HomeMy WebLinkAboutR-394110M 5 FEET MIN. DISTANCE PROPOSED INFILTRATION TRENCH
I FROM INFILTRATION TRENCH I (FULL INFILTRATION)
WWALL TO ADJACENT PROPERTY LINE I (4'W x 54'L x 2'D)
W I (Ty p) I APPROX. LOCATION (TYP)
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494
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3 8
490
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EV! 4" DI WATER (UNDER SODS CREEK WATER
C
"494.00
5
486
& SEWER DISTRICT PERMIT)
482
Know What's beloW.
VARIES
478
Call before you dig.
V
474
VERTICAL GRAPHIC SCALE
470
19 5 0 5 10
(UNDER SODS CREEK
¢_¢
11 nch a to ft.Y
b
- TYPICAL SECTION WATER &SEWER
:o
SCALE:
•,
A'R
VEM=489.91
(AB)RE&K
H8"PVCSEWER
SEWER482.43
CATH BASIN
(AB)
�4" DI CL 52
ROW
ICT PERMIT)
72 LF. O1.35%(UNDER
IE(W)=491.85(AB)
30
�o �
SOOS CREK SEWER
8'
PLANTERSTRIP
13'
p�SIDEWALK
1
& WATER DISTRICT PERMIT),
5.5' 7.5'
_ I
0.5'
LINE
150k
VERTICA SAWCUT
ULVER - SEWER MANHOLE
12" CONCRETE
RIM= 494.06 (AB)
--•,
:; '•.
•,•,••
- •,
IE=490.78 (A)
d
4:1 OR FLATER
2" GRIND & OVERLAY
1
2" CRUSHED SURFACING
WITH 2" HMA
� z
I
S01031'48"W 656.30'
14TH AVE SE
SAFEWALKSTO SCHOOL l
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_ FLOW DIRECTION
LOT
EX RESIDENCE
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3
11
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—
506
WW
502
DATUM
498
1iv
494
+++12SAWf
GOF
3 8
490
TO 95 % MAX. DENSITY
EV! 4" DI WATER (UNDER SODS CREEK WATER
C
"494.00
5
486
& SEWER DISTRICT PERMIT)
482
Know What's beloW.
VARIES
478
Call before you dig.
V
474
VERTICAL GRAPHIC SCALE
470
19 5 0 5 10
(UNDER SODS CREEK
¢_¢
11 nch a to ft.Y
b
S01031'48"W 656.30'
14TH AVE SE
SAFEWALKSTO SCHOOL l
1 (GRAVEL) EX. DITCH
_ FLOW DIRECTION
LOT
EX RESIDENCE
nen rl a"no�a
N
FOUND MON IN CASE
3
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—
4" COMPACTED DEPTH
WW
W
DATUM
HOT MIX ASPHALT (HMA) (TWO 2" LIFTS)
1iv
W1
+++12SAWf
GOF
3 8
¢W
TO 95 % MAX. DENSITY
EV! 4" DI WATER (UNDER SODS CREEK WATER
C
"494.00
5
RIM
& SEWER DISTRICT PERMIT)
6" COMPACTED CRUSHED ROCK
VARIES
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WER MANHOLE
b
- TYPICAL SECTION WATER &SEWER
:o
SCALE:
•,
A'R
VEM=489.91
(AB)RE&K
H8"PVCSEWER
SEWER482.43
CATH BASIN
(AB)
�4" DI CL 52
ROW
ICT PERMIT)
72 LF. O1.35%(UNDER
IE(W)=491.85(AB)
30
�o �
SOOS CREK SEWER
8'
PLANTERSTRIP
13'
p�SIDEWALK
1
& WATER DISTRICT PERMIT),
5.5' 7.5'
_ I
0.5'
LINE
150k
VERTICA SAWCUT
ULVER - SEWER MANHOLE
12" CONCRETE
RIM= 494.06 (AB)
--•,
:; '•.
•,•,••
- •,
IE=490.78 (A)
d
4:1 OR FLATER
2" GRIND & OVERLAY
1
2" CRUSHED SURFACING
WITH 2" HMA
� z
I
�
TOP COURSE(CSTC)
6"HMA
" CRUSHED ROCK
TO SCHOOL 4"
CEMENT CONCRETE SIDEWALK
----------- I F W DIRE TI N
I EX RE2DENCE l
2999299 N01"47'08"E 661.83' _
28 28 5' 82660.6 - �� 116TH AVE SE
RENTON PT ID 1863
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CASCADE GREENS SHORT PLAT
11427 SE 162ND STREET
RENTON WA 98055
�EI(E)=491.95(A)
4" COMPACTED DEPTH
WW
W
DATUM
HOT MIX ASPHALT (HMA) (TWO 2" LIFTS)
RECORD DRAWING
SITE PLAN
2 OF 2 (AB)
W1
4
GOF
3 8
¢W
TO 95 % MAX. DENSITY
EV! 4" DI WATER (UNDER SODS CREEK WATER
C
"494.00
5
RIM
& SEWER DISTRICT PERMIT)
6" COMPACTED CRUSHED ROCK
VARIES
0TO2 _I
----�--
10'
INGRESS, EGRESS & UTILITIES
VARIES - 22' TO 28'
PVT. ACCESS ROAD
2i Uzi
VARIES
10' _ 1- 2'-6' _
CATCH BASIN (SOLID
R94.15 (A
UD)
CITY OF
CASCADE GREENS SHORT PLAT
11427 SE 162ND STREET
RENTON WA 98055
�EI(E)=491.95(A)
4" COMPACTED DEPTH
ONE INCH
DATUM
HOT MIX ASPHALT (HMA) (TWO 2" LIFTS)
RECORD DRAWING
SITE PLAN
2 OF 2 (AB)
SUBGRADE SHALL BE COMPACTED
4
GOF
3 8
TO 95 % MAX. DENSITY
EV! 4" DI WATER (UNDER SODS CREEK WATER
C
"494.00
�O
RIM
& SEWER DISTRICT PERMIT)
6" COMPACTED CRUSHED ROCK
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0� 8' PVC SEWER
p 1
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(UNDER SODS CREEK
(AB) PVT.
