ENG2021-0068 ROW PERMIT (2)RIGHT OF
WAY PERMIT
PERMIT
NUMBER
City of
Edmonds
98020 ENG2021-0068
www.cityofedmonds.gov
Description: DRIVEWAY WITH STM MANAGEMENT - ROW AND STORMWATER PERMIT
ISSUED: 06/22/2021
Address: 8112 TALBOT RD EDMONDS WA 98026-5041
EXPIRES: 12/22/2021
Permit Type: RIGHT OF WAY Permit Subtype: RESIDENTIAL Parcel Number: 00594400008701
NAME TYPE NAME
ADDRESS
PHONE
APPLICANT DANIELLE HILL
8112 TALBOT RD, EDMONDS WA
(206)419-7543
CONTRACTOR TNT LANDSCAPING SERVICES
17631 8TH PL W, LYNNWOOD WA 98037
OWNER GLYNN JOAN
8112 TALBOT RD, EDMONDS WA 98026-5041
FEE
INFORMATION
DESCRIPTION
AMOUNT
PAID
CITY TECHNOLOGY FEE CHARGED PER PERMIT
$40.00
$40.00
ENGINEERING INSPECTION FEE
$440.00
$440.00
RIGHT OF WAY STANDARD PERMIT FEE
$330.00
$330.00
STORMWATER ENGINEER REVIEW FEE
$260.00
$260.00
REQUIREMENT TYPE NOTES
TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City
Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification
verifying completion of the required training in their posession.
RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with
asphalt or City approved material prior to the end of the workday - No Exceptions
WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final
inspection and acceptance of the work.
INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM
24 HR NOTICE REQUIRED
INDEMNITY
The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of
any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments
or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of
granting this permit.
THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW
g 6/22/2021
RELEASED BY DATE
Printed: Tuesday, June 22, 20214:50:30 PM 1 of 2
RIGHT OF WAY PERMIT
PERMIT NUMBE
City of Edmonds
www.cityofedmonds.gov
CONDITIONS
CONDITION TYPE
It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in
DAMAGE TO FRONTAGE
City right of Ways or Easements to City Standards caused by or occurring during the permitted
IMPROVEMENTS
project.
ESC REQ
Maintain erosion and sedimentation control per City and SWMMW standard requirements.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to
indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and
agents from any and all claims for damages of whatever nature, arising directly or indirectly from the
HOLD HARMLESS
issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any
requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
Sound/Noise originating from temporary construction sites as a result of construction activity are
exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on
SOUND OR NOISE
weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all
other times the noise originating from construction sites/activities must comply with the noise limits
of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
All utilities shall be located prior to any excavation. New locates shall be called for if at time of
UTILITY LOCATES
excavation, original locates are no longer identifiable.
INSPECTIONS
INSPECTION TYPE
DATE RESULT
COMPLETE
A-1 TESC AND MOBILIZE
E-3 STRM CONVEYANCE
E-3 STRM MGMT FACILITY
E-5 DRIVEWAY SLOPE
X-2 ENGINEERING FINAL"
E-7 DWY APPROACH
E-3 STRM FOOTING DRAIN
E-3 STRM TIGHTLINE
E-3 STRM COVENANT
Printed: Tuesday, June 22, 2021 4:50:30 PM 2 of 2
City of Edmonds
Critical Area Notice of Decision
Applicant:
h
Property Owner:
Critical Area File #:
zO 7� _ / ��--
Permit Number:
Site Location:
I Z I l% �o �
^ arcel Number:
0 d -S c,�0 � 87 O
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Project Description:
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Conditional Waiver. No critical area report is required for the project described above.
There will be no alteration of a Critical Area or its required buffer.
2. SC The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.020, and/or
23.80.040.
The proposal is exempt pursuant to ECDC 23.40.230.
❑ Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
❑ Critical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
❑ Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or .does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
❑ Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
❑ Notice on Title. Critical area notice on title recorded under AFN
/Ike-Cfv 2
Reviewer
Signature
XL21
z
Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 1112912016
HILL RES
8112 TALBOT RD
NE 1 /4, SE 1 /4, SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
DENCE
EDMONDS, WA 98026
OWNER
DANIELLE HILL
8112 TALBOT RD
EDMONDS, WA 98026
206.419.7543
GENERAL NOTES
CONSULTANTS
CIVIL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: JARED UNDERBRINK
SURVEYOR
PACIFIC COAST SURVEYS, INC.
