HomeMy WebLinkAboutS-299801T_1 (57N_ of the ST. 1/4, SECTION 9, TOWNSHIP
- EXISTING CENTERLINE GRADE
-PROPOSED CENTERLINE GRADE
�r r' STA 0 +4.6, 2- LT
W R /M. 399.5 + 1- (MATCH GRD) 393 1E.• 387.7 (10.N,S) EX
1E.• 387.8 (8"E) NEW 392
PLACE OVER EXIST. 10"
(CONTRACTOR TO CONRRM SS TZE RT
INVERT ELEVATIONS) 391 0+
39D
R @ D9.50 ® 389
O �` SAWCUT EXIST PAVEMENT. PATCH PER CITY +00
;° OF RENTON STANDARDS (SEE NOTE 5 T \ ss TEE 9
'i ABOVE). PROVIDE 26' WIDE ASPHALT 1 -8'x6" TEE (MJ x `0 TEE RT 0 +17
Z 1 -6' GV (FL x MJ) ,�.,� PRIVATE ROAD PROFILE o +40 O 3 +1T
OVERLAY. KING COUNT- TAX PARCEL SCALE, HORIZI 1' =20' VERT.,
W � I -8'x4" REDUCER (MJ x PE)
N 5 1 -4" GV MJ x MJ No. 092.05 -9187
U STREET NAM£ SIGN (SEE DET AVE T. 4) ( )
PRIVATE RD' 6 "ABERDEEN E NE' m 1 -5` MVO FIRE HYDRANT ASSY
z a m 18 LF - 6` D.I. CONSTRUCT A 4' HIGH SOLID WOOD FENCE FOR
� I _ 26' WIDE PRIVATE STREET EASEMENT TH£'RRST 20' FROM MONROE AVE NE; THEN A 6'
m I �I ( 1- CONCRETE THRUST BLOCK e1 PUBLIC WATER, SEWER EASEMENT HIGH SOLID WOOD FENCE FOR THE REIWNDER OF
CENTER OF SECTION 9 -23 -5: 3
c FOUND CONa AEON IN CASE �I I o ' END NEW SIDWALK O PROP. LINE THE NORTH, EAST AND SOUTH PROPERTY LINES.
c w /ncuL. PER ROS 118 -188 ai WITH 5' ASPHALT GRADE RAMP 100' LONG BIORLTR4TION SWALE
i c MSITEO SEPTAIBER, 2002) w m
v 11 a ' yI . I CB f2 (TYPE 1) 12" DEEP, 1' WIDE IfOTTOM,' 2:1
' BIRDCAGE GRATE' SIDE SLOPES, CENT SLOPE. 0.5% r5' WIDE LANDSCAPE STRIP
I ALONG NORTH PROP UNE
EXIST. POLE TO REMAIN W� "' I im RIM: 398.5 3' HIGH CONC. RETA/N�VG WALL 319' -8' PVC !
NEW MAN HOLE 1E.- 395.5 SWALE FL- 399.5 SEWER @ 0.50% 20. PRIVATE DRI EMY EASEMENT
STA 0 +4.6, 2' LT SW E FL: 398.5 QUARRY SPALL END WEDGE CURB
i WEDGE CURB
RIM. 399.5+1- (MATCH GRLU 2 - 8" CPEP O 2.5Z RIP 7 5.84' ev uNE of ntE SE 1/s OF sEC 9 -z3 5
IE• 387.7 (10.N,S) EX I S885oz1 1
IE.• 387.8 (8,E) NEW •D• *5O ... o - -- - -- - } - 6 1- .0- 2
0 1 +5 o z +- o-o
F ° D.L - -- - '
- - - -- �-
- 30 - + 0- 2 0 +-5-
8
NEW 20' 70" '4 69.02
PLACE OVER EX /ST.
(CONTRACTOR TO CONRRM
INVERT ELEVATIONS;) o + , . ty -
°
u$
o Q CONCRETE DRIVEWAY a WATERIMAIN i t ` ruocrt, arc° 1
C14 PER CITY STDS. ; L ----- _ $B_ '_�; 98_89_ --------- - EMIT.
