HomeMy WebLinkAboutR-405105LEGEND
L-n(M)
MEASURED
C.O.R.
CITY OF RENTON
(R1)
REFERENCE RECORD OF SURVEY,
REC. NO. 20130508900002
FIFE
FINISHED FLOOR ELEVATION
WCR
WHEEL CHAIR RAMP
WATER VALVE
FIRE HYDRANT
®
WATER METER
SEWER MANHOLE
STORM MANHOLE
❑
CATCH BASIN
L_Ljo
MAILBOX
®
JUNCTION BOX
TELEPHONE MANHOLE
T
TELEPHONE RISER
J
d
SIGN POST
- SD SD
-STORM LINE
- s s
-SEWER LINE
(D
ELECTRIC METER
UTILITY POLE
0
COTTONWOOD TREE
50.0'
I
I NOTE:
SDCB (SOLID LID) SEPARATE PERMIT REQUIRED FOR
RIM=424.21 SANITARY & WATER SERVICE LINE
IE 12" CMP (N)=420.81 CONNECTIONS FROM SOOS CREEK
IE 12" CPP (E)=420.91 WATER & SEWER DISTRICT.
IE 12" CMP (S)=420.71
SSMH
RIM=424.95 s \ SDCB
IE 8" PVC (N)=412.55 \ I / I RIM=423.99
IE 8" PVC (S)=412.35 N IE 12" CPP (W)=421.59
s a HERON GLEN CONDOMINIUM
SDCB f VOL. 119, PGS. 77-79
RIM=423.69 I TRANSITION TO VOL. 121, PGS. 99-10'
IE 12" CMP (N)=419.94 se ROLLED CURB TO 1" WATER SERVICE & WATER METER (RIM CONNECT TO 8" WATER MAIN IN
SOUTH AND EAST ACCORDANCE TO SOOS CREEK WATER &
IE 12" CMP (S)-419 89 TO GRADE) W/ DOUBLE CHECK VALVE
NOTES:
1. RELOCATE MAILBOX FOR EX. DUPLEX IN
ACCORDANCE TO U.S.P.S. STANDARDS.
2. DURING CONSTRUCTION, THE CONTRACTOR
SHALL VERIFY THAT THE EX. 18" CMP PIPE,
SHOWN TO BE ABANDONED, IS NOT ACTIVELY
CONVEYING DRAINAGE FROM THE NORTH
PRIOR TO PIPE ABANDONMENT.
ASSEMBLY FOR FIRE SPRINKLER SYL5EW DISTRICT REQUIREMENTS SDCB
SDCB PER SOOS CREEK WATER & SOTE) RIM-421.08
EX. HYDRANT v� 1. N �� 1 0/ s RIM=422.36 DISTRICT STANDARDS & REQUIREMONNECT TO 10" PVC SAN. FIE 12" CPP (NE)=415.33
SLOTTED DRAIN
(MIN. 6" WIDE GRATE IE 12" CPP (E)= 4 i 4. u i (SEE NEWER IN ACCORDANCE TO SOOS IE 12" CPP (E)= 415.23
`s " IE 12" CPP (W)=413.61 REEK WATER & SEWER DISTRICT IE 12" CPP (S)=418.08
. / WITH 1/2 WIDE SLOTS)
/ IE 12" CPP (S)=(CAN'T SEE PIPE) SSMHEQUIREMENTS, INV=412.6t SDCB IE 12" CPP (W)=415.08
s \ RIM=422.23SEE NOTE
EX. HYDRANT ) RIM=419.83
\ SDCB IE 8" PVC N =SDCB
4 ( )-L18" CMP (N)=417.732 WIDE PAVEMENT RIM=421.64 IE 8" PVC (E)= RIM=420.41
OVAL & RESTORATION IE 12" CPP (N)=419.74 IE 8" PVC (W)=IE 8" CMP (E)=418.38IE 12" CPP (N)=418.16
(SEE C.O.R. STD. 103) 0 BE REMOVED IE 18" CMP (S) 417.33 (TO BEBUC°APE 1 GB EMbVEPAVMENT & CONCRETE St�DON PIPE TO THE
1. I 412.05 - -
3
Sl s\ s IX I= ° 6 5 MI PUBLIC TYPE 1 CB o. �. ,.
