HomeMy WebLinkAboutR-376234LJ
I
L4
SEE SHEET RD -03 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
co
TG510.56
IE=506.67, 6"0
w
WMAILBOX, 1- UNIT NEIGHBORHOOD
SEE DETAIL SHEET
- DT -01
_ C8 #15, TYPE 2-48'0 »
. ' W/ BI-DIRECTIONAL GRATE #14, TYPE 2-48
w Q _ C8 17 TYPE 2-48'00 STA , LT
J
0 10 WATER EASEMENT � � ;:. STA � LT STA LT ROTATE STRUCTURE 180'
CY
ROTATE STRUCTURE 180
n- �' 10+56.61, 18.0T 12+01.029 10.OS
TG=510.56 �- _. , 11 +20.36, 9.87 CO
IE=507.13, 6"0 �•> coTG=509.63
. YR..,. = c0 co
TG 508.76 TG=508.69 TG -509.23 IE=505.63, 6"* ro
W • : -� IE=504.73, 6"4 IE=504.09, 6"4 IE=505.23, 604
W
9 : . 1 LF, 12"0 SD --- --1
62.3 ._._ 0
Z
PROPOSED WATER -
r
5' SIDEWALK
Z
. • -sem
. LF, 12"0 SD
3 -749- LF, 18"0 SD
-2-7- LF, 12*0 SD
STA. 10+00.00, 31.50 LT.
27.7 _u-�-�-
:.� ti� ��.
CENTER OF CUL-DE-SAC •. + 20- LF, 12"0 SD
I �
19.7 .r
o
V. 2 N
i
r
+
4',f
♦ O
5 SIDEWALK
/ / • , • • ~------------ ------------------ -- • -
.-'•'•.... ....------........................................... ........................ .... .... ................ ...... - .
• --------------- ................ .------............ ...---------............ .... ..........---...
................ ..........
_.--
10 ,
co 1' MAX. FROM BACK OF co
TG=510.20T G=509.CO SIDEWALK (TYP.) TG=509.26
IE=506.03, 6-0 �_ .�, 3939 Co OFFSET FOR CLARITY IE=504.86, 6•
504 600
3 TG=508.69
20' PUBLIC SHARED 01 coo IE=503.62, 6"0 DRIVEWAY APPROACH PER
ACCESS EASEMENT ��� 34 a"s 10' PRIVATE JOINT ce #18, TYPE 1 DETAIL ON SHEET DT -01
UTILITY ESM'T. (TYP.) STA P RT C8 #16, TYPE 1 (TYP.)
P
I
12 13 10+56.47 9.65' 14 W/ THRU CURB INLETAND BI-DIRECTIONAL GRATE
RT 15
STA 11 + 19.56, 9.78'
ROAD A
(LIMITED RESIDENTIAL ACCESS)
ao ao ao °porn 00 a� °0►ao 00 ao °°°ao oo'� °' ao a'`ao X40 �1 0 too
0 0 0 00 0i L0 0 0�0 0l0 0�0 00 0Lol 0 �o Ingo Ingo ,neo �n In
In 9
to 10 10 It) 110 Lin io
525
520
515
510
505
fll
495
d12 MbrD"s BNore You Dip
811
a" Locam CmAw
w.rrroa►,wN
ST . 10+00.00 31.50' LT.
C OF U - -
€
0
0
o u)
+o
o�
cnW
N 00
o O
+U-)
U
PROPOSED GRADE O (j
V
Lm AW 1.50
$2.3
LF, 112 "6 S
PVI STA: 11+20.25
PVI ELEV: 507.73
LP STA: 11+20.25
LP ELEV� 5.08.11
K: 33.33
LVC: 100.00
N *
O O
+U-)
e, U
V
U
EXISTING GRADE 0 q
LF 12"
L
7 .o •
CONSULTING E N G I N E E R_S LLC �.•" 7 AS -GUILT ESM 01/05/16 suIYED:
334M 9th
Suite 205 Avenue South 10
I * I I • ti� DESIGNED:
Federal Way, WA 98003p� 00"
• • LGB
www.eomcmi.com �r rw ('� X13 • DRAWN:
ELU� (SW ..:_:
IR
I ���A . 'Oi1 t t CHECKED:
ESM JOB #1670-003-013 Al NO. REVISION BY DATE APPR APPROVED:
0
0
g
3' COVER N O
(MIN.)
