REV2 APPROVED FIR ENG PLN BLD2023-0699+FIRE SERVICE LINE PLAN+6.11.2024_12.32.53_AM+4313227KE CONSTRUCT OH NOTES:- �� 99 9
„ 114INSTALL 20 LF OF 12 PVC SLEEVE MEASURED 10 ON ETHER SIDE
CONNECT TO THE EXISTING ClMAIN TO INSTALL 4 DP FIRE SUPPLY LINE AS OF THE PONT OF CROSSING WITH THE EXISTING SIDE -SEWER.
SHOWN PER OVWBcSD STDS:
CENTER THE PIPES AND FILL THE AREA BETWEEN THE PIPES WITH
I
SAND OR CDF TO AVOID ANY GAP UNDER THE PAVEMENT.
1 REMOVE EXISTING 8" TREE AND KEYSTONE RETAINING WALL TO CONSTRUCT EP: 2+15.55
O
THE 4" DIP. REMOVE THE KEY STONE WALL INITS' ENTIRETY AS NOTED ON ' EX SSMH
RIM=312.53
1.E.=302.83 (1N 5.) CONSTRUCTION CHANGE ORDER
THE WATER LINE PROFILE SHEET. THE WALL SHALL BE PERMANENTLY REMOVED --
FROM THE RIGH-OF-WAY AS MANDATED BY THE CITY OF EDMONDS. REGRADE S REDUEST WATE t24�84-t-�--- - - -
O
ALTERNATE DCDA ENCLOSURE
FROM THE PARKING CURB TO THE BACK OF THE EXISTING SIDEWALK AS I !
I
SHOWN ON THE PROFILE. AQUASHIELD BFP6-N 105" x 41" x 59"
I
"
OR EQUAL MEETING ASSE 1060
O
I 2 ON CEMENT CONCRETE PAD 117 x 53 x6
4DIP 8c 1 " SERVC E LINE WET TAP CONNECTIONS TO THE MA INSTALL4'��' '� � 4 4 IN IN CGATE VALVE VA�� Q FL X FL
GATE VALVE (FL X MJ) AS SHOWN. 1+18.23 0.00
o
4 ft 4 IN GATE VAVE
;•, ;: O ,.. ,,; 1 + 15.49 0.00
3 FL X FL
4 x 4 IN DI
EXCAVATE TO INSTALL 29 LF OF 4" DIP(MJ X MJ)8c 22 F OF 1 f! I r.:• 4 TEE (MJ X MJ)
1 + 14.69 0.00
O FDC
:.': +20 4 INCH 45
POLY PER STD DWG NO W-6 AND W-1 A, RESPECTIVELY. A PPE :r: j 1 ,f f / DEGREES ELBOW (MJ X MJ)
& FITTINGS FROM THE MAN TO THE VAULT SHALL BE RESTRAINED.
P
P-
9 9 9 9 WP_5 `" i' - - ,,_.
'� �i ��7_0+ 7.8 ti'•.. u A ,
® W 4 DOUBLE CHECK K DETECTOR AS S E M B �I,; 1 LF OF 4'i' DI j Pl E OFF j! , ! .5D R
VAU LT PER STD. DWG. Nos W-10A 8c W-10B ' •r,� 2.8 L� of t„ I P }9'
WP_5 WP_5 I cry my
8
I ry � 14
-
(1) 4 DI TEE AND (2) 90 BENDS TO EXTEND THE PIPE 4;; F I APE {, �s 1 1
O EX SDMH a: . s r
RrM=313. 92 C +S 4044 LF PIP TO THE FDC AS SHOWN INCLUDING THRUST BLOCKING 2 1.E.=307.47(24"&8') ,'�. ! ? FLO PTH
WP_5 a 2 L ;� 0 4 DI, PI �E F ,:J - -- - I-::- - 30" cn�i� --- - -- 0 p
:e
C9
FDC CO ECT ON SHA L BE ° Y
STAL ED EAR THE R GHT- F-WA li �--I-------_ - _ -
06) ..•t j ',,
:�• , KEYSTONE SDMH EX CB
WALL SHALL ,M,=314.69 R!M=
LIN
319.85REMIAN F.=310.56 I.E.=317.70 (8')E -PER S OHOMISH COUNTY FIRE MARSHAL REQUIREMENTS
UNDISTURBED LE.=317.35 (8
.0+00.00 0.00
99 o i f, 26 LF OF 4" DI PIPE EX SDMH 4 INCH DI
1 4 D P 4 5 ELBOW W T H T H R U S T O K 'v% I RE. =307.94 30' TE E
l�7 ( ) B C 0 N THE BAG K S D E j , 42 LF OF 4 DI PIPE ( }
\J
PER STD DWG 0 _
3 ;•';:« EX SSMH
WP_5 '` IE.=304.74 (OUT N.)
