HomeMy WebLinkAboutP_Civil_StairsConstruction_Plans_180927_v1.pdfxFUTURE SOOS CRE
E
K
T
R
A
I
L
x x
x xxxxxxxx124TH AVE SE
SE 191ST ST123R
D
A
V
E
S
E
NGPA
Tract L
Tract GTract H20' SharedAccess Tract E20' SharedAccess Tract DTract CTract FTract MTract NUDUDC.O.59 60 61 62
63 64 65 66 67 68 69 70
NGPA
TRACT L
TRACT B -
STORM WATER FACILITY
WATER QUALITY AND
FLOW CONTROL POND
1
2
3
4
5
6
7
OPEN
SPACE
TRACT J
OPEN
SPACE
TRACT K
OPEN
SPACE
TRACT K
89101112
13
14151617181920212223
24 25 26 27 28 29
30
31
32
33
34
OPEN
SPACE
TRACT I
OPEN
SPACE
TRACT I
35
36
37
38
39404142434445464748495051
52
53
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55 56
57 58
XXXXXX XXXXXSSSS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSS SST.L. NO. 619900-0262
T.L. NO. 619900-0060
T.L. NO. 619900-0060
T.L. NO. 619900-0127 T.L. NO. 619900-0210 T.L. NO. 619900-0205 T.L. NO. 619900-0200
T.L. NO. 619900-0220
T.L. NO. 619900-0220
T.L. NO. 619900-0220
T.L. NO. 3323059057
T.L. NO. 619900-0127
T.L. NO.
619900-0180
T.L. NO.
332305-9073
TAX PARCEL
#3323059010
72
71
122.88' - 12" @ 0.50%32.69' - 12" @ 0.55%UD
OPEN
SPACE
TRACT K
89 XXXXSS
SSSEWER MANHOLERIM=378.74INV N,22"CONC=361.49INV E, CHANNEL=361.97INV S,22"CONC=361.39INV W,CHANNEL=361.97XXXXXX1180 NW Maple St, Ste 160Issaquah, WA 98027425.654.8775PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
Know what's below.
before you dig.Call
R
L:\PROJECTS\45000\45019\45019-000\CIVIL\CORRESPONDENCE\INCOMING\2018-09-26-RENTON STAIRS\2018-09-25 BUILDING PERMIT APP CAD\G-041 OVERALL SITE LAYOUT.DWG9/27/2018 10:55:18 AM00 50 100
ROAD A
SE 188TH STREETALLEY - TRACT C
124TH AVE SE
R
O
A
D
B
ROA
D
C
PRIVATE ROAD
ROAD DPLAT BOUNDARY
BUFFER MITIGATION AREA
(33,195 SQUARE FEET)
BUFFER DISTURBANCE
(30,625 SQUARE FEET)
WETLAND BOUNDARY
EXISTING 21" SANITARY SEWER
EXISTING WATERMAIN
WETLAND BORDER
WETLAND BUFFER
WALL
BUFFER MITIGATION AREA
WETLAND BUFFER DISTURBANCE AREA
PROPERTY LINE RENTONLEGEND
WALL # 6 GRAVITY WALL 19.5' MAX
45' ROW
10' EASEMENT
10' EASEMENT
45' ROW5' EASEMENT
45' ROW
5' EASEMENT
10' EASEMENT
20' TRACT
10' SANITARY SEWER EASEMENT
10' TRACT A
STORM DRAINAGE
AND TRAIL ACCESS
10' WATER MAIN EASEMENT
20' SHARED
ACCESS
TRACT D
20' SHARED ACCESS TRACT E
BUFFER DISTURBANCE
(30,625 SQUARE FEET)
EASEMENT
(FLOW DISPERSAL TRENCHES)
GABION
ENERGY DISSIPATER
10' EASEMENT
20' TRACT
10' EASEMENT
15' EASEMENT
10' EASEMENT
10' EASEMENT
TRAIL CONNECTION
12' WIDE SOOS CREEK
TRAIL (BY OTHERS)KENTSE 192ND ST10' EASEMENT
45' ROW
10' EASEMENT
WALL #2 MSE BLOCK WALL 18' MAX
EASEMENT
(GABION OUTFALL)
EASEMENT
(STORM, GRADING
& MITIGATION)
WALL #8 GRAVITY ROCK WALL 4' MAX
WALL #10B BLOCK WALL 7' MAX