EX CB fl E 1),SOUD UD 1 5' -8" PVC R zs.00' 4pO C 1
S 4 x STA 0+17, 9' RT �f ( M 1 _ RIM: 39 7 c L 38:79' ooh RIM: 400.0 x
1 -$ /E: 395 6° PVC D e8 3s 24' y- 1
WET TAP EXIST. 10" D.I. ' Ex � EX � /PE O .. x FOR DRAIN STUB L 20' -6' PV /E 397.25
1- 10'x8" TAPPING i I CB I CB 17'- CPEP O 5.9T Z F DOW ID 396.25 6' PVC QI SIDE SEWER
TEE (PMJxFL) f { I . 12 LF " D.I. WATER AWN I �{L11 O2 SIDE @ 2% CIE1 2) NEW 3/4" WATER
z2' NEW 3/4 WATER METERS lam)
1 -8" GATE VALVE (FLxMJ) I i�i ' I Z WER 389.7
1 -CONC. THRUST BLOCK ; I I I j �" (TYPE i) I SID£T METER (71 P) 6-
- 1�1 H R /AI 98.6 I k5' BLIC e E / END PH WATER EASEMENT
\ 1x) JE: 3 4.0 I SfWER WA EASEMENT D N STUB
\� • 389, 1) / 397.26
LOT 1 I I !'1 N •49'03 E
PRIVATE D AY EASEM
, I �� 983.1.93 so. FT-" Apt LOT 4
023 ACRES1 I EXISTING HOUSE i
J Lars ° �� 66.216 SO. FT.t
FFE j 86 SO- FT.t F m 606398050. �} of o 6954.58 SO- FT.t 6. �W 0.15 ACRESt
400.0 L- - - - - - I O. 14 ACRESt °i o 0.16 ACRES.+ _ _ DRAIN STUB FFE
TO STAN ° m FFE. aoo 39
FF
5 396 _ _ /E 397.4t 399.5
14 o 400.0 0
NET FOR L T 1 y '' I
ff I 0 n I 98 -91 " CFWNUNK FENCELINE 61 / 980 29 -04� _ 66.91"
a � .� _ _
k'' I S zgl 5I �} 199.90' 8852'46W e o s -
o I W �� NBW50-21-W 95.95'
m 5 i END NEW SID ALK
I
-h
NOTES-
402 1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
BIOFILTRATI ❑N SWALE.
401 2. EACH HOUSE ROOF/GUTTER DRAINS TO CONNECT TO THE
DRAINAGE SYSTEM WITHIN THE PRIVATE ROAD AND PIPED
400 INT❑ THE PUBLIC DRAINAGE SYSTEM.
3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
399 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE
398 STRUCTURE,
397 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
96 SEWER MAIN AND WATER MAIN,
.5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY
395 OF RENTON TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS.
394
393 WEDGE CURB TO END
AT EAST END OF
B10 -SWALE
392
W
z 26'
391 SEWER CLEAN OUT E VENT z
STA 3 +24, 2' LT w
RIM1 398.0 f I7' 13'
390 , ,4
6. 20' w
A.C. PAVEMENT
389 � 18.I ASPHALT WEDGE CURB
Ij� WHERE SHOW
z
3' HIGH RET. WALL 2R
�i
BIOFlLTRAT -ON
SWALE o
4' COMPACTED DEPTH
v CLASS "8' ASPHALT (MIN 2 LIFTS)
® La 2' MIN. COMPACTED DEPTH
6 CRUSHED SURFACING TOP COURSE
0 4 MIN. COMPACTED DEPTH
15' PUBLIC SAN. SEWER CRUSHED SURFACING BASE COURSE
EASEMENT GRAVEL BASE MAY BE REQUIRED
SEWER CLEA
STA 3 +2 LT T PRIVATE ROAD SECTION
RIM- 398.0 N.T.S.
IE1 389.40
PVC
I4 --b F'VC.
