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Q0 PROPOSED I" WATER METER EXIS77NG 3/4" WATER SERVICE AND
_ _ _ _ TO SE INSTALLED BY C/TY FORCES METER TO BE CUT AMD CAPPED AT
00 rn SD `-�I-WATETr -METER-PEPMLT_LS_REOUIRED THE MAIN LINE BY CITY FORCES. A
SDMH _ ------------------- ________ _ WATER METER PERMIT /5 REQUIRED
RIM=423.12 NJ SD 12 CONC, aw aw °HP
INV=416.98(12"E) � I o So CBSLL
INV=41 6.78 12"SE) SSMH SD RIM=435.33
C14N 30' RIGHT OF WAY EASEMENT
o RIM=423.89 / sD INV=432.38 8"N) PER KING COUNTY RECORDING
I DO EXISTING POWER POLE 4TH S ��D INV=432.23 12"E) NUMBER 6417479
TO BE RELOCATED SAWCUT INV=431.91 12"W)
on y w------- w LINE =- 0 0
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CB I M'T.
R M-423.22 PROPOSED POWER / �i G PROPOSED 1 2f00; N 87`57, „ w 34404, - 3f00
INV-417.84 18"S) POLE L CATION a _ DETENTION VAULT -- - _
INV=417.79�18"W) I " ` G
00 �F ----- ------ PROPOSED INERT/CAL CURB FOUND 2" BRASS DISC w/
N 51.5 u a ,, ° ROPOSED 1" WATER METER PUNCH IN 4"X4" CONC.
CB ° n ° ' ° MONUMENT & CASE Fc
---
ADS ° . ' . °. ° -- L ----� - ° TALLED BY CITY FORCES.
RIM=419.98 ° 1 -583 31 a ° . ° �B INS (MARCH 2O05)
E
INV=416.08(18'E) - 4°4 + - -- __ y a ° a a AATER METEI�PERM/T/S
INV=41 6.08(18"N) � I�EIJUI�ED
I 12' ADS / L = 4 .3 ' LOT 1 ROOF/FOOTING LOT 2 SEWER °
`� - DRAIN CONNECT/ON ° �
EX/ ANG LIGH77NG POLE CONNECTION 432 °
s D M H I A D HANDHOLE TO BERIM` OR/l/EWA Y-
INV =4 . RELOCA TED Q 10' LANDSCAPE NV=413.03(12"E) °
INV=411.43(24"S) FOUND RA I W ilf
PROPOSED m BUFFER
INV=41 1 .39(24 N) D 2 BRASS DISC / RIM= 21.66 m LOT 2 ROOF/F0077NG 1
PUNCH IN 4"X 4" CON c. 5 SIDEWALK z I ) f a DRAIN CONNECTON \
MONUMENT &CASE INV=415.58 12"NW / p °
INV=415.10�12"W)
(SEP 2013) RELOCA D STREET LIGHT AND U - - LA IC 1 TO 9f', R ROCKERY
HANDHOLE. S E C.O.R. STD. PLANS I REMOI/E I F NCE X - -- - \ TO BED REMOVED
117.2, 119, 12 , 124, 135 AND ✓013 SS M H EX/S77NG GRA VEL 10 PRIVATE- � I
11 -,SSEX/SING GRAVEL DR/IIEWA Y
-- SS RIM - 421.63/ SEWER EASEMENT W I TO BE REM01/ED
ss I INV-416.6
(CTR CNEL) ch I SHE °
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13 RI 4.59 x /`r M O / 10'AP
LOT 1 SEWER SERVICE 1 I " ,
W �� 269 iSF A N N G 2
Z O I BUILDING PAD T( PI A 9, 71 iSF SH D
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0 � 427 0 � x / BUILDING PAD w
Q 433.0 SH D 0 12'CH \ \
-i EXISTING TREES ��tl (0
J TO BE RETAINED �� LOT 1 ROOF FOOTING EXIITNG HOUSE TO 4 LOT 1
I �� DRAIN CONNECTION REMA/N snED z TO/REMA/N SRNG OCKERY
DECK '4709 NE 24TH ST ��J
O /I /
I P OXIMATE DRAIN I k
IELD LOCATION 997- \
3 �IJ
z 10'
51.5' _ - -
- SD � I - 2 KERY
SD � � - - - Ro LOT 2 ROOF/FOOTING
- SD D 3 S h -s- _ f DRAIN CONNECTION
901
LLJ
NE 24TH ST I �
-- 15' RVA STORM EASEMENT N 87'57 22" W 168.4 158.47 +
1
13 73 LF /NF/L TRA T/ON TRENCH
FOUND 2" BRASS DISC W/ 40 LF /NF/LTRAT/ON TRENCH
PUNCH IN 4"X4" CONC. I I z 36 LF INFILTRATION TRENCH
MONUMENT & CASE /
DOWN 0.5' (SEP 2013) I " CONNECT TO EX. CB EXISTING ROCKERY
