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EX 10" CITY OF SAWCUT INTO EXISTING ASPHALT, AS NECESSARY,
RENTON WATER MAIN TO INSTALL STORM MAIN MODIFICATION. TRENCH
\ RESTORATION AND OVERLAY SHALL BE PER CITY
A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M.
INTERSECTION
STA 2+40.29 (CHELAN AVE NE) APPROX. LOCATION OF EXISTING
=STA 20+00.00 (ACCESS EASEMENT) 8" DUCTILE IRON WATER MAIN
INSTALL 12' RESIDENTIAL DRIVEWAY PER (FIELD LOCATED)
C.O.R. STANDARD DETAIL R1B - 104.3 FISHER, SHERRIE M. (REF W-332501)
STD.6.5 MIN WIDTH FOR TRANSVERSE PATCHES. SI C HOMES LLC 3 F/L: 432.62 1045 CHELAN AVE NE
\ PATCH SHALL EXTEND ACROSS EVERY AFFECTED 1039 CHELAN AVE laE SEE DRIVEWAY DETAIL SHEET C6) PRC STA 3+00.42
C7 ( #1023059473
TRAVEL LANE (NE 10TH STREET) #1023059472 CL: 433.12
EX. CB #4 (PER R-332511)
APPROX LOCATION OF EXISTING THA ANE &
51' - - - - - - :.. :: ,. ..- - r - - - - 8" SANITARY SEWER MAINS MII, AI3
I�ERRAHM
PC STA 2+56 04 MAURA E
1_�b0 S S SVO Sb'0 Sb'0 b..:... 50; .:. Sb0 :::.: , ::'. b;:::, -:S :�:----.Sb :: ,':.:.:.5�.- b .
@ S=28.42% - - "...........:...: CL: 433.03 (EIEC TED) 1051 CHELAN AVE ISE
D LOCA
REF S-332504
..... ... ( )
43 LF - -
SC. 432.86
12
CPE ��
SW CB#12 CHELAN AVE NE 3z LF -12 CP SW . ::::::::::::::::::::::::::..... FL: 432.76
- - - - - „n PROPOSED SAWCUT
................................................................. 1111 .:: .::::IC/1 .......................... ........................
...................M.................... N M .......................... M.....................
Nr M M M _
0
@
5-0.50 /o
RESIDENTIAL ACCESS ROADWAY PROPOSED PLANTER
( )TYP
CONTRACTOR TO 9 LF - 12" ,_ :::::::::::::::.::::::: .....:
CB#li CB#10
.::::::::::::::::::::::::::
STRIP VARIES 4.8 8, 0
...........................
...........................
POTHOLE TO VERIFY _ ............. C
PROTECT EX CB IN PLACE
S 0.53 /o
@ � ...... CB#1 tom ::::::::::::: �....................................
43018
20 10 0 20 40
SCALE: 1" = 20'
0 00 1 +00 EX CATCH BASIN AND STORM ..... 2+ o ::::::::::::: cam::
IFA 60 MANHOLE ..........................
I ..
...... PROPOSED 5 (REPLACE GRATE WITH :..: •.. ....
i APPROX. LOCATION OF EXISTING 4
DRAIN TO BE REMOVED _ ......... ...............
CAN BE INSTALLED d o ...............
- ...... SOLID LOCKING ID
............................................:::::::::: SIDEWALK PER COR
o :. ........... .:..::,.. ,.. .. ..
KING COUNTY WD 90 WATER MAIN :....
...... ............. .......... ( h
SS SS
S S S.S...................................S.S...................................S.S S.. STD PLAN 102 TYP
� ( ) 4 REF R-338610 FOR GENERAL
A. 4 .2
II
LOCATION ...; .
CONTRACTOR TO POTHOLE TO
V
C7 _
.......... ........
_ _ ._ - A. 435.12
EX 8 KCWD 90
VERIFY IF A MANHOLE CAN - - - -
60 O /
-asWATER MAIN
- 1;7�ND
ALI
BE INSTALLED .............................................................................................................................................................R VEMEN#9
ROAD IMP O S
sr
,'.
