Engineering commnets 1 and easements.pdfof EDV0 CITY OF EDMONDS
PLAN REVIEW COMMENTS
ENGINEERING DIVISION
6'st 1g90 (425) 771-0220
City Website: www.edmondswa.gov
DATE: August 21, 2019
TO: Marcus Dusenbury
Marcusd2@earthlink.net
corry@morrisoriginals.com
FROM: Jeanie McConnell, Engineering Program Manager
j eanie. mcconnell(2 edmondswa. gov
RE: Application 4: BLD20190936
Project: Dusenbury — demo stairs within City sewer easement
Project Address: 731 Northstream Lane
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please submit revised plans/documents including a written
response to each item below.
Resubmittals can be made at the Development Services Department on the 2nd floor of City Hall.
Permit Center hours are M, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon.
The subject property has a 10-ft utility easement across the western and southern boundaries of the
property. This easement is granted to the public (the City of Edmonds) and the City does not allow
structures, such as the recently built stairs, to be built within public utility easements. The subject
building permit has been submitted for the demolition of the recently built stairs. In addition, upon
a recent site visit, it was determined that a recently constructed fence runs parallel to the southern
property line and within the 10-ft utility easement. The fence is located approximately 4-ft off the
southern property line and has not been approved to be located within the easement. Additional
block walls and stairs have also been located within the easement. The stairs to the north of the lift
station, as well as the fence, will also need to be removed.
Please address the following and resubmit a plan(s) to the city for review and approval prior to
demolition:
1) Revise the site plan to include the fence that is to be removed. Clearly label the fence as "to be
removed".
2) Clearly label the stairs to the west of the lift station wet well as "to be removed".
3) Block wall and stairs shown below will need to be removed from the easement:
4) Some erosion has occurred from within the landscaped area to the north of the city utility
easement. This appears to have been from the on -site irrigation system. Please provide washed
rock on the north side of the fence as needed to prevent this type of washout from occurring.
Page 2 of 4
5) A drain pipe has been installed on private property and daylights towards the sewer easement
area (shown below). The location of this outfall needs to be directed away from the lift station
and in addition shall not be placed on the top of the slope where the potential for erosion would
be created.
6)
A gravel area to the west of the lift station was removed with the installation of the stairs and
will need to be re-established. This area is necessary for City crews to perform required
maintenance and/or repairs within the wet well. The photo below has been marked up to show
the limits of the area to be re-established with gravel. This area shall be level (flat) with the top
of the wet well and then slope to the west from the red line shown below.
Page 3 of 4
7) Restoration to the slope to west side of the lift station wet well shall meet Planning Division
requirements and notes shall be added to the plans stating the following:
a. The area of the stairs and area where vegetation was removed shall be restored and
planted with native species.
b. Prior to replanting, jute mat shall be installed to prevent erosion and until native
vegetation is re-established.
8) Other areas on -site shall be restored so that no exposed soils remain.
9) Show all City easements. Easement documents have been included for your reference.
10) Additional comments may follow these regarding the recording of a private walkway easement
in the same area as the City utility easement, along the southern property line of the subject
property.
Page 4 of 4
ACKNOWLEDGEMENT
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DEMOLITION NOTES A PORTION OF SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH COUNTY, WASHINGTON
1. CONTRACTOR SHALL MAINTAIN SANITARY SEWER SERVICE TO CUSTOMERS SERVED BY LIFT STATION THROUGHOUT
THE CONSTRUCTION PERIOD.
2. ALL TREES, HEDGES, SHRUBS, AND OTHER VEGETATION SHOWN ON THE PLANS ARE EXISTING AND SHALL REMAIN 6
UNLESS OTHERWISE NOTED,
3. EX. CHAIN LINK FENCE SHALL REMAIN OR BE TEMPORARILY REMOVED AND REPLACED.
4. EX. EXPOSED AGGREGATE CONCRETE DRIVEWAYS AND PATIOS SHALL NOT BE DISTURBED. EX. EXPOSED AGGREGATE
CONCRETE WALKWAYS SHALL REMAIN UNDISTURBED OR REMOVED AND REPLACED TO MATCH EXISTING,
5. SEE ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION INFORMATION.
6. SEE SHEET LS3-02 FOR APPROXIMATE LOCATION OF GROUNDWATER MONITORING WELL TO BE DECOMMISSIONED
AND ABANDONED.