P.O. BOX 13619
MILL CREEK, WA 98082
425.512.7099 FAX: 357.3577
CONTACT: DARREN RIDDLE
SOIL/GEOTECH ENGINEER
QUALTIY GEO, PLLC
420 GOLF CLUB RD SE, SUITE 201
LACEY, WA 98503
360.764.8485
CONTACT: LUKE MCCANN
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS
STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER
APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL
FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF
EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS
IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE
LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF
"AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF
REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND
ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS
PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN
FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT
SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY
LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES
AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL
CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE
STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND
SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL
BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF
THE PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS
TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE
ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY
DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET
OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH
COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS,
LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS
SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM
DRAIN SYSTEM WHERE INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL
DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE
DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS
DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER
QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO
425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE
COMPLETED BY THE OWNER ANNUALLY THEREAFTER.
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO
THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE
REQUIREMENTS AND STANDARDS.
23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY
OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND
EROSION CONTROL REQUIREMENTS.
HAUL ROUTE
FROM SITE: EAST ON TALBOT ROAD, RIGHT ON 171ST ST SW, LEFT ON 196TH ST SW, CONTINUE
EAST ONTO 1-5.
TO SITE: FROM 1-5, WEST ON 196TH ST SW, RIGHT ON 88TH AVE W, LEFT ON OLYMPIC VIEW DR,
RIGHT ON TALBOT RD.
NOTE: HAUL ROUTE NOT PERMITTED FOR A TRUCK AND TRAILER.
UTILITIES
WATER/SEWER/STORM GAS FIRE
CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE
121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE
EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208
425.771.0241 1.888.225.5773 425.551.1200
POWER
SNOHOMISH COUNTY PUD
PO BOX 1107
EVERETT, WA 98206
425.783.1000
CABLE & TELEPHONE
CO M CAST
15815 25TH AVE W
LYNNWOOD, WA
877.824.2288
24.THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING
OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL
AND ROCK MATERIALS ARE REQUIRED.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT
ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A
MINIMUM DISTANCE OF 10 FEET.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND
BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS,
UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST
LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR
REMOVAL OF SHORING AND BRACING, AS REQUIRED.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR
ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS
RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT
FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL.
30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR
SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES.
CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL
OF THE AUTHORITIES GOVERNING SAID UTILITIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL
BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS
AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE
INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE AND CITY.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED
TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE
PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES
WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION
FOR APPROVAL PRIOR TO INSTALLATION.
41. RESIDENTIAL DRIVEWAY SLOPES SHALL NOT EXCEED 14%.
CONSTRUCTION SEQUENCE NOTES
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220,
EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF
ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING
INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN
PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND
SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL
PERMANENT VEGETATION IS ESTABLISHED. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED
SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO
SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE
COVERED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO
ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED
AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY
INSPECTOR
LEGAL DESCRIPTION
LOT 87, PLAT OF TALBOT PARK AS RECORDED IN VOLUME 12 OF PLATS AT
PAGE 107, RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
EXCEPT THAT PORTION OF LOT 87 DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 87;
THENCE SOUTH 18' 02' 30" WEST A DISTANCE OF 158.40 FEET;
THENCE NORTH 71' 57' 30" WEST A DISTANCE OF 18.05 FEET TO A POINT
ON THE WESTERLY LINE OF SAID LOT 87;
THENCE NORTH 24' 32' 34" EAST ALONG SAID WESTERLY LINE A DISTANCE
OF 159.43 FEET TO THE POINT OF BEGINNING;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF
TALBOT ROAD,
AS THE BEARING OF N. 85'49'35" E.
DATUM
NAVD 88
UTILITY PATCHES AND PAVEMENT RESTORATION NOTES
1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE
REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE.
2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND
TO THE CENTERLINE OF ROADWAY.
3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS
REQUIRED.
4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR,
NOT THE CITY OF EDMONDS.
5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL
RESTORATION.
