUARDRAIL PER DETAIL ON SHEET C-50228
ROAD A ALIGNMENT STA: 16+23.22
ROAD B ALIGNMENT STA: 53+91.80
NOTES:
1. POND OUTLET PER SHEETS C-023,
C-202 AND C-204
2. BERM WITH KEYWAY PER SHEETS
C-506 & C-631
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
20
20
20
20
WETPOND CELL #1
NOT USED ON THIS SHEET
13
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.12-02 TYPE A PER DETAIL
SHEET C-501
CURB RAMP PER WSDOT STANDARD DETAIL
F-40.15-02 TYPE B PER DETAIL SHEET C-501
5' SIDEWALK PER CITY OF RENTON
STANDARD DETAIL F005 ON SHEET C-501
4
4
4' ACCESS PATH W/ STAIRS
PER SHEET C-024 & C-634
18
20
20
ROOF DRAIN SYSTEM PER
STORM DRAINAGE PLANS
18
5
18
ROOF DRAIN
CROSSING WITH 10"
SLEEVE. SEE C-024
xx124TH AVE SETract CTract NWWWWWWS
S
S
10'10'6'20+00
21+00
22+00
23+00
24+00 25+0010'PROPOSED ROW
S
410
420
43
0
430430
44
0440
450
4104204304404
5
0
43
0
440
420
430
410
400 410
430
4
4
0
420
410
CB 11
CB 10
CB 801
CB 8
CB 7
CB 5
CB 6
CB 401, TYPE 1L
45LF - 12" @ 11.26%
35LF -
1
2
"
@
1
3
.
6
6
%
54LF - 12" @ 14.49%
139LF - 12" @ 5.83%194LF -
1
5
"
@
2
.
5
8
%
24LF - 12" @ 1.05%24LF - 12" @ 4.21%10'
10'10'CB 42
CB 43
CB 45 ROUND LOCKING LID10'5'15.5'R24'R8'
CB 1001
127LF - 12" @ 12.91%
CB 4500
CB 9
107LF - 1
2
"
@
8
.
9
7
%
154LF - 12" @ 12.3
2
%
54LF -
1
2
"
@
1
2.
7
6
%
24LF - 12" @ 1.68%
CB 44
CB 35
2%2%2%DW CL STA 19+70.60,
W = 18'
DW CL STA 22+88.74,
W = 18'
DW CL STA 22+53.86,
W = 18'
DW CL STA 22+20.44,
W = 18'
DW CL STA 21+80.22,
W = 18'
DW CL STA 21+30.66,
W = 18'
DW CL STA 20+90.66,
W = 18'
DW CL STA 20+50.66,
W = 18'
DW CL STA 20+11.10,
W = 18'
DW CL STA 23+24.34,
W = 18'2%2%2%1%2%1%PC: 22+24.83PT: 23+06.77PC: 24+07.98PT: 25+20.5649LF - 12" @ 14.09%STST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST66.7 LF @ 10.52%
24.5 LF @ 2.62%MATCH LINE STA 19+93M
A
T
C
H
L
I
N
E
S
T
A
2
4
+
6
8
390
395
400
405
410
415
420
425
430
435
440
445
450
390
395
400
405
410
415
420
425
430
435
440
445
450
402.95404.7419+80 403.50404.9520+00 404.39406.82405.50407.36406.75407.17408.00407.2421+00 409.37407.32410.97407.41412.83407.49414.92406.7022+00 417.26405.11419.85406.40422.67407.90425.75409.5923+00 428.95413.63432.15417.70435.35421.23438.55423.9624+00 441.76427.05444.96433.40447.52439.0824+70
FINISHED GRADE
EXISTING GRADE
CB 6, TYPE 1
ROAD A ALIGNMENT
STA=20+87.22 8.88,L
RIM=407.09
12" INV N=404.00
12" INV E=404.00
139LF - 12" CPEP @ 5
.
8
3
%
CB 7, TYPE 1
ROAD A ALIGNMENT
STA=22+26.13 8.88,L
RIM=417.10
12" INV N=412.10
12" INV S=412.10
54LF - 12
"
C
P
E
P
@
1
4
.
4
9
%
CB 8, TYPE 1
ROAD A ALIGNMENT
STA=22+82.76 8.87,L
RIM=423.32
12" INV NW=419.95
12" INV S=419.95
12" INV E=419.95
35LF - 12" C
P
E
P
@
1
3
.
6
6
%
CB 10, TYPE 1
ROAD A ALIGNMENT
STA=24+49.91 8.88,L
RIM=444.67
12" INV NW=441.15
12" INV SE=441.15
12" INV NE=441.15
194LF - 15" CPEP @ 2.58%SAN 172LF - 8" @
-
8
.
2
0
%
SAN MH 1266-6
RIM=407.63
INV S=393.13
INV N=393.23
INV W=393.23
SAN MH 1266-7
RIM=421.58
INV S=407.35
INV NW=407.45
SAN 149LF
-
8
"
@
-
1
2
.
1
8
%
SAN MH 1266-9
RIM=440.43
INV SE=425.60
INV NW=425.70
5.00%
12.81%
5.00%
12.81%
5.00%
12.81%
5.00%
12.81%PVC 21+00.86ELEV 408.05PVT 23+00.86ELEV 425.86PVI STA=22+00.86
PVI ELEV=413.05
LOW PNT STA=21+00.86
LOW PNT ELEV=408.05
K=25.6
VC=200.00'PVT 20+53.49ELEV = 405.68PVI STA=20+03.49
PVI ELEV =402.43
LOW PT STA=19+53.49
LOW PT ELEV=402.43
K=28.6
VC=100'
CB 5, TYPE 1 L
ROAD A ALIGNMENT
STA=20+87.22 14.87,R
RIM=406.97
12" INV W=403.00
15" INV S=402.20
CB 9, TYPE 1
ROAD A ALIGNMENT
STA=24+11.50 8.88,L
RIM=439.75
12" INV NW=436.40
12" INV SE=436.40
127LF - 12
"
C
P
E
P
@
1
2
.
9
1
%
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
RIM=407.28
INV N 12"CPEP=404.18
INV E 12"CPEP=404.08
RIM=417.29
INV N 12"CPEP=412.29
INV S 12"CPEP=412.11
RIM=423.59
INV NW 12"CPEP=419.89
INV S 12"CPEP=419.89
INV E 12"CPEP=419.84
RIM=439.41 NOT SET
INV NW 12"CPEP=436.56
INV SE 12"CPEP=436.36
RIM=444.69 NOT SET
INV NW 12"CPEP=441.09
INV SE 12"CPEP=441.09
INV NE 12"CPEP=441.19
RIM=407.28
INV N 12"CPEP=404.18
INV E 12"CPEP=404.08
193.8 LF @ 2.57%
138.9 LF @ 5.71%
54.3 LF @
4
.
0
0
%
127.4 LF @
1
2
.
9
2
%
34.5 LF @
1
3
.