-SIDE SEWER
@ 2% (IE1
389.97)
A 2+6 INSTALL:
1- PERMANENT 2' BLOW OFF ASSY
1- 4" D.I. CAP (MJ)
1- 4 " "x4" VERT. CROSS
/ (FOR POLY PIG)
1- CONCRETE THRUST BLOCK
= GRAPHIC SCALE
20 10 20 40 80
Bf }
1 Inch 80 ft.
BY.' a47E. / I'YO'/
BY.• aATE'ad� '
�
�
Cq
Q
o
a;
402 -
STA 0 +29, 9' RT
1 -8'x6' TEE (MJ x FL ) 401
MAX. WATER SURFACE
100 YR.,24 HR. DESIGN STORM
CONDITIONS)
SWALE SEEDING
SPIKE BENTGRASS
/a9rositir ezarataJ
WESTERN MANNAGRASS
1 -6" GV (FL x MJ) X71
`�g J.,IgF
( ,`'tt� ���'�c��
ti
y
I
noiiAug, C"06. 3.n I%2 #
B %.s/ �ii/� a4TE'�1 ILIA I1
BYY -' °'�W DATE' ///?/*
1 -8 "x4" REDUCER (MJ x PE)
1 -4" GV (MJ x MJ) 400
1 -5" MVO FIRE HYDRANT ASSY
m WI
I
18 LF - 6" D.I. 399
0.79' FREEBOARD 12' DEPTH
100 YR. -,
(gtyceria occideniatu)
SHORTAWN FOxTAIL
1- CONCRETE THRUST BLOCK
i
[+�
3sa
STA 0 +17, 9' RT
WET TAP EXIST. 10" D.I.
397
O 64
�+ 7%
1- 10'x8" TAPPING TEE (MJxFL)
1 -8" GATE VALVE (FLxMJ)
\
(�
1 -CONC. THRUST BLOCK 396
� /LM1AL {��
395
I I y
1 I of w
®
394
A vi K /%
SAWBFAK SEDGE
(caret stipataJ
NEW MAN HOLE
T_1 (57N_ of the ST. 1/4, SECTION 9, TOWNSHIP
- EXISTING CENTERLINE GRADE
-PROPOSED CENTERLINE GRADE
�r r' STA 0 +4.6, 2- LT
W R /M. 399.5 + 1- (MATCH GRD) 393 1E.• 387.7 (10.N,S) EX
1E.• 387.8 (8"E) NEW 392
PLACE OVER EXIST. 10"
(CONTRACTOR TO CONRRM SS TZE RT
INVERT ELEVATIONS) 391 0+
39D
R @ D9.50 ® 389
O �` SAWCUT EXIST PAVEMENT. PATCH PER CITY +00
;° OF RENTON STANDARDS (SEE NOTE 5 T \ ss TEE 9
'i ABOVE). PROVIDE 26' WIDE ASPHALT 1 -8'x6" TEE (MJ x `0 TEE RT 0 +17
Z 1 -6' GV (FL x MJ) ,�.,� PRIVATE ROAD PROFILE o +40 O 3 +1T
OVERLAY. KING COUNT- TAX PARCEL SCALE, HORIZI 1' =20' VERT.,
W � I -8'x4" REDUCER (MJ x PE)
N 5 1 -4" GV MJ x MJ No. 092.05 -9187
U STREET NAM£ SIGN (SEE DET AVE T. 4) ( )
PRIVATE RD' 6 "ABERDEEN E NE' m 1 -5` MVO FIRE HYDRANT ASSY
z a m 18 LF - 6` D.I. CONSTRUCT A 4' HIGH SOLID WOOD FENCE FOR
� I _ 26' WIDE PRIVATE STREET EASEMENT TH£'RRST 20' FROM MONROE AVE NE; THEN A 6'
m I �I ( 1- CONCRETE THRUST BLOCK e1 PUBLIC WATER, SEWER EASEMENT HIGH SOLID WOOD FENCE FOR THE REIWNDER OF
CENTER OF SECTION 9 -23 -5: 3
c FOUND CONa AEON IN CASE �I I o ' END NEW SIDWALK O PROP. LINE THE NORTH, EAST AND SOUTH PROPERTY LINES.
c w /ncuL. PER ROS 118 -188 ai WITH 5' ASPHALT GRADE RAMP 100' LONG BIORLTR4TION SWALE
i c MSITEO SEPTAIBER, 2002) w m
v 11 a ' yI . I CB f2 (TYPE 1) 12" DEEP, 1' WIDE IfOTTOM,' 2:1
' BIRDCAGE GRATE' SIDE SLOPES, CENT SLOPE. 0.5% r5' WIDE LANDSCAPE STRIP
I ALONG NORTH PROP UNE
EXIST. POLE TO REMAIN W� "' I im RIM: 398.5 3' HIGH CONC. RETA/N�VG WALL 319' -8' PVC !