3 w ti (MATCH EX PIPE INVER FLOWLINE 2 R4VEL SPREADER & 10 STD. 101)
S Al,D A (SEE C. .R. S RIM=421.10 END CURB GUTTER & SIDEWALK /
=--m'r3 �EG_.�1QWP" SEGMEAI� wT �
W . i 213 LF OF 6� PVC EX. IE=418.14t '
I w . - w . wT - w . w. w w w SIDE SEWER STUB, 5 EAST OF PROPERTY LINE/ w w
FOR BASI PERSION I I 2
A
PERPENDICULAR CURB RAMP So RELOCA EX. (VERIFY) "1 1 ®TH STREET
j FL�,KJNE j 36. SIGN P R C.O.R. 8.0' D S MET S=2.00A' MIN. " SAWGUT EX. PAVEMENl�
WITH DETECTABLE WARNING / EL=4 2.59t o 8 HDPE PIPE, <
E1=421.60t
j EL=423.35t REQU EMENTS FO 0 D AY EL=421.40t S=0.50% MIN. (SEE C.O.R. STD. 103)
\ N SURFACE (SEE SDOT STD. So FL WL/NE
ca? FLOWLINE FLOWLINE / REC: 4131148
F-4�➢.15-03 F-45.10 rs E 422.06t EL=421.60# FLOWLINE
So o_ EL=422.28t EL=422.03f - / REC. 88 5562 - =421. U� - - - .
- - EL=421 25t
SSMH
!y S
�. -
-- -
- ....
s s s
S .S. -S
PINE TREE
RIM=423.36
OWLINE So .
3 /
= 02t
EL_422.31t
EL=422.28�
N89 53'02" E 212
LIMITS OF NEW
\
EX. EOP
REDWOOD TREE
IE 8" PVC (N)=411.66
IE 8" PVC (S)=411.56
�' °
\
/ �/ s Q
EL= 22.6Q
:
EL_- 23.0
N O OUTLET
' PLANTER STRIP
S�GN
. . . .
• • •""
. .
-
- -
PLANTER-S
R
_ U B & GUTTER
(2' TAPER AT ENb) / ❑ T
0
MAPLE TREE
IE 8" PVC (W)=411.66
CU & WCR
N IT OF�NFE
/ GUTTE N N
-¢ :07f
a° tea!
5' SIDEWALK
ASPHALT RAMP
/
IE 8" PVC (NW)-411.76
,
a• °
TREE (DECIDUOUS)
CURB TO MEET
ISTING CURB
I /
- 1 -
\
EL= 22.38t EL=422.3
fa a
DEDI A710N
I
SIDE .
EWER.
IE 8" CMP=418 2
=
EL=420.35t
EL-PERE t
SDMH
N 3
°I
EL=423.4dlt
a L=421.80t EL=421.8
t
INV=416.5t
T
10 PERF. PIP CONNECT/SON
ASPHALT
RIM=42278
a LIMIT 0 SIDEWALRt SD
.�
°
EL=423.35t
\
YARD DRAT
12
_ _---'r
- E
E
I
`�`��
S
I ��
q
SEE C.2.11 2017 C 0 R SWDM)
I
E 12" CPP (N)=418.98
m REMOVAL o
j
a
EL=423.40t�
_
s I. - - .- _ -
RIM=4
1.2f
--- E ►
EL=4 1.1®t
r 10
20- 'GARAGE.... �.
�... 5 B�BL
%
YARD DRAIN5
s s,
CONCRETE
O=
IE 12" CPP E-413.28
° 3
REMOVE EES AS N a
EL=423.20t
ASPHALT
4
9.1 f
; E E,
E
SETBACK......
...........,
I _ Ott
IE 12" CPP (S)=413.48
FOR CON TRUCT1 F
..
°
\
DRIVEWAY
ti
` E E
_
......
o.
_ t _
EM4 8
/`A I ITI PI I,I.
TOP OF SEWER MAIN ® CB=412.9t
BOTTOM OF CB STRUCTURE=418.0t
OF SEWER MAIN @ CB=413.7t
❑TOP
2
BOTTOM OF CB STRUCTURE=416.4t
a s � s . EL=422.09t� \ 40 a ^I'
�� DEW a. 0 23LF 8" PVC PIPE, \ `N NEW
16' WIDE BASIC DISPERSION TRENC ° ' _ a T T R 13LF 6" DUCTILE IRON
SSMH ° . :1 �' 5=0.50.`� MIN. (ALIGN W/ LEVEL CONTOUR) 1 r- - - (PIPE, S=0.50k MI,N.