SHEET INDEX
C1.1
COVER SHEET & GENERAL NOTES
C2.1
TEMPORARY EROSION CONTROL PLAN
C3.1
GRADING & DRAINAGE PLAN & DETAILS
C3.2
GRADING & DRAINAGE DETAILS
4 / /
/
/
PROJECT SITE /
V
VICINITY MAP
NTS = PROJECT SITE
LEGEND
DESCRIPTION
EXISTING
PROPOSED
ABBREVIATIONS
PROPERTY LINE
ADJACENT PROPERTY LINE
- -
- -
- -
- -
ABN
ABANDONED
BUILDING
MIN
MINIMUM
MECHANICAL JOINT
BLDG
MJ
CENTERLINE
CLEARING LIMITS
-
-
BOW
BOTTOM OF WALL
MON
MONUMENT
-
CENTERLINE
NTS
NOT TO SCALE
SILT FENCE
X
X X
CB
CATCH BASIN
OC
ON CENTER
CONTOUR LINE
100
00
CMP
CORRUGATED METAL PIPE
PC
POINT OF CURVATURE
FENCE
E E EI
r, ^ ^
--).--SS ss-
CO
CLEANOUT
PI
POINT OF INTERSECTION
SANITARY SEWER LINE
- - - ss - - - ss -
CONC
CONCRETE
PIV
POST INDICATOR VALVE
MANHOLE
0
®
CONST
CONSTRUCTION
T
PROPERTY LINE
STORM DRAIN MAIN
- - - SD - - - SD -
LSD -LSD-
CP
CU YD
CONCRETE PIPE
PT
POINT OF TANGENCY
STORM DRAIN PIPE
- - - --- r-
CUBIC YARD
PVC
POLYVINYL CHLORIDE PIPE
clo.
ROOF DRAIN
- - - R - - - R - - - R -
R R
DDCVA
DOUBLE DETECTOR CHECK
VALVE ASSEMBLY
PVI
POINT OF VERTICAL
INTERSECTION
FOOTING DRAIN
- - - F - - - F - - - F -
- - - P - - - P - - - P -
F F
P P
DI
DIA
DUCTILE IRON PIPE
PVMT
PAVEMENT
POINT OF VERTICAL TANG.
PRESSURE LINE
DIAMETER
PVT
CATCH BASIN (TYPE 1)
❑
■
DIP
DUCTILE IRON PIPE
EACH
R
RADIUS
REINFORCEMENT
CATCH BASIN (TYPE 2)
EA
REINF
CLEANOUT
c
EJ
EXPANSION JOINT
RJ
RESTRAINED JOINT
CLEANOUT AND WYE
��
�'
ELEV
ELEVATION
RET
RETAINING
GRADE BREAK
- - - - - - -
- - - - - - -
EOP
EDGE OF PAVEMENT
RT
RIGHT
SURFACE SWALE
DRAINAGE ARROW
EX
EXISTING
FIRE DEPT. CONNECTION
SD
STORM DRAIN
FDC
SECT
SECTION
WATER LINE
- - WA- - - WA
WA- WA-
FIFE
FINISHED FLOOR ELEVATION
SDMH
STORM DRAIN MANHOLE
WATER METER
®
FH
FIRE HYDRANT
SIM
SIMILAR
FIRE HYDRANT
151
FL
FLANGE
SQ
SQUARE
FDC
V
i
FT
FEET/FOOT
GATE VALVE
SS
SANITARY SEWER
PIV
0
•
GV
SSMH
SANITARY SEWER
MANHOLE
STATION
GATE VALVE
g
Z
HP
HIGH POINT
STA
TEE
90° BEND
, I,
HT
HEIGHT
STD
STANDARD
IT
ID
INSIDE DIAMETER
STL
STEEL
THRUST BLOCKING
CAP
o
A
IE
INVERT ELEVATION
LENGTH/LINE
TB
THRUST BLOCK
TOP OF CURB
L
TOC
CONCRETE PAVEMENT
°
a
° a °
LCPE
LINED CORRUGATEDPOLYETHYLENE PIPE
TOW
TOP OF WALL
ASPHALT PAVEMENT
LF
LINEAL FOOT
TOP
TOP ELEVATION
TYPICAL
CRUSHED SURFACING
LP
LOW POINT
TYP
ROCKERY
LT
LEFT
VC
VERTICAL CURVE
SPOT ELEVATION
f 20.0
f 20.0
MAX
MAXIMUM
W/
WITH
WATER METER
TELEPHONE LINE
- - - T - - - T - - - T -
-T-T
MECH
MECHANICAL
WM
POWER LINE
GAS LINE
- - - E - - - E - - - E -
-E-E
MH
MANHOLE
--- G - -- G - -- G-
G G
SIGN
m
CAUTION!