7. DRY WELL INTERIOR PAINT IS LIKELY LEAD -BASED PAINT. CONTRACTOR SHALL REMOVE AND DISPOSE OF k
LEAD -BASED PAINT PER APPLICABLE STATE AND FEDERAL REGULATIONS. S
ELECTRICAL EQUIPMENT ENCLOSURE.
CATHODIC PROTECTION SYSTEM.
REMOVE SEE SHEET CP1. SEE ELECTRICAL PLANS LOCATE
Ex, CONCRETE DAVIT SUPPORT 108"0 REINFORCED CAST -IN -PLACE ENCLOSURE AS NECESSARY TO
CONC. SLAB WITH 36" SQUARE DRY WELL BLOWER PROVIDE MINIMUM 42" BETWEEN
(CLEAR OPENING) SINGLE -LEAF MOUNTING PER DETAIL FRONT OF ENCLOSURE AND EDGE OF
I DEMOLITION WITHIN QL WET WELL ACCESS DOOR. SEE STRUCTURAL F I ACCESS DOOR OPENING. SERVICE ELECTRICAL ENCLOSURE.
PLANS, SHEET S1. SEE ELECTRICAL PLANS
I $a 1. REMOVE EX. LADDER RUNGS. 1 z DOI-SALA SST FLUSH FLOOR- I EXCAVATION FOR FORCE MAIN AND
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u 2. REMOVE ALL EX. UNUSED / ' a MOUNT DAVIT SLEEVE (MODEL N0. DUCT CONNECTIONS SHALL UTILIZE
I ' BOLTS/ANCHORS/SUPPORTS, LEAVING NO W / 8510316) SEE DETAIL 10, SHEET TEMPORARY CAISSON OR OTHER
PROTRUSIONS, SHARP EDGES, OR VOIDS. I f ; S6 FOR FOOTING. SEE NOTE 2. SHORING.
3. PRESSURE WASH ALL INTERIOR SURFACES , ` 6" HDPE SDR 11 SLEEVE FOR
3 p ELECTRICAL EQUIPMENT RACK j CONNECT 4" HOPE TO 4- DI (FL) ELECTRICAL CONDUITS, SEE
N PER ELECTRICAL PLANS. Y WITH VIC-FLANGE ADAPTER. STYLE ELECTRICAL PLANS FOR SIZE
I I p E%. Y4:I riEll , \ I o I 994 (OR APPROVED EQUAL) AND QUANTITY OF CONDUITS.
. I � x Ex. WET Wf.LL
' x/ IE•aip 10' of (CUT -Mg (oYE1NL EX. CHAIN LINK �I RIM-43a.es +' 'RPBA IN ENCLOSURE. �' 1" COPPER WATER LINE IN
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3. REMOVE ALL EX UNUSED
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PROTRUSIONS, SHARP EDGES, OR VOIDS.
LS M3 DEMOLITION PLAN 10
SCALE: SCALE: 1"-5'
SCAIX IN FI:ET
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DAYS BEFORE
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AT ENDS OF ELECTRICAL 2.5 LINE TO RPBA FORCE MAIN REPLACEMENT SHRUB I
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EQUIPMENT ENCLOSURE ELECTRICAL AND WATER a c1
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TO DRY WELL HOSE 8113 / ex Eucr Svr.
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EX ACCESS (FIELD VERIFY LOCATION �^ .E%. PRICK
"I 'DBI-SALA SST FLUSH EX. DRY WELL �� • •' • GA7ES `PRIOR TO CONS1RUC ffON) WALE
ACCESS
I / FLOOR -MOUNT DAVIT SLEEVE -� • - \ :\ `: \ EX GAS SVC a \
(MODEL NO. 854-BS12828) FORCEE MAIN BYP SS F
Yd SEE DETAIL 9, SHEET SO Ex. EXP. PER DETAIL js •PRIOR TOCONSTFY RUCTIONn
I:• ti AGGREGATE )
FOR FOOTING. SEE NOTEi" CONCRETE ® a _
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RESTORE DISTURBEO Ex. AND FITTINGS DRIVEWAY ^ I n z
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6" PVC AIR DUCT WI'T1
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PLAN NOTES- ^ ". Z r z
1. SUBTRACT 413.40 FROM ELEVATIONS SHOWN TO z O
CONVERT TO MLLW DATUM ELEVATION. LS *3 SITE PLAN s 2.5 D 5 10 `� 12 0
2. COORDINATE WITH CITY PUBLIC WORKS STAFF O
TO FIELD LOCATE DAVIT SLEEVE. SCALE 1•'=5' SCALE IN FEE- W cc Q
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