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a GATE VALVE (FLXMJ)
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S I O.WA 98101 IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE
P2 RENTON
PMMI RESUBMITTAL 1 RENTON, WA 98059 0:W
PERMIT RESUBMITTAL 2
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I ALL WATER FITTINGS AND VALVES
WITH MECHANICAL JOINT (MJ)
END(S) SHALL HAVE A
WEDGE —TYPE RETAINER GLAND
EQUAL TO MEGALUG SERIES 1100.
2. CONCRETE THRUST BLOCKS ARE
REQUIRED ON ALL WATER FITTINGS
PER COR STD. PLANS 330.2 AND
330.3.
3. WHERE NEW WATER MAIN CROSS
A NON —POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL
BE USED WITH THE PIPE
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
4. WATER MAIN PIPE DEFLECTION
SHALL NOT EXCEED ONE—HALF
OF PIPE MANUFACTURER'S
SPECIFICATION FOR SIZE OF PIPE
USED.
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SuIte 201
Seattle, WA 98101
p. 206.725.1211
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�BLDG PLUMBING THRUST BLOCKING . . . .
PER MECH
IF 426,84
MATCHUNE - SEE SHEET 03.3
AS NOTED
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
PERMIT SUBM17AL
8/27/21
PERMIT RESUBM17AL
12/20/21
PERMIT RESUBM17AL
3/4/22
NO.
REVISION
BY
DATE
APPR
20 0 10 20 40 0
C:)
Scale lw=20'
LEGEND j
PROPERTY LINE
2JO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
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0
PROPOSED BUILDING C:)
CD
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CONCRETE PAVEMENT 0
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HEAVY DUTY CONCRETE
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END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT (AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
0)
VERTICAL CURB GO
N
CATCH BASIN TYPE 1 1�t
CD
CATCH BASIN TYPE 2 C
STORM DRAIN PIPE
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DISPERSION TRENCH
DETENTON/WATER QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
iYDRANT
FITTINGS
SERVICE LINES
METER
SERVICE LINES
;ERVICE LINE
;ERVICE VAULT
;ERVICE CONNECTION
S-419203
W-419203 ju
Know what's below.
Call before you dig.
Dial 811
R-419244
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 04/13/2022 ej
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1075 DUVALL AVE NE
RENTON, WA 98059
UTILITY PLAN
74 MAR 2022
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IF 426.67
01 — — — — — — — — — — YF/
I I . —
CONNECT TO
PLUMBING PER
MECH lmr1ml I r A4 4" DI W
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W DO N- URN
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RIM 430.12 r CONNECT TO DCDA IN BLDG CONNECT TO BLDG PLUMBING d
SS) OU7 PLUMBING PER MECH PER MECH
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BREA IN MECHANICAL ROOM 9 7�
JUDCATION APPROVED BY �160 LF 10" DII W
/WATER UTILITY
FF
r56 LF 6" 01 W 2" IRRIIGA�ION TAPPED TEE ON CONNECT TO GAS
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0 GAS
160 L C 1 N 0 N EC W )
— 0 T
M F T
(FIRE) (PRIVATE) WATER MAIN "`4 MEFER PER
MECHANICAL
0 4" LONG 2" BRASS NIPPLE %(1) 4" 90' BEND (Mj)
(TYR)
THREADED ENDS 44 OW 0 - N
RZ* BELOW GROUND
2" RESILIENT SEAT VALVE W/ 'W/RESTRAINEO JOINT 44 >
R 4NE ON AND 44
CONNECT TO CONNECTION TO MAIN PER COR TRANSFORM ER VAULT
GENERATOR MANUAL TRANSFORMER VAULT 0
PER ELECTRICAL
TRANSFER SWITCH ar
DCDA IN BLDG 44
STD PLAN 320.2
PLUMBING PER 1 44 PER ELECTRICAL
I �d (TYP) 4b
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UST
I . ALL WATER FITTINGS AND VALVES o V I "L THE
WITH MECHANICAL JOINT (MJ) F�. 33 LF 4" DI W WBLOCKING
.. . .. . .. .. . . . . . . . . .
ED
.. . . . . . . . . . . . . .
. . . . . . . . . .
END(S) SHALL HAVE A -(FIRE) (PRIVATE) -
-TYPE RETAINER GLAND . . . . . . . . .
t -. W . . . . . . . ...
WEDGE . . . . . . . . EL TANK&
BACKUP PER
. . . . . . . . . . .
. . . . . . . . . . .
EQUAL TO MEGALUG SERIES 1100.. ;2 C.
- :I- : - : - : - ; 0 - - - ' . ' . ' .44+00 . . . . . . . . . . . . . ... 7
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VECHANICAL
... . . . . . . .
. ... . . . . . . .
. . . . - I - - - , - � _l, -
2. CONCRETE THRUST BLOCKS ARE
PER COR STD. PLANS 330.2 AND
REQUIRED ON ALL WATER FITTINGS 212 LF 10" DI
L
330.3. 81 LF 10 DI W 1�
11 LF DEPARTMENT 4
6" DI W CONNECTION ��7 7 2; �IRRGATIO :LIGHT POLE PER
FIRE HYDRANT AS SEMBLY FIRE HYDRANT ASSEMBLY MErER GAS LINE PER
3. WHERE NEW WATER MAIN CROSS �ELECTRICAL (TYP)
A NON -POTABLE PIPE, ONE FULL (1) 1 o,,x6,, TEE (MJXFL) (1) 10%6" TEE (MJxFL) SEE LANDSCAPE GAS UTILITY (1) 10" TEE UFLxFL)
LENGTH OF WATER PIPE SHALL �0) 6" GATE VALVE UFLxMJ) (1) 6j' GATE VALVE (FLxMJ) FOR CONTINUATION (TYR) (3) 10" GATE VALVE (FLxMi)
THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING
BE USED WITH THE PIPE - — -- — -
CENTERED ON THE CROSSING
LOCATION FOR MAXIMUM JOINT
SEPARATION.
