HomeMy WebLinkAboutR-392404N
PROPOSED 107.5'Lx34'Wx9'D
r COMBINED WQ/DETENTION VAULT
O (SEE SHEET C8 FOR DETAILS)
KOLBY, SCOTT A. EMILY B.
1017 CHELAN PL ISE
#1023059483
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9 LF - 12" CPE-SW
-\
S=8.53%�
PRC STA 50+84.22, 9.5'L
CURVE RADIUS = 30'
FG ELEV: 437.52
(SEE ACCESS EASEMENT FOR CONTINUATION)
PRC STA 50+78.44, 10.0' L
CURVE RADIUS = 80'
FG ELEV: 437.35 I
PC STA 50+51.55, 10,0'L
CURVE RADIUS = 30'
Q
FG ELEV: 437.57
J
FG ELEV: 437.55
MATCH EXISTING)
(
PC STA 50+51.55
CURVE RADIUS = 40'
CIL ELEV: 437.51
BEGIN ROAD IMPROVEMENTS
O BEGIN ROAD WIDTH TRANSITION
FROM 20' ALLEY TO 12'
2 STA 50+50.00
V) CIL ELEV: 437.55
:: o ::.:::.::::::::::::::::: ..
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W
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FG ELEV: 437.53
(MATCH EXISTING)
PC STA 50+51.55, 10.0'R
CURVE RADIUS = 50'
FG ELEV: 437.54
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A PORTION OF SECTION 10, TOWNSHIP 23 N., RANGE 05 E., W.M. CONCRETE CURB CITY OF
20 10 0 20 40
WSCALE: 1 " = 20'
"i LOT 7 LOT 6 LOT 5
V -�Ll IFFE 437.50 FFE 437.00 FFE 437.50
RENTON STD. PLAN 101 (TYP) PT STA 21+62.50, 36.0' L 20 10 0 20 40
5' CONCRETE SIDEWALK CITY OF CURVE RADIUS = 30'
BEGIN ROAD IMPROVEMENTS RENTON STD. PLAN 102 (TYP) FG ELEV: 436.69 SCALE: 1" = 20'
STA 20+25.50 (BACK OF SIDEWALK)
CIL ELEV @ BW: 433.24 APPROX. LOCATION OF EXISTING 4"
I\ KING REF R-�38610UNTY 4FOR GENERAL D 90 WATER MAIN TA 21+61.16, 27.1' L
26 LF - 6' PVC SDR -35 J \ I INTERSECTION ::' : ':::::::::... ( S
y CURVE RADIUS = 30'
@ S=7.77% STA 20+00.00 (ACCESS EASEMENT)',; LOCATION)
- W :: W FFE�37.50 FG ELEV: 437.43 Q
STA 2+40.29 (CHELAN AVE NE)
E END WEDGE CURB
BEGIN WEDGE CURB WE W
n LOT 7 STA 20+44.05, 6.0'L5/ -
TRACT A I v I STUB IE 432.5 LOT 5 I I ,. W :: W PROPOSED 2' WEDGE ._
STORMWATER/ V) SDCO #6, STUB IE 432.5 1 ; \ CURB (TYP)
:.......... 2
UTILITIES TRACT LLJ STA 51+47.71, 23.00 L CB#6 SDCO #5, I W' W C6 PC STA 21+32.50, 6.0'L
LOT 6 .. y� .:::.::::::..:.::: CURVE RADIUS = 30'
TOP 437.3 STA 52+12.71, 23.00 L -
STUB IE;.I BW/A: 433.29 PROPOSED 12'
6" IE 432.4 (IN -OUT) PROPOSED 10' TOP 437.3 ..0 ALLEY BAC ELEV: 438.64
430.5 PRIVATE DRAINAGE PAVED o.
::::::::::::::::::::: W :
Q G 6" IE 432.4 (IN -OUT) CB#4 (TYP)
................................................
