ENG PROJECT ASBUILTPORTION OF SECTION 25, TOWNSHIP 27 N., RANGE 03 W., W.M.
\ 15ACCESS
EASEMENT /
PERVIOUS CONCRETE
DRIVEWAY PAVEMENT
SEE DETAIL 1/C3.1
\ TEMPORARY PROJECT BENCHMARK / L / \/ � 'cr ♦
\ \ \ \ FOUND REBAR & CAP LS #9891
\ \ \ ELEV 287.43
\ \ \ \ CONTRACTOR SHALL VERIFY
\ \ \ EXACT LOCATION AND ELEVATION ' / / \ / / / \ p / / 8.5' TILITY
\ / i/ / EASE NT 293.16-
\ ♦ / \
PERMEABLE SIDEWALK PAVEMENT
�\ \ 102 SEE DETAIL 21C3.1
/ a S , i \ NEW GAS METER & SERVICE LINE
SERVICE LINE TO MAINTAIN 18 COVER MIN.
PROVIDE 12" MIN. SEPARATION AT AL4 I
s• \ \ 1 GRADING SHOWN ON ADJACENT LOTS FOR
DEC.
293
asphalt
INSPECTION PORT
SEE DETAIL 3/C3.1
LOT 2 GRAVELLESS CHAMBER
3' W x 32'-2" L x 2.33' D
MIN RIM 292.86
IE 290.0
SEE DETAIL 5/C3.1
1 LF 6" PVC @ 2% MIN
CATCH BASIN, TYPE 1
1 1 293.62 ♦ W/ SEDIMENT RISER
1 �1 1 1 1 1 ♦ II O
TO GRADE
11111111111111 ��
\ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CONNECT FOOTING DRAINS
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ♦ ♦TO STORM SYSTEM
11 11111111111 1 /�\
11111111111111
DS \
293.77 1 1 1 1 1 1 1 1 1 ATE
293.81
293.93 /S g . \
293.87 \
293.36
\ REFERENCE ONLY GAS/SD CROSSINGS G/ \
\ 1\ A ry POWER/TELEPHONE/CABLE POC
4" SIDE SEWER CLEAN OUT -
tis /
\ \ / r v ,..
CONNECT TO ROOF \ i �3° �/ Ds / > o
\ \ \ \ / / / DOWNSPOUTS (TYP)
DS 4" SDCO NEW RESIDENCE \ \ p
°
\
\
\
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TYPICAL PIPE DIMENSION NOTE
THE PIPE DIMENSIONS SHOWN ARE MEASURED FROM CENTER OF
STRUCTURE TO CENTER OF STRUCTURE
SURVEY DATUM
VERTICAL DATUM:
NAVD88
BENCHMARK:
2" BRASS DISK IN CASED CONCRETE MONUMENT IN CENTERLINE OF 100TH
AVENUE WEST 600' NORTH OF INTERSECTION WITH SR 104/EDMONDS WAY,
OPPOSITE THE SOUTHEAST CORNER OF CEMETERY PROPERTY.
ELEVATION = 312.10 FEET. (WGS CONTROL POINT #22)
HORIZONTAL BASIS OF BEARING:
N74000'00"E BETWEEN FOUND MONUMENTS ON 15TH STREET SW.
EQUIPMENT USED:
INSTRUMENTATION FOR THIS SURVEY WAS A 5 SECOND THEODOLITE AND
AN ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS
SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS
SET BY WAC 332-130-090.
CONNECT TO EX GAS
GS
MAIN \
GPi\PN IS/
0
GPS i 29ti
'o / 6co /
\ \EX SSC�
IE 283.5
RIM TO GRADE ROOF AREA: 2211 SF \ o
/ / /♦ / \ \ IE 292.0 FF 294 \
/ I \<' /\\ \ \ WATER SERVICE POC Ds \
4" ROOF DRAIN TIGHTLINE @ 1.0% MIN / 1
\ DS
EX SSCO \ \ `J� ♦ /
IE 287.83 ♦ p \ /
DS`�
S / NEW GAS MAIN TO MAINTAIN
36" COVER MIN.
10' SEWER PROVIDE T MIN. SEPARATION
EASEMENT FROM SD LINES
\ CONNECT TO EX WATER
\\ \ \ SERVICE STUB PER
\ \Z,<, \ \ OLYMPIC VIEW WATER
\ AND SEWER DISTRICT
i
\ "00,
\ \ \% , 4" SDCO
RIM TO GRADE
IE 291.5
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e'
/ I
I �
I
TEMPORARY PROJECT BENCHMARK
FOUND REBAR & CAP LS #9891
ELEV 289.73
CONTRACTOR SHALL VERIFY
EXACT LOCATION AND ELEVATION
\
\
\ I �
I
ALL DISTURBED SOILS WILL BE
COMPOST AMENDED PER BMP T5.13
IF THE RIM TO INVERT ELEVATION
EXCEEDS 5-FEET, THEN A TYPE 2
MANHOLE WILL BE REQUIRED.
GENERAL NOTES
1. CITY OF EDMONDS WILL TV SEWER LINE PRIOR TO FINAL
ACCEPTANCE.
2. ALL SEWER PIPE SHALL BE SDR 35 OR BETTER
3. PER ECDC 18.05 ALL UTILITY SERVICES SHALL BE INSTALLED
UNDERGROUND.
4. PLACE CABLE/TEL/TV LINE IN POWER LINE TRENCH.
5. CONDITION OF EXISTING LATERAL SHALL BE VERIFIED BY THE
CITY OF EDMONDS. CONTACT THE SEWER DIVISION AT
425-771-0235.
6. IF NEW LATERAL IS REQUIRED, A MANHOLE WILL BE INSTALLED
AT THE CONNECTION TO THE MAIN UNLESS SEWER DIVISION
DETERMINES OTHERWISE.
UTILITY NOTE:
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY
AND ALL UNDERGROUND UTILITIES. BEYLER CONSULTING ASSUMES NO LIABILITY FOR THE
LOCATION OF UNDERGROUND UTILITIES.
4" SDCO
RIM TO GRADE
IE 291.0
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e
Know what's below.
Cal I before you dig.
10 5 0 10
SCALE: 1" = 10'
IMPERVIOUS AREAS
EXISTING:
NO EXISTING IMPERVIOUS
PROPOSED:
SINGLE FAMILY RESIDENCE
PERMEABLE SIDEWALK
DRIVEWAY (PGIS)
TOTAL:
2211 SF (0.060 Ac)
27 SF
421 SF 0.009 Ac + 670 sf asphalt
3329 F ( .07�Ac 1
ULTILTY NOTE
ALL UTILITY TRENCHES WITHIN 10 FT OF AN INFILTRATION FACILITIES AND
PERMEABLE PAVEMENTS/PAVERS TO BE WRAPPED WITH AN IMPERVIOUS
LAYER IN ORDER TO PREVENT MIGRATION OF INFILTRATION WATER
THROUGH UTILITY TRENCHES.
APPROVED FOR CONSTRUCTION
OLYMPIC VIEW WATER AND SEWER DISTRI
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
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JOB NUMBER
16.00089
SHEET 4 OF 6
C3. 0