CAI I RF:FORE YOU DIGI
BURIED UTILITIES EXIST IN THE AREA AND UTILITY
INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT
THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48
HOURS PRIOR TO CONSTRUCTION
1-800-424-5555 (811
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
am
ENGINEERING DIVISION
APPROVED AS NOTED
;& e gA�W 06/17/2021
CITY ENGINEERING DIVISION
O C I
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
TEMPORARY EROSION CONTROL PLAN NOTES:
O C I
CB RIM=76.98
IE 12 PC POP E 774.79
IE 8" RCP(N)=75.19
WH RIM=71.70
8" PVC(W)=51.85
8" PVC(E)=51.95 I
S 13
I
I
QN
ss--_-s
NE 1 /4, SE 1 /4,
CB RIM=81.09
IE 12" CPP(W)=76.39
IE 12 CPP(SE)=76.39
IE 12" -CPP(E)=79.09
CB RIM=78.01 I �
FOUND CASED CONC. MON W/
2-1/2" BRASS DISK & PUNCH.
DOWN 1.2'. VISITED 12-21-20
IE 12" CPP(E)-74.91
N 85_'49'35' E 145.89' (BASIS OF BEARING) _ - C sN
/ ____
N 86 0'00• E 120.00' INSTALL TEMPORARY CATCH BASIN INLET ,sS'
PROTECTION ON ALL CBS 100' DOWNSTREAK4- '
TA ROA
OF THE SITE IN THE ROW AND AS PROPOSED 3
I / CBS ARE MADE OPERABLE
SS \
F \ S
N-- --- ---- ----S ----S \
1 ►c1 6' 0' 0° 0 0 2'x2' BRICK -
_ BRICK WALL 2 x
- SS OLUMN
_ _ ss - - 1 08 10" 10" 0 BRICK
- - x DEC DEC DEC
STOCKPILE TO BE PLACED---
IN AREA OUTS 0-If 11 ,�- X I
/CB RIM=81.28
PRO��INFILTRATION
TRENCH SO AS NOT TO �
COMPACT SOILS. � �/ I
I STOCKPILE LOCATION (IF
11 NEEDED). I<EEP COVERED
PER DOE BMP C125
1 2 INSTALL FILTER
1 0 FABRIC FENCE
I I /
II EXISTING HOUSE
HOUSE / - ` /
1 TO REMAIN J8112 I //
F.F.=80.83'
10'X2 I r /
° M
11 I IE 4" CPP=78.66 / �- IE 4" CPP=79.22 /
I COVFED I G /
I PO CH
YD RIM=79.92 ,
I I IE 4" CPP(N)=79.27
00594400008802 /
II "x4 JM L - - L - L� �// // � E 4" CPP(S)=79.2717 /
EXISTING DRAINAGE
�/ SYSTEM TO BE REMOVED
jifox2 /.
/ x 80 k I 4 a
ASPHALT
/
/ IE 1 9" CPP(N)=76.28
EXISTING ASPHALT
APPROACH IN ROW TO
REMAIN \
/ ` BRIC< WALL AND
COLUMNS TO BE
REMOVED
USE EXISTING DRIVEWAY FOR
CONSTRUCTION ACCESS. IF
REQUIRED BY CITY INSPECTOR,
INSTALL STABILIZED
CONSTRUCTION ENTRANCE
e
LIMITS OF CLEARING AND
GRADING
00594400008602
SSA
1
/ EXISTING TREES NOTED
/ ^ \ \28" ON SURVEY TO REMAIN /
/ 91-- \
/ \ '0 7' \ d a INSTALL TREE /
/ /0.9 \ _ ` -I' \ a PROTECTION /
\\ FENCING, TYP
L O T AREA
C \ �� \\ \ 32,820 SF ALL EXISTING CONCRETE,
14'k2 '
/ \ \y 5 \ \\ \ \ 594400008701 /
\ 12"
\ \ \ C \ \ \ \ \ \\ \\ 4!!