�r
A:'433.8 6
STA 4+04.20
45
m
43:
431
42:
421
41:
411
- 4- - CL: 435.05
ir1 Ndu INSTALL (2) 8' TYPE 3 ROAD
.. ................ I E E E E e M �� 5 / BARRICADES PER COR STD
U) i L :' E �`? DETAIL H18 & H18.1 51�6PROPOSED 18' RIGHT OF WAY DEDICATION
O FL: 432.28 (MATCH EXISTING) I FL: 432.29 E E E E E E E 39 LF - 12" CPE -SW M N IIIA
.....................
...........
434 e•••••e.....e.•• 'E E ' E ••..p.,• (SEE ADMINISTRATIVE STREET MODIFICATION
TBC: 432.78 (MATCH EXISTING) TBC: 432.79 ti@ S=0.74% PTS 3+44.79
p E B#8 f E f Cn APPROVAL UNDER LUA16-000897' MOD)
. O - E fE" ••�•.. E :. CL: 433.66 / fvj
•~co
-435-,'�-LZt //II �E E P•., E
I I
48 LF - 12" CPE -SW.. E E E 4 E "•.E
\ ................
,°r0 E E •...E.
�..: M. �' @ 5=172PROPOSED RAMP: /
E E E E E E E� E E
o.:
INSTALL NO PARKING SIGN
(SEE RAMP #1
�F
LOT 7 E - (PER MUTCD R7-1) ON METAL E .• •.. •'E STA 2+22.00, 18FFE 437.50 EEE DETAIL SHEET
C6)C/) BW. 432.77 (MATCH EXISTING) •••�POST PER COR STD PLAN 129 e
ABBREVIATION K-
EY
INSTALL USPS NEIGHBORHOOD DELIVERY::
All AND COLLECTION BOX UNIT PER COR::::;:..:;:; INSTALL NO PARKING SIGN I " - (STA 3+64.87, 14.5' R) L SC. EXISTING GRADE ELEVATION PROPOSED SAWCUT
- .. """" """"' F,,,, PROPOSED 23.5' NG, GARP A. $z DENISE FL: FINISHED GRADE ELEVATION @ FLOWLINE OF CURB
OP O d0 STANDAR.D PL.A.N H26 `:',.,.,.,: (PER MUTCD R7-1) ON METAL / --- ®105 CHELAN AVE 1�E
4 POST PER COR STD. PLAN 129 LOT 6 RIGHT OF WAY A: FINISHED GRADE ELEVATION @TOP OF ASPHALT PAVEMENT
BW: 432.85 BW: 432.90 •... LOT 5 DEDICATION #1023059332 CL: EXISTING/FINISHED GRADE ELEVATION @ CENTERLINE OF ROAD
i ::iI I (STA 3+16.37,14.5'R) FFE 437,00 FFE 437.50
TRACT A
STORMWATER/ UTILITIES TRACT CHELAN AVE NE PLAN PROPOSED 10'
(SEE SHEET C4 FOR LANDSCAPE BUFFER W
SIDEWALK CONNECTION DETAIL CONTINUATION) SCALE: 1 "=20' (SEE SHEET LS -1 FOR
DETAILS) z Y
SCALE: 1"=10' a
oW
0+00
VERTICAL DATUM:
::5
Know what's below.
Call before you dia.