PCC STA 51+16.15, 6.0' R EASEMENT W
'TRANSITION
.•'C
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N
CURVE RADIUS = 40' �....... ....... ....... `
FG ELEV: 436.83 1 APPROX. LOCATION OF EXISTING
„ Q W - -
39 LF - 6 PVC SDR -35 C6 - 8 DUCTILE IRON WATER MAIN ;; J m 1 P
\ o PROPOSED 10 UTILITY :: 2 21 @ S=2.65%
E SCP
Q W
0 .OD:::::
PT STA 51+28.66 6.0' R @ S=5.10% I; �- f 21+00
(FIELD LOCATED) W :.:::.::::: :::...... n_
B#3 EASEMENT (TYP) ��m �-
RVE RADIUS = 40'
(REF W-332501) I . _ ` ! .. .. 1 3 m
CU US
CCESS EASEMENT
.. �, m
-Z FG ELEV: 436.74 �31�
^�
22 LF - 6" PVC SDR -35 PROPOSED 8 PVC SEWER MAIN �.....: �� A;!PTSTA 51+28.66 APPROX. LOCATION OF EXISTINGPC STA 21 48.98 6.0R
SEE SHEET C15 FOR DETAILS ::::::::::::::::::::::::::::::....:. �•...A @ S=2.13% ( ) BW :.::::::. s:.::::::.:.:::::RVE RADI = 7 8" SANITARY SEWER MAIN/\CU US 0 I-
CURVE RADIUS - 30'
= k END ROAD IMPROVEMENTS
- Cg#5- - TRACT A
L ELEV: 4 2 FIELD LOCATED
C/ 36 6 ( ) FG ELEV: 437.83
STA 52 54.19 STORMWATER UTILITIES
'....... •••'� '••.. (REFS -332504) ,....:: ..... I '•• �:..:.: •.,. '• : .................. / ?.... �-
::: ISI
I� ` TRACT WITH PUBLIC
R CPE -SW 2+00 C L ELEV: 436.94 U U
' ES /
r �` 39 LF 12 DI `.
INSTALL (2) 8' TYPE 3 ROAD SDC HOMES L @ 5=0.50% DETENTION •GRAVEL DRAINAGE EASEMENT
@ 5=0.94% �„ ACCESS \
51k. /� CHEL N P C BARRICADES PER COR STD 1039 CI AVE RISER OUTLET DETENTION
DETAIL H18 & H18.1 #Il023059472 I< . !f#1 I,; IE 428.70 ...: ROAD....: PROPOSED 108'Lx34'Wx11.8TD-VAULT INLET
j -24 LF - 6' PVC SDR -35
- - -
I
32 LF - 12" CPE -SW:. LT
25 LF - 12 CPE -SW :................... ....... IE 0
@ S=12.85%.........................................................
- C @ 5=5.08% PROPOSED 16' RIGHT @ S=0.50%" .. (SEE SHEET C7 FOR DETAILS) 4\ 7
0
OF WAY DEDICATION
/35 LF - 6" PVC SDR -35 CB#7 T
Q _ ° _4 ,tA ..... ......
5-2.26 /o
GRAVEL ACCESS ROAD
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PROPOSED ED D.I. WATER MAIN
O OS 8
T P. 4 TOP. 436.30
• TOP. 433.18 TOP. 436.30
O 36 30 �
N
......................... ... SHALL BE 4 CSTC OVER
' SEE SHEET C12 FOR DETAILS _
o ( ) ...........: TOE: 432.68 TOE: 432.96 :: TOE: 434.26 TOE: 435.80-
........
35.80 -
_ EX. 8 #4 PER R- 2 11 ..... -
C ( 33 5 ) 6 QUARRY SPALLS WITH
• ....... ....... ....... ,PROPOSED 10' �:_ �-:-:.....-:-: ,: .::
GEOTEXTILE IN BETWEEN
J
SDCO #3 LOT
TA 1 + 21.2 R STUB IE 433.1
S 5 09 90 6
TOP 437.6 - -
22 LF 6" PVC SDR 35
PRC STA 50+79.50 6" IE 434.3 (IN -OUT) I I @ S=2.23%
CURVE RADIUS = 70' 19 LF - 6" PVC SDR -35 SDCO #2,
CIL ELEV: 437.10.•. @ S=2.13% LOT 2 I STA 51+51.09, 23.00 R
PRC STA 50+87.26, 9,19-R 1"
.19R1 SDCO #4, STUB IE TOP 437.7
CURVE RADIUS = 40' STA 50+82.28, 24.94 R 433.6 6" IE 433.5 (IN -OUT)
FG ELEV: 437.19 LOT 1 TOP 437.7
I
STUB IE I 6" IE 434.7 (IN -OUT) LOT 2 LOT 3
LOT 1 434.8 FFE 438.00 I FFE 438.50
FFE 438.50
CHELAN PLACE NE PLAN
SCALE: 1 "=20'
LOT 4
UTILITY EASEMENT
PIPE CROSSING
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K®L�Y SCOTT A. EMILY B.