\ \\ \24"
\ \ \\ \ aim
14"x6\\ \\ �\ .7'
\\ \\ \ \\ \ \ \ \ M \\ \I \\
\ \ V V A V A
2 /
`Us.
4400008000 �006
s �
TEMPORARY EROSION CONTROL PLAN
SCALE: 1" = 20'
ASPHALT PAVEMENT ON
SITE TO BE REMOVED ,
EXISTING SHED TO BE REMOVED
/
/
00594400008601 /
/
/
/
/
/
/
/
PTO]
10 20
1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13.
2. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO
DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED
FOR MORE THAN 7 DAYS SHALL BE COVERED.
3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS
STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
CATCH BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(n'P)
CATCH BASIN
(VOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD,
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL I
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
REVISION DATE
JANUARY 2018
STANDARD
DETAIL
ER-902
2• x 2" WOOD/STEEL
FILTER FABRIC SECURED -\
TO 2" x 2- 14 GA
WIRE FABRIC EQUAL
0
I
CV
N
NATIVE BACKFILL MATERIAL I e
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
FILTER
CITY OF EDMONDS FILTRAT
PUBLIC WORKS
DEPARTMENT
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REv SION DATE
3 R I C FENCE JANUARY 2018
J SYSTEMS
STANDARD
DETAIL
APPROVED BY: R. ENGLISH E R- 9 d D
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
_LS
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDMON WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT--OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, FT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
3 ACRE
100
• PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
STABILIZED CONSTRUCTION JANUARY 2018
r CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R -9 d 1
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
ENGINEERING DIVISION
APPROVED AS NOTED
BY: -!06/17/021
CITY ENGINEERING DIVISION
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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NE 1 /4, SE 1 /4, SECTION 7, TOWNSHIP
CB RIM=81.09 FOUND CASED CONC. MON W/
27' x 10' x Y GRAVEL IE 12" CPP(W)=76.39 2-1/2" BRASS DISK & PUNCH. /
IE 12" CPP(SE)=76.39 DOWN 1.2'. VISITED 12-21-20
\ INFILTRATION TRENCH 'E 12" P(E)=79.09
CB RIM=76.98 CB RIM=78.01 TOP: 76.00 4 -
APPROXIMATE LOCATION OF CITY IE 12" CPP(W)=74.91 I\ IE (6" IN): 75.00 1 C3 I .
OF LYNNWOOD SEWER FORCE IE 12 CPP E =74.79 IE 12" CPP(E)-74.91 IE (6" OUTI. 7h �0 _ 1�
MAIN PER EDMONDS GIS MAP - -- IE 8" RCP(N)=75.19 BOT: 73.00 --- ------------
__
85'49'35" E 145.89' (BASIS OF BEARING) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C4 Ss
41H RIM=71.70 N 86 0'00" E 120.00 i / ss
8"PVC(W=51.85 ' ----- � TALBOT ROAD
8" PVC(E)=51.95
S I 3 s S SSA
I \ 21 LF- 6" PVC @ 0.5% MIN
INSTALL ASPHALT
N _ _ _ BERM ALONGIlk
Ss _ - - -s _ _ _ I _ 1d186'2000" E 0.3 - 1 DRIVEWAY EDGE %
_ APPROXIMATE FIELD T BERM AND
_-Ss-- _� - 11 10 1
LOCATION OF EXISTING �0.47 GRA NC�T TAIN POSI E
-SS - - 1 2EC8 EC WATER SERVICE LINE \ �a a FL 0 IST IN RO
OBSERVATION WELL Ln I 62 LF- 6" PVC ° a°