WALL #11 REINFORCED
CONC. WALL 7' MAX
WALL #12 REINFORCED
CONC, WALL 6' MAX
WALL #13 REINFORCED
CONCRETE WALL 7' MAX
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
WALL #10A REINFORCED
CONC, WALL 12' MAXCROSS SECTION
PER SHEET C-203
10' EASEMENT
20' SHARED ACCESS TRACT G
20' PRIVATE ROAD TRACT H
10' EASEMENT
20' SHARED ACCESS TRACT F
10' EASEMENT
EXISTING ROADWAY EASEMENT
TRACT M - 4' ACCESS
PATH W/ STAIRS. SEE
SHEET C-024, C-634
TRACT N - 4'
ACCESS PATH
W/ STAIRS. SEE
SHEET C-024, C-634
5' SIDEWALK
NORTHERN TRAIL
CONNECTION. SEE
SHEET C-024, C-634
23
Filename: l:\Projects\45000\45019\45019-000\Civil\correspondence\Incoming\2018-09-26-renton stairs\2018-09-25 building permit app cad\G-041 OVERALL SITE LAYOUT.dwg Layout Tab: G-041 User: Mingming Gui CAD Plot Date/Time: 9/27/2018 10:55:19 AMOVERALL SITE LAYOUT FOR:BUILDING PERMIT APPLICATIONCANYON TERRACE SUBDIVISIONDAS
LGK
SEPTEMBER 27, 2018
45019.000
SHEET ID
SHEET OF 41
G-041
208
220
219
218 217
212
213214
215
216
194
267
186
185
184
183
341
342
XXX XXX X X X
X
D INVERT
12"CPEP=476.59
D INVERT
12"CPEP=477.58
D INVERT
4"CPEP=478.30
D INVERT
12"CPEP=479.40
12"CPEP=479.60 OHEOHEOHEOHEOHEOHEOHE OHE OHE OHE
EOH
E
OH
EOHE
SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SEWER MANHOLE
RIM=482.64
INV E,8"PVC=476.84
INV W,8"PVC=476.48
SEWER MANHOLE
RIM=377.02
INV N,22"CONC=363.02
INV E,8"CONC=364.17
INV S,22"CONC=362.92
SEWER MANHOLE
RIM=374.63
INV N,22"CONC=363.58
INV S,22"CONC=363.43
W W W W W
W
W W
W W W
W W
WWWWWW W W W W
G G G G GCOMMCOMMCOMMCOMM
705.79'
S88°48'44"E
1090.70'
384.91'
S89°08'33"E N01°55'57"EN88°48'44"WN01°55'55"ES14°36'45"E
150.01'584.04'103.10'30.00'796.56'xxFUTURE SOOS CREEK TRAIL25
24
26
43
45
44
42
41
54
46
47
56
49
50
51
48
53
55
57
52
58
61
63
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70
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22
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69
xxxxxxxx59
60
124TH AVE SENGPATract LTract G20' Shared
Access Tract E
20' Shared
Access Tract D
Tract C
Tract M
Tract N
83+0084+0085+0086+0087+0088+0089+0018+0019+0020+0021+0022+0023+0024+0025+00
26+0027+00
28+00
29+0030+00
67+0071+0071+15.50
B
B
A
?????????
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???1180 NW Maple St, Ste 160Issaquah, WA 98027425.654.8775PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
Know what's below.
before you dig.Call
R
L:\PROJECTS\45000\45019\45019-000\CIVIL\CORRESPONDENCE\INCOMING\2018-09-26-RENTON STAIRS\2018-09-25 BUILDING PERMIT APP CAD\C-021 GRADING PLAN - SOUTH HALF.DWG9/27/2018 10:55:39 AM00 40 80
FLOW DISPERSAL TRENCHROAD AALLEYROAD D ROAD CFLOW
CONTROL
CELL
BOTTOM
OF POND
ELEV = 386
BOW.