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PROPOSED
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BOTTOM OF TOP PIPE 428.6 12" STORM
( ) ..
; :
1018 CIl�[ELAl� AVE ISE
1017 CHELAN PL ITE
STUB IE 433.9
SDCO #1
TOP OF BOTTOM PIPE 428.4 4" WATER FIELD VERIFY
,
#1023059437
ROCKERY WALL
#Il023059483
38 LF - 6" PVC SDR -35
STA 52+11.11, 23.00 R
APPROXIMATE VERTICAL SEPARATION = 0.2' .....................
..............
PVI STA: 51+68.15
r
@ S=2.13%
TOP 437.7
MINIMUM REQUIRED VERTICAL SEPARATION = 0.5'
EXISTING CATCH BASIN AND
�
6" IE 433.8 (IN -OUT)
INSTALL PRESSURE RATED CASING EXTENDING 10' ON
STORM DRAIN
TO BE REMOVED
PROPOSED 10'
1
EITHER SIDE OF CROSSING
ACCESS
EASEMENT PLAN
PRIVATE DRAINAGE
(SEE CHELAN PL NE FOR CONTINUATION)
(CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING
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EASEMENT
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HORIZONTAL AND VERTICAL LOCATION OF EXISTING 4"
Y,
SCALE: 1"=20
LOT 4
(SEE SHEET C12 FOR DETAILS)
I
DUCTILE IRON WATER MAIN OWNED AND OPERATED BY
Q
PROPOSED 8" PVC SEWER MAIN
FFE 438.00
SEE SHEET C15 FOR DETAILS)
)
KING COUNTY WATER DISTRICT 90 (KCWD 90)
I I
12" CPE SW'
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
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RECORD, THE CITY OF RENTON, AND KCWD 90 OF ANY
W
DISCREPANCIES BETWEEN THE ELEVATIONS
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REFERENCED ABOVE AND ACTUAL FIELD CONDITIONS)
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LOW POINT ELEV: 436.48'
455
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CB# 2, TYPE 2-48"
ROUND SOLID LOCKING LID
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INTERSECTION
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5
STA 21+73.90 (ACCESS EASEMENT)
12" IE 427.50 (OUT -W)
12" IE 428.79 (OUT -S)
= STA 51 +01.00 (CHELAN PL NE) -
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PVI STA: 51+68.15
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LF - 12" CPE -SW
o. @ S=5.08%
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PRC STA 21+74.49 20.20'R
PVI ELEV: 436.077
CURVE RADIUS = 30'
FG ELEV: 437.52
(SEE CHELAN PL NE FOR CONTINUATION)
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K: 69.68
\ PROPOSED 8" D.I. WATER MAIN
(SEE SHEET C12 FOR DETAILS)
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NLENGTH:
PROPOSED 8" PVC SEWER MAIN
SEE SHEET C15 FOR DETAILS)
)
150.00
12" CPE SW'
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LOW POINT STA: 51+73.47
W +
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LOW POINT ELEV: 436.48'
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PROPOSED
GRADE
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mm
CIL
OF ROAD
W W
EXISTING GRADE @
44
CIL OF ROAD
4
25.00%
- - - _
2.6%
GRADE BREAK
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- 1.15°/Q---
-
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_� 1.00/o -° ELEV = 436.31
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435
3
25 LF
- 12" CPE-SW
0
@ S=5.08%
DETENTION
INLET
IE 427.30
68 LF - 12"
CPE - SW
43
3