' 0+72.08 -0.02
ELBOW INCH 4 STA 0+3�.21
:.:,•;, ! ; ;., 0+44.82 -0.02
42 LF OF 4" DIP °. OFF 0. 5'R 1+I;I 22.5 DEGREE (MJ X MJ) 4 IN ELBOW
' 22.5 DEGREES (MJ X MJ)
I r- /1 I- n I r1
FIRE LINE
6m WATER METER
wv
D4 WATER VALVE
y FIRE HYDRANT
FIRE DEPARTMENT CONNECTION (FDC)
Itc 'Ll l< WATER LINE FITTINGS
WP_5
Approved
DFM Chas Burt
South County Fire
Date: 06/11 /2024
06-11-2024
PLAN REVIEW FOR: REV 2 - DCDC IN ROW AND THE PLAN
SHEET WP_3 WHICH WAS SUBMITTED ON 06-11-2024.
NOTES: APPROVED WITH CONDITIONS:
1. THROUGH DISCUSSION WITH GOLDDIGGERS, THE
INTENT IS TO INSTALL AN FDC THAT EXTENDS OUT OF THE
ENCLOSURE AND IS INSTALLED FACING THE DRIVEWAY.
THIS IS NOT SHOWN ON THESE PLANS OR THE STANDARD
DETAIL. INSTALL FDC AS DISCUSSED, OUT OF THE ROW
AND EXTENDING OUT OF THE ENCLOSURE AS NOTED
ABOVE. A REMOTE FDC SHALL NOT BE INSTALLED AS
SHOWN ON PLAN SHEET WP 3.
2. ADDRESS PLACARD OF THE BUIDLING TO BE LOCATED
ABOVE FDC.
3.4 INCH STORZ FITTING REQUIRED.
4. LOCKING KNOX FDC CAP TO BE INSTALLED.
5. RING OR PLACARD REQUIRED INDICATING
"AUTO-SPRINK"
6.30 DEGREE DOWN TURN FITTING REQUIRED.
DFM BURT
ENGINEERING DIVISION
APPROVED AS NOTED
e,3"6/11 /2024
DCDA REVISION ONLY - REVISION
FROM UNDERGROUND VAULT TO
ABOVE GROUND HOT BOX.
INSTAL,ATION SUBJECT TO FIELD
INSPECTION AND SHALL COMPLY
WITH REQUIRED UTILITY
SEPARATION. REFER TO ORIGINAL
APPROVED PLANS FOR
FIRE LINE AND RIGHT-OF-WAY
REQUIREMENTS.
PRIVATE FIRE LINE AND DCDA/HOTBOX
SHALL BE LOCATED ENTIRELY ON
PRIVATE PROPERTY.
�...........I..............................
THIS PLAN SET WAS SUBMITTED TO THE CITY OF
EDMONDS SPECIFICALLY FOR THE DCDA REVISION
FROM IN -GROUND VAULT TO HOTBOX. THE OVWSD
APPROVAL FROM 4/5/2024 WAS FOR THE ORIGINAL
APPROVED DESIGN.