Htnl
1.50%
W�
Z
PROFO$ED WATER J
I
H
'ICB 114. 2-48"0
ROTATE STR TORE 1
508.64± TG
501.92 IE 18"0
501.56 I E 18"0
12+00
SCALE
1 "=20'
owWCH
AT FULL SCALE
IF NOT ONE RcH
SCALE AOCONI N A Y
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T.
THAT THE INFORMATION SHOWN HEREON REFLECTS THE dt
AS -CONSTRUCTED CONDITIONS."THIS CERTIFICATION IT
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SURVEYING PRACTICE. ss j
44025
a
ZACKARY T. LENNON, L.S. NO. 44925
DATE:
KEY MAP
DRIVEWAY APPROACH TABLE
Un f
STATION -
OFSET
1.
ELFVG UM
2
STA. =11 +35.78,
10.00'
19.7 LF, 12"0 SD
507.94
CB 19 TYPE 1
STA.=11 +09.78,
10.00'
O S-91SM02.54%
507.92
W/ BI -DIR TIONAL GRA
STA. =10+23.46,
69.90'
LT.
509.61
TG=b� ...
-�
STA. =9 +79.42,
i 7
_ _
PROPOSED SEWER
IE= 12"0 504.75 WE
STA. =9+61.25,
54.38'
.
509.89
IE -be 4.44 12"0 504.74 $E
STA.=9+56.67,
19.35'
LT.
B #15t TYPE 2-48'0
10
STA.=9+70.63,
2.59' RT.
1270 St�3.50 E
/ BI-DIR CTIONAL GRATE
EE SHEET D-04 »
27.7-24- LF, 1! 2 0 SD
It
12 0 503.63 S
OTATE STRICTURE 180'
i�
S' 1A �. �
10.00'
_ ._16 TYPE 1
Tv _ $47.8-
E=�b4�� 1'2"0502.87 W
14
1 TYP
JAKEIE
TG
.
W' THRU CUR INLET
12"0 502.63 S
AICD BI-DIREC ZONAL GRATA
RT.
IE=� 6"�
44 S
T�=���.� 50.9
�.
1E. 6"0
6 0
RT.
»
IE 12"0
.95 N
"
IE' 60 503.65 S
IE��S�-+� 116"s� 502.36 E
IE��. 12" O SQ3.13 N
9+60 10+00
10+40
10+80 11+20 11+60
CONSULTING E N G I N E E R_S LLC �.•" 7 AS -GUILT ESM 01/05/16 suIYED:
334M 9th
Suite 205 Avenue South 10
I * I I • ti� DESIGNED:
Federal Way, WA 98003p� 00"
• • LGB
www.eomcmi.com �r rw ('� X13 • DRAWN:
ELU� (SW ..:_:
IR
I ���A . 'Oi1 t t CHECKED:
ESM JOB #1670-003-013 Al NO. REVISION BY DATE APPR APPROVED:
0
0
g
3' COVER N O
(MIN.)
Htnl
1.50%
W�
Z
PROFO$ED WATER J
I
H
'ICB 114. 2-48"0
ROTATE STR TORE 1
508.64± TG
501.92 IE 18"0
501.56 I E 18"0
12+00
SCALE
1 "=20'
owWCH
AT FULL SCALE
IF NOT ONE RcH
SCALE AOCONI N A Y
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE T.