ACCESS ROAD
- TYPICAL SECTION WATER &SEWER
13 DUCTILE LRH
SCALE:
NONE DISTRICT PERMIT)
80 LF. O 0.138
So
CATH BASIN
ROW CENTERLINE
IM 494.50 (AB)
ROW
SE 162ND STREET
IE(W)=491.85(AB)
30
�o �
3.5' 5'
8'
PLANTERSTRIP
13'
p�SIDEWALK
1
5.5' 7.5'
_ I
0.5'
LINE
150k
VERTICA SAWCUT
ULVER - SEWER MANHOLE
RIM= 494.06 (AB)
--•,
:; '•.
" IE=479.76 (AB) -------
- •,
______ ---
4:1 OR FLATER
2" GRIND & OVERLAY
1
2" CRUSHED SURFACING
WITH 2" HMA
SAFE WALK
TOP COURSE(CSTC)
6"HMA
" CRUSHED ROCK
TO SCHOOL 4"
CEMENT CONCRETE SIDEWALK
(ASPHALT)
PER COR STD. PLAN 102
CEMENT CONCRETE TRAFFIC
-
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CURB & GUTTER
1 ,` 1 4" SANDY PLANTING SOIL PER COR STD. PLAN 101
� I
I I
N01 °47'08"E 29 20
RENTON PT ID 1640
583.81' (MEAS) 28 21
CONSTRUCTION NOTES:
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VERTICAL: NANDlea
HORQONTAL:WD1WY1V
CITY OF
CASCADE GREENS SHORT PLAT
11427 SE 162ND STREET
RENTON WA 98055
� "
2-28-2018
FIELDBDOK
RAGE
ONE INCH
DATUM
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING
SITE PLAN
2 OF 2 (AB)
OFANNG NO
IFNOTONE�
SCALEACCORgNC1Y
GOF
3 8
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HORIZONTAL GRAPHIC SCALE 0+40 0+60
20 10 O 10 20
1 inch - 20 a
PBGjJ LLCJ
Land Planning • Civil Engineering
5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
UTm 1Tuu ITzv
514
510
506
502
498
494
490
486
482
478
474
470
1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40
PVT, ACCESS ROAD — PROFILE
JOB NO. EDRVEYEa
817730 DESIGNED:
EX. 8" PVC SEWER 6" DI WATER
(AB) SE 162ND ST. - TYPICAL SECTION
SCALE: NONE
U CONSTRUCT ASPHALT PRIVATE ACCESS ROAD PER TYPICAL SECTION THIS SHEET.
O CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1.
O 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD, ROOF STORMWATER INFILTRATION TRENCH WILL BE DESIGNED
(CERCIS CANADENSIS) (2" CALIPER). FOR THE TOTAL ROOF AREA OF EACH HOME BUILT ON EACH LOT TO
SEE LANDSCAPE PLAN FOR MORE DETAILS. PROVIDE FULL INFILTRATION AND PERMITTED DURING THE
BUILDING PERMIT PHASE. ROOF INFILTRATION TRENCH FLOW
® INSTALL MAILBOX PER COR STD. PLAN H027, H028 & H029. CONTRACTOR CONTROL BMP COVENANT REQUIRED WITH BUILDING PERMIT FOR
TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND RECORDING. SITE SOILS ARE CLASSIFIED AS MEDIUM SAND. FOR
APPROVAL. EVERY 1,000 SQUARE FEET OF TRIBUTARY IMPERVIOUS SURFACE,
90 CUBIC FEET OF GRAVEL VOLUME IS REQUIRED.
O CONSTRUCT 4" THICK CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102. r��/�
O7 CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING. SURVEYOR NOTE
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. ALL (AB) ELEVATIONS BASED ON SSMH 62-11
n MOVE EA16T'"'G WArFER METER T9 PLANTER STRIP. (AB) HOLDING THE ELEVATION OF 494.00
1® ALL ROOF DRAIN DOWNSPOUTS ARE TO BE CONNECTED TO INFILTRATION R-394110 O 7 n A AI Q!7
TRENCH CATCH BASIN ON EACH LOT. T\i w%,#
INSTALL CB #1-STORMFILTER, STA 0+74, CENTERLINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RIM -490.84, Hm RIM -490.34, IE(N)=487.34, wASA�4'
GEEB1'EE:FPG2F8RBE:F1..A (AB)
INSTALL 5 LF 6' SOLID ADS N12 SO Q 1.00
i o
Q CONSTRUCT (5'W x 981 x 2'D) PVT. ACCESS ROAD
INFILTRATION TRENCH (FULL INFILTRATION)
SEE DETAIL 2 ON SHEET PG2 DAZE: 2-28-2018
RECORD DRAWING
"`
1"=20'
VERTICAL: NANDlea
HORQONTAL:WD1WY1V
CITY OF
CASCADE GREENS SHORT PLAT
11427 SE 162ND STREET
RENTON WA 98055
� "
2-28-2018
FIELDBDOK
RAGE
ONE INCH
DATUM
RENTON
Planning/Building/Public Works Dept.
RECORD DRAWING
SITE PLAN
2 OF 2 (AB)
OFANNG NO
IFNOTONE�
SCALEACCORgNC1Y
GOF
3 8