® (1) 4 DIP 22.5° ELBOW WITH THRUST BOCK ON THE BACKSIDE
BP. 9,'-�"00.00
APPROVED FOR WATER AND SEWER CONSTRUCTIO
I OLYMPIC VIEW WATER AND SEWER DISTRICT
26 LF OF 4 DIP
tell
DISTRICT ENGINEER OR AS NEE DA
g(1) 4" DP 22.50 ELBOW WITH THRUST BOCK ON THE BACKSIDE
SUBJECT TO APP AL OF OTHER PERMITS FROM
PER STD DWG NO I '; AGENCIES HAV JURISDICTION
' APPROVED BY O SD WITH THE FOLLOWING CONDITIONS:
WP_5 1. CONTRACTO O POTHOLE EX. WATERMAIN TO VERIFY DEPTH AND
LCOATION P OR TO C TRUCTION. CONTACT ENGINEER OF RECORD IN
CASE OF ONFLICT.
4 4 L F O F 4" DIP T O DIRECTLY BELOW THE RISER ROOM INOTE:
B C N EX. M TO P OVIDE TYPICAL MINIMUM COVER O 3' OVER NEW 4" PIPE
B EEN EX. MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT
IPE AT MAXIMUM 1/2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL
VERTICAL BENDS AS REQUIRED TO ACHIEVE GRADES & VERTICAL ALIGNME
99 99 (14 X 4 D TEE (MJ X PE) ALLPIPE CONNECTIONS ATr�TTINGS ON THE DOWNSTREAM
1 ) - - -
SIDE OE THE VAULT SHALL BE RESTRAINED IN ADDITION TO
99 99
1 1 8.70 LF OF 4 DIP VERTICALPIPE TO CONNECT TO THE EXISTING 4 DIP THE THRUST BLOCKS SHOWN AT EACH BEND.
MAN SPRINKLE DISTRIBUTION LINE INSIDE THE RISER ROOM
CONNECT 2" PVC VAULT DRAIN TO EX ON SITE CB PER DETAIL W-10B
PROVIDED. ENSURE THAT THE DISCHARGE PPE FROM THE VAULT WILL HAVE
MINIMUM 3' OF COVER. - �° PUNEERE SERVICE SU Y E PLAN
1 99 1 EX SERVICE E & METER TO BE REMOVED & RELOCATED PER NOTE #1 0 SCALE: 1 = 209 Call before
SHEET WP_2 digyou
AZARI
CONSULTING
ENGINEERS,
LLC
CIVIL
DESIGN
2018 156TH AVE NE
BLDG. F
SUITE #100
BELLEVUE, WA 98007
OFFICE: (425) 372-2188
EMAIL: POURAZARIS@
azariengineers.com
WEBSITE:
ww.azariengineers.com
GISTER��
,1 SIONALG
�w
vl
v1
H
E-
W
W
Revisions:
�REVSD PER OVWD COMMTS
�REVSD PER OVWD COMMTS
03-14-24
0
Job No.: 223011
Date: 04/01 /2024
WP 3
(4 oe s)
33
32:
9
32(
LONG X 69
7' D C DA VAULT
REMOVE EXISTING 1 8"
KEYSTONE WALL
PERMANENTLY. REMOV ,
31.
AND RECONSTRUCT A
SECTION OF THE
SIDEWALK AT A J O NT.
RESTORE THE AREA
BETWEEN THE EXISTIN
PARKING CURB AND 31(
THE BACK SIDEWALK
BY THE FINISHED
SLOPES AS SHOWN
(13-25% SLOPE).
HYDROSEED OR PLAC
30,
SOD ON THE RESTOR D
AREA.
