HomeMy WebLinkAboutR-3762125 4
STA. 30+00.00
END OF SHARED DRIVEWAY
CO CO
TG-512.04TG=512.05
IE=506.54, 6"0� I[:/ -IE -508.42. 6"0
GO
TG=512.03
IE -507.97. 6"0
8"0 S.D. 0 1.0%
(TYP.)
00
TG=511.51
IE=507.20, 6'0
22' PUBLIC SHARED I
EX. 10' ACCESS EASEMENT"
REC. NO. 8101160238
1 1
A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
10' PRIVATE JOINT
UTILITY ESM'T. (TYP.)
23 LF, 12"0 SD--\ \ /
31+00
+310+40.00, 10.00' T
I 1 I
3' MIN. (NP.)
1
7 �'...
10' WATER EASEMENT
8
ACCESS EASEMENT
(SHARED ACCESS EASEMENT)
SEE SHEET RD -03
X17, j
SHEET RD -01
PROPOSED -
WATER
LF, 12"0 SO
PROPOSED
SEWER
I
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13
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504.77
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STA. 30 +00
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LOT OWNER.
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INSTALLATION PER THE FOLLOWING PROCEDURE:
A)
END OF S
ELEV: 511.98
RED DRIVEWAY
515
z
CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM
i Nz
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
m
STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED
n
AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN
CENTER
3rA_._T5
OF CUL-DE-SAC
U77
515
I
COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING
SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS
/V
ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO
RINl�lE3 R>✓Qr�
PLAYER
NITEXP. VIDEO
VIDEO FORMAT)
WITH GRAMPG
SH LLL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND
ELEV: 539.68
IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION
a
PLANB)
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
PROPOSED
GRADE
0 (�
ADDITIONAL CCN INSPECTION, EXFILTRATION TESTING OR
AIR TESTING THAT MAY BE REQUIRED BY THE CITY TO
VERIFY THE CORRECTION OF SAID DEFICIENCY.
510---
THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS
INCURRED IN THE CCN INSPECTION PERFORMED SOLELY
FOR THE BENEFIT OF THE DEVELOPER.
-
_
4.
PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS
1-.
THAN 1 FOOT.
510
EXING
GRADE
0
505
-----
505TI
500
OPO
---i
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(
-
II
-
500
23
LF, 12"0 SO
®
=2.00%
495
495
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CONSULTING 20ENGINEERS LLC 4!'��
33000 BIn Avenue Same I ® 10 I�I q
Sutte 5
Fadere Way, WA 98003
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10
5' 8 I
+-K STA. 51+76.10, 16.00 RT.
OO� O ® EL.=504.41' ri
-� O ooDOoao " r -7M- RAMP #1
i
4' WN
W`
`8
0 0 / Q
+ J
D=8Q
8'45'14"
R=35.00'= o
m L=54.22' O w
N�
® ROAD A I T
RAMP #2 (LIMITED RESIDENTIAL ACCESS) >4
STA. 14+27.40, 10.00 LT.
RAMP #2
SPOT ELEVATION CHART
POINT
ELEVATION
A
504.07(0 FL)
B
504.09(0 FL
C
504.10
D
504.12
E
504.70
F
504.72
G
504.77
H
504.79
CURB RAMP DETAIL
SCALE: 1"=10'
CURB RAMPS TO BE WSDOT STD PLAN
F-40.15-02 TYPE PERPENDICULAR B
STORM NOTES:
1.
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
A
CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST
B
IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS
C
PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS
D
REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN
E
SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE
F
REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY
G
RESIDENTIAL BUILDING PERMIT FOR EACH LOT.
2.
FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE
c
OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH
o
LOT OWNER.
3.
STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING
s nm
INSTALLATION PER THE FOLLOWING PROCEDURE:
A)
THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY THE
C
CCN INSPECTION VIDEOS AND WRITTEN REPORTS. THE
z
CCN INSPECTION SHALL INCLUDE ALL PROJECT STORM
i Nz
DRAIN LINES AND CONNECTING CATCH BASIN AND MANHOLE
m
STRUCTURES THAT WILL BECOME CITY OWNED/MAINTAINED
n
AND ALL PRIVATE 8 INCH DIAMETER OR LARGER DRAIN
LINES AND CONNECTING CATCH BASIN AND MANHOLE
m
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR AND
I
COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING
SYSTEMS. THE CITY WILL ONLY ACCEPT VIDEO SUBMITTALS
/V
ON CD OR DVD THAT IS VIEWABLE BY STANDARD VIDEO
RINl�lE3 R>✓Qr�
PLAYER
NITEXP. VIDEO
VIDEO FORMAT)
WITH GRAMPG
SH LLL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM AND
DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND
IDENTIFIED) ON THE APPROVED PROJECT CONSTRUCTION
a
PLANB)
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 CCN 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 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.
RAMP #1
SPOT ELEVATION CHART
POINT
ELEVATION
A
504.40(0 FL)
B
504.42(0 FL)
C
504.43
D
504.45
E
505.03
F
505.05
G
505.10
H
505.12
n -in 4
SCALE: 1"-2U xa62.
1"-5' VERT.
20 10 0 20 40
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HOPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
(NOT FOR MAIN CONVEYANCE)
k. 14+27.47,
=504.11'
RAMP #3
... ...?\
.................. ..
1
RAMP #4
RAMP #3
SPOT ELEVATION CHART
POINT
ELEVATION
A
504.15(0 FL)
B
504.07(0 FL
C
504.18
D
504.16
E
504.78
F
504.76
G
504.85
H
504.83
ROAD A "
RT. (LIMITED RESIDENTIAL ACCESS)
W�
S �W
W8
Q F
D=91'14'46" = o
R=35.00'
L=55.74' p w
N�
I, T
STA. 52+66.12, 16.00 RT.
1AL_ 8 EL 505.01'
CURB RAMP DETAIL
SCALE: 1"=10'
CURB RAMPS TO BE WSDOT
STD PLAN F-40.15-02 TYPE
PERPENDICULAR B
R-316212
CHECKED
SPOT ELEVATION CHART
POINT
ELEVATION
A
505.02(0 FL)
B
504.98(0 FL
C
505.05
D
505.01
E
505.65
F
505.61
G
505.72
H
505.68
1
CITY STANDARDS
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.'9m RYLEE'S PLACE 08/18/201,
'�"""°"""°"'°°' CITY OF
1 SECOND SUBMITTAL L ESM 06/05/14 � 1"=20' p C I� I�
2 THIRD SUBMITTAL ESM 07/17/14 LGB \ L �1 TO V °im"�'�
3 MVLAR SUBMITTAL ESM 08/16/14 wwm: CJR wE na DATUM ROAD AND STORM PLAN AND PROFILE 9lwrc 99:
ul uu wE Planning/Building/Public Warks Dept. AND CURB RAMP DETAILS RD -04
F NOi p!E INpI
NO. REVISION BY DATE APPR "A""� �'1E "C01�""-' -y I: 12 =:21