REV2- BLD2019-0025 OVWSD Paradise Lane - Approved WA Plan - July 202235
i.30
�- 250.
EXISTING,SSMH 12-298
RIM=252.
WATER SERVICE LINE SPECIFICATIONS
PER OLYMPIC VIEW WATER & SEWER DISTRICT
I. MA TERIALS:
1) COPPER - TYPE "K" TUBING.
JD RETURN TO DVWSD. ~ SEC. 25, T WN. 2 7N, RNG . 0 3E, 114 SW
7 WAYS. IF IT IS A SADDLE / ENSURE 3-FT
IDLE AND INSTALL FULL MINIMUM INSTALL TEE &
P (CORP DIRECTLY ON MAIN) CLEARANCE VALVES FOR NEW 2"
! INE. l BETWEEN ALL COPPER TAPS PER
TAPS INTO OVWWO W-18, (6 TYP.)
CB RI 247.34 EXISTING WATER
MAIN
FIRE HYDRANT
WA TER ME
1 - PER 0VW5D R
WATER METER W-1B TO
PER 0VWSD DOMESTIC
TO SERVICE
DOMESTIC BUILDING B
�j 05,,00 BUILDI„.1 �\
-KT-TAP CONNEC77ON PER STD DETAIL W-5
L� II r \moo 1 - 8" X�8" X 6" TEE (RJ)
1 - 8" GV\ "
E=254 TOP=257 STA-4+24.00, 8 R -
STONE BL _ TOE=256 THRUST BLOCK 4 STORZ ADAPTOR
PER OVWSD STD W-4 \ STA-4+24.00 19.62 L SEE DETAILS, SHEET 2
250 THRUST BLOCKING
�ENE
WSD STD W-4
-ON�TppFQU�jFO 4-FT MINIMUM CLEARANCE AROUND FH PER DETAIL THIS SHEET
w, PROP. 2" COPPETER LINE FROM
A' MF/�y \� O / MAIN TO WM OR DCVA (6 1P)
o A AROUNDFH
_.
0b SEE DETAIL THIS SHEET -ENSURE 3-FT MIN
CLEARANCE AROUND FIRE HYD T
DOMESi7C SERVICE BUILDING C-
,o CVA VAULTS FOR DOMESTIC SERVICE TYP)
q o/ SEE STD PLAN W-11 FOR 2 DCVA (TYP)
TOP=261
T UNIT TOE=260
PROPOSED ? ' '/ `` ,--LOCA Qf�D UPON AC77JA OCA 'S
FDC " A " PR _ d � tip••.
STAND PIPE
GARAGE ,l A2 26 WA , L=245.95'
R=446.84'
FF=262.44 265.4 D F e a s d=3132'11"
SEE STD PLAN STANQ C. BEARING N 6039'09" W
_ w `l•
/ W-11 FOR 2' DCVA 2 .7 w6K_ ` CORD 242.86'
262 4 29 $ ! • w �'<5
/ t 1-1 2" POLY � / __-- .� e \ `,
4.
WATER LINE 82 $
pRO°O,pF �C 6 2
0
A3
! Ro RiNfr UPPER 2
! 4 J �1° ROOFTOP ]0+00
2 ! r < PERIMETER //, i 264.75 . `' - 264
GARAGE (E)
GRAVEL FILLED ORMWA 265 c,
?62.13 � `� __.. INFIL A77ON NCH (TIP) ' , f/t ww , BJ \ \ 1.2
` �!t 6 . / N F OOR ! 263.
/ OVERHANG 0 613-4
r
2ND FLOOR
w , OVERHANG; 262.
GARAGE_'
264 w / FF=264.75
UPPER
t
w w FF FQ st ROOFTOP ; > ?66.
TOE=264 GRr ., 6 �6SC>SN/T PERIMETER I Q Lj
p a
a 64.7 / W
`--24P4tEY 6 1 t i 964. 1
TOP=266 64.75
TOE=264.6 '` ~ ~ ' �� R o F �,� 1.59 f EST N.. E CK
36.7 i r o WALL
25'-3' HIGH
4.
15. F
(30.0 DL) 264.