ELEV 393
GABION ENERGY DISSIPATOR
WALL #2
WALL #6
LEGEND
SLOPE AND
MITIGATION
EASEMENT
WALL #8
BEGIN WALL #2
WALL #10
WALL #13
SEE SHEET C-022
FOR CROSS
SECTION
SE 188TH ST
NOTE:
SEE SHEETS C-030 TO C-035
FOR WALL PROFILES
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:Date:
BY:Date:
BY:Date:
BY:Date:
WETLAND BORDER
WETLAND BUFFER
WALL
WATERMAIN
SANITARY SEWER
STORM SEWER
PROPERTY LINE
W W
SS
18
LOT GRADING
LOTS 3-7 - SLOPE AT 2:1 MAX
LOTS 8-13 - SLOPE AT 2:1 MAX
LOTS 14-23 - SLOPE UP TO 3:1 APPROX.
LOTS 24-34 - SLOPE UP TO 3:1 APPROX. 2:1 MAX
LOTS 35-54 - SLOPE ON EAST SIDE AT 2:1 MAX
LOTS 55-58 - SLOPE AT 2:1 MAX
LOTS 59-70 - - SLOPE ON EAST SIDE AT 2:1 MAX
18
SEE SHEET C-024 FOR
PROFILE OF STAIRS.
STAIR DETAIL PER
SHEET C-634. TO BE
CONSTRUCTED WITH
ADJACENT HOMES.
SEE SHEET C-024 FOR
PROFILE OF STAIRS.
STAIR DETAIL PER
SHEET C-634. TO BE
CONSTRUCTED WITH
ADJACENT HOMES.
SEE SHEET C-024 FOR
PROFILE OF STAIRS.
STAIR DETAIL PER
SHEET C-634. TO BE
CONSTRUCTED WITH
ADJACENT HOMES
NOTE:
MAX SLOPE ALLOWED IS 2:1.
SOME LOTS TO APPEAR TO
EXCEED THIS. FINAL
SLOPES WILL BE
CONSTRUCTED WITH
HOMES. Filename: l:\Projects\45000\45019\45019-000\Civil\correspondence\Incoming\2018-09-26-renton stairs\2018-09-25 building permit app cad\C-021 GRADING PLAN - SOUTH HALF.dwg Layout Tab: C-020 GRADING PLAN - NORTH HALF User: Mingming Gui CAD Plot Date/Time: 9/27/2018 10:55:40 AMGRADING PLAN - NORTH HALF FOR:BUILDING PERMIT APPLICATIONCANYON TERRACE SUBDIVISIONDAS
LGK
SEPTEMBER 27, 2018
45019.000
SHEET ID
SHEET OF 42
C-020
370375380385390395400405410415420425370375380385390395400405410415420425406.70406.70-0+25402.68402.680+00399.00399.000+25395.44395.440+50391.89391.890+75388.34388.341+00386.22
386.221+25384.20
384.201+50382.19
382.191+75ELEV:410.97ELEV: 385.88390395400405410415420425430435440445450455390395400405410415420425430435440445450455441.73
441.731+00435.21
435.211+25424.08
424.081+50415.58
415.581+75407.20
407.202+00403.46
403.462+25401.64
401.642+41ELEV: 417.81ELEV:435.81401405410415420425430401405410415420425430428.72
428.721+25422.03
422.031+50414.95
414.951+75408.01
408.012+00403.63
403.632+25ELEV: 401.24ELEV:421.071180 NW Maple St, Ste 160
Issaquah, WA 98027
425.654.8775
PBS Engineering and
Environmental Inc.
