HomeMy WebLinkAboutW-433501DROP -IN METER BY CITY
FORCES. DROP -IN METER
PERMIT REQUIRED
EXISTING DOMESTIC -
SERVICE LINE TO BE
CUT AND CAPPED
STA:1 +03.46, 0.00' AT MAIN BY CITY
FORCES. CUT AND CAP
1-12"x10" TEE (MJxFL) PERMIT REQUIRED
1-10" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCK
WET TAP WILL BE IN ACCORDANCE
WITH COR STD PLAN 300 6
1 '
SEE STANDARD PLAN 300.5 ON SHEET C5.1 .% /
R
C5.4 FOR CONNECTION DETAIL.
1�23.
EXISTING FIRE HYDRANT \
STA:1 +82.04, 6.50' LT GJ / �(
1" IRRIGATION SERVICE CONNECTION /� P( �NC,12 \
PER COR STD PLAN 320.1
DROP -IN METER BY CITY FORCES.
DROP -IN METER PERMIT / / ANITARY SEWER
REQUIRED / MANHOLE
I M 400.4
12" CONC NE IE
8" PVC 8. I
/12" CO W 388
/ B® °a /
/ S :1 +94.9 .16 LT
2
1-FIRE DEP MENT NNECTION
FOUND INVERTED NAIL IN ST • 3.96, 0.00' / d
ONCRETE POST, INCASED �E 1- 2.50 BEND (MJ S el °
i
1-CONC. THRUST B
STA:2+10.34, 6.50' LT
1" WATER SERVICE CONNECTION
0
(BY CITY F(1R(F
PER COR STD PLAN 323y�F
T + 34, 0.00'
1-10"x "TEE (MJxFL) °
/ FOUND INVERTED NAIL IN
CONCRETE POST, INCASED
/
SANITARY SEWER
MANHOLE
RIM 400.93
8" CONC N 391.53 IE
1" DCVA FOR 12" CONC NE 390.88 IE
IRRIGATION �-' / O cP, 6" CONC S 391.82 IE
12" CONC SW 390.90 IE
S �
JANIT SEWER MANHOLE
RI 0.71 / p
" CONC NE 388.8_1 FR
12" QE)NC 5W388.61 I
GRAVEL-
/ i
6.50' ROW DEDICATION
6 �� I PROPOSED COMMERCIAL BUILDING
i
/ PRPOSED MEDICAL
/'OFFICE SHELL
/ 6,200 SF FOOTPRINT
• FF: 399.50
1" WATER SER\/ACE AND RPBA BACKFLOW I a2
DEVICE SHAD BE PROVIDED INSIDE THE z °
BUILDING PAR COR STD DETAIL 350.2 LS
/ VA FIR BACKFLOW ASSEMBLY SHALL BE
INSTALLED INSIDE THE BUILDING PER COR STD
0TA:2+13.34, 6.49 LT
1-PIV VALVE PER
COR STD DTL 360.5
1-6 GATE VALVE (FLxMJ) :2/,T&34, 7.50' LT
1-CONC. THRUST BLOCK ER\FIRE HYDRANT ASSEM
MANHOLE SANITARY SEWER FH ASSEMBLY PER COR ° ,4'X4' CON PAD PER
RIM 398.25 STD PLAN 310.1, 310.2, 310.3 COR STD DTL 310.2
12" CONC NE 386.00 IE STA:2+21.28, 0.00' \ / \
12" CONC SW 385.95 IE 1-10" POLYPIG STATION i
PER COR STD PLAN 300.7
DETAIL 360.5. FIRE SERVICE LINES TO BE 4" DI CL 52.