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961
1+00
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
2+00 3+00
CHELAN AVE NE PROFILE
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
SCALE: HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
SURVEYED: SCALE:
BEYLER CONSULT. 1 =20'
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY
4+00
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
50 rz.z
BAFFLE TO CONTROL fat
FLOATABLES
�P
145 30" STANDPIPE Zp*
24" 0 SOLID
LOCKING LID
* NOTE:
DIAMETER OF STANDPIPE 2X DIAMETER OF
140 OUTLET PIPE AS STARTING POINT. DIAMETER
OF STANDPIPE SHALL BE LARGE ENOUGH TO
PASS THE 100 -YEAR FLOWS WITHOUT
N INCREASING WQ FLOWS BY 10%
MANHOLE STEP
135 (COR STD. 204.60)
TYPE 2-60" CB
(PER COR STD 201.00) PLAN VIEW
130 21
125
C
120
115
110
4+40
VERTICAL: NAVD 1988
CITY O E
HORIZONTAL: NAD 1983/183/1 991
'RJ
RENTOR
DATU M
Planning/Building/Public Works Dept
MANHOLE STEP
(COR STD. 204.60)
BAFFLE TO CONTROL
FLOATABLES
30" (MIN.)
STANDPIPE
60" (TYP)
_RIM ELEV = 432.64
r`
U) 12" TEE/RISER
0 0
SOLID BOTTOM
J
"TEE" SECTION WITH
z
CLEANOUT
O
DATE:
12/14/2017
(OR REMOVABLE BEND
FIELDBOOK: NA
U)
DOWN ELBOW)
PVI STA: 3+16.40
N
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SHEET: 5 OF: 19
CO
PVI ELEV: 433.000
o
K: 17.03
w +
v
LENGTH: 50.00
w II
LOW POINT STA: 3+01.70
LOW POINT ELEV: 433.12'
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CB# I1 TYPE 2-48"
ROUND SOLID LOCKING LID
M EXISTING
GRADE @
STA 0+04.60, 15.12'L
W
W CIL
OF ACCESS ROAD
RIM 431.85 (MATCH EXISTING)
I8" IE 415,08 (IN -E)
W W
12" IE 415,58 (IN -N)
m m
PROPOSED GRADE @
I8" IE 414,93 (OUT- W)
CIL OF ACCESS ROAD
(CAST IN PLACE) 9 LF
- 12" CPE -SW
2,0%---
@ S=0.53%
_ -
-
32
LF - 12" CPE -SW
0.6%
-_
@S=0.50°x°----
---
- -
LF - 12" CPE -SW
EX
149 LF - @ S=0.53%39
139 LF - @ S=0.53%
1 1 48 LF - 12" CPE -SW
EX 8" KCWD 90
_NOW
@ 5=0,74%
WATER MAIN
_
EX 10" CITY
WATER MAIN
�CB#1,OKING VANED GRATE
CB#8, TYPE 1,
LOCKING VANED GRATE
CB#9, TYPE 1,
LOCKING VANED GRATE
STA 22
STA 0
d
CB#12, TYPE 1,
432.3STA
RIM 432,32
RIM 432.771
RIM 43 .62
LOCKING VANED GRATE
12" IE 428.51 (IN -E)
12" IE 429.33 (IN -N)
12" IE 429.62 (OUT -S)
STA 0+56.03
12" IE 428.51 (IN -N)
12" IE 429.33 (OUT -S)
RIM 432,64+/- (MATCH EX)
12" IE 427.61 (IN -N)
12" IE 428.51 (OUT- W)
APPROX. LOCATION
OF EXISTING
@
r T;=,4--)7 Al /nI IT_S)
EX. CB #4 PER R-332511 TYPE 1
8" SANITARY
SEWER MAIN
CB# 10, TYPE 2-60" (FS),
STA 1+96.01, 15.15'L
(FIELD LOCATED)
SOLID LOCKING LID
RIM 432.20
(REF S-332504)
STA 0+47.12, 13.79'L
12" IE 428.35 (IN -E) (REPLACE EX. CONC
PIPE WITH 12" CPE)
RIM 432.64
12" IE 428.35 (IN -N)
12" IE 427.56 (IN -N)
12" IE 428.35 (OUT -S)
12" IE 427.57 (IN -E)
(FIELD VERIFIED)
12" IE 427.67 (OUT -W)
12" IE 427.67 (OUT -S)
EXISTING GRADE @
*ROUND SOLID LOCKING
(PER R-3312511 AS -BUILT)
CIL OF ACCESS ROAD
LID CATCH BASINS
PER COR
STANDARD PLAN 204.50
REPLACE EXISTING TYPE 1 CB
PROPOSED GRADE @
(SEE SHEET C9.0)
INSTALL FLOW SPLITTER
(SEE DETAIL THIS SHEET)
CIL OF ACCESS ROAD
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0+00
VERTICAL DATUM:
::5
Know what's below.