0 0
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RR TIE
RET. WALE Q
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41. 5'
TO BE REMOVED 0
0
LOT 2
�4
EXISTING HOUSE
LO'I
SCALE: 1" = 20'
0 10 20 40
STORM BMPS
REWIRED STORM BMPS 877 SF
PROVIDED 1, 400 SF
R-4 7 2402,
S-4 7 24 01,
PROJECT NO. 18265 W 4 7 24 0 7
�gIDEKOIN COMPLIANCE WITH CITY OF RENTON STANDARDS
OF IMAS,y�.'�9� _
y cZ; CIVIL ENGINEERING DEVELOPMENT ENGINEERING ` '
o•
w(, LANDSCAPE ARCHITECTURE bbannwarth 02/19/2021
o'• 410,w PLANNING
�o��ss STEENG���C�'� DESIGN
NAL SURVEYING
CURRENT PLANNING e)
Z-I�-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 aweihs 02/19/2021
1 CITY COMMENTS SES 4 10 20 SHM SURVEYED: XXX SCALE: DATE: VERTICAL: NAvu 1988 C IANUARY 2020
DESIGNED: SHM
2 CITY COMMENTS SES 10/6/20 SHM HORIZONTAL: NAD 1983/1991 CITY 0 I
3 REMOVE WORK FROM EASEMENT SES 11/25/20 SHM PAGE:OOK:
R)
ONE INCH
4 CITY COMMENTS SES 1 22 21 SHM DRAWN: AR DATU M R E N TO N SITE HORIZONTAL CONTROL, DRAWING NO:
CHECKED: SHM AT FULL SCALE Planning/Building/Public Works De t.
IF NOT ONE INCH p AND COMPOSITE' UTILITY PLAN
NO. REVISION BY DATE AP P R APPROVED: SHY ALE ACCORDINGLY SHEET: 2 OF: 14
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PUBLIC UTILITY EASEMENT —
0' 00
2" PVC
0 0.4420 I\
RIM 42312
I 12" 1E OUT 420.00 (W)
12 ADS
24LF 12" PVC
0 0.0271
L
" BRASS DISC W/ CONNECT TO EX. SEWER MAIN
IN 4"X4" CONC.__,,- PER C.O.R. STD PLAN 406.1
MENT & CASE If 416.87
SEP 2013) u I
Ss SS ss
SEWER SERVICE
CONNECTION FOR LOT 1 3
I N
I I
CB 5
TYPE l
RIM 424.56
�I 6» 1E 424.00 (OUT—E)5
- SD SD I I
SD
tf tD s S
CONNECT TO EX. CB 3
NE 24TH ST TYJJ
_ R/M 423.35 r
-- EX. 19" Ir d14775 (OUT—W) - I
6" IE 416.25 (IN—E)
FOUND 2" BRASS DISC W/ O IT
PUNCH IN 4"X4" CONC. 22LF 6" PVC
MONUMENT & CASE OVERFLOW 0 0.0027
I I
DOWN 0.5' (SEP 2013) I
NE 23LDLD ST
EXISTING
HOUSE
SSCO
RIM=421.72
TAPPING TEE TO
SD EX. SD WATER MAIA
12 CONC.
SSMH
RIM=423.89
INV=417.34(8"N)
INV=417.24(8"S)
Z75. ZU ( / YF')
RR TIE
RET. WAS
GRAVEL DRIVEWAY
EXISTING HOUSE
1 CITY COMMENTS SES
2 CITY COMMENTS SES
3 REMOVE WORK FROM EASEMENT SES
4 CITY COMMENTS SES
\►1
REVISION
./10/20
SHM
SURVEYED:
0/6/20
SHM
DESIGNED:
1 /25/20
S H M
1 22 21
SHM
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED:
30' RIGHT OF
W/
PER KING COUNT
NUMBER
6,
-
N E
<`-
PROJECT NO. 18265
DESIGN
i
N
SCALE: 1" = 20'
0 10 20 40
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
SURVEYING
Z-I�-ZI 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
XXX SCE: VERTICAL-, NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
SHM
'R)
AR RENTON
ONE INCH DATU M
SHM AT FULL SCAIF Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
SHM
R-4 7 2408
S-4 7 24 02
W-4 7 24 02
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
bbannwarth 02/19/2021
WASTEWATER UTILITY +.
Ann Fowler 02/19/2021
► 1/016Wjvllfil
SURFACE WATER UTILITY
jfarah 02/19/2021
JANUARY 2020
PAGE:
C4. 01
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