HomeMy WebLinkAboutzW-4124SetN
N
�
CL�
CL_
O
p
I
N I I E EXISTING RET. RR TIE WADE �
0
I �
HOUSE � EXISTING
N HOUSE
N I_
0
I SSCO
o RIM=421.72
o N
ABC
C I o Q0 PROPOSED 1 " WATER METER EX/STING 3/4" WA TER SERVICE AND
Ln 00 -- -_ TO BE INSTALLED BY CITY FORCES METER TO BE CUT AMD CAPPED AT
of SD---A-WAMY-METER P-E�1/T-IS_REQ_UIRED THE MAIN LINE BY CITY FORCES. A
SDMH _ ---------------------- ___---- WATER METER PERMIT IS REQUIRED
RIM=423.12 : SD -
INV=416.98 12"E) o � v 12" CONC. SD o CBSLL
INV=416.78�12"SE) cylo SSMH SD RIM-435.33 30' RIGHT OF WAY EASEMENT
w a RIM=423.89 / SD SD INV=432.38 8"N PER KCOUNTY RECORDING
IEX/STING POWER POLE SA 4TH S INV=432.23(12"E) NUMBER 6417479
o TO BE RELOCA TED INV= 431.91(12 "W)
I o �jLLIINE = 8" GI
U) 0!�� ED OF
� I
CB M'T. PROPOSED POWER PROPOSED 2f00 N s� s�' " w
RIM=423.22 7 7' - --�- - 3400
INV=417.84(18"S) POLE L CATION 0 DETENTION VAULT113
- - -
INV=417.79(18"W) I 0 68 "' V.
� 1f00
--------- 2f 2f1 PROPOSED VERTICAL CURB FOUND 2" BRASS DISC W/
51. ; I H PUNCH IN 4"X4" GONG.
CB 18" ADS r___________ , ROPOSED 1 WATER METER
° ° _ - I °°° BE INSTALLED BY CITY FORCES. MONUMENT & CASE
RIM=419.98 ° e g° L •'° ° o . a ° ° (MARCH 2005)
INV=416.08(18"E) 4 - ----- -- __ y . ° 4 . e A ►CATER METER PERM/T /S
INv-416.08(18"N) I I ° REQjy/RED
12" ADS 4 .3 ' LOT 1 ROOF/FOOTING LOT 2 SEWER ° °
`- DRAIN CONNECTION CONNECTION ° 43
s D M H I EX/ 77NG LIGH77NG POLE • • 1
RIM = 421.87 A D HANDHOLE TO BE I Q , A.. DRIVEWA Y -
RELOCATED ° 10 LANDSCAPE
INv-411.43(4"S) t PROPOSED w - - - -4 ° .a • m \ BUFFER
INV-41 1 .39(4"N) FOUND 2" BRASS DISC W/ ~ RIM- 21.66 Qi LOT 2 ROOF/F0077NG
PUNCH IN 4"X4" CONC. 5 SIDEWALK z I INV_415.58(12"NW) % DRAIN CONNECTION \
MONUMENT & CASE I V-415.10 12"W I
(SEP 2013) RELOCA D S7REET LIGHT AND ( ) LA IC ° EXl1NG ROCKE�?Y
HANOHOLE. S E C.O.R. S7D PLANS I REMOVE F NCE - - - TO BE\REMOVED
117.2, 119, >2 124, 135 AND ✓013 EXlS77NG GRA VEL � \
ss M H 10' PR/1/ATE EX/S77N� GRA VEL DR/IIf_WA Y
I SS RIM - 421.63 SEWER EASEMENT °
NV-41 6.6 W TO BE A;MOVED
I(CTR C NEL) ' � SHE ° I
S MH z
LOT 1 SEWER SERVICE.59 1 I U I I
Z
69 ISF A N N G 2
U BUILDING PAD I PI A 9, 271 fSF S H O
4270 BUILDING PAD w
Q L / 433.0 SH D ? 12'CH \ \
_j / EXISTING 7REES o 1
-� EX177NG HOUSE TO
Q I TO BE RETAINED ti LOT 1 ROOF/F0017NG / RE 0 EX/AIS77NG ROCKERY \ LOT Ij DRAIN CONNEC770N 4709 NE 24TH ST S ED z TO REMAIN b
/ r P OXIMATE DRAIN DECK I
IELD LOCATION q� \
j10 0' I �
-_ /
RO KERY
151.5 \
SD
I - - - - - - - LOT 2 ROOF/FOOTING
- - SD SD D S 2 - DRAIN CONNECTION
NE24TH ST I ® - ---- - - -� ��' , uu
15' RVA STORM EASEMENT „ W 168.4 158.47
I 73 LF INFIL TRA77ON TRENCH
FOUND 2" BRASS DISC W/ 0 I / 40 LF/NFILIRA77ON TRENCH
PUNCH IN 4"X4" GONG. I z 36 LF /NF/L TRA77ON TRENCH
MONUMENT & CASE 0 /
DOWN 0.5' (SEP 2013) I " CONNECT TO EX. CB EX/S77NG ROCKERY
TO BE REMOVED
C
" 41.5,
00
0
LOT 2
EXISTING HOUSE
PROJECT NO. 18265
� gIDEKO
OF INA.4,.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
off•.• pF 41846 PLANNING
Sj DESIGN SURVEYING
ONAL E
/-_�5-Z_f5 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SURVEYED: XXX SCALE. HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED: SHM
DRAWN: AR RENT 0 N
ONE INCH DATU M
CHECKED: SHY AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY I DATE I AP P R APPROVED: SHM SCALE ACCORDINGLY
LOI
N
SCALE: 1" = 20'
0 10 20 40
"O!!�
STORM BMPS
REQUIRED STORM BMPS 877 ,r
PROWDED 1,400 ,r
R-412402,
RECORD DRAWING S-4124 011
W-4 7 240 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SITE HORIZONTAL CONTROL,
AND COMPOSITE UTILITY PLAN
✓ANUARY 2020
FIELDBOOK:
PAGE:
DRAWING NO:
Cl. 02
SHEET: 2 OF: 14
N
N
�.