- r f
4�`00` w
- -
h 4 5 ww� �m 0 oo \
o�
6, 11k x
X 267.0 269 4
P4 X 18"
x \ N 88'4200 W 140.8x
-x
x x x---x
�TAL [) 18"
6X 6 F \ �, � X \ x TOE=265
0 7bTA DL? ��, 268.E TOE=267 i I ST 0 K FND 1 2" REBAR
\ \ \ \ \ WALL TOP=270 W CAP LS 21J64
- \ 1-3' HIGH TOE=268 N 0.43' & E 0.13'
20C 269.4 . OF CALC. CORNER
(40.0 DL) X
\ \ \ \ N
270.9 (50.0 DL)
2) WHEN STATIC PRESSURE IS LESS THAN 100 PSI, HIGH -DENSITY POLYETHYLENE PIPING WITH
IRON PIPE SIZE ASTM-D2239 AND PE3406 OR PE 3408 MARKINGS PIPING SHALL BE MARKED AT INTERVALS OF NOT MORE
THAN 5' FOR POLY PIPE WITH MANUFACTURER'S NAME, SIZE AND PRESSURE RATING OF 160 PSI MINIMUM.
WHEN STATIC PRESSURE EXCEEDS 100 PSI, USE POLYETHYLENE PIPING WITH IRON PIPE SIZE ASTM-D2239 AND PE 3408
MARKINGS PIPE WILL HAVE A PRESSURE RATING OF 200 PSI OR GREATER AND BE MARKED AT INTERVALS OF NOT MORE
THAN 5' WITH MANUFACTURERS NAME, SIZE AND PRESSURE RATING.
INSTALLA TION:
1) THE WATER SERVICE LINE SHALL BE PLACED ON A FIRM UNDISTURBED BASE THAT IS SMOOTHLY GRADED AND FREE
OF LARGE MATERIALS. IF SOIL IS DISTURBED, IT SHALL BE COMPACTED TO PROVIDE A STABLE BASE. THE PIPE DEPTH
SHALL BE A MINIMUM OF 18" FROM FINISHED GRADE TO THE PIPE.
2) IF POL Y PIPE IS USED, I T MUST BE BURIED WI TH A 12 GAUGE SOLID CORE TRACER WIRE WI TH VINYL COA TING. THE
WIRE MUST BE CONTINUOUS, CONNECTED AT THE METER AND THE HOUSE AND TAPED TO THE SERVICE LINE EVERY 5'
3) IF NATIVE BACKFILL MATERIAL HAS LARGER THAN 3/8" DIAMETER ROCK, AN APPROVED SANDY SOIL SHALL BE USED
TO BACKFILL 1" ABOVE WATER PIPE.
4) THE WATER SERVICE PIPE MUST BE CONNECTED AT THE METER AND BUILDING WITH BRASS FITTINGS (NO PLASTIC,
PVC OR GALVANIZED FITTINGS ALLOWED).
5) ALL PIPING SHALL BE FLUSHED OUT AND BE UNDER PRESSURE WITH NO LEAKS WHEN THE INSPECTION IS
REQUESTED.
6) THE WATER SERVICE LINE SHALL NOT BE BURIED IN THE SAME TRENCH AS 7HE SANITARY SEWER OR STORM
DRAINPIPE. THE MINIMUM HORIZONTAL SEPARATION FROM WATER TO SEWER SHALL BE 10 FEET. IF FIELD CONDITIONS
PREVENT THIS, CONTACT THE DISTRICT FOR SPECIFIC INSTRUCTIONS. WATER LINES CROSSING SEWER OR STORM PIPES MUST
MAINTAIN AN 18" VERTICAL SEPARATION ABOVE SAID PIPES
Ill. INSPECTION:
PRIOR TO BACKFILLING ANY PORTION OF THE WATER LINE YOU MUST CONTACT OLYMPIC VIEW WATER & SEWER DISTRICT
FOR INSPECTION (425-774-7769) 24 HOURS IN ADVANCE. THE PRECEDING CRITERIA MUST BE MET PRIOR TO ANY
INSPECTION.
Know what's below.
Call 811 two business days
before you dig.
EXISTING SITE FEATURES AND BOUNDARY NOTE:
EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE
PROVIDED BY A SURVEY PREPARED BY GREENE LAND SURVEYING
DATED 9-14-18 .
SOME PORTIONS OF THE EXISTING UTILITIES NOT SHOWN ON THE
SURVEY WERE GATHERED FROM THE CITY OF EDMONDS GIS MAP.