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SHALL NOT EXCEED ONE-HALF
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SPECIFICATION FOR SIZE OF PIPE
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SuIte 201 _'P`
Seattle, WA 98101 PERMIT SUBM
p. 206.725.1211 PERMIT RESUBI
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engineering pIIcwww.IpdengIneerIng.om NO. REVISION
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BY I DATE I APPR
AS NOTED
I AyMl�
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CITY OF
RENTON
Planning/Building/Public Works Dept.
20 0 10 20 40
Scale lw=20'
LEGEND
PROPERTY LINE
2_IO� EX CONTOUR (INDEX)
EX CONTOUR
230 — — PROPOSED CONTOUR (INDEX)
231 — PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
EX BUILDING
PROPOSED BUILDING
CONCRErE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
ASPHALT (AC) PAVEMENT
HEAVY ASPHALT AC) PAVEMENT
GRAVEL SURFACING
GRASS PAVE
SITE WALL
VERTICAL CURB
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPE
............ FOOTING/SUBSURFACE DRAIN
DISPERSION TRENCH
DETENTIONI QUALITY
STORM DRAIN CLEANOUT
DOWNSPOUTS
SIDE SEWER PIPE
SEWER CLEANOUT
SIDE SEWER CONNECTION
SANITARY SEWER MANHOLE
BOLLARD
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FIT'INGS
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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MATCHLINE - SEE SHEET C3.3
1932 Flmt Ave
SuIte 201
Seattle, WA 98101
p. 206.725.1211
m m M f. 2G6.973,5344
engineering pl1cwww.II
NO.
REVISION
ON �0
mom
MATCHLINE - SEE SHEET C3.5
AS NOTED
8/27/21
12/20/21
3/4/22
F N� � 1�
BY DATE APPR wP�" S� �RDI�y (i
CITY OF
RENTON
Planning/Building/Public Works Dept.
PROPERTY LINE
2JO� EX CONTOUR (INDEX)
EX CONTOUR
230 PROPOSED CONTOUR (INDEX)
231 PROPOSED CONTOUR
FF 78.0 FINISHED FLOOR ELEVATION
T, T, T, EX BUILDING
PROPOSED BUILDING
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC BEGIN PAINTED RED CURB/
END PAINTED RED CURB
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now what's below.
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W-419205 Dial 811
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
msippo 04/13/2022
WATER UTILITY WASTEWATER UTILITY
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WATER PROFILE - CHELAN AVE
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WATER PROFILE m DUVALL AVE NE
VERT SCALE: 1 " = 5'
HORIZ SCALE: 1" = 20
AS NOTED
PERMIT SUBM17AL 8/27/21
PERMIT RESUBM17AL 12/20/21
PERMIT RESUBM17AL 3/4/22 OH�-D
NO. REVISION BY DATE APPR wP�D
CITY OF
RENTON
Planning/Building/Public Works Dept.
now what's below.
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W-41921 0 Dial 811
R-4192253 19
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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R-419264
-- — — — — — — — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DUVALL AVE WE� DEVELOPMENT ENGINEERING
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19 WAS I 'O� MAR 2022
Su3jt2 F mt Ave H�W�Wiqnpwl NEW ELEMENTARY SCHOOL #16
e 2 1 1 AS NOTED I I ff� �1 I Y 1 0
S 1 01 9 i IT SUBM17AL 18/27/211 1 1075 DUVALL AVE NE 0
WA 8101 mx�
P2 INKII, F-
SIX 6 <) HIRMI RESUBM17AL 1 RENTON RENTON, WA %059 DIIMW �,
PERMIT RESUBM17AL Planning/Building/Public Works HORIZONTAL C5.1
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1932 Flmt Ave
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Seattle, WA 98101
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MATCHLINE - SEE SHEET 03.3
117
A
0�
it
AS NOTED
(i
CITY 0 F
RENTON
Planning/Building/Public Works Dept.
PERMIT SUBM17AL
8/27/21
PERMIT RESUBM17AL
12/20/21
PERMIT RESUBM17AL
3/4/22
F N� � 1�
S� �RDI�y
NO.
REVISION
BY
DATE
APPR
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20 0 10 20 40
Scale lw=20'
LEGEND
PROPERTY LINE
1230�
EX CONTOUR (INDEX)
EX CONTOUR
230
PROPOSED CONTOUR (INDEX)
231
PROPOSED CONTOUR
SPOT ELEVATION
FIF 78.0
FINISHED FLOOR ELEVATION
T,
EX BUILDING
PROPOSED BUILDING
CONCREHE PAVEMENT
HEAVY DUTY CONCRETE
BPRC/EPRC
BEGIN PAINTED RED CURB/
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now what's below.
S-419213 Call before you dig.
W-419216 Dial 811
R-419267 Is
F IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
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'�S-419214
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air IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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p. 206.725.1211 PERMIT RESUBM17AL 12/20/21
f. 206,973,5344 1 RENTON, WA 98059
1932 Flmt Ave
mmm 1 PERMIT RESUBM17AL 3/4/22 OH�_D mmi� Planning/Building/Public Works Dept. HORIZONTAL C5.5
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