HomeMy WebLinkAboutR-3762303709600 20
ELMER & FLORENCE
MADARAIWG
296 LF, 8"0S
W/ CLEANOUTS
EVERY 100'
O S=0.50%
JESSIE GLEN
HOME
OWNERS
ASSOCIATION
2:1 MAX., (TYP.)
5' EXISTING
DRAIINAGE EASEMENT
J (D)T AORWA)
U- I[-
SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY
6198400221 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF , WA
DAVID CHRISTMAN 6198400222 DAVID CHRISTMAN 6198400
200 I
CORDON AND LOIS YORK
t
I
5' WATER EASEMENT
RECOMM No.
9111210817 5 �
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PAD=512.00 6198400245
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PAD=511.60 RON & ANABELLA NICHOLSON 3
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6198400243 O 1' � {
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RECO�ROMIG77
_ ._ _ _ -e _ _ _ _ _ _ _ _ t 6198400245 6198400242
No. �1
PAD=511.30 ►
RON & ANABELLA NICHOLSON
NATHAN RIDER
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' EXISTM
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STOP -509.65
\Top
I 509:77 g �T 510.17
TOE=506.65 g �� � � g SILT NCE TO BE PLACED AT
�I N:160493.59 ~' h Ili C LMMTS. SEE STD PLAN
E:1306183.24 214. ON SHEET GR -03
I IE=505.04 8"� SD DAYLIGHT PRE RVE AND PROTECT
i CONTRACTOR TO VERIFY LOCATION EXIS YARD DRAIN. C TOR TO COORDINATE WITH
AND ELEVATION OF EX. SWALE INLET ACENT PROPERTY OWNER
PRIOR TO CONSTRUCTION PLEfE
Of'FSITE GRADING.
I
6198400300
DHILLON SIMRIT
I
EXIST"G SWALE
CONSULTING ENGIN-EEFLS LL
33400 ft, Avenue -%us, 2 10 I ♦ I �
Suite 05
Feeiw* Way, WA 90003
FUNK Mr
(mss) es-e� 13
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ESM JOB #1670-003-013
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15�f6"o.
REVISION
POTENTIAL STOCK PILE
STORAGE LOCATION
ESM
i
g TOP_507.34
r-
TOE 506.34
PROPOSED BLOCK WALL
WITH WALL DRAIN
;12'
+
�
ROCK CHECK
CK DMA PER DETAIL
i
i
ON SHEET GR -03, (TYP.)
9
I°
t t��
i
i
30" ACCESS EASEMENT
?i f
r F
W
RECORDING NO. -
= 4,830 SF
SURFACE AREA PROVIDED
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z
U
6198400066
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0
<w
DENISE KELLY I
= 493.50
POND TOP LENGTH
0
o
ty
a
ORIFICE DIA.
CL
DEWATERING TUBE DIA.
I
RISER PIPE DIA.
r^
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YD 1,=160789.80
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E=1306190.18
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IE=506.52, 8"0
5' PRIVATE DRAINAGE
3709600 20
ELMER & FLORENCE
MADARAIWG
296 LF, 8"0S
W/ CLEANOUTS
EVERY 100'
O S=0.50%
JESSIE GLEN
HOME
OWNERS
ASSOCIATION
2:1 MAX., (TYP.)
5' EXISTING
DRAIINAGE EASEMENT
J (D)T AORWA)
U- I[-
SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY
6198400221 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF , WA
DAVID CHRISTMAN 6198400222 DAVID CHRISTMAN 6198400
200 I
CORDON AND LOIS YORK
t
I
5' WATER EASEMENT
RECOMM No.
9111210817 5 �
6
/ fJ
f f° {
PAD=512.00 6198400245
P
PAD=511.60 RON & ANABELLA NICHOLSON 3
f
6198400243 O 1' � {
DENNIS GLOSTER ��""- --._. INTERSECTION SIGHT TRIANGLE +`
p
i
to ACCEssEASEMENT4
RECO�ROMIG77
_ ._ _ _ -e _ _ _ _ _ _ _ _ t 6198400245 6198400242
No. �1
PAD=511.30 ►
RON & ANABELLA NICHOLSON
NATHAN RIDER
8t011soz� � /
' EXISTM
W# R
STOP -509.65
\Top
I 509:77 g �T 510.17
TOE=506.65 g �� � � g SILT NCE TO BE PLACED AT
�I N:160493.59 ~' h Ili C LMMTS. SEE STD PLAN
E:1306183.24 214. ON SHEET GR -03
I IE=505.04 8"� SD DAYLIGHT PRE RVE AND PROTECT
i CONTRACTOR TO VERIFY LOCATION EXIS YARD DRAIN. C TOR TO COORDINATE WITH
AND ELEVATION OF EX. SWALE INLET ACENT PROPERTY OWNER
PRIOR TO CONSTRUCTION PLEfE
Of'FSITE GRADING.