RIM=422.72 REMOVE RELOCATE ns A Iw I s TOP OF TRENCH EL-421.5 I I GARAGE EL GARAGE E
CONC. YARD s � � � C/0 RIM =420 9j{
IE 8" PVC (N)=411.92 EX FENCE T0'_ 1 1=421.90t =421.90 I j
PR PERTY LINE I I N DRAM1 I I - IE=418.8t /
IE 8" PVC (E)=411.92 a Q. I ° L44EC
IK BRICK ° \ I I 36'
NEW CO C. SIDEWALK . , r W/METAL GRATE EXISTING 1 CB SOLID EXISTING I I YARD IDRA 1,3 __� PROPOSED°_ ICONNECT RE NING ROOFTOP
IE 8" PVC (S)=411.72 I �W 1 6" DUCTILE IRON AU
RIM-421 8Ot / npn F fWM 1 RIM=420.8t DRIVEWAY IAREAS THAT ARE NOT DISPERSED
(SEE C.O.R. STD. 104) I �a I CD - I GARAGE (LAC G) COVER 1 , I I ` IE=419.0t I PIPE, S=0.5090 MIN.
IE=419.85t 0 RIM=421.5t 6" PVC PIPE, 1 N I TAX PARCEL/ TO PERFO�TI*D PIPE CONNECTION.
u c!nEj iql ,. (00 ° �I I W`� I 6" DUCTILE IRON PROPOSED DUPLEX 292305-90 6 12' GRA L S READER & 10'
TO BE REMOVED °p lit. 3.50 DEDICA 0 s IE=417.9t S=0.50% MIN. Ir VE
I -i I PIPE, S=0.50% MIN. BUILDING ,2 (j
HOUSE FFE=423.4.- N I W 1 FF=422.60 i4 I VEG. WPA SEGMENT
SDCB o I ' EL=421.45t Q I I BSBL FOR AVIC DI PERSION
RIM-422.03 W 3 A GARAGE FFE=422.39
CONNECT 700 SF OF ROOFTOPEL
IE 12" CPP W=419.43 �. EL=421 37t I s DRIVEWAY
O -� � _ EL=421.601 I AREA TO EACH 10' WIDE BASIC REMOVE EX. 12 �
Q W DISPERSION TRENCH " 43LF 6" DUCTILE IRON PIPE,
10 WIDE BASIC DISPERSION TRENCH I I S=0.50.`� MIN.
� � N� I - �, 18 CMP PIPE
�. W 3 (ALIGN W/ LEVEL CONTOUR), _ '
0�
U 4i1f.37 REIiI OVE FENCING AS NEEDED _ TOP OF TRENCH EL=421.8t 10' - 422 - - - - - �0` - - - - - - - _- 50' VEGETATED LOWPATH FROM SPLASH
Ict J BLOCK, GRADE 10 KEEP FLOW ON
\LIMIT 0 s FOR CONSTRUCTION S, - a s a DECK / BSBL 421 N 2"E 212. i 1 _ -PROPERTY FLOWING TO YARD DRAIN 5
SIDEWALK PUBLIC IMPROVEMENTS, TYP. - - _ 2 420 - - 89 53 0 - - 0_ ,
Uj REMOVAL NOTE: SEE LANDSCAPE PLANS FOR \ - r I
EL=421 15 / 6 PVC PIPE, CONNECT 700 SF OF
z N a s LOCATION OF RECREA ION AREAS � - _ 419 s=0 50% MIN. �" � 1 ROOFTOP AREA TO
-L SHED J / - = T1PE-T CB W/SOLID / �� 423- _ / SPLASH BLOCK I
- - - LOCKING OVER r / - YARD DRAIN 4 I
3 J/ CONCRETE RIM=4218# / 141lARD DRAT, / 18'. RIM=422.Ot
1 \� WALL IE=418.2t /RIM=421.0t\ \ �/ _ I
IE=419.2
> IE=419.4t N2
o A - _ / V0LF 6" DUCTILE i
3 a\ o RIGHT TURN \ / IRON PIPE,
NO OUTLET S=0.50q MIN.
Quo. /. / co
SIGN \
ro
I So w TAX PARCEL TAX PARCEL
0 1 292305-9028
0
o � z
SDCB
RIM-kI9.55 3 NORTH LINE OF
IE 12" CPP (W)=416.90 I I SOUTH 157'
SW 1 /4, NW 1 /4, SE 1 /4
4,�_L 0' �I SEC. 29-23-5
EX. HYDRANT
3 N89°48'54"W
I
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER C.O.R. STD PLANS 101 & 103
EX. R/W EX. R/W EX. R/W
LINE C/L LINE EX. R/W
1 18' R/W - 1 18' R/W - I LINE
17' ROW DEDICATION
5' 8' PLANTER
~SIDEWALK~ STRIP
2�
CEMENT CONCRETE -
SIDEWALK PER C.O.R.