1
3
%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-103
ROAD A PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:58:31 PM00 20 40
50 51 52 53
54
49
48474645
69
68 67 66
60
6465
1" = 10' VERTICAL
1" = 20' HORIZONTAL
2
3
10 8'45'ROW16
17
16
14
13
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
SITE PLAN KEY NOTES
1
2
3
5
10
SOOS CREEK TRAIL (BY OTHERS)9
11
6
NOT USED ON THIS SHEET
NOT USED ON THIS SHEETNOT USED ON THIS SHEET
16
17PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
14
12 NOT USED ON THIS SHEET
TYPE 1L CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
18
TYPE 2 CATCH BASIN W/ VANED
GRATE PER DETAIL ON SHEET
C-503 AND C-504
19
20
CROSSWALK PER COR STD PLAN 127
PER DETAIL SHEET C-50222
21
KEY MAP
NTS
1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
4544
42
37
41
54
464756
49
50
51
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
3456
8
11
12
14
1516
17
18192021
22
23 40
38
39
69
NTS
THIS SHEET
16
16
17
16
16
ROOF DRAIN
SYSTEM PER
STORM DRAINAGE
PLANS
RESIDENTIAL DRIVEWAY PER DETAIL
ON SHEET C-50226
26
22 25 NOT USED ON THIS SHEET
17
17
16
ROAD A
63 62 61
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
NOTE
INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE
10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506
16
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
TYPE 1 CATCH BASIN W/ SOLID ROUND
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 PER DETAIL SHEET C-501
4 5' SIDEWALK PER CITY OF RENTON
STANDARD DETAIL F005 ON SHEET C-501
4
4
4
4' ACCESS PATH W/ STAIRS
PER SHEET C-024 & C-634
10' PEDESTRIAN
ACCESS AND STORM
DRAINAGE TRACT
NOT USED ON THIS SHEET
8
7 SINGLE DIRECTION CURB RAMP
PER WSDOT STANDARD DETAIL
F-40.16-02 ON SHEET C-502
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
7
7
XXX X X X XXSDOHEOHEOHEOHEEEOHEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWWWWWWWGGGGGCOMMCOMMCOMMCOMMCOMM89+0025+00
26+00
27+00
28+00
10'ROAD A ALIGNMENT STA: 25+53.15
ALLEY ALIGNMENT STA: 89+64.82 1ENDS
S
S430430
4404504
6
0 4704404
4
0
4504604704504604704404704
8
0460
CB 1301CB 1201
CB 12
CB 36
CB 11
CB 10
99LF - 12" @ 8.37%
45LF - 12" @ 11.26%
3
5
L
F
-
1
2
"
@
1
3
.
6
6%
19LF - 12" @ 1.34%
18LF - 12" @ 1.13%
CB 45 ROUND LOCKING LID 10'5'R25'R24'R8'CB 4500
CB 4502
23LF - 12" @ 1.75%PT: 89+37.24
CB 9
5
4
L
F
-
1
2
"
@
1
2
.
7
6
%
24LF - 12" @ 1.68%
59LF - 12" CPEP @ 0.50%
CB 46
CB 4501
2%2%DW CL STA 27+38.99,
W = 30'
DW CL STA 27+81.99,
W = 20'
DW CL STA 27+77.14,
W = 13.5'
9LF - 12" CONCRETE PIPE @ 51.79%2101%CB 63
STA=28+80.26 19.00 L
RIM=479.10
12" INV W=475.50
12" INV E=475.50
PC: 24
+
0
7.
9
8
PT: 25+20.56PC: 26+87.57PT: 27+11.52PC: 28+19.45PT: 28+43.4049LF - 12" @ 14.09%
17LF - 12" @ 8.93%
CB 11A
STA=25+50.69 10.08 L
RIM=457.63
12" INV W=453.45
12" INV E=453.10
CB 13
ST
STSTCB 64
TYPE 2ST
STSTUDUDSTSTSTSTST
ST
18.4 LF @ 1.47%
66.7 LF @ 10.52%
24.5 LF @ 2.62%MATCH LINE STA 24+68430
435
440
445
450
455
460
465
470
475
480
485
490
430
435
440
445
450
455
460
465
470
475
480
485
490
447.52439.0824+70 448.16440.00451.36444.8025+00 454.57449.08457.77453.33460.97457.45464.17461.4026+00 467.27465.14470.00468.82472.36471.58474.34474.4727+00 475.94477.70477.17477.69478.02478.07478.50478.4928+00 478.84478.89479.19479.50479.7029+00 479.93FINISHED GRADE
EXISTING GRADE
CB 11, TYPE 1
ROAD A ALIGNMENT
STA=25+00.12 8.88,L
RIM=451.10
12" INV W=446.25
12" INV SE=446.25
CB 12, TYPE 1
ROAD A ALIGNMENT
STA=26+34.04 8.88,L
RIM=467.86
12" INV W=464.50
12" INV E=464.50
12" INV N=464.85
99LF - 12" CPEP
@
8
.
3
7
%
1.37%1.37%1.37%1.37%
HIGH PT STA = 27+96.27
HIGH PT ELEV = 478.45
PVI STA = 27+01.27
PVI ELEV = 477.15
K = 16.61
190' VC
BVCS: 26+06.27BVCE: 464.98EVCS: 27+96.27EVCE: 478.45MATCH EXISTING
STA 28+43.40
ELEV 479.09
SAN MH 1266-10RIM=448.85INV SE=434.50INV W=434.60SAN 246LF
-
8
"
@
-
1
1
.
9
3
%
SAN MH 1266-11
RIM=475.96
INV E=464.00
INV W=464.10
SAN 114LF - 8" @ -5.17%
SAN MH 1266-12
RIM=479.00
INV E=470.0066LF - 12
"
C
P
E
P
@
1
4
.
3
9
%
59LF - 12" CPEP @ 0.50%
CB 46, TYPE 2-54" DIA
W/FLOW SPLITTER
(SEE DETAIL, DWG C-506)
ROAD A ALIGNMENT
STA=25+68.04 9.83,L
RIM=459.86
12" INV E=455.00
12" INV W=455.00
17LF - 12" CPEP @ 8.93%
45LF - 12" CPEP @ 11.26%
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
87LF - 12" CPEP @ 2.82%
49LF - 12" CPEP @ 14.09%
CB 11A, TYPE 1
ROAD A ALIGNMENT
STA=25+50.69 10.08,L
RIM=457.63
12" INV W=453.45
12" INV E=453.10
CB 13, TYPE 1
ROAD A ALIGNMENT
STA=27+31.64 8.88,L
RIM=476.02
12" INV W=472.75
12" INV E=472.75
12" INV N=472.75
12" CROSSING
INV=472.40
RIM=467.91 NOT SET
INV W 12"CPEP=464.81
INV E 12"CPEP=464.81
INV N 12"CPEP=465.01
RIM=451.26 NOT SET
INV W 12"CPEP=447.66
INV SE 12"CPEP=447.66
RIM=459.43 NOT SET
INV E 12"CPEP=454.68
INV W 12"CMP=454.28
INV SE 12"CMP=454.68 CB 63, TYPE 1 W/ STD GRATE
ROAD A ALIGNMENT
STA=28+80.26 19.00,L
RIM=479.10
12" INV W=475.50
RIM=479.32
INV W 12"CPEP=475.66
45.9 LF @ 14.33%
34.5 LF @ 13.13
%
34.5 LF @ 13.13%34.5 LF @ 13.13%
64.6 LF @
1
6
.