30(
CONSTRUCTION
CHANGE ORDER REQUEST
WATER —1. 24.04.17
ALTERNATE DCDA ENCLOSURE
PROFILE VIEW: 4 INCH FIRE LIME
EXAGGERATION: 4
ALIGNMENT
F\ / 499
ASIDE
DIP VERTICAL FIRE
THE RISER ROOM
TH ERS. IE OF EXPOSED
EX ' GF�O
ND PROF
E ALONG:
THE CAE
0 F T'H E 4'
F R E L I N E
0+72.:08 =0.02
4 ;INCH ELB W
E3OTTOM O
ENCLOSURE
:
22.5 :DEGREE(MJ J)
;STA:O 57.84:
.,... ,.. (� E
A U LET
.....................r,.......,...r..,...•,....,.,..,...,............,...............,......,.....................................;.........
...............................,........r.
,.• � Elba„ .,, „1 .9,;
.........,,.....,.........r.........,....... .... ................. .... ... ....
,.....,......... ............ ................. ................... ............ r....................
......................... .,..........,...,............. ........... ......
..,
J�
AQUASHIEL
_
BFP6 N ENCLOSURE,
ELEV
b 2 +-
: :
59" H X105"ILx:41":
W : (5/ SE
ER CROSSIN
EF- :ELEV. 0
W MOUNTED PER:
MANUFACTURE ':SPEC: MAI :TAIN
MIN. 12 »; VE
T ;
RISER R00
DAYLIGHT RELIEF
PORT DAYLI
HT TO RIP RAP
CL RANGE).—
322.0
TO PLANTER
PAD
R pRYWELL:TQ :
EX
4: :P:VC : S1DE. : :
PREVENT
NT EROSION AT
SE
ER PER FIELD :
: : :
OUTLET'::
LOCATE
,......
r r r
..,.........,r,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,..,.,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,....,......,.........,.....,.........................,.r . ...,,............................,,,,,,,,,,,,,,,,,,,,......,,,,.r.r.,,.................,,...,....,.,,
r r r r
....,..,,..r,...rr,,.r,.,r,.,.........,.............,..rrrr..,,.r.,r.rr......rrrrr.rr,r......,..,....r...
r
LACED
PER OVW&S
A
DARb DETAIL W-13 :
. . .
. . .
.
N 7 DEEPco
1 +52.06 0.02
4'INCH':0
: . ' : ' 0
44.82 —0.02
:GTE
VALVE (,MJ X MJ):
T �:
i . :�
N
4
:2
IN ELBOW
.5 DEGREES {MJ X MJ)
FINISHED
GRA
OF 4
26 IF OF :4"' DI PI
E
....................r.r.........................,..r..,.,....r,....,.......,,,,,,.,,,,,,.,,..,.,.,,.,..,,,,,...,,,,.,,.,...,...,.,..,,,.,,,,,.,,,,,,,,,,
.r,.rrr.rrrrrr•.r ,,,,,,,
............n,,......,...r................ ....................._..,................................r.,.......,..,,....,...,..........,...r...,,,.,.,.,,.,,.,..................*..r....................................................................................................................
,.,..,,.,,r,,.,,,,,,,,,................,,....,,....,..,..,.,,,,,,,.,,,r.,...,,.........,.....r....,.,.....r.,,,..,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,.,...
1 + 14.69 0:00
..........,..,.,.... A.,,.,,,,,.r.............
: .,,, .,...,
,.......
TTAP:
E 6 A P:
T
O N;l V EC I I:O
J.
4: INCH 5:
DEGREES ELBOW (:MJ X MJ):
,99
: :
:: 12 DIA
P:VC SLEEK'
FILL THE
O EXol,
: W/V,
'AREA
ETWEEN PIPS
WITH SAID
1
LF OF 4" DI PIPE
: : : 1 +15.
9 0:00
OR CD
1 +25.22 :0.00: 4: x 4
IN DI
4 I:N GATE VALVE. ;TEE : (
J : X : MJ)
.................................r,.,..,.,,,,......................,,.,,.,,,,,,..,.......,....,,,,,,,,,,,,
.
......................