REFER TO FIRE PROTECTION NOTE ON SHEET C5.7
LO
co
M U) 2
SSCO #2
RIM:399.33
/ IE: 393.80 8" (SW)
LO
IN / IE: 393.80 8" (SE)
1 I 36 LF 8" PVC @ 2.00%
•� � II
SSCO #1
RIM: 398.26
IE: 394.51 8" (NW)
INSTALL SEWER SERVICE` 1-1
IE: 390.39 8" (E) CO # 5 LF 8" 8%
RIM:399.41 GIA ENTERPRISES
6 LF 8" PVC @ 4.36% IE: 392.42 8" (NW) 0323059097
9j 35 LF 8"
SSCO #6 IE: 392.42 8" (NE) /
C0
RIM: 398.23 IN PVC @ 3.5 ° 8' /0 398
A
IE: 390.65 8" (W) 4"FIR .:: � \ Q
IE: 390.65 8" (E) �
R91 I 9 3 � <
20' SEWER EASEMEN 16"FI "� 1.9 )
E: 8" SE) <
WORKMAN ARLENE M. \
i
0323059055 .0"FI
16"FIRS Ix
W W W I W _ / 3g6 I I
9 , I
30IR
24" FIRM / / 40
.00' STREAM
�I BUFFS
/ �'
V`tF 8
14"FIR l � \ . . . =�
SANITARY SEWER MANHOLE -
RIM 396.32
8" PVC S 393.35 IE
8" PVC SE 393.38 IE
8" PVC N 393.27 IE
164.55 N890 37; 58 W
16"FI 0" Fir
/BECK HOLDINGS LLC
30
-393' % j / i ii 0323059044
F /�
I f /-392-
O pF WASgj���O�l
0
Q Q�� TACOMA • SEATTLE
rl
;P 46972 wSPOKANE TRI-CITIES
�,srsTER�O 2215 North 30th Street, Suite 300 Tacoma, WA 98403
Know what's below. SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Call before you diq. 07/21/2025
°
2-
ROCKERY
SURVEYED:
DESIGNED: QF
DRAWN: QF
1 PLANS REVISED PER COR 1ST REVIEW COMMENTS QF 2/21/25 CHECKED: SK
NO. REVISION BY DATE APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STREAM BUFFER
EDGE OF STREAM
STREAM BUFFER
NCHMARK
DA*C71TY
CAL DATUM = NORTH AMERICAN VERTICAL
M NAVD 88 (CITY OF RENTON)
F RENTON SURVEY CONTROL POINT 2189
405
EXISTING ROAD
CENTERLINE
Ew
STA: 1 +03.46
1-12"x10" TEE (MJxFL)
1-10" GATE VALVE (FLxMJ)
1-CONC. THRUST BLOCK
WET TAP WILL BE IN ACCORDANCE
WITH COR STD PLAN 300.6.
SEE STANDARD PLAN 300.5 ON SHEET
C5.4 FOR CONNECTION DETAIL.
395
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
PROPOSED ROW
I BOUNDARY
EXIST G ROW
BOUNDARY
PROPOSED GRADE AT
SEC TION LINE
\
EXISTING GRADE AT J
SECTION LINE
STA: 1 +55.75
EXISTING 12" STORM MAIN
W.- -I IE:395.82
c�s2
T 1I 1 1
1.50'
1.50' i i 1
N
GRAPHIC SCALE N
0 10 20 40 CY)
O
1" = 20 FEET O
N
U
LO
405
O
O
IN AREAS OF FILL, NEW ROADWAY
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
(V
FOR INSTALLATION OF NEW WATER
MAIN (TYP)
400
00
O T
N
- O
O
C)
_ N
STA: 1 +90.03 Q
PROPOSED 6" ST RM
_ J
395
STA: 2+21.28
1-10" POLYPIG STATION
PER COR STD PLAN 300.7
1-22. ° BEND (MJ) /
1-CONC. TH UST BLOCK 22 LF 8" J
STA: 2+16.34 5 LF 8"
TA: 1+47.62 1-10' 6" TEE (MJxFL)
390 EXISTING 12" EWER MAIN 1- AT VALVE FLxM D.I. CL52 390
T.O.P: 389.29 1-CONC. HRUST BLOCK \ I FH ASS MBLY PER COR
EX STING GRADE PROPOSED GRADE
387 AT SECTION LINE AT SECTION LINE 7
r7 �, 0 o cfl 00
o rno ao7 06Iq r10
o 0)0 WWCD 00 00
CDM M �`� M
W W LL W LL WILL W LL
1+00 1+50 2+00 2+31.28
10 SITE SECTION 4
SCALE: H:1 "=20', V:1 "=2'
W-433501 S-433501 R-433518
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
R DEVELOPMENT ENGINEERING ` •
LHuynh 07/21/2025 '�
WATER UTILITY WASTEWATER UTILITY U;%RW
ABDOUL GAFOUR 07/25/2025 `� jstowell 07/28/2025
VERTICAL: NAVD 1988• SUNSET MEDICAL D I CAL OFFICE BUILDING DATE: FOR
HORIZONTAL: NAD 1983/183/1991 CITY OF CONSTRUCTION
FIELDBOOK:
RENTON PAGE: ;R
AHBL JOB #2230621.10
DATUM • DRAWING NO:
Planning/Building/Public Works Dept. UTILITY PLAN C5.1
SHEET: 18 OF: 34