N
N
CL_
cL_
QI
O
C)
N
0
o I
I PUBLIC UTILITY EASEMENT
RIM 423.38 (AB)
12" If OUT 420.83 (SW)
14LF 12" PVC
I� 90.1814
CB 12 ADS II
AB) 24LF 12" PVC-r
INV=4 7.84(18"S)
INV=4�7.7908"W) (90.0237
II
12" IE 419.07 (NE) (AB)
" BRASS DISC w CONNECT TO EX. SEWER MAIN
IN 4"X4" CONC.� PER C.O.R. STD PLAN 406.1
IMENT & CASE IF 416.87
SEP 2013) I
UTILITY CROSSING
(TYP) SEE UTILITY
CROSSING TABLE THIS
SHEET
/ I
I
�ti I
SEWER SERVICE
CONNECTION FOR LOT 1
I N
I
CB 5
TYPE l
RIM 424.91 (AB)
6" IE 424. 07 (OUT-W) (AB)
SD SD - SD --111
I I
CONNECT TO EX. CB 3
NE 24TH ST TYPE l
RIM 423 J5
EX. 12" lE 415.69 (OUT-W) (AB)
6" IE 416.70 (IN-E) (AB)
FOUND 2" BRASS DISC W/
PUNCH IN 4"X4" CONC.
MONUMENT & CASE
DOWN 0.5' (SEP 2013)
NE 23RD ST
22LF 6" PVC
OVSRFLOW 0 0.0027
11 11
EXISTING
][SOUSE
TAPPING TEE TO
SD EX. WATER MAIN
12" sD
CONC.
SSMH
RIM=423.89
INV=417.34(8"N) o
INFIL TRA TION TRENCH
PER C. O.R. STD PLAN
225.20 (TYP)
7,53
co
RR TIE
R ET. WALE Q
n
EXISTING
MOUSE
I
GRAVEL DRIVEWAY CB
PROPOSED 64'x11'-4" PUBLIC RIM=435.20
DETENTION VAULT
SEE DETAILS ON SHEET C4.31
D0 CBSLL
SD _ RIM=435.33
TAPPING TEE TO 1 INV=432.38(8"N)
' EX. WATER MAIN INV=432.23(12W
f INV=431.91(12"W)
1 8., G, �►
E TA. 1 28, 12.33 RT l '
T-
/ P RIM 426.92 (AB) 241?1?
3LF 12" PVC 12" If OUT 420.09 (5) (AB)- - -
N 00.1833�
_ .PROPOSED 1 " - I 2f � 2 12
WATER METER -28LF 6" PVC- I
a\ 0.2143
7 ,,,art RATED LID -
-RIM 430.82 `
6" IF 426.00'\
---25LF 6" PVC
00.0800
SSCO PER C.O.R. STD ,
PLAN 403.1
LOT 2 SEWER SERVICE
RIM 00..51 (AB)
6" lE 424.00 (AB)
LOT 2 ROOF/FOOTING
/ DRAIN CONNECT/ON
/ 6" IE 428. 00
9Z77f9-
EXIS ING HOUSE
FF/433.0 +/-
/
SD CO
RIM 426.28
6" 423.50 If (IN -NE)
6" 423.00 /E (W-OUT)
REVISION
�l
1
EXISTING HOUSE
/-3-225
UTILITY CROSSING TABLE
CROSSING /
UPPER NETWORK
UPPER P/PE IF
LOWER P/PE CROWN
LOWER NETWORK
CLEARANCE
1
STRM
421.31
419.42
SSIR-SERV
1.89
2
SSWR-SERV
416.87
416.17
STRM
0.69
3
STRM
418.97
416.89
STRM
2.08
30' RIGHT
OF WE
PER KING
COUNT
NUMBER
6,
NE
i
N
SCALE: 1" = 20'
0 10 20 40
PROJECT NO. 18265
CIVIL ENGINEERING
ZE LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SURVEYED: XXX SCE: VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DESIGNED: SHY
DRAWN: AR
ONE INCH DATU M
CHECKED: SHY AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: SHE SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-412408
S-412402
RECORD DRAWING W_412402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UTILITY PLAN
✓ANUARY 2020
PAGE:
C4. Ol
T: 8 OF: 14