pbsusa.comDESIGNED:CHECKED:Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.Know what'sbelow.before you dig.CallRL:\PROJECTS\45000\45019\45019-000\CIVIL\CORRESPONDENCE\INCOMING\2018-09-26-RENTON STAIRS\2018-09-25 BUILDING PERMIT APP CAD\C-024 STAIRWAY GRADING PROFILES.DWG9/27/2018 10:56:32 AM STAIRWAY 65-661"=20'IN COMPLIANCE WITH CITY OF RENTONSTANDARDSBY:Date:BY:Date:BY:Date:BY:Date:STAIRWAY 49-501"=20'STAIRWAY 40-411"=20'START OF TOPLANDINGSTA 0 + 71.13START OF TOPLANDINGSTA 1 + 50.22START OFTOP LANDINGSTA 1 + 55.81END OF TOPLANDINGSTA 0 +75.13END OF TOPLANDINGSTA 1 + 54.22END OF TOPLANDINGSTA 1 + 59.81END OF MIDDLELANDINGSTA 0 + 86.46END OF MIDDLELANDINGSTA 1 + 66.47END OF MIDDLELANDINGSTA 1 + 72.06END OF BOTTOMLANDINGSTA 2 + 00.24END OF BOTTOMLANDINGSTA 1 + 94.63END OF BOTTOMLANDINGSTA 1 + 28.71START OFBOTTOMLANDINGSTA 1 + 24.71START OFBOTTOMLANDINGSTA 1 + 90.63START OF BOTTOMLANDINGSTA 1 + 96.24START OF MIDDLELANDINGSTA 1 + 68.06START OFMIDDLELANDINGSTA 0 + 82.46START OFMIDDLELANDINGSTA 1 + 62.47END OF MIDDLELANDINGSTA 1 + 00.54START OFMIDDLELANDINGSTA 0 + 96.54END OF MIDDLELANDINGSTA 1 + 14.63START OFMIDDLELANDINGSTA 1 + 10.63END OF MIDDLELANDINGSTA 1 + 80.55START OFMIDDLE LANDINGSTA 1 + 76.55END OF MIDDLELANDINGSTA 1 + 86.15START OF MIDDLELANDINGSTA 1 + 82.15FINISHEDGRADEFINISHEDGRADEFINISHEDGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADENOTE:1.SEE GRADING PLAN SHEET C-020 FORSTAIRWAY LOCATIONS.2.STAIRS LOCATED IN BETWEEN LOTS WILL BECONSTRUCTED AT THE TIME OF BUILDINGPERMIT APPROVAL FOR ABUTTING SINGLEFAMILY HOMES6" PVC ROOF DRAINW/ 10" SLEEVEINV=408.50 Filename: l:\Projects\45000\45019\45019-000\Civil\correspondence\Incoming\2018-09-26-renton stairs\2018-09-25 building permit app cad\C-024 STAIRWAY GRADING PROFILES.dwg Layout Tab: STAIRWAY GRADING User: Mingming Gui CAD Plot Date/Time: 9/27/2018 10:56:33 AM
STAIRWAY GRADING FOR:
BUILDING PERMIT APPLICATION
CANYON TERRACE SUBDIVISIONDASLGKSEPTEMBER 27, 201845019.000SHEET IDSHEETOF43C-024
1180 NW Maple St, Ste 160Issaquah, WA 98027425.654.8775PBS Engineering andEnvironmental Inc.pbsusa.comDESIGNED:
CHECKED:
Full Size Sheet Format Is 22x34; If Printed Size Is Not 22x34, Then This Sheet Format Has Been Modified & Indicated Drawing Scale Is Not Accurate.
Know what's below.
before you dig.Call
R
L:\PROJECTS\45000\45019\45019-000\CIVIL\CORRESPONDENCE\INCOMING\2018-09-26-RENTON STAIRS\2018-09-25 BUILDING PERMIT APP CAD\C-634 STAIRWAY DETAILS.DWG9/27/2018 10:56:52 AM12"
#4 BAR @ 24" O.C.E.W.
#4 BAR @ 24" O.C.