NEW MAN HOLE 1E.- 395.5 SWALE FL- 399.5 SEWER @ 0.50% 20. PRIVATE DRI EMY EASEMENT
STA 0 +4.6, 2' LT SW E FL: 398.5 QUARRY SPALL END WEDGE CURB
i WEDGE CURB
RIM. 399.5+1- (MATCH GRLU 2 - 8" CPEP O 2.5Z RIP 7 5.84' ev uNE of ntE SE 1/s OF sEC 9 -z3 5
IE• 387.7 (10.N,S) EX I S885oz1 1
IE.• 387.8 (8,E) NEW •D• *5O ... o - -- - -- - } - 6 1- .0- 2
0 1 +5 o z +- o-o
F ° D.L - -- - '
- - - -- �-
- 30 - + 0- 2 0 +-5-
8
NEW 20' 70" '4 69.02
PLACE OVER EX /ST.
(CONTRACTOR TO CONRRM
INVERT ELEVATIONS;) o + , . ty -
°
u$
o Q CONCRETE DRIVEWAY a WATERIMAIN i t ` ruocrt, arc° 1
C14 PER CITY STDS. ; L ----- _ $B_ '_�; 98_89_ --------- - EMIT.
EX CB fl E 1),SOUD UD 1 5' -8" PVC R zs.00' 4pO C 1
S 4 x STA 0+17, 9' RT �f ( M 1 _ RIM: 39 7 c L 38:79' ooh RIM: 400.0 x
1 -$ /E: 395 6° PVC D e8 3s 24' y- 1
WET TAP EXIST. 10" D.I. ' Ex � EX � /PE O .. x FOR DRAIN STUB L 20' -6' PV /E 397.25
1- 10'x8" TAPPING i I CB I CB 17'- CPEP O 5.9T Z F DOW ID 396.25 6' PVC QI SIDE SEWER
TEE (PMJxFL) f { I . 12 LF " D.I. WATER AWN I �{L11 O2 SIDE @ 2% CIE1 2) NEW 3/4" WATER
z2' NEW 3/4 WATER METERS lam)
1 -8" GATE VALVE (FLxMJ) I i�i ' I Z WER 389.7
1 -CONC. THRUST BLOCK ; I I I j �" (TYPE i) I SID£T METER (71 P) 6-
- 1�1 H R /AI 98.6 I k5' BLIC e E / END PH WATER EASEMENT
\ 1x) JE: 3 4.0 I SfWER WA EASEMENT D N STUB
\� • 389, 1) / 397.26
LOT 1 I I !'1 N •49'03 E
PRIVATE D AY EASEM
, I �� 983.1.93 so. FT-" Apt LOT 4
023 ACRES1 I EXISTING HOUSE i
J Lars ° �� 66.216 SO. FT.t
FFE j 86 SO- FT.t F m 606398050. �} of o 6954.58 SO- FT.t 6. �W 0.15 ACRESt
400.0 L- - - - - - I O. 14 ACRESt °i o 0.16 ACRES.+ _ _ DRAIN STUB FFE
TO STAN ° m FFE. aoo 39
FF
5 396 _ _ /E 397.4t 399.5
14 o 400.0 0
NET FOR L T 1 y '' I
ff I 0 n I 98 -91 " CFWNUNK FENCELINE 61 / 980 29 -04� _ 66.91"
a � .� _ _
k'' I S zgl 5I �} 199.90' 8852'46W e o s -
o I W �� NBW50-21-W 95.95'
m 5 i END NEW SID ALK
I
-h
NOTES-
402 1. DRAINAGE FROM PRIVATE ROAD TO BE CHANNELED INTO
BIOFILTRATI ❑N SWALE.