3
1
%WWWWGSHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-104
SE 188TH ST (ROAD A)
PLAN & PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:59:04 PM00 20 40
54
1" = 10' VERTICAL
1" = 20' HORIZONTAL
20
16
16 16
16
17
30'ROW17.5'16
17
TYPE 1L CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
18
19
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
KEY NOTE SCHEDULE
1
2
3
4 5' SIDEWALK PER CITY OF RENTON
STANDARD DETAIL F005 ON SHEET C-501
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
14
15
TO5 12 NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
SAWCUT EXISTING PAVEMENT
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
KEY MAP
NTS
THIS SHEET
Circular block ref "_AEC_GRIPS_NONE"
1
713
9
28
10
33
25
31
24
2627
29
30
43
34
3536
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
345
6
8
11
12
14
151617181920
21
22
23 40
3839
69
SE 188TH ST
RESIDENTIAL DRIVEWAY PER DETAIL
ON SHEET C-50226
ROAD A 12.5'
WALL #3 WILL BE
REVIEWED
UNDER REVISION
TO THE BUILDING
PERMIT
#B14004908
ROAD A (SE 188TH S
T
)ALLEYCROSSWALK PER CITY OF RENTON
STANDARD PLAN 127. SEE SHEET
C-502
22
21
FLOW SPLITTER - TYPE 2 CATCH
BASIN W/ SOLID LOCKING LID PER
DETAIL PER SHEET C-505
21
16
619900-0099
JANDA
619900-0100
SANTOS
619900-0160
JANDA619900-0180
JANDA
16
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
NOTE
INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE
10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506
12:1 MAX
LANDING DETAIL
SCALE: 1"=5'
NOTE:
EXISTING CENTERLINE ROW IS
1' OFF CENTER OF EXISTING
PAVEMENT IN SE 188TH ST.
NOTE:
EXISTING CENTERLINE ROW IS
1' OFF CENTER OF EXISTING
PAVEMENT IN SE 188TH ST.
STA: 28+29.40
9.00' RT
6.26'5'6'6'
TERMINATE CONCRETE WALK
W/ ADA COMPLIANT CONCRETE
RAMP AND TRUNCATED DOMES
PER COR STANDARD DETAIL ON
SHEET C-501
478.80
478.70
478.50
478.60
478.50
479.00
479.10
CONTRACTOR TO FIELD VERIFY
EXISTING GRADES AND NOTIFY
ENGINEER OF DISCREPANCIES
PRIOR TO INSTALLATION
8
EXISTING 10' WIDE ROAD
EASEMENT
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
TYPE 1 CATCH BASIN W/ SOLID ROUND
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504CB 64 TYPE 2
STA: 27+90.76, 14.88 LT
RIM=478.82
12" IE S=473.04
12" IE E=473.04
12" IE W=473.04
CB 63
STA: 28+80.26, 19+00 L
RIM=479.10
12" IE E=474.50
12" IE W=474.50
SEE SHEET C-113 FOR
CONTINUATION
IE=477.5
17
TO27 28 NOT USED ON THIS SHEET
29 BEAM GUARDRAIL TYPE 31
(PER WSDOT STD PLAN C-20.10.03).
SEE SHEET C-302
30 SKT-TL2 BEAM GUARDRAIL FLARED
TERMINAL (PER WSDOT STD PLAN C-4b)
SEE SHEET C-302
END
STA
25+73.15
30
START/
END
STA
25+48.15
START/
END
STA
25+96.75
30START
STA
24+74.62
31 W6 X 8.5 X 6 STEEL POST
(PER WSDOT STD PLAN C-20.10.03)
SEE SHEET C-302
GUARDRAIL NOTE:
1.CONTRACTOR TO VERIFY LOCATION
OF BURIED UTILITIES PRIOR TO
POST CONSTRUCTION.
2.CONTRACTOR TO PROVIDE
GEOTECHNICAL
RECOMMENDATIONS FOR POST /
GEOGRID INTERFERENCE.
23
22
23
xxxxSE 191ST S
T
S01°
5
1'3
7"
W SSSSS12'16+0051+00
52+00
53+0063+0010'6'ROAD A STA: 16+23.22
ROAD B STA: 53+91.80S
390450
390390390
400
410420
430440450 410400
410420430440
390400
CB 24
CB 23
CB 22
CB 21
CB 19
CB 20
CB 15
CB 16
CB 1401
CB 14
24LF - 12" @ 1.05%50LF - 12" @ 5.02%98LF
-
1
2
"
@
4
.
7
0
%
83LF - 12" @ 14.41%
86LF - 12" @ 7.
3
1
%
57LF - 12" @ 5.80%26LF - 12" @ 0.49%24LF - 12" @ 2.32%
37LF - 12" @ 3.78%
CB 2
CB 38
99LF - 15" @ 0.51%51LF - 18" @ 3.16%22LF - 18"
@ 1.14%
CB 1
81LF - 12" @
1
6
.
9
6
%
CB 40
14LF - 12" @ 1.75%
88LF - 12" @
2
.
8
5
%
5'12'
43'
ROW
17.5'10'R25'
25'R25'R25'PC: 50+23.47PT: 51+61.77R25'
CB 201
36LF - 15" @ 1.38%
2%2%2%2%56LF - 12" @ 1.94%2%
2%
DW CL STA 15+30.58,
W = 18'
DW CL STA 15+72.42,
W = 18'
DW CL STA 52+49.33,
W = 18'
DW CL STA 52+09.41,
W = 18'DW CL STA 51+67.15,
W = 18'
DW CL STA 51+30.82,
W = 18'
DW CL STA 50+71.45,
W = 18'
DW CL STA 61+96.53,
W = 18'
DW CL STA 63+50.64,
W = 18'
DW CL STA 50+69.03,
W = 18'
STST
27LF - 12" @ 12.58%430436
43443242642842442242041841641441241040840640440239892LF - 1
2"
@ 0.
50
%
2%PT: 15+16.66PC: 16+21.03STST
ST STST
ST
ST
ST ST
STST
ST
ST
ST
ST STST
ST STSTSTST
STSTSTSTST
54.0 LF @ 2.26%
370
375
380
385
390
395
400
405
410
415
420
425
430
435
440
445
450
455
457.3049+50 456.23454.1350+00 436.55450.10435.06438.23432.80436.46429.79432.3651+00 426.13424.27422.38417.69418.63413.23414.88410.3552+00 411.13407.59407.38405.46403.63402.05400.34397.0253+00 398.12393.76396.95393.51396.84392.50391.6154+00 389.93FINISHED
GRADE
EXISTING GRADE
CB 22, TYPE 2 - 48"
ROUND SOLID LID
ROAD C ALIGNMENT
STA=62+69.39 21.40,R
RIM=436.41
12" INV NW=433.30
12" INV S=428.80
12" INV NE=428.80
98LF - 12" CPEP @ 4.70%
CB 21, TYPE 1
ROAD B ALIGNMENT
STA=51+14.25 14.87,R
RIM=427.34
12" INV SW=424.20
12" INV NE=424.20
83LF - 12" CPEP @ 14.41%
CB 20, TYPE 1
ROAD B ALIGNMENT
STA=51+94.17 14.88,R
RIM=415.36
12" INV SW=412.20
12" INV NW=412.20
86LF - 12" CPEP @ 7.31%
CB 14, TYPE 1
ROAD B ALIGNMENT
STA=53+65.70 17.18,R
RIM=396.33
12" INV SW=391.75
12" INV NW=393.87
12" INV NE=391.75
SAN MH 1266-4
RIM=396.79
INV SE=383.50
INV NW=383.60
INV SW=383.60
SAN 122LF -
8
"
@
-
7
.