I •
0
VICINITY MAP
N. T. S.
LEGAL DESCRIPTION. APN: 27032500JO2600
ALL THAT POR77ON OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SEC77ON 25, TOWNSHIP 27
NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY WASHINGTON, LYING NORTH OF
STATE ROAD NO. 1-W AND SOUTH OF COUNTY ROAD;
EXCEPT THE EAST 15 FEET THEREOF, AS MEASURED ON THE SOUTH LINE,•
EXCEPT THE WEST 262.90 FEET OF SAID SOUTHWEST QUARTER OF THE NORTHWEST
QUARTER OF THE SOUTHWEST QUARTER, MEASURED ON THE NORTH LINE,•
AND EXCEPT THE FOLLOWING DESCRIBED TRACT.-
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER 15 FEET WEST OF THE
SOUTHEAST CORNER THEREOF,•
THENCE NORTH 1' EAST 95.54 FEET TO THE SOUTHERLY LINE OF COUNTY ROAD;
THENCE NORTHWESTERLY ALONG THE SOUTHERLY LINE OF COUNTY ROAD 168.19 FEET;
THENCE SOUTH 1' WEST 71.94 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF
TRACT CONVEYED TO
07TO E. MARTEN AND WIFE, BY DEED UNDER RECORDING NO. 1029868;
THENCE NORTH 8832' WEST 260.05 FEET, MORE OR LESS, TO THE NORTHERLY LINE
OF STATE ROAD 1- W,
THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID STATE ROAD 236.05
FEET, MORE OR LESS, TO POINT A ON THE SOUTH LINE OF SAID SUBDIVISION, 180
FEET WEST OF THE SOUTHEAST CORNER THEREOF -
THENCE SOUTH 8832' EAST 165 FEET TO THE TRUE POINT OF BEGINNING,•
ALSO EXCEPT POR77ON CONVEYED TO THE STATE- OF WASHINGTON UNDER RECORDING
NO. 2159666.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
UTILITY CONTACT LIST:
WATER OLYMPIC VIEW WATER DISTRICT
8128-228TH ST SW
EDMONDS, WA 98026-8449
(425) 774-7769
SEWER CITY OF EDMONDS
121-5TH AVENUE NORTH
EDMONDS, WA 98026
(425) 771-0241
ELECTRIC. SNOHOMISH COUNTY P.U.D.
21018 HIGHWAY 99,
EDMONDS 98026
(425) 670-3200
FIRE
DEPARTMENT EDMONDS FIRE DISTRICT (SCFD 11)
121-5TH AVENUE NORTH
(EDMONDS CITY HALL)
FIRE MARSHAL: (425) 771-0213
GAS: PUGET SOUND ENERGY
10885 NE 4TH ST
BELLEVUE, WA 98004
(425) 452-1234
REQUIRED FIRE FLOW:
MAXIMUM FIRE FLOW 1158.9 GPM
FOR 1007. INVOLVEMENT AS
DETERMINED BY IOWA MODEL.
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 774E
LOCATION, DIMENSION AND DEPTH OF ALL EXISTING U77LI71ES
WHETHER SHOWN ON THESE PLANS OR NOT, BY P07HOLING THE
U77LI77ES AND SURVEYING THE HORIZONTAL AND VER77CAL
LOCA77ONS PRIOR TO CONSTRUC770N. THIS SHALL INCLUDE
CALLING U7ILITY LOCATE AT 1-800-424-5555 AND THEN
P07HOLING ALL OF THE EXIS71NG U77LI77ES AT THEIR LOCA77ONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCA77ON OF SAID U77LI77ES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMA77ON AND ARE SUBJECT TO VARIATION.
SITE INFORMATION:
PARCEL NUMBER:
27032500JO2600
SITE ADDRESS. •
546 PARADISE LANE
EDMONDS, WA 98020-4650
TOTAL SITE AREA:
30,238 SF (0.694 ACRES)
COUNTY
SNOHOMISH COUNTY
ZONING:
RM-2.4
MAXIMUM BUILDING HEIGHT.
25'
SETBACKS•
FRONT 15'
SIDE: 10'
REAR: 15'
PROJECT CONTACT LIST:
rol3axni
PARADISE HEIGHTS HLD, LLC
190 W DAYTON ST STE 103
EDMONDS, WA 98020
DEVELOPER:
MICHEL CONSTRUCTION, INC.