@ 0.5% MIN 1-1
APPROXIMATE LOCATION OF SIDE /CB RIM=81.28
� ✓� •':'+���r.::---- � '
SEWER PER SIDE SEWER CARD I co / IE 12" CPP ( N )=76.28
° J °\°
1 CONCRETE WALKWAY I ° -�R F-- a �TYPE I CB \�
I -
1 2 ROOF AND I � i o °� �\ RIM: 80.40 \
I 0 FOOTING DRAIN Ln _ J 79.92 I ` a IE (6" S): 77.90
I 12" AREA DRAIN ,• ,; :, k. ' 12" YARD DRAIN 80.15 a 79 92 C3.2 C3.2 C3.2
1 2 3
I RIM: 80.25
I
1 IE (6" E): 78.25 a' - RIM: 78.80 0
1 IE (6" N): 76.80 I a ti TYPE 1 CB
I GRAVEL PAVEMENT : `• f HOUSE -- a -- h� RIM: 79.74
1 SECTION, TYP {. FRONT #8112 0 IE (6" SW): 75.99 1 2 3
<; -::::`••.: ENTRY F.F.=80.83' a C, IE (6" NE): 75.99
...�,..: :...{ 80.83 C3.2 C3.2 C3.2
12" AREA DRAIN ''• Iv ' ° ° IE (6" NW): 75.89
/ 80.90 I
I RIM: 80.50 _
1 k 80.17
I IE (6" E): 78.00 ay::.:j.:,..: �`� o �,
I IE (6" N): 78.10 p 10"x2 I / o a� 00
CONCRETE PAVER
a DRIVEWAY W GRAVEL
° a \ ova /
oS%° 80.39 CBASE COURSE PER ARCH
:.:: • : • OVERED
1 12" AREA DRAIN Z PORCH ::: ' ..'.-
1 RIM: 80.29 '.:: _. { ..{_ . - _ a 80.4d0o \ ° 80.57
1 IE (6 E): 78.29 /
I /
1 00594400008802
I �
I � a
80.17
28 LF ^ 6" PVC @ 0.5% MIN
80.30
o TYPE 1 CB
RIM: 79.90 00594400008602
° I� 80.03 IE (6" W):76.50
:: is
80.49 \ �f0'X2• ° I IE (6" S): 76.50 1 2 3
P •` / IE (6" NE): 76.40 C3.2 C3.2 C3.2
80.30
/ 45 LF - 6" PVC 80.75 $
/ @ 0.5% MIN /.:,: ' .F.°.. ^ ,' . /�\. 45 LF - 6" PVC @ 0.5% MIN
80 80.73 °a .0c 12 AREA DRAIN
RIM:80.58
80.99 �/° 1,po a ° o ` �� IE (6" W): 77.39
/ I A/ a. 80.62
/
\28" I d 80.62 CONCRETE CURB TO
/ .9' _ _ CONCRETE o MATCH EXISTING GRADE /
/ /09' \ '0'7 / SPORT COURT �a / AT PROPERTY LINEol
`\ L 0 T AREA 80.86
/ 14"x2 `�y� \ F'p <Lq�\ 32,820 SF \ //
/ l C \ \\ \ \ \ \ \ �\ 00594400008701 /
12
C
\M
\ \\ \ \\ <vY
V
00594400008601 /
/
4400008000
T. /
GRADING AND DRAINAGE PLAN
SCALE: 1" = 20'
PTO]
10 20
27 NORTH, RANGE 4 EAST, W.M.
GRADING AND DRAINAGE PLAN NOTES:
1. SOILS REPORTS
REPORT NUMBER: QG21-039 (INFILTRATION ADDENDUM)
PREPARED BY: QUALITY GEO, PLLC
DATED: DECEMBER 21, 2020
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST- AMENDED PER THE REQUIREMENTS OF BMP T5.13
IN THE STORMWATER MANUAL VOLUME V, CHAPTER 5.
3. VEGETATION AFFECTED BY 8" PIPE FROM DETENTION SYSTEM SHALL BE RESTORED TO ORIGINAL CONDITION TO
THE MAXIMUM EXTENTS PRACTICABLE.
4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY
UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5'
HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES.
5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF
COVER UNDER LANDSCAPE SURFACES.
IF RIM TO INVERT ELEVATION EXCEEDS 5 FEET, THEN TYPE II MANHOLE WILL BE REQUIRED.
GRADING QUANTITIES
TOTAL EXCAVATION (CUT) - 310 CU YDS TOTAL
EMBANKMENT (FILL) - 120 CU YDS
TOTAL 430 CU YDS
THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR
BIDDING, PAYMENT, OR ESTIMATING PURPOSES.
PAVING LEGEND
GRAVEL
CONCRETE PAVERS
NEW CONCRETE
IMPERVIOUS SURFACES
SURFACE
SURFACE AREA (SF)
STORMWATER CONTROL MEASURE
EXISTING ROOF TO REMAIN
3,896
RUNOFF ROUTED THROUGH ROOF DRAINS TO
INFILTRATION TRENCH.