8
4
%
SAN MH 1266-13
RIM=405.59
INV NE=393.20
INV SW=393.30
INV NW=393.30
SAN 99
L
F
-
8
"
@
-
1
3
.
4
6
%
SAN MH 1266-14
RIM=420.46
INV NE=406.65
INV SW=406.75
SAN 7
6
L
F
-
8
"
@
-
1
6
.
3
1
%
SAN MH 1266-15
RIM=431.28
INV NE=419.19
INV W=419.19
SAN 80LF - 8" @ -5.
1
2
%
SAN MH 1266-16
RIM=437.04
INV E=423.30
INV S=423.40
INV NW=423.40
37LF - 12" CPEP @ 3.78%
-15.00
%
-2.88%
2.00%PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71
PVI ELEV=395.88
LOW PNT STA=53+64.95
LOW PNT ELEV=396.76
K=5.9
VC=100.00'PVC 50+11.88ELEV 437.04PVT 51+11.88ELEV 428.10PVI STA=50+61.88
PVI ELEV=435.60
HIGH PNT STA=50+11.88
HIGH PNT ELEV=437.04
K=8.3
VC=100.00'PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71
PVI ELEV=395.88
LOW PNT STA=53+64.95
LOW PNT ELEV=396.76
K=5.9
VC=100.00'PVC 52+76.71ELEV 403.38PVT 53+76.71ELEV 396.88PVI STA=53+26.71
PVI ELEV=395.88
LOW PNT STA=53+64.95
LOW PNT ELEV=396.76
K=5.9
VC=100.00'
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
CB 15, TYPE 1
ROAD B ALIGNMENT
STA=52+80.21 14.34,R
RIM=402.48
12" INV NE=398.00
12" INV NW=398.00
RIM=402.68
INV NE 12"CPEP=397.93
INV NW 12"CPEP=398.03
RIM=415.51
INV SW 12"CPEP=412.34
INV NW 12"CPEP=412.26
RIM=427.47
INV SW 12"CPEP=424.17
INV NE 12"CPEP=424.17
RIM=436.57
INV NW 12"CPEP=433.07
INV S 12"CPEP=428.70
INV NE 12"CPEP=428.70
99 LF @ 4.57%
83.4 LF @ 14.19%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-105
ROAD B PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 3:59:30 PM00 20 40
34
33 35
2
34567
1" = 10' VERTICAL
1" = 20' HORIZONTAL45'ROW29.5'16
16
16
16
16
16
16
17
20
20
16
16
16
17
18
19
20
22
21
SAWCUT EXISTING PAVEMENT
CURB RAMP PER WSDOT STANDARD PLAN
F-40.12 PER DETAIL SHEET C-501
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 ON SHEET C-501
SINGLE DIRECTION CURB RAMP
PER WSDOT STANDARD DETAIL
F-40.16-02 ON SHEET C-502
SITE PLAN KEY NOTES
1
2
3
4
5
6
7
10
5' SIDEWALK PER CITY OF RENTON
STANDARD DETAIL F005 ON SHEET C-501
NOT USED ON THIS SHEET
9
RIPRAP PAD PER KCSWDM TABLE 4.2.2.A.
MAX STONE SIZE: 24"
MEDIAN STONE SIZE: 16"
MIN STONE SIZE: 4"
RIPRAP SHOULD BE REASONABLY WELL
GRADED
PAD SIZE PER PLAN VIEW
11
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
14
NOT USED ON THIS SHEET15
12
8 CURB RAMP PER WSDOT STANDARD
DETAIL F-40.15-02 ON SHEET C-501
23
NOT USED ON THIS SHEET24
25 1.5' WIDE GUTTER WITH 2" DEPTH
FLOW LINE
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
KEY MAP
NTS
THIS SHEET
1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
3456
8
11
12
1415161718192021
22
23 40
3839
69
17
ROOF DRAIN SYSTEM PER
STORM DRAINAGE PLANS
ROAD B
ROAD AALLEYROAD B STA: 52+66.54
ALLEY STA: 80+00.00
72
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
NOTE
INSTALL 1 PIPE ANCHOR PER 50' FOR PIPES ABOVE
10% SLOPE PIPE ANCHOR DETAIL PER SHEET C-506
20
17
20
20
REFER TO SHEET C-204
FOR STORM PROFILE
CONTINUATION
REFER TO SHEET C-204
FOR CONTINUATION
REFER TO SHEET C-204
FOR STORM PROFILE
CONTINUATION
8
CB 39
CB 18
10
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
TYPE 1 CATCH BASIN W/ SOLID ROUND
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504
CROSSWALK PER COR STD PLAN 127
ON DETAIL SHEET C-502
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
5
123RD AVE SETract F
XX D MHRIM=432.76INV E,18"CONC=428.51INV W,18"CONC=428.76D CBRIM=420.23INV E,18"CONC=411.57INV W,18"CONC=411.65SDSDSDSDSDSDSDSDSDSDSDSDSDSDEEEEEEEEGGCOMMCOMMCOMMWSS
S
SS60+00
61+00
62+00
63+00
64+00
65+00
2
01
+
00
201+91.01
10'10'6'
PROPOSED ROW 9'UDUDUDUDUDUDROAD B STA: 50+00.00
ROAD C STA: 62+79.38
ROAD C ALIGNMENT STA: 60+00.00
SE 192ND STREET
ROAD C ALIGNMENT STA: 64+71.34
SHARED DRIVEWAY LOT 14 17 STA: 201+41.01
450
450450 460
4
70
440
450
450
460
440 450 460460460
SHARED ACCESS
PER SHEET C-112
CB 25
CB 2501
CB 24
CB 23
CB 22
CB 3001
CB 30
128LF - 12" @ 9.25%
116LF -
1
2
"
@
8
.
2
6
%
24LF - 12" @ 1.05%
50LF - 12" @
5
.
0
2
%
123LF - 1
2
"
@
0
.
5
0
%33LF - 12" @ 0.55%24LF - 12" @ 0.63%10'
CB 29 10'29.5'9'R25'R25'R25'R28'
R28'
PC: 50+23.47PC: 61+82.36PT: 63+62.11PC: 64+66.55PC: 200+44.53PT: 201
+
1
5.
7
3
CB 2901
R25'5'8'2%2%2%DW CL STA 60+75.91,
W = 18'
DW CL STA 61+16.25,
W = 18'
DW CL STA 61+56.17,
W = 18'
DW CL STA 61+96.53,
W = 18'
DW CL STA 62+73.49,
W = 18'
DW CL STA 63+35.61,
W = 18'
DW CL STA 65+47.98,
W = 18'
DW CL STA 64+76.83,
W = 18'
DW CL STA 64+28.94,
W = 18'
DW CL STA 63+89.21,
W = 18'
DW CL STA 63+50.64,
W = 18'20'TRACT436
24LF - 12" @ 1.06%
92LF - 12
"
@
0
.