LONGITUDINAL
REINFORCING
#4 NOSING
REINFORCING
BAR
11" TREAD
6 3
4"
RISER*
48" W. X 48" L. X 6" TH.
STAIR LANDING SLOPE
TO DRAIN
STAIRWAY 49-50
FINISH BOTTOM
GRADE ELEV = 417.81
STAIRWAY 65-66
FINISH BOTTOM
GRADE ELEV = 385.88
STAIRWAY 40-41
FINISH BOTTOM
GRADE ELEV = 401.24
EXPOSED LANDINGS
AND TREADS TO HAVE
EXPOSED AGGREGATE
OR DEEP TRANSVERSE
BROOM FINISH TO
PREVENT SLIPPING
48" W. X 48" L. X 6" TH.
STAIR LANDING SLOPE
TO DRAIN
6 3
4"
RISER*
48" W. X 48" L. X 6" TH.
STAIR LANDING SLOPE
TO DRAIN
#4 NOSING
REINFORCING
BAR
#4 BAR @ 24" O.C.E.W.
#4 BAR @ 24" O.C.
LONGITUDINAL
REINFORCING
11" TREAD
*NOTE:
STAIRWAYS THROUGH
LOTS 65-66 AND 40-41
BOTH HAVE RISER
HEIGHTS OF 7"
STAIRWAY 49-50
FINISH TOP GRADE
ELEV = 435.81
STAIRWAY 65-66
FINISH TOP GRADE
ELEV = 410.97
STAIRWAY 40-41
FINISH TOP GRADE
ELEV = 421.07
1'-9"1'-9"3'-6"1.00'1'-5"1'-5"2'-10"5' MAX SPACING
BETWEEN UPRIGHTS
STAIRWAY
SECURE ANCHORAGE
FOR HANDRAIL POSTS
BY EMBEDMENT OR
CONCRETE EXPANSION
ANCHORS (TYP.)
1 1
2" SQUARE OR ROUND METAL
HANDRAIL AND UPRIGHTS. ALUMINUM
AND GALVANIZED OPTIONS ARE
ACCEPTABLE.
CONTINUOUS HANDRAIL FULL
LENGTH OF STAIRWAY.
LANDINGS, HANDRAILS AND
ANCHORS MUST BE CAPABLE
OF WITHSTANDING 200 LB
LATERAL LOAD.
STAIRWAY HANDRAIL DETAIL
SCALE:1"=20'
#4 BAR @ 24" O.C.
HORIZONTAL
REINFORCING
18" MIN
(TYP.)
12"
12"
#4 BAR @ 24" O.C.
HORIZONTAL
REINFORCING
(TYP.)
SEE PLAN VIEW FOR POSITION
OF INTERMEDIATE LANDING
STAIRWAY TO BE
PLACED ON 3" LAYER
OF WASHED GRAVEL (3
4"
MINUS) ON COMPACTED
SUBGRADE
(TYP.)
STAIRWAY DETAIL
SCALE:1"=20'
1
2
NOTE:
STAIRS LOCATED IN BETWEEN LOTS WILL BE
CONSTRUCTED AT THE TIME OF BUILDING
PERMIT APPROVAL FOR ABUTTING SINGLE
FAMILY HOMES.
STAIR TREADS
SLOPE TO DRAIN
MIN 2" BETWEEN REBAR
AND EDGE OF CONCRETE
SLIP-RESISTANT EXPOSED
AGGREGATE FINISH
Filename: l:\Projects\45000\45019\45019-000\Civil\correspondence\Incoming\2018-09-26-renton stairs\2018-09-25 building permit app cad\C-634 STAIRWAY DETAILS.dwg Layout Tab: STAIRWAY DETAILS User: Mingming Gui CAD Plot Date/Time: 9/27/2018 10:56:53 AMSTAIRWAY DETAILS FOR:BUILDING PERMIT APPLICATIONCANYON TERRACE SUBDIVISIONDAS
LGK
SEPTEMBER 27, 2018
45019.000
SHEET ID
SHEET OF 44
C-634