I
6198400300
DHILLON SIMRIT
I
EXIST"G SWALE
CONSULTING ENGIN-EEFLS LL
33400 ft, Avenue -%us, 2 10 I ♦ I �
Suite 05
Feeiw* Way, WA 90003
FUNK Mr
(mss) es-e� 13
�1T
www•oomcm.com e!i7-fM0
Bloom=cies .ee-sw.
..waz.E"0iw..ri"q I � _...mow Inas �M
ESM JOB #1670-003-013
►�'' ILO • •
10 4f 0 7 AS -BUILT
.y~
15�f6"o.
REVISION
POTENTIAL STOCK PILE
STORAGE LOCATION
ESM
i
g TOP_507.34
r-
TOE 506.34
PROPOSED BLOCK WALL
WITH WALL DRAIN
;12'
+
�
ROCK CHECK
CK DMA PER DETAIL
SUB BASIN AREA
ON SHEET GR -03, (TYP.)
9
I°
t t��
= 2.32 CFS
?i f
r F
W
SURFACE AREA (REQ'D)
= 4,830 SF
SURFACE AREA PROVIDED
= 79.305 SF
TOP BERM ELEV.
W
I
>
1�
= 504.75
EMERGENCY SPILLWAY WIDTH
= 6.0'
POND BOTTOM ELEV.
= 493.50
POND TOP LENGTH
0
1
f,
tV
T
q INT'X
A. 144+77.-M. A
= STA. 52+20.00, 120TH AVE S.E.
ROCK CHECK DMA PER DETAIL
ON SHEET GR -03, (TYP.)
INTERSECTION SIGHT TRIANGLE
}1
t
1 00=40 9
=40'
ONE INCH
AT FULL SCALE
IF NOT ONE MCH
SCALE ACCORDNGLY
R-316130
ADOCAL- NWD 19w
HORMWAL: NAD 1953/1991
Aid �
DATURA
n
SCALE: 1 " = 401
40'
20' o
CONTOUR INTERVAL = 1'
T.E. S.C. POND TABLE
SUB BASIN AREA
= 4.86 AC
INFLOW 10 YR 15 MINUTE
= 2.32 CFS
INFLOW 100 /15 MINUTE
= 5.08 CFS
SURFACE AREA (REQ'D)
= 4,830 SF
SURFACE AREA PROVIDED
= 79.305 SF
TOP BERM ELEV.
= 505.75
TOP OF RISER PIPE
= 499.25
EMERGENCY SPILLWAY ELEV.
= 504.75
EMERGENCY SPILLWAY WIDTH
= 6.0'
POND BOTTOM ELEV.
= 493.50
POND TOP LENGTH
= 130'
POND TOP WIDTH
= 4,09
ORIFICE DIA.
= 3"
DEWATERING TUBE DIA.
= 6.00"
RISER PIPE DIA.
= 12.00"
GRADING QUANTITIES
STRIF"NG (6" DEPTH) 39500 C.Y.
CUT = 7,750 C.Y.
FILL 99000 C.Y.
RIGHT OF WAY SECTION (DIET CUT) _ 1,000 C.Y.
NET (FILL.) = 250 C.Y.
EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES
ONLY.
QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES
DO NOT ACCOUNT FOR ANY SHRINK OR SWELL
FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY
TO CALCULATE THE EARTHWORK VOLUMES FOR BID
PURPOSES.
CONSTRUCTION SEQUENCE
1. PRE -CONSTRUCTION MEETING.
2• POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FUG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONOS AND TRAPS.
8. GRADE AND STA81UZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS,
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE
SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
SfTE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WRH THE CITY'S EROSION AND SEDIMENT CONTROL STANQAROS,
12. OWER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR 7W0 DAYS DURING THE WET SEASON WITH STRAW, Nippp FIBER
MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13. STi1&UZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS,
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BAAPS REMOVED IF APPROPRIATE.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
RECORD DRAWING]
CITY OF I RYLEE'S PLACE
� RENTON
Planning/Building/Public Works Dept.
GRADING & T.E.S.C. PLAN
A$: K 376230
01/05/201
PAGE:
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