5
0
%
CB 2601
ST
ST
STST
STSTSTSTST
ST
ST
STST STSTSTSTST
S
T
ST
ST
ST
ST
ST ST
122.8 LF @ 0.42%MATCH LINE STA 65+60410
415
420
425
430
435
440
445
450
455
460
465
470
475
480
433.79433.50441.51433.67444.3861+00 433.88446.42434.10448.75434.31450.48434.64453.2562+00 435.22453.94436.06454.16437.16454.30438.51453.4963+00 440.12443.96441.99445.38444.12445.39446.38447.0764+00 448.65452.32450.91456.80453.18464.24455.45466.7365+00 457.71469.69459.98472.4865+50
9.06%
0.85%PVT 60+84.64ELEV 433.54PVI STA=60+59.64
PVI ELEV=433.33
LOW PNT STA=60+75.21
LOW PNT ELEV=433.50
K=11.1
VC=50.00'PVC 61+76.32ELEV 434.32PVT 63+76.32ELEV 444.24PVI STA=62+76.32
PVI ELEV=435.17
LOW PNT STA=61+76.32
LOW PNT ELEV=434.32
K=24.3
VC=200.00'
EXISTING GRADE
FINISHED GRADE
CB 30, TYPE 1
ROAD C ALIGNMENT
STA=60+59.75 22.75,R
RIM=433.01
12" INV N=429.87
12" INV W=429.87
123LF - 12" CPEP @ 0.50%
50LF - 12" CPEP @ 5
.
0
2
%
CB 23, TYPE 1
ROAD C ALIGNMENT
STA=63+15.93 14.88,R
RIM=439.12
12" INV SW=435.80
12" INV SE=435.80
CB 24, TYPE 1
ROAD C ALIGNMENT
STA=63+15.93 8.88,L
RIM=439.24
12" INV NW=436.05
12" INV NE=436.05
116LF - 12" CP
E
P
@
8
.
2
6
%
CB 22, TYPE 2 - 48"
ROUND SOLID LID
ROAD C ALIGNMENT
STA=62+69.39 21.40,R
RIM=436.41
12" INV NW=433.30
12" INV S=428.80
12" INV NE=428.80
CB 25, TYPE 1
ROAD C ALIGNMENT
STA=64+33.13 8.92,L
RIM=449.11
12" INV N=445.60
12" INV SE=445.60
12" INV NE=445.60
128LF - 12" C
P
E
P
@
9
.
2
5
%
SAN MH 1266-16
RIM=437.04
INV E=423.30
INV S=423.40
INV NW=423.40
SAN 232LF - 8" @ 0.43%
SAN 196LF - 8" @
-
7
.
5
9
%
SAN MH 1266-19
RIM=452.73
INV SE=438.30
INV N=438.40
INV SW=438.40
SAN 106LF
-
8
"
@
-
1
1
.
2
0
%
CB 29, TYPE 1
ROAD C ALIGNMENT
STA=61+82.36 14.75,R
RIM=434.08
12" INV S=429.26
12" INV N=429.26
12" INV W=430.75
92LF - 12" @ 0.50%SEE DRAWINGS C-201 TO C-205 FOR
ADDITIOANL STORM PROFILES
RIM=433.11
INV N 12"CPEP=429.81
INV W 12"CPEP=429.81
RIM=434.11
INV S 12"CPEP=429.29
INV N 12"CPEP=429.29
INV W 12"DI=431.11
RIM=439.01
INV W 12"CPEP=435.94
INV SE 12"CPEP=435.94
RIM=439.24
INV NW 12"CPEP=436.13
INV E 12"CPEP=436.13
RIM=449.22
INV N 12"CPCP=445.67
INV SE 12"CPEP=445.57
INV NE 12"CPEP=445.67
RIM=436.57
INV NW 12"CPEP=433.07
INV S 12"CPEP=428.70
INV NE 12"CPEP=428.70
122.8 LF @ 0.42%91.7 LF @ 0.64%
49.5 LF @ 5.80%
115 LF @ 8.21%
128.1 LF @ 9.
0
4
%
410
415
420
425
430
435
440
445
450
455
460
465
470
475
480
435.45435.4560+00 434.60434.92433.79439.75PVIS: 60+00.00PVIE: 435.45-3.32%-3.66%PVC 60+34.64ELEV 434.24PVI STA=60+59.64
PVI ELEV=433.33
LOW PNT STA=60+75.21
LOW PNT ELEV=433.50
SAN MH 1266-17
RIM=433.87
INV N=424.40
INV W=424.50
STA 60+35.53
ELEV 433.95
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-106
ROAD C PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:00:21 PM00 20 40
8
9
10
11
12
13
OPEN
SPACE
TRACT
32
31
30
29
18
17
19
CITYOF KENTCITY OF RENTONCITYOF KENTCITY OF RENTON1" = 10' VERTICAL
1" = 20' HORIZONTAL
1
2
6
7
3
10
3
10
16
16
16
16
16
16
16
45'ROW5'20
6
13
14
22
SAWCUT EXISTING PAVEMENT
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 ON SHEET C-501
SITE PLAN KEY NOTES
1
2
3
4
5
6 CURB RAMP PER WSDOT STANDARD
DETAIL F-40.14-02 ON SHEET C-501
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
SINGLE DIRECTION CURB RAMP
PER WSDOT STANDARD DETAIL
F-40.16-02 ON SHEET C-502
7
9
8 NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY
WEISMAN DESIGN GROUP
10
11 NOT USED ON THIS SHEET
12 NOT USED ON THIS SHEET
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
13
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
14
15
16
TO17 19
22
NOT USED ON THIS SHEET
23
NOT USED ON THIS SHEET24
25
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
KEY MAP
NTS
THIS SHEET
1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
4544
42
37
41
54
464756495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
3456
8
1112
1415161718192021
2223 40
3839
69
16
ROOF DRAIN SYSTEM PER
STORM DRAINAGE PLANS
ROAD C
OPEN SPACE TRACT 3334
26 "CLICK 2 ENTER" EMERGENCY VEHICLE
ACCESS GATE 20' MIN. WIDTH. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
CONTRACTOR TO COORDINATE WITH CITY
OF RENTON FIRE AND EMERGENCY
SERVICES PRIOR TO INSTALLATION AND
COMPLETION OF TESTING AND OPERATION.
26
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
10' UTILITY
EASEMENT
NOT USED ON THIS SHEET
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
CROSSWALK PER COR STD
PLAN 127
ON DETAIL SHEET C-502
20 TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504
21 NOT USED ON THIS SHEET
Tract G S89°08'33"EN01°55'57"E150.01'SS
UD
UD
UD
UD UD
UDUD UD UD
66+00 67+0071+0071+15.5010'6'
ROAD C STA: 66+80.00
ROAD D STA: 71+15.50
ROAD C A
L
I
G
N
M
E
N
T
S
T
A
:
6
4
+
7
1
.
3
4
SHARED
D
R
I
V
E
W
A
Y
L
O
T
1
4
1
7
S
T
A
:
2
0
1
+
4
1
.