401 2. EACH HOUSE ROOF/GUTTER DRAINS TO CONNECT TO THE
DRAINAGE SYSTEM WITHIN THE PRIVATE ROAD AND PIPED
400 INT❑ THE PUBLIC DRAINAGE SYSTEM.
3. IF THE PROPOSED SINGLE - FAMILY STRUCTURES EXCEED
399 3600 SF, THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM
AND REQUIRES TWO HYDRANTS WITHIN 300 FT. OF THE
398 STRUCTURE,
397 4. FILL AND COMPACT ROAD PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY
96 SEWER MAIN AND WATER MAIN,
.5. ALL TRENCH RESTORATI ❑N SHALL BE PER CURRENT CITY
395 OF RENTON TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS.
394
393 WEDGE CURB TO END
AT EAST END OF
B10 -SWALE
392
W
z 26'
391 SEWER CLEAN OUT E VENT z
STA 3 +24, 2' LT w
RIM1 398.0 f I7' 13'
390 , ,4
6. 20' w
A.C. PAVEMENT
389 � 18.I ASPHALT WEDGE CURB
Ij� WHERE SHOW
z
3' HIGH RET. WALL 2R
�i
BIOFlLTRAT -ON
SWALE o
4' COMPACTED DEPTH
v CLASS "8' ASPHALT (MIN 2 LIFTS)
® La 2' MIN. COMPACTED DEPTH
6 CRUSHED SURFACING TOP COURSE
0 4 MIN. COMPACTED DEPTH
15' PUBLIC SAN. SEWER CRUSHED SURFACING BASE COURSE
EASEMENT GRAVEL BASE MAY BE REQUIRED
SEWER CLEA
STA 3 +2 LT T PRIVATE ROAD SECTION
RIM- 398.0 N.T.S.
IE1 389.40
PVC
I4 --b F'VC.
-SIDE SEWER
@ 2% (IE1
389.97)
A 2+6 INSTALL:
1- PERMANENT 2' BLOW OFF ASSY
1- 4" D.I. CAP (MJ)
1- 4 " "x4" VERT. CROSS
/ (FOR POLY PIG)
1- CONCRETE THRUST BLOCK
= GRAPHIC SCALE
20 10 20 40 80
Bf }
1 Inch 80 ft.
BY.' a47E. / I'YO'/
BY.• aATE'ad� '
ROLL 1193" FR !..t.P,;,�.
4 6
0
®
z
i I j I N
,1
?
;� !I \
°I I
a
MAX. WATER SURFACE
100 YR.,24 HR. DESIGN STORM
CONDITIONS)
SWALE SEEDING
SPIKE BENTGRASS
/a9rositir ezarataJ
WESTERN MANNAGRASS
PROPORTIONS PERCENT PERCENT
BY WEIGHT PURITY GERMINATION
50% 98 � 90
15% 98 85
`�g J.,IgF
( ,`'tt� ���'�c��
ti
y
I
noiiAug, C"06. 3.n I%2 #
B %.s/ �ii/� a4TE'�1 ILIA I1
BYY -' °'�W DATE' ///?/*
m WI
I
FLOW (DEVELOPED
2 (MIN)
0.79' FREEBOARD 12' DEPTH
100 YR. -,
(gtyceria occideniatu)
SHORTAWN FOxTAIL
15% 90 80
/// \ 1
\
(a[opecuras aequatisJ
� /LM1AL {��
I I y
1 I of w
\
A vi K /%
SAWBFAK SEDGE
(caret stipataJ
10x 98 90
E1MS 3/1j2004
29.20* '
01 1Y ®IF nw, wrr ®PT
DEPARTMENT OF PUBLIC WORKS
4
DESIGN (2 YR�
DEPTH= 4'
ACT DEPTH =0.21' 00
SPIKE PUSH
(teocnaru pa[ustrs J
1oz s2 es
SCANNEDHAR
p� DRAINAGE
ROAD, 1DRAINAGE
?
00'
GRASS COVERED BOTTOM
- 1 00
BIOFILTRATION SWALE SEED MIX
E G E R ENGINEERING
SEIPER & WATER PLAN
AND SIDES (SEE SPECS)
BIOFILTRATION
SWAGE
,AY ML SORT PLAT
el 3
9419 South 204th Place
DESU JJJ DAZE 11/8/03 FILE NAPE: HYLSP -2
.O
N.T.S.
JJJ
ww y n NE
���! � j♦�p� 1
7i H STREET
SB8.50'43E(Pj
/ 1 C�'
PhoneeNo. 206 850 -0934
��. �!".. 1' � 20' nA0 MqL• PALL`
CHECK
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IJ78.15'(M)
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s665z'17 E(M)
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N0.
REVISION BY APPR. DATE
Fox No. (1253)1850 -0155 3b /D
e?i °F
ROLL 1193" FR !..t.P,;,�.
4 6
0