9 LF - 12" PVC SDR -35
@ S=8.53%
@ S=0.94%
PROPOSED 107.5'Lx34'Wx9'D
COMBINED
WQ/DETENTION VAULT
CB# 7, TYPE 1
(SEE SHEET C8 FOR DETAILS)
SOLID LOCKING LID
STA 51+73.47, 23.00'R
425
i
IF
RIM 438.00
2
6" IE 433.00 (IN -N)
CB# 6, TYPE 2-48" 6" IE 433.00 (IN -S)
ROUND SOLID LOCKING LID 6" IE 433.00 (IN -E)
STA 51+73.47, 23.00'L 6" IE 433.00 (OUT- W)
RIM 436.90
CB# 3, TYPE 2-48"
6" IE 430.40 (IN -N) CB# 5, TYPE 2-48"
42
CB# 2, TYPE 2-48"
ROUND SOLID LOCKING LID
6" IE 430.40 (IN -S) BI-DIRECTIONAL LOCKING VANED GRATE
6" IE 430.40 (IN - W)2
STA 51+05.96, 2.03'L
ROUND SOLID LOCKING LID
RIM 436.98
6" IE 430.40 (OUT -E) STA 51+73.47, 0.90' L
STA 50+85.53, 13.66' L
12" IE 428.79 (IN -W)
RIM 436.50
6" IE 429.93 (IN -E) EXISTING GRADE @
* ROUND SOLID LOCKING
LID CATCH BASINS PER COR
RIM 437.63
12" IE 428.79 (IN -N)
6" IE 429.93 (IN -W) CIL OF ACCESS ROAD
STANDARD PLAN 204.50
12" IE 427.50 (IN -N)
12" IE 428.79 (OUT -S)
12" IE 429.43 (OUT -S) PROPOSED GRADE @
(SEE SHEET C9.0)
12" IE 427.50 (OUT- W)
CIL OF ACCESS ROAD
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51+00 52+00 52+80
CHELAN PLACE NE PROFILE
SCALE: HORIZONTAL: 1 "=20' UTILITY NOTE:
VERTICAL: 1 "=5' THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
SURVEY, ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
VERTICAL DATUM: HORIZONTAL BASIS OF BEARING: AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
NAVD88 THE MONUMENTED CENTERLINE OF NE 10TH STREET HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
BETWEEN CHELAN AVENUE NE AND DUVALL AVE NE PER PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING
BENCHMARK ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
CITY OF RENTOR SHORT PLAT RECORDED UNDER
CITY OF RENTON BENCHMARK #RENT159 RECORDING NUMBER 20120110900001
BRASS DISK IN CONCRETE RECESSED 0.6' BELOW THE TOP
OF MONUMENT CASE AND COVER IN THE CENTER OF THE N 88030'08" W
INTERSECTION AT NE 12TH STAND UNION AVE NE
ELEVATION=415.961 EQUIPMENT USED:
TOPCON PS 103A TOTAL STATION. STANDARD FIELD
TRAVERSE METHODS FOR CONTROL AND STAKING.
52+56.71
4/25/18
43
1.5%
(TYP)
PROPOSED 12' DRIVEWAY
ENTRANCE (TYPE R 1 B) PER
CITY OF RENTON
STANDARD DETAIL 104.3
8.3%
(MAX.)
-12'-
425 CB# 1, TYPE 1
LOCKING VANED GRATE
STA 20+14.72, 33.07'R
RIM 432.32
12" IE 428.51 (IN -E)
12" IE 428.51 (IN -N)
12" IE 428.51 (OUT- W)
42
Know what's below.
Call before you dig.
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20+00
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mm
PVI STA: 20+86.92
PVI ELEV: 439.689
K: 7.31
LENGTH: 100.00
HIGH POINT STA: 21 +13.64
HIGH POINT ELEV: 438.47
PROPOSED GRADE @
CIL OF ACCESS ROAD
-
8' BUFFER
39 LF - 12" DI DETENTION
RISER OUTLET
IE 428.70
@ 5=0.50%
EX 4 WATER MAIN (SEE PLAN
VIEW ON THIS SHEET FOR NOTES)
CB# 4, TYPE1
LOCKING VANED GRATE
STA 20+49.05, 4,00'L
RIM 435.53
12" IE 432.00 (OUT -E)
EXISTING GRADE @ 3 _190
CIL OF ACCESS ROAD
@Q S
PROPOSED 108'Lx34'Wx11.87D
COMBINED WQ/DETENTION VAULT
(SEE SHEET C7 FOR DETAILS)
EXISTING GRADE @
CIL OF ACCESS ROAD
� M M d
M M re) M car) M M
Cr �r d d'
NOTE: MONUMENTS TO BE INSTALLED FOR ALL
PUBLIC ROADWAYS AT THE TIME OF FINAL
SHORT PLAT.