7907 212TH SW, 1102
EDMONDS, WA 98026
PHONE. • (425) 776-2211
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21 AVE. A, SUITE 4
SNOHOMISH, WA 98290
PHONE: (425) 334-9980
EMAIL: donnabreskeGcomcost net
GEOTECHNICAL ENGINEER:
EARTH SOLU77ONS NW, LLC
1805 1367H PL NE SU17E 201
BELLEWE, WA 98005
PHONE. (425) 449-4711
APPROVED FOR WATER AND SEWER CONSTRUCTION
OLYMPIC VIEW WATER AND SEWER DISTRICT
DISTRICT ENGINEER OR ASSIGNEE DATE
SUBJECT TO APPROVAL OF OTHER PERMITS FROM
AGENCIES HAVING JURISDICTION
REVISION 4 (3-31-2022). ADDRESS OVWSD REVIEW COMMENTS, ADD FH/BLOCK WALL DETAIL, UPDATE OVWSD REFERENCE DETAILS NUMBERS, ADD ESMT, ETC.: 5-15-2022
REVISION 3 (3-31-2022).- ADD17ION OF DCVA DOMESTIC SERVICE VAULTS, DCVA DOMESTIC FIRE SPRINKLER VAULTS, AND 1" WATER LINES DATE.•3-31-2022
REVISION 2 (12-21-2021). REMOVE ON -SITE WATER MAIN SYSTEM AND FH & WATER METERS RE -LOCATE WITHIN ROW DATE. • 12-28-2021
REVISION 1 (1-21-20). PER OVWSD PACE REVIEW COMMENTS DATED 11-27-19
SEC. 25q TWN. 27N, RNG. 03E, 1/4 SW
/ � c
w
\ c
w
/ c
/
\ k
l
.� \\\?sue •�,�52.65 �\�� / �,
TW=255.15
0 5
Scale 1 " = 5'
boo
FIRE HYDRANT IN LANDSCAPE
BLOCK WALL NICHE
`• \` 4
GRADING PLAN FOR SLOPE AT FIRE HYDRANT WALL
SCALE: 1" = 5'
Know what's below.
Call 811 two business days
before you dig.
EXISTING SITE FEATURES AND BOUNDARY NOTE:
EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHY WERE
PROVIDED BY A SURVEY PREPARED BY GREENE LAND SURVEYING
DATED 9-14-18 .
SOME PORTIONS OF THE EXISTING UTILITIES NOT SHOWN ON THE
SURVEY WERE GATHERED FROM THE CITY OF EDMONDS GIS MAP.
FIRE' H YI)RAIN 1 ' WALL DE1 AIL
N. T.S.
INSTALL LANDSCAPE BLOCK WALL IN SLOPE TO MITIGATE
GRADE FOR FIRE HYDRANT INSTALLATION. ENSURE 4.0'
CLEARANCE FROM HYDRANT TO WALL ON ALL SIDES.
APPROVED FOR WATER AND SEWER CONSTRUCTION
OLYMPIC VIEW WATER AND SEWER DISTRICT
DISTRICT ENGINEER OR ASSIGNEE DATE
SUBJECT TO APPROVAL OF OTHER PERMITS FROM
AGENCIES HAVING JURISDICTION
REVISION 4 (3-31-2022): ADDRESS OVSWD REVIEW COMMENTS, ADD FH/BLOCK WALL DETAIL, UPDATE OVSWD REFERENCE DETAILS NUMBERS, ADD ESMT, ETC.: 5-15-2022
REVISION 3 (3-31-2022): ADDITION OF DCVA DOMESTIC SERVICE VAULTS, DCVA DOMESTIC FIRE SPRINKLER VAULTS, AND I- WATER LINES DA7E•3-31-2022
REVISION 2 (12-21-2021): REMOVE ON -SITE WATER MAIN SYSTEM AND FH & WATER METERS. RE -LOCATE WITHIN ROW DATE12-28-2021
REVISION 1 (1-21-20). PER OVWSD PACE REVIEW COMMENTS DA7ED 11-27-19
L.
489
WASy,��'
ti
o``F GIST
�STONAL
DONNA BRESKE & ASSOCIATES
. LAND USE PLANNING & CIVIL ENGINEERING
PHONE 206-715-9582
www.DONNABRESKE.com
WATER DETAILS
FOR
PARADISE HEIGHTS
TAX PARCEL: 27032500302600 ORIGINAL ISSUE DATE: 11-13-18
SCALE: 1 " = 5' 1 SHEET: 2 of 2