0
1
480
46
0
470
480
460460460
4
7
0
470
476
460
450
CB 2801CB 28
CB 27
CB 26
24LF - 12" @ 1.05%55LF - 12" @ 4.51%102LF - 12" @ 6.46%
5'
10'R25'R25'PT: 66+23.302%2%2%
DW CL STA 65+47.98,
W = 18'
DW CL STA 65+88.33,
W = 18'DW CL STA 66+17.48,
W = 18'
DW CL STA 67+34.69,
W = 18'
DW CL STA 67+34.96,
W = 18'
DW CL STA 66+95.03,
W = 18'
DW CL STA 66+54.59,
W = 18'DW CL STA 66+12.51,
W = 18'
24LF - 12" @ 1.05%74LF - 12" CPEP @ -7.25%CB 2601 UDSTSTSTST
STSTSTSTSTMATCH LINE STA 65+60440
445
450
455
460
465
470
475
480
485
490
495
500
440
445
450
455
460
465
470
475
480
485
490
495
500
459.98472.4865+50 462.25471.55464.40469.4166+00 466.23470.17467.75470.49468.95470.63469.83473.5667+00 470.38476.65470.63479.43479.32477.8068+00 476.1168+12PVIS: 67+54.63PVIE: 470.65PVIS: 67+54.63PVIE: 470.65PVC 65+78.88ELEV 462.60PVT 67+46.40ELEV 470.61PVI STA=66+62.64
PVI ELEV=470.19
HIGH PNT STA=67+46.40
HIGH PNT ELEV=470.61
K=19.6
VC=167.51'
FINISHED GRADE
EXISTING GRADE
CB 26, TYPE 1
ROAD C ALIGNMENT
STA=65+61.80 14.88,R
RIM=460.65
12" INV N=457.40
12" INV S=457.40
12" INV W=457.40
102LF - 12" CPEP @
6
.
4
6
%
CB 27, TYPE 1
ROAD C ALIGNMENT
STA=66+67.82 14.88,R
RIM=468.21
12" INV W=464.00
12" INV S=464.00SAN MH 1266-20RIM=462.19INV S=450.22INV N=450.32SAN 212LF - 8" @ -4.29%SAN MH 1266-21RIM=472.51INV S=459.40INV N=459.40SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
RIM=460.75
INV N 12"CPEP=457.58
INV S 12"CPCP=457.25
INV W 12"DI=457.40
RIM=468.42
INV W 12"CPEP=464.10
INV S 12"CPEP=463.84
102.3 LF @ 6.12%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-107
ROAD C PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:01:10 PM00 20 4020212223
OPEN
SPACE
TRACT
2425262728
1" = 10' VERTICAL
1" = 20' HORIZONTAL
16
16
19
1645'ROW5
22
14
13
3
610'10'6'10
2
8'5'3
10
PROPOSED
ROW
NOT USED ON THIS SHEET20
22
NOT USED ON THIS SHEET21
NOT USED ON THIS SHEET23
NOT USED ON THIS SHEET24
25
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
16
NOT USED ON THIS SHEET17
NOT USED ON THIS SHEET18
19
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
SITE PLAN KEY NOTES
1
2
3
4
5
6
7
10
NOT USED ON THIS SHEET9
NOT USED ON THIS SHEET11
13
14
15
NOT USED ON THIS SHEET12
8 NOT USED ON THIS SHEET
TYPE 2 CATCH BASIN W/ VANED
GRATE PER DETAIL ON SHEET
ON SHEET C-503 AND C-504
CROSSWALK PER COR STD PLAN 127
ON SHEET C-502
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
NOT USED ON THIS SHEET
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.12-02 ON SHEET C-501
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 ON SHEET C-501
5' SIDEWALK PER CITY OF RENTON STANDARD
DETAIL F005 ON SHEET C-501
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.14-02 ON SHEET C-501
KEY MAP
NTS
THIS SHEET 1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
3
45
6
8
11
12
1415161718192021
22
23 40
3839
69
ROAD CROAD DIN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
CB #260116
NOT USED ON THIS SHEET
Tract GX X X X X X X
SS SS SS SS
SEWER MANHOLE
RIM=482.64
INV E,8"PVC=476.84
INV W,8"PVC=476.48
WWSUDUDUDUDUDUDUDUD66+0067+0071+00 71+15.50
10'6'480 460470460460470
470480476CB 2801
CB 28
CB 27
CB 2624LF - 12" @ 1.05%55LF - 12" @ 4.51%102LF - 12" @ 6.46%5'10'R25'
R25'PT: 66+23.302%
2%2%DW CL STA 65+47.98,
DW CL STA 65+88.33,
W = 18'
DW CL STA 66+17.48,
W = 18'
DW CL STA 67+34.69,
W = 18'
DW CL STA 67+34.96,
W = 18'
DW CL STA 66+95.03,
W = 18'
DW CL STA 66+54.59,
W = 18'
DW CL STA 66+12.51,
W = 18'
24LF - 12" @ 1.05%
74LF - 12" CPEP @ -7.25%
ST
STSTSTSTST440
445
450
455
460
465
470
475
480
485
490
495
500
440
445
450
455
460
465
470
475
480
485
490
495
500
482.4369+50 481.87480.76480.7670+00 478.86480.73475.64479.78471.89477.97469.31474.1671+00 71+50
FINISHED
GRADE
EXISTING
GRADE
CB 28, TYPE 1
ROAD B ALIGNMENT
STA=52+18.17 401.19,L
RIM=471.50
12" INV N=468.15
12" INV E=466.50
-15.00
%PVC 70+77.48ELEV 471.52PVT 71+14.53ELEV 469.13PVI STA=70+96
PVI ELEV=468.74
LOW PNT STA=71+10.01
LOW PNT ELEV=469.08
K=2.2
VC=37.05'PVC 70+02.69ELEV 480.62PVT 70+47.31ELEV 476.05PVI STA=70+25
PVI ELEV=479.39
HIGH PNT STA=70+02.69
HIGH PNT ELEV=480.62
K=4.7
VC=44.63'
55LF - 12" CPEP @ 4.51%
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
STA 70+00.00
I.E.=473.76
WITH CAP
74LF - 12" CP
E
P
@
7
.
2
5
%
RIM=471.54
INV N 12"DI=468.32
INV E 12"CPEP=466.87
55.6 LF @ 4.99%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-108
ROAD D PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:01:58 PM00 20 40
23
22
24
25
26
27
28
21
20
UNDERDRAIN SYSTEM PER
STORM DRAINAGE PLANS
1" = 10' VERTICAL
1" = 20' HORIZONTAL45'ROW2 8'16
16
5
6
22
3
PROPOSED
ROW
13
14
10
NOT USED ON THIS SHEET20
22
NOT USED ON THIS SHEET21
NOT USED ON THIS SHEET23
NOT USED ON THIS SHEET24
25
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
16
NOT USED ON THIS SHEET17
NOT USED ON THIS SHEET18
19
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
SITE PLAN KEY NOTES
1
2
3
4
5
6
7
10
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET9
NOT USED ON THIS SHEET11
13
14
NOT USED ON THIS SHEET15
NOT USED ON THIS SHEET12
8 NOT USED ON THIS SHEET
NEW LANDSCAPING
SEE LANDSCAPE PLANS BY WEISMAN
DESIGN GROUP
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
19
KEY MAP
NTS
THIS SHEET 1
713
9
28
10
33
25
31
24
2627
2930
43
34
3536
32
45
44
42
37
41
54
464756
495051
48
53
55
57
59
52
58
61
63
60
65
67
62
70
64
66
68
2
345
6
8
11
12
1415161718192021
22
23 40
3839
69
PROPERTY LINE
ROAD C ALIGNMENT STA: 66+80.00
ROAD D ALIGNMENT STA: 71+15.50
BEGIN ROAD D ROAD CROAD D
EX. 30' ACCESS AND
UTILITY EASEMENT
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
5'8'5'5'CROSSWALK PER COR STD PLAN 127
ON SHEET C-502
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.12-02 ON SHEET C-501
5' SIDEWALK W/ 8' LANDSCAPE STRIP
PER CITY OF RENTON STANDARD
DETAIL F005.1 ON SHEET C-501
CURB RAMP PER WSDOT STANDARD
DETAIL F-40.14-02 ON SHEET C-501
NOT USED ON THIS SHEET
NOT USED ON THIS SHEET
S
E
1
9
1
S
T
S
T Trac
t
H20' SharedAccess Tract ETract MN01°
5
5
'
5
7
"
E
SUD
UDUD
UD
UD
81+00
82+00
83+00
84+00
85+00
5
2
+
0
0
5
3
+
0
0 400+00400+65.029'ROAD A
STA
:
16+23
.22ROAD B
STA
:
5
3+
91
.80SS
410 4204304404
4
0
450
41
0
420430410
420
410
420
430
440
450
41
0400
420
410
CB 33
CB 32
CB 19
CB 31
CB 15
CB 16
199LF
-
1
2
"
@
4
.