PROPOSED LOTS 1 THROUGH 7 OF THE BOON SHORT PLAT
DEVELOPMENT WILL UTILIZE RESTRICTED FOOTPRINTS TO
MEET THE SMALL LOT FLOW CONTROL BMP REQUIREMENT.
SEE RESTRICTED FOOTPRINT FLOW CONTROL TABLE ON
SHEET C7 FOR FURTHER DETAILS.
SURVEYED: SCALE:
BEYLER CONSULT.
DESIGNED: 1 "=20'
DTY/KRD
DRAWN:
DTY/KRD
ONE INCH
CHECKED: AT FULL SCALE
DRB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
DRB
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
PROPOSED GRADE @
CIL OF ACCESS ROAD
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CB# 2, TYPE 2-48"
ROUND SOLID LOCKING LID
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INTERSECTION
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CB# 2, TYPE 2-48"
ROUND SOLID LOCKING LID
-ROUND SOLID LOCKING LID
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1
INTERSECTION
0
12" IE 427.50 (IN -N)
STA 21+73.90 (ACCESS EASEMENT)
12" IE 427.50 (OUT -W)
12" IE 428.79 (OUT -S)
= STA 51 +01.00 (CHELAN PL NE) -
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21+94
438 ;
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LF - 12" CPE -SW
o. @ S=5.08%
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PRC STA 21+74.49 20.20'R
V.
CURVE RADIUS = 30'
FG ELEV: 437.52
(SEE CHELAN PL NE FOR CONTINUATION)
CB#2
\ PROPOSED 8" D.I. WATER MAIN
(SEE SHEET C12 FOR DETAILS)
I
PROPOSED 8" PVC SEWER MAIN
SEE SHEET C15 FOR DETAILS)
)
12" CPE SW'
N
S=8.53%
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DETENTION O *ROUND SOLID LOCKING
INLET O LID CATCH BASINS PER COR
IE 426.70 STANDARD PLAN 204.50
(SEE SHEET C9.0)
9 LF - 12" CPE -SW
@ S=8.53%
CB# 3, TYPE 2-48"
CB# 2, TYPE 2-48"
ROUND SOLID LOCKING LID
-ROUND SOLID LOCKING LID
STA 21 +70.22, 4.00'L
STA 21+70.22, 21.40'R
RIM 436.98
RIM 437.63
12" IE 428.79 (IN -W)
12" IE 427.50 (IN -N)
12" IE 428.79 (IN -N)
12" IE 427.50 (OUT -W)
12" IE 428.79 (OUT -S)
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ACCESS EASEMENT PROFILE
SCALE: HORIZONTAL: 1 "=20'
VERTICAL: 1 "=5'
BEYLER
CONSULTING
CONTACT
phone: 253-301-4157 OFFICE
fax: 253-336-3950 5920 100TH ST SW, STE 25
beylerconsulting.com Lakewood, WA 98499
CITY OF
RENTOR
Planning/Building/Public Works Dept
22+00 22+20
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM
CENTER OF STRUCTURE TO CENTER OF STRUCTURE
R-392404
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
(Fitz -James 04/30/2018 krevans 05/04/2018 Q
J
DATE: O
BOUN SHORT PLAT 12/14/2017 =
CONSTRUCTION PLANS FIELDBOOK:NA C/)
LUA16-000124 SHPL-A U16-006297 PAGE. NA z
GRADING/PAVING/STORMWATER PLAN & PROFILE DRAWING NC4
O
CHELAN PLACE NE & ACCESS EASEMENT
SHEET: 4 OF: 1 9 no