..... „
. .... ....... , ,, , ... , ,,,, ....
,,, , ,,. , ,,,,
„ r .,. , .,, r ,,,,,
28: LF OF 4", DI PIPE
: :
: :
2 LF
OF 4" : Dl: PIPE
I. PIPE 1 +18:.23 0.00
4 IN : GATE VA
E
FL X FL
rF
O
O
�O
CO Cfl
Cp
ti CAI
CN
O
nn
�4�
Q6C6
\
tM
��
DODO
\y�� lM�
CN
j\y_�
jt��
MR
2+00 1+80 1+60 1+40 1+20
OVER PLACE STRUCTURAL FILL & COMPACT TO FIRM & UNYIELDING.
CUT FACE BACK TO ALIGNMENT AFTER FULL HEIGHT.
TRANSITION TO MEET SURROUNDING SLOPES
PROVIDE PERMANENT LANDSCAPE STABILIZATION.
1+00
I :I
0+60
6" CEMENT CONCRETE PAD
#4 BAR @ 15 O.C. EACH WAY
OVER 4" Min 5/8" MINUS CRUSHED ROCK
OVER FIRM AND UNYIELDING MINERAL SOIL.
OR STRUCTURAL FILL.
OPTION- PROVIDE THICKENEND EDGE.
RRE SERVK-T SUPPLY LNE PROFLE
SCALE: 1 " — 10'
0+40
0+20
0+00
—0+20
U0
_w N .
SPRINKLER
INSTALLED BY
I
49 9 DIP = 3 2 6.9 9 COAZARNSULTING
ENGINEERS,
LLC
CIVIL
DESIGN
325 0+00.00 0.00
4 INCH DI
TEE
f 20
PLUG AND CAP
THE END OF THE
PROVIDE CONC.
THRUST BLOCKING
BEHIND THE TEE
515
Flo
F05
f•I•]
--0+25
THIS PLAN SET WAS SUBMITTED TO THE CITY OF
EDMONDS SPECIFICALLY FOR THE DCDA REVISION
FROM IN -GROUND VAULT TO HOTBOX. THE OVWSD
APPROVAL FROM 4/5/2024 WAS FOR THE ORIGNAL
APPROVED DESIGN.
APPROVED FOR WATER AND SEWER CONSTRUCTION
OLYMPIC VIEW WATER AND SEWER DISTRICT ,
DISTRICT ENGINEER OR ASSI
�9 Zo
DATE
SUBJECT TO APPROVA OF OTHER PERMITS FROM
AGENCIES HAVING JdRISDICTION
'APPROVED BY OVWSD H THE FOLLOWING CONDITIONS:
1. CONTRACTOR TO P HOLE EX. WATERMAIN TO VERIFY DEPTH AND
LCOATION PRIOR C N RUCTION. CONTACT ENGINEER OF RECORD IN
CASE OF CON CT
2. CONTRKEX.
R TO OVIDE TYPICAL MINIMUM COVER OF 3' OVER NEW 4" PIPE
BEOTICAL
MAIN AND VAULT THAT WILL BE OWNED BY OVWSD. DEFLECT
PIPAXIMUM 1/2 THE MANUFACTURER'S REQUIREMENTS OR INSTALL
BENDS AS REQUIRED TO ACHIEVE GRADES & VERTICAL ALIGNMEN"
Call before
you dig
TEE.
2018 156TH AVE NE
BLDG. F
SUITE # 100
BELLEVUE, WA 98007
OFFICE: (425) 372-2188
EMAIL: POURAZARIS@
azariengineers.com
WEBSITE:
vww. azarienFineers. com
4/0I/
P
OU
0FWAS
Y
1
�1poWp G IS TEg
ZONAL E
(Revisions:
�REVSD PER OVWD COMMTS
QREVSD PER OVWD COMMTS
03-14-24
0
A
Job No.: 223011
Date: 04/01 /2024
WP 4
(s 0f s)