Call before you dia.
BENCHMARK:
CITY OF RENTON BENCHMARK #RENT159
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE
INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961
1+00
HORIZONTAL BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF NE 10TH STREET
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER
CITY OF RENTON SHORT PLAT RECORDED UNDER
RECORDING NUMBER 20120110900001
N 88030'08" W
EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
2+00 3+00
CHELAN AVE NE PROFILE
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
SCALE: HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
SURVEYED: SCALE:
BEYLER CONSULT. 1 =20'
DESIGNED:
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: DRB SCALE ACCORDINGLY
4+00
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
50 rz.z
BAFFLE TO CONTROL fat
FLOATABLES
�P
145 30" STANDPIPE Zp*
24" 0 SOLID
LOCKING LID
* NOTE:
DIAMETER OF STANDPIPE 2X DIAMETER OF
140 OUTLET PIPE AS STARTING POINT. DIAMETER
OF STANDPIPE SHALL BE LARGE ENOUGH TO
PASS THE 100 -YEAR FLOWS WITHOUT
N INCREASING WQ FLOWS BY 10%
MANHOLE STEP
135 (COR STD. 204.60)
TYPE 2-60" CB
(PER COR STD 201.00) PLAN VIEW
130 21
125
C
120
115
110
4+40
VERTICAL: NAVD 1988
CITY O E
HORIZONTAL: NAD 1983/183/1 991
'RJ
RENTOR
DATU M
Planning/Building/Public Works Dept
MANHOLE STEP
(COR STD. 204.60)
BAFFLE TO CONTROL
FLOATABLES
30" (MIN.)
STANDPIPE
60" (TYP)
_RIM ELEV = 432.64
r`
U) 12" TEE/RISER
0 0
SOLID BOTTOM
J
"TEE" SECTION WITH
z
CLEANOUT
O
DATE:
12/14/2017
(OR REMOVABLE BEND
FIELDBOOK: NA
U)
DOWN ELBOW)
Z
^I
IVY 1C- ICC = 4L 7.J/
OVERFLOW ELEV = 429.17
E::ELEV
ET IE= 427.67
= 426.67
RESTRICTOR PLATE W/
1.82" (DIAMETER) ORIFICE
BOTTOM ELEV = 424.00
SECTION VIEW
ORIFICE SIZING CALCULATIONS: NOTE: ALL METAL PARTS SHALL
WQ FLOWRATE (PER VUONG T.I.R.) = 0.11 CFS
Q=CA(2GH)^0.5, BE CORROSION RESISTANT.
WHERE C=0.62 (PLATE ORIFICE)
G=32.2 FTIS^2
H=1.5 FT
Q=0.11 CFS
A=(0.11 CFS)/[0.62*(2*32.2*1.5)^0.5]
A=0.0181 FT^2
A=nr^2
r=(0.01811n)^0.5 = 0.076
D=r*2=0.152'=1.82"
CB# 10 - FLOW SPLITTER DETAIL
SCALE: NTS REFERENCE: FIGURE 6.2.5.B KCSWDM
R-392405
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
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BOUN SHORT PLAT
CONSTRUCTION PLANS
LUA16-000124, SHPL-A, U16-006297
GRADING/PAVING/STORMWATER PLAN & PROFILE
CHELAN AVE NE
J
O
DATE:
12/14/2017
=
FIELDBOOK: NA
U)
PAGE: NA
Z
DRAWING NO:
C5
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SHEET: 5 OF: 19
CO