NEW/REPLACED CONCRETE PAVER
4,119
RUNOFF COLLECTED IN CATCH BASINS, ROUTED TO
DRIVEWAY
INFILTRATION TRENCH.
NEW/REPLACED CONCRETE
1,356
RUNOFF COLLECTED IN AREA DRAINS/CATCH BASINS,
SURFACE
CONNECTED TO INFILTRATION TRENCH.
NEW GRAVEL SURFACE
2,619
RUNOFF COLLECTED IN AREA DRAINS/CATCH BASINS,
CONNECTED TO INFILTRATION TRENCH.
NOTE: TOTAL NEW/REPLACED IMPERVIOUS SURFACES ARE 8,094 SF,
ADDITIONAL 3,896 SF ADDED TO INFILTRATION TRENCH FROM EXISTING ROOF.
' < < < < < r r r r < < < < < < < < r r r r r r < < < < < < < < r r r r r < < < < < < r r r r r r < < < < < < < r r r r r r < < < < < r r r r r r
:O FIELD ADJUST LOCATION OF INFILTRATION TRENCH TO MAINTAIN MINIMUM 5'
SEPARATION FROM EXISTING UTILITIES (MINIMUM 3' SHIFT EAST AS SHOWN PER
PLAN). ADJUST PIPE SLOPES AND PIPE CONFIGURATION AS NEEDED TO MAINTAIN
DESIGN ELEVATIONS OF THE TRENCH, MAINTAIN POSITIVE FLOW, AND TO LIMIT
IMPACTS TO EXISTING TREES. ALTERNATIVELY, A TRENCH DAM COULD BE
INSTALLED ON THE SEWER SERVICE TRENCH 5'; DOWNSTREAM OF THE
INFILTRATION FACILITY; BUT DEPTH CURRENTLY UNKNOWN SO FEASIBILITY OF
THIS OPTION IS UNKNOWN. TRENCH DAM, IF USED, SHALL BE SUFFICIENT TO
PREVENT THE MIGRATION OF INFILTRATION WATER FROM WITHIN THE EXISTING
SEWER TRENCH DOWNSTREAM OF THAT POINT.
4" DIA PERFORATED PVC PIPE
WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD.
ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS
NON -WOVEN GEOTEXTILE FABRIC,
SLOPE AT 0.5% MIN. TURN DOWN
PERFORATIONS AS SHOWN
I 1 Id I'
6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE
CONVEYANCE SYSTEM @ 0.5%
MIN. PLACE NEXT TO FOOTING
DRAIN OR AS SHOWN ON -
GRADING & DRAINAGE PLAN 11 1 I-' ' '
a (CONTRACTOR MAY LOCATE ON 4
° EITHER SIDE OF FOOTING DRAIN) ° 0
00 0°
00 -0 a a a
O ° 0
0. a a
LINE OF MAX EXCAVATION. 00 ° 0 a
IF SOIL IS OVEREXCAVATED O O o O 0 ° a a
REPLACE WITH LEAN MIX 0 000 0 O a
CONCRETE
/ FOOTING
�1
1
FOOTING AND ROOF DRAT N SECTION
2 SCALE: NTS
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
MAXIMUM DRIVEWAY SLOPE
ALLOWED 14%
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
IF ANY ALTERATION TO DRY UTILITIES IS NEEDED,
SEPARATE PERMIT(S) SHALL BE REQUIRED.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
ENGINEERING DIVISION
APPROVED AS NOTED
BY: �?,�t��P�`�° 06/17/2021
CITY ENGINEERING DIVISION
O C
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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NE 1/4, SE 1/4, SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
O C
SEE APPLICABLE STANDARD DETAILS
FRAME AND GRATE
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL META. PIPE
15"
CPSSP■
12"
(WSDOT STD SPEC 9-05.20)
SOLID WALL PVC
15"
(WSDOT STD SPEC 9-05.12.(1))
PROFILE WALL PVC
15"
{WSDOT STD SPEC 9-05.12{2)}
g+
• CORRUGATED POLYETHYLENE
S• STORM SEWER PIPE
2", 4". 6", OR 12'
1
NOTES;
1OTES;
RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH WSDOT STANDARD SPECIRCATION 9-05.50(3).