7
7
%
88LF -
1
2
"
@
4
.
5
4
%
87LF - 1
2
"
@
5
.
1
7
%
114LF - 12"
@
5
.
6
9
%
57LF - 12" @ 5.80%
8
1
L
F
-
1
2
"
@
1
6
.
9
6%
CB 40
14LF - 12" @ 1.75%
9'R25'25'PT: 83+42.055'
85LF - 12" @ 5.89%
CB 17
56LF -
1
2
"
@
1
.
9
4
%STST27LF - 12" @ 12.58%
CB 3101
412
410
408
406
404
402 STST
ST
S
T
ST
STSTST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
STSTSTSTSTSTSTSTSTST
ST STSTSTSTSTSTSTSTMATCH LINE STA 85+43380
385
390
395
400
405
410
415
420
425
430
435
440
445
450
380
385
390
395
400
405
410
415
420
425
430
435
440
445
450
399.4779+75 404.90403.2180+00 404.71405.77404.72408.39405.66409.87407.08415.0081+00 408.50418.55409.92419.35411.34423.86412.76429.3782+00 414.18430.52415.60432.86417.02435.36418.44438.5083+00 419.86438.82421.21436.03422.41437.95423.53436.0684+00 424.66435.75425.78437.41426.91441.90428.03442.5385+00 429.16438.29430.28434.8985+50
-0.75%
5.68%
4.50%GRADE BREAK STA = 80+00.00ELEV = 404.901PVI STA: 80+54.56
PVI ELEV: 404.49
K: 6.22
LVC: 40.00
BVCS: 80+34.56BVCE: 404.64EVCS: 80+74.56EVCE: 405.63PVI STA: 83+50.00
PVI ELEV: 421.28
K: 42.31
LVC: 50.00
BVCS: 83+25.00BVCE: 419.86EVCS: 83+75.00EVCE: 422.41-0.75%
5.68%
4.50%GRADE BREAK STA = 80+00.00ELEV = 404.901PVI STA: 80+54.56
PVI ELEV: 404.49
K: 6.22
LVC: 40.00
BVCS: 80+34.56BVCE: 404.64EVCS: 80+74.56EVCE: 405.63PVI STA: 83+50.00
PVI ELEV: 421.28
K: 42.31
LVC: 50.00
BVCS: 83+25.00BVCE: 419.86EVCS: 83+75.00EVCE: 422.41FINISHED GRADE
EXISTING GRADE
CB 32, TYPE 1
ALLEY ALIGNMENT
STA=83+85.70 9.25,R
RIM=422.70
12" INV N=419.50
12" INV S=419.50
88LF - 12" CPEP @ 4.54
%
CB 33, TYPE 1
ALLEY ALIGNMENT
STA=84+73.80 9.25,R
RIM=426.66
12" INV N=423.50
12" INV S=423.50
SAN 100LF - 8" @ 2.58%
CB 31, TYPE 1
ALLEY ALIGNMENT
STA=82+10.25 9.25,R
RIM=413.14
12" INV N=410.00
12" INV SE=410.00
87LF - 12" CPEP @ 5.17
%
114LF - 12" CPEP @ 5.
6
9
%
CB 3101, TYPE 1
ALLEY ALIGNMENT
STA=82+97.50 9.25,R
RIM=418.10
12" INV N=415.00
12" INV S=415.00
85LF - 12" CPEP @
5
.
8
9
%
CB 17, TYPE 1
ALLEY ALIGNMENT
STA=80+93.59 4.08,R
RIM=406.57
12" INV SE=402.25
12" INV NW=403.50
56LF - 12" CPEP @ 1.94%
CB 40, TYPE 1 W/ SOLID LID
ALLEY ALIGNMENT
STA=80+36.55 5.30,R
RIM=404.35
12" INV NW=401.16
12" INV SE=401.23
SAN MH 1266-27
RIM=427.47
INV N=419.47
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
SD CB 18
STA=16+28.13 116.59 L
RIM=403.39
12" INV SW=397.89
12" INV NE=396.75
12" INV NW=397.89
27LF - 12" CPEP @ 12.58%RIM=404.55
INV NW 12"CPEP=401.87
INV SE 12"CPEP=401.87
RIM=406.63
INV SE 12"CPEP=403.03
INV NW 12"CPEP=403.03
RIM =412.41 NOT SET
INV NW 12"CPEP=409.51
INV SE 12"CPEP=409.41
RIM=417.62 NOT SET
INV N 12"CPEP=414.37
INV S 12"CPEP=414.32
RIM=422.22 NOT SET
INV N 12"CPEP=419.17
INV S 12"CPEP=419.17
RIM=425.97 NOT SET
INV N 12"CPEP=423.29
INV S 12"CPEP=423.27
27.2 LF @ 15.69%
56.8 LF @ 2.04%
114.5 LF @ 5.57%
84.6 LF @ 5.69%
86.9 LF @ 5.52%
88.2 LF @ 4.65%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-109
ALLEY PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:02:28 PM00 20 40
35
36
37 38 39 40 41
42
43 44 45
OPEN
S
P
A
C
E
T
R
A
C
T
58
57
1" = 10' VERTICAL
1" = 20' HORIZONTAL
17
16
13
14
20'ROW10'10'25
26
TO1 12 NOT USED ON THIS SHEET
13
14
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
15 NOT USED ON THIS SHEET 16
17
18
20
NOT USED ON THIS SHEET19
TO21 24 NOT USED ON THIS SHEET
25
ALLEY
RETAINING WALL PER WALL
SHEETS
72
71
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG10' UTILITYEASEMENT17 10' UTILITYEASEMENTCB 39 20
CB 1820
8" INV W=401.73
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
TYPE 1 CATCH BASIN W/ SOLID ROUND
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
TYPE 1L CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL ON SHEET
C-503 AND C-504
TYPE 2 CATCH BASIN W/ SOLID
LOCKING LID PER DETAIL PER SHEET
C-503 AND C-504
17
FIT WITH OPEN CURB
FACE FRAME AND GRATE
CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
26 OPEN CURB FACE FRAME AND GRATE PER COR
STANDARD DETAIL 203.00. SEE SHEET C-501
CONTRACTOR TO SHIFT GRADE RING FOR RIM
GRATE. MATCH CURB
4' ACCESS TRACT W/
STAIRS PER SHEET
C-024 & C-634
19
0.25'
8 " INV W = 410.00
WALL 6 DRAIN
CONNECTION
20' SharedAccess Tract DTract NWWWWWWWW1090.70'384.91'N88°48'44"W584.04'103.10'S
S
10'
UD
UDUD
UD
UD
86+00
87+00
88+00
89+00
24+00 25+0026+00500+00500+65.1710'UD UD UD UD
SS
430
430430
4
4
0
450
460
470
44
0440
44044044
0
440
44
0
45
0
460
44045
0
460
470
430440450420
430
430
44
0
420
47
0
460
CB 1201
CB 12
CB 36
CB 11
CB 10
CB 34
CB 8
CB 6
45LF - 12" @ 11.26%
35LF -
1
2
"
@
1
3
.