THAT THE INFORMATION SHOWN HEREON REFLECTS THE dt
AS -CONSTRUCTED CONDITIONS."THIS CERTIFICATION IT
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SURVEYING PRACTICE. ss j
44025
a
ZACKARY T. LENNON, L.S. NO. 44925
DATE:
KEY MAP
DRIVEWAY APPROACH TABLE
Un f
STATION -
OFSET
-
ELFVG UM
2
STA. =11 +35.78,
10.00'
LT.
507.94
3
STA.=11 +09.78,
10.00'
LT.
507.92
SHARED
DWY
STA. =10+23.46,
69.90'
LT.
509.61
7
STA. =9 +79.42,
71.52'
LT.
510.02
8
STA. =9+61.25,
54.38'
LT.
509.89
9
STA.=9+56.67,
19.35'
LT.
509.91
10
STA.=9+70.63,
2.59' RT.
509.81
12
STA. =10+09.48,
12.49'
RT.
509.48
13
STA. =10+35.48,
10.00'
RT.
508.84
14
STA. =11 +49.48,
10.00'
RT.
508.03
15
STA. =11 +75.22,
10.00'
RT.
508.38
4K SEE DRNEWAY DETAIL 3-004 ON SHEET DT -01
525
520
nj CURB FLYABLE
515
am
1/4
1/2 p
510 3/40
ECR
STATION OFFSET
ELEV.
10+12.43 11.75' RT.
.19
---- ----
509.75
---- ----
509.92
---- ----
---- ----
.89
500.60
10+4.3.44 43.25' LT.
506.95
Q= 27033'43" R=45.00'
L=212.76
�5 I n2 CURB FLYABLE
500
eca
ECR
STATION
OFFSET
ELEV.
10+12.43
11.75' RT
509.19
----
----
509.10
10+24.85
10.00' RT.
509.00
=16*01'56"
R=45.00'
L=12.59'
(3', CURB FLYABLE
495 am
1/4 p
t/2 p
3/4,&
ECR
STATION
OFFSET
ELEV.
10+43.44
43.25' LT.
504.95
----
----
506.74
----
----
506.51
----
----
506.29
10+86.66
10.00' LT.
504.07
Q=74"51'50'
R=45.00'
L=56.80'
12+40
011
H°N� � n3/1"1 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
n
SCALE: 1 »a20' IHoRIz.
1 =5 VERT.
"62
20 10 0 20 40
STORM NOTES:
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION
MUST IMPLEMENT FLOW CONTROL BM S. UNLESS
CONSTRUCTED AS PART OF THIS SUBDIVISION.
COMPLIANCE WITH THIS REQUIREMENT WILL BE
ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR
RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
APPLICATION IS MADE FOR A SIDLE FAMILY
RESIDENTIAL BUILDING PERMIT FOR EACH LOT.
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS
SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD
REPAIR BY EACH LOT OWNER.
3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING
INSTALLATION PER THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCN INSPECTION VIDEOS AND WRITTEN
REPORTS. THE CCTV INSPECTION SHALL INCLUDE
ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT
WILL BECOME CITY OWNED/MAINTAINED AND ALL
PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES
AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR
AND COMPATIBLE WITH THE CITY'S VIEWING AND
RECORDING SYSTEMS. THE CITY WILL ONLY
ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS
VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG
VIDEO FILE FORMAT) AND IS 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 Bt3RNE 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 CCTV INSPECTION,
EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQURIED 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.
8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS
LESS THAN 1 FOOT.
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 HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
(NOT FOR MAIN CONVEYANCE)
R-316234
CHECKED FOR COMPLIANCE TO CITY STANDARDS
RY L E E' S PLACE 01/05/201
FIELD900K:
PAGE:
ROAD AND STORM PLAN AND PROFILE DING NO:
RD -01
�: 9 �:22
Qo: R30 G 23i
00
00
I�
tT!
g e�v
0
o
w
N
�yM 1
w�►-d O
> i
W
00
00 �
00
N
00
00
N
CD
M