STD PLAN 102
a
z
J
EX. 15'f
EX. ROAD
C/L
26'
EX. 15'f
° I I I I � SAWCUT & MATCH I I rV rn,
". ,
__j
SEE C.O.R. STD PLAN 103
4" HMA CLASS 1/2" 64-22
REMOVE EX. 3" CRUSHED SURFACING TOP COURSE
PAVEMENT 3" CRUSHED SURFACING BASE COURSE
FIRM SUBGRADE
30't EXISTING PAVING
SE 170TH STREET
(LOOKING WEST)
NTS
42' R/W
EASEMENT TO OWNER OF
TAX PARCEL 292305-9026
"FOR PURPOSES DEEMED
APPROPRIATE" BY
OWNER OF TAX PARCEL
292305-9028
REC. NO. 20161207002134
EX. R/W
C/L
1
44't EXISTING PAVING
(TO REMAIN)
42' R/W
--------_ tx FVM I
EX CURB/SIDEWALK
EX CURB/SIDEWALK
EX CURB J
(TO REMAIN)
108TH AVENUE SE
(LOOKING NORTH)
NTS
� �MES
ncompass ��� OV WAS�I���
ENGINEERING & SURVEYING 4
Western Washington Division ` 3
165 NE Juniper Street, Suite 201 " IssaQuah, WA 98027 ■ Phone: (425) 392-0250 " Fax. (425) 391-3055 1-6 38285 2
Eastern Washington Division 0 GI ST1
407 Swiftwater Blvd. " Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419 �SSIONAL ��
12/26/15 NO.
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
REVISED PER CITY COMMENTS
:lwy[6P
292305-9144
0 5 10 20
SCALE 1 " = 20'
NORTH LINE OF
SOUTH 36'
N 1 /2, NW 1 /4, SE 1 /4
SEC. 29-23-5
EX. HYDRANT
3
-w w w
36.0'
<v
-S S SI s s S
N SSMH
RIM=422.81
IE 10" PVC (N)=413.61
IE 10" PVC (E)=413.31
IE 10" PVC (S)=413.61
IE 10" PVC (W)-413.11
EX. R/W
LINE
3.5' ROW
DEDICATION
8' PLANTER 8' I
STRIP SIDEWALK
2%
CEMENT CONCRETE
SIDEWALK PER C.O.R.
STD PLAN 102
EX SIDEWALK
(TO BE REMOVED)
NOTE:
UNLESS OTHERWISE LABELED,
ALL PIPES, CB'S, YARD
DRAINS, DISPERSION
TRENCHES/ETC. ARE PRIVATE.
o
2
p�
PUGET
S 21ST
o
525
ST
o
0
w
w
V7
0
a
C,
J
D
p
j
CCDD
w
Un SE
SE
w
P L-J 31 ST
�a
> ST
SE
170TH ST
SITE
SE 176TH ST
�o
Uw
GPI
j
PAR RD
SE
Q
5 G
�
0O
VICINITY MAP
NOT TO SCALE
TAX PARCEL
292305-9026
HORIZONTAL DATUM
NAD 83/91
BASIS OF BEARINGS
N89.16'57"E ON THE NORTH LINE OF SE 1/4 SEC. 29-23-5
VERTICAL DATUM
NAVD 88
BENCHMARK
CITY OF RENTON CONTROL MONUMENT #1863
TOP OF MONUMENT IN CASE AT EAST QUARTER CORNER OF
SECTION 29-23-5
ELEVATION = 459.08 FEET
REFERENCES
RECORD OF SURVEY, REC. NO. 20130508900002
RECORD OF SURVEY, REC. NO. 8011069005
RECORD OF SURVEY, REC. NO. 8104229004
PLAT OF THRESHOLD 1, VOL. 164, PGS. 8-12
HERON GLEN, A CONDOMINIUM, VOL. 119, PGS. 77-79
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGAL DESCRIPTION
THE WEST 254 FEET OF THE NORTH 81 FEET OF THE SOUTH
1972 FEET OF THE SOUTHEAST QUARTER OF SECTION 29,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., IN KING COUNTY,
WASHINGTON;
R- 405105
PR18000280
B18003060
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 4 SURFACE WATER UTILITY
swarlick 04/24/2019 jfarah 04/25/20197.
SURVEYED: SCALE: DATE:
SDM VERTICAL: AD 1 83/1 C T Y 0 F JD L DUPLEX
CJ M 4.5.19 CJA 1 ��= rjo � HORIZONTAL: NAD 1983/1991 04105119
DESIGNED: L � �#- FIELDBOOK:
DRD 12.28.18 CJA DRD
DRAWN: RENTON PAGE: NIA
DRD 1 1 .13.18 CJA DRD ' ONE INCH DRAWING NO:
DATUM
DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. GRADING, UTILITY & SITE PLAN 17707
TJR IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
CJA 5 8
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