6
6
%
139LF - 12" @ 5.83%
18LF - 12" @ 1.13%
110LF - 12"
@
8
.
3
4
%
199LF - 12" @ 4
.
7
7
%
CB 42
CB 45 ROUND LOCKING LID10'5'R25'R24'R8'
127LF - 12" @ 12.91%
CB 4500
CB 4502
23LF - 12" @ 1.75%PC: 86+94.69PT: 87+58.14PC: 88+51.25PT: 89+37.24CB 9
54LF
-
1
2"
@
1
2.
7
6
%
24LF - 12" @ 1.68%
CB 35
66LF - 12" @ 5.11%
CB 46
CB 4501
2%
1%
ST
PC: 24+07.98PT: 25+20.5649LF - 12" @ 14.09%
17LF - 12" @ 8.93%
CB 11A
STA=25+50.69 10.08 L
RIM=457.63
12" INV W=453.45
12" INV E=453.10
ST
ST
ST
ST
ST
ST
ST
ST
STSTST
STSTST
ST
STSTSTSTST STSTSTSTSTSTSTST
STSTSTSTSTSTSTST
ST
ST
STSTST
18.4 LF @ 1.47%
66.7 LF @ 10.52%
24.5 LF @ 2.62%MATCH LINE STA 85+43400
405
410
415
420
425
430
435
440
445
450
455
460
400
405
410
415
420
425
430
435
440
445
450
455
460
430.28434.8985+50 431.41440.92432.53444.2286+00 433.66443.88434.82441.63436.15439.59437.64443.3987+00 439.30444.88441.12443.45443.11441.50445.27444.1188+00 447.59447.83450.04447.06452.49449.39454.64453.5989+00 456.34455.37457.58452.85458.14453.8289+64
EXISTING GRADE
FINISHED
GRADE
199LF - 12" CPEP @ 4.7
7
%
CB 34, TYPE 1
ALLEY ALIGNMENT
STA=86+73.00 9.25,R
RIM=435.84
12" INV N=433.00
12" INV S=433.00
110LF - 12" CP
E
P
@
8
.
3
4
%
CB 36, TYPE 1
ALLEY ALIGNMENT
STA=88+46.75 9.25,R
RIM=449.52
12" INV S=445.60
SAN MH 1266-26
RIM=431.98
INV S=416.89
INV N=416.89
INV E=416.92
SAN 104LF
-
8
"
@
-
1
1
.
7
4
%
9.82%
3.97%PVC 86+32.39ELEV 433.99PVT 88+32.39ELEV 448.31PVI STA=87+32.39
PVI ELEV=438.49
LOW PNT STA=86+32.39
LOW PNT ELEV=433.99
K=37.6
VC=200.00'PVC 88+71.16ELEV 452.11PVT 89+51.16ELEV 457.63PVI STA=89+11.16
PVI ELEV=456.04
HIGH PNT STA=89+51.16
HIGH PNT ELEV=457.63
K=13.7
VC=80.00'
CB 35, TYPE 1
ALLEY ALIGNMENT
STA=87+37.50 9.25,R
RIM=439.97
12" INV N=436.40
12" INV S=436.40
66LF - 12" CPEP @ 5.
1
1
%
SAN MH 1266-28
RIM=437.08
INV S=429.08
SEE DRAWINGS C-201 TO C-205 FOR
ADDITIONAL STORM PROFILES
RIM=435.20 NOT SET
INV N 12"CPEP=432.75
INV S 12"CPEP=432.75
RIM=439.50 NOT SET
INV NW 12"CPEP=435.75
INV S 12"CPEP=435.75
RIM=449.01 NOT SET
INV SE 12"CPEP=445.65
199.5 LF @ 4.74%
66.2 LF @ 4.53%
110.5 LF @ 8.96
%
SHEET CONTENTS
DO NOT SCALE DRAWINGS
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
These documents shall not be used for anypurpose or project for which it is not
intended. Mead & Hunt shall be indemnified bythe client and held harmless from all claims,damages, liabilities, losses, and expenses,including attorneys' fees and costs, arising out ofsuch misuse or reuse of the documents. Inaddition, unauthorized reproduction of thesedocuments, in part or as a whole, is prohibited.
SHEET NO.
Mead & Hunt, Inc.
9600 NE Cascades Parkway,
Suite 100
Portland, OR 97220
phone: 503-548-1494
meadhunt.com
CITY OF RENTON, WASHINGTONCANYON TERRACESUBDIVISIONSUMMIT HOMES4270600-132332.01
SEPT 1, 2016
AS BUILT REVISIONS
APRIL 25, 2017
C-110
ALLEY PLAN &
PROFILE
DAS
CAJ
LGK
X:\4270600\132332.01\TECH\CAD\AS-BUILTS\CANYON TERRACE ROAD PLAN AND PROFILE _ AS BUILTS.DWG4/25/2017 4:02:57 PM00 20 40
ALLEY
5556
46 47 48 49 50 51
52
53
54
1" = 10' VERTICAL
1" = 20' HORIZONTAL20'TRACT10'10'26
14
25
16
13
14
NOT USED ON THIS SHEET15
PROPOSED WATER SYSTEM PER
SOOS CREEK WATER AND SEWER
DISTRICT PLANS
PROPOSED SANITARY SEWER
SYSTEM PER SOOS CREEK WATER
AND SEWER DISTRICT PLANS
TO17 24 NOT USED ON THIS SHEET
TO1 12 NOT USED ON THIS SHEET
UNDERDRAIN SYSTEM PER
STORM DRAINAGE PLANS
ROOF DRAIN SYSTEM PER
STORM DRAINAGE PLANS
16
26
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
CALL 811 OR 1-800-424-5555
48 HOURS BEFORE YOU DIG
9'9'
TYPE 1 CATCH BASIN W/ VANED GRATE
DETAIL PER DETAIL ON SHEET C-503
AND C-504
FIT WITH OPEN CURB
FACE FRAME AND GRATE
FIT WITH OPEN CURB
FACE FRAME AND GRATE
25 CEMENT CONCRETE VERTICAL CURB
AND GUTTER PER DETAIL SHEET C-501
26 OPEN CURB FACE FRAME AND GRATE PER COR
STANDARD DETAIL 203.00. SEE SHEET C-501
CONTRACTOR TO SHIFT GRADE RING FOR RIM
GRATE. MATCH CURB
4' ACCESS TRACT W/
STAIRS PER SHEET
C-024 & C-634
0.25'
22
23