HomeMy WebLinkAboutR-3762101
CB f11, TYPE 2-48"4
STA 12+83.24, 10.22' LT
ROTATE STRUCTURE 180'
82 LF, 18"0 SO
DRIVEWAY APPROACH PER
DETAIL ON SHEET DT -02
(TYP.)
A PORTION OF THE SW 1/4 OF THE SW 1/4 OF
STA. 12+97.50 TO STA. 13+83.00
SIDEWALK AND LANDSCAPE STRIP TRACT A
SLOPE TO POND. SEE CROSS
SECTION SHEET DT -01 (STORM DRAINF
om Omm"IMMIM■I
•., L oVoUO SEE SHEET PN -01
---- ------ OnO�o,(� X00
�OOQ�OoOo CB #6, TYPE 1
CB /12, TYPE 1 0 W/ THRU CURB INLET
STA 13+72.73, 9.22' LT a STA 14+32.77, 9.95'
-ADA RAMP #2 SEE
91 LF, 12"0 SO \
18 LF1 12"0 SD__a,20 L'�"0
fI__
PROPOSED WATER
C
STORM
5' SIDEWALK
CB 4 TYRE
' J
STA.=14+06.09,
TG=504.96
IE=498.34
IE=497.84
IE=497.848"0
w
ESM /28/14
GN
ESM 7/17/14
ESM 8/18/14
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REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
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ADA RAMP #3 SEE
R=25'
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ADA RAMP
#1 SEE
THE FOLLOWING PROCEDURE:
SHEET RD -04
SHEET RD -04
m 3ID
10' PRIVATE JOINT
JOINT UTILITY
TRENCH (TYP.)
STOP SIGN
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
C0 UTILITY ESMT. (TYP.)
I+ I
II
m
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
r
TG=510.28
IE -506.27, 6"o
n
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
CB #13, TYPE 1
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CB /5, TYPE 1
W/ THRU CURB INLET
SEE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS
STA 13+72.73, 9.22' RT
STA 14+32.771 10.31'
RT
6"0 S.D. ® 0.5%
3' MIN. (TYP.)
MIN. (TYP.)
42 LF,
12"0 SO
16
ADA RAMP #4 SEE -
17
SHEET
RD -04
ROAD A
(LIMITED RESIDENTIAL ACCESS)
515
W
Z
505 1 1J
I500
495
Cd 2 Warkklp Dari Balora You Dip
811
Umb" Wwwvwd Loealm Cw*w
0D9r D,CR,WA)
PVI 'TSTA: 13+OE
PVII ELEV: 510.
HP_. STA:--12-+77C
HP I ELEV: 509.
LVCK: 16.67
: 125.00
82-LF. 18p0 SO
GRADE ® (L'.
EXISTING GRADE ® G
12"OISO
18 LF, 12"0
® S=0.50%
PVI STA: 14+20.25
I PVI E I: 503.85
LP STA: 14+32.77
LP ELEV 504.22
515 K: ;.26
6N 510
U
�. II 1.1E c -•row IE=501.`-0 12"0
ROTATE STRUCTURE 1 0'
TG=509.56 #13.
IE=500.5 CB TYPE
18"0 CB #50
13
IE=501.0 12"0 T =501.'19 12"0
1=5 18 "
12+80 13+20 tM.Cp�
®GONSULTING ENGINEERS
339WMh Avenue SvWh
Suit -205
F.-. Wey, WA 9W03
www.eamcivil.com p�,•
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495
Row la B4,-
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)' EXISTING R/W
i
STORM
NOTES:
CB 4 TYRE
l I i
STA.=14+06.09,
TG=504.96
IE=498.34
IE=497.84
IE=497.848"0
w
ESM /28/14
ESM 36/05/14
ESM 7/17/14
ESM 8/18/14
I
BY DATE APPR
COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE
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"
REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
is
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1. REINFORCED CONCRETE PIPE
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED
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2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
N
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ADA RAMP
#1 SEE
THE FOLLOWING PROCEDURE:
I- W
SHEET RD -04
m 3ID
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION
00
i I
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
NIm
I+ I
II
m
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
r
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WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
CB
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ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
SEE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS
3' COVER vi
(MIN.)
504.01
.99.11 1
5 TYPE
THRU Cl
504.0
.99.01 1
.99.01 1
14+00
0F RST SUBMITTAL
1 SECOND SUBMITT
2 1 THIRD SUBMITTAL
3 1 MYLAR SUBMITTAL
1
14+40
cfTaT/[ ME
Q
120TH AVE. S.E.
SEE SHEET RD -03
INr'x
1. 14+77.4
STA. 52+21
EV: 504.95
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I
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L A
STORM
NOTES:
CB 4 TYRE
2-48-0
112"0
118"0
STA.=14+06.09,
TG=504.96
IE=498.34
IE=497.84
IE=497.848"0
14+80
ESM /28/14
ESM 36/05/14
ESM 7/17/14
ESM 8/18/14
BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION.
BY DATE APPR
RGE 5 E. KING COUNTY, WA
20.00, 120TH AVE S.E.
RR
S.E.
SCALE: 1 =2o HORl2.
1"-5' VERT.
20 10 0 20 40
t c Z
2
I I I m p
KEY MAP
STORM
NOTES:
ELEVATION
TR -A
STA.=14+06.09,
10.00' LT.
I 504.59
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON
STA.=12+54.37,
LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL
I 509.52
BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION.
STA.=12+42.29,
COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE
509.36
DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE
REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL
ALLOWABLE PIPE MATERIALS
BUILDING PERMIT FOR EACH LOT.
1. REINFORCED CONCRETE PIPE
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED
D
MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
N
a
3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION PER
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
THE FOLLOWING PROCEDURE:
KNOWN AS HDPE PIPE OR HOPP)
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE CCN
m 3ID
INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCN INSPECTION
4. CORRUGATED POLYETHYLENE PIPECPEP
( )
SHALL INCLUDE ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT WILL BECOME CITY
(NOT FOR MAIN CONVEYANCE)
OWNED/MAINTAINED AND ALL PRIVATE 8 INCH DIAMETER OR LARGER
m
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND COMPATIBLE
n
WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY WILL
DRIVEWAY
APPROACH TABLE
ONLY ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS VIEWABLE
BY STANDARD VIDEO PLAYER (I.E. MPG VIDEO RLE FORMAT) AND IS
LOT /
STATION -
OFFSET -
ELEVATION
TR -A
STA.=14+06.09,
10.00' LT.
I 504.59
1
STA.=12+54.37,
10.00' LT.
I 509.52
16
STA.=12+42.29,
10.00' RT.
509.36
COMPATIBLE WITH GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND DOWNSTREAM
CONNECTING STRUCTURES AS SOWN (AND IDENTIFIED) ON THE
APPROVED PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCN INSPECTION SHALL
BE BORNE BY THE PROJECT DEVELOPER. THE DEVELOPER SHALL
BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND
DURING CCTV INSPECTION, INCLUDING THE COST OF ANY ADDITIONAL
CCN INSPECTION, EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQUIRED BY THE CITY TO VERIFY THE CORRECTION OF SAID
DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN
* SEE DRIVEWAY DETAIL 3-004 ON SHEET DT -01 THE CCN INSPECTION PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1
FOOT.
520
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510
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9 1"=20' II91aaW.N:.'9wpw d1 CITY OF RYLEE'S PLACE 08/18/201
LGB •u RENTON
CJR CNEl DATUM - ROAD AND STORM PLAN AND PROFILE MMYC RO
tl1D •T I Planning/Building/Public Works Dept. RD -OZ
IF ILO! U2 lY
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10 X21
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