2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE
�• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY
TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT
' BE PLACED IN KNOCKOUTS.
►��N 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
�- ALL JOINTS, RINGS, RISERS AND FRAMES.
4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES. WITH MAX
DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR
y "D" SHAPE.
5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE
PIPE INVERT IS 5'-0'.
B. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION
1- AND RISER SECTION SHALL NOT EXCEED 1/2"/FT.
7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL
BE FINISHED TO ASSURE NON -ROCKING FT1• WITH ANY
COVER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) 8,VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2"
PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL.
REVISION 'DATE
CITY OF EDMONDS CATCH BASIN TYPE I JANUARY 2018
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
qg +" APPROVED BY R. ENGLISH SD-303
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS
18"x24"
+1/32", -0" TYP
= I�9/1fi'
1-1/2"
n +1— 1 4-
16"x22" I� �L } 1
j OPENING 3/4"
17-3/4'x23-3/4"
+1 -
25"
SECTION A —A
A
I
25 i
1/2"
101
SEE
NOTE 1 }
-3/4--
f
LEVEL PAD 16
3/4' x 2-1/4" x 1/8'
PLAN
CEMENT CONCRETE
CURB
PAVEMENT,
DEPTH VARIES
PRECAST
CONCRETE
RISERS
CATCH BASIN
WALL
SECTION B—B
VERTICAL CURB OR CURB AND GUTTER
B
PLANTING STRIP OR SIDEWALK
—&
W 0�
O W,
CONCRETE
a
GUTTER�T
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NOTES:
I . DRILL AND TAP FOR. AND PROVIDE. TWO LOCKING BOLTS 5/8"-11 INC STAINLESS TYPE 3C4 STEEL SOCKET HEAD
(ALLEN HEAD) BOLTS, 2- LONG.
2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER.
3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME,
4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1 -L.
5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN
ALL SAGS AND SUMPS.
6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER.
REVISION DATE
� STANDARD JANUARY lose
CITY OF EDMONDS FRAME INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH S D- 3 2 0
CITY OF EDMONDS STANDARD DETAIL
- FOUNDARY NAME 1/2-
LETTERS RECESSED
TO BE FLUSH
r THIS SIDE TO CURB
BAR (M) M
7/8" SLOT ^
(TYP)
7-1/4" FOR
1 11 • { MACHINING CLEARANCE
I II r THIS BAR 1' THICK
{TYP. 4 PLACES}
BARS 1-5/8-
THICK THIS AREA
BARS 1-3/8'
THICK THIS AREA
�1-1 4" LEVELING PADS
1-7% "� ■ � SEE 8-3/4" x 3/4" x 1/8"
DETAIL
TOP VIEW BELOW BOTTOM VIEW
23-3/4' ;16" 17-3/4'
2-1/2"
1 2"
1/16"j t
—3/4" i
f
R=7-1/4"
1 -3/4' I-3/4" —1 -3/4"
23-1/2" 17-1/2" /4"
SIDE VIEW END VIEW
Li 1 ROUND
I-1/2" --5/8" ELLIPTICAL
TANGENT BETWEEN
TWO RADII
SLOT DETAIL OPTIONAL DESIGN FOR
SEE NOTE 1 GRATE OPENINGS ENDS
NOTES:
1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT.
2. GRATE SHALL BE DUCTILE IRON.
3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS.
4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS.
5. USE FRAME SHOWN IN STANDARD DETAIL.
REv SION DATE
PARKING LOT/ JANUARY 2018
CITY OF EDMONDS AREA GRATE
PUBLIC WORKS (HERRINGBONE) STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH S D— 3 2 4
CITY OF EDMONDS STANDARD DETAIL
SCALE: NTS \� SCALE: NTS
NOTE:
OBSERVATION WELL SHALL CONFORM
TO WSDOT SPEC. 9-05.2(6),
n� nrrir• nrw .�� i" .�... .-� wrnri ll\AI nlnr nI"11 In r 1 ANT- - I^ 11 PFRPCTRATFn PVC' I INII)FRnRAIN PIPF rinnri 1— r^nnnr
TYPICAL 10' WIDE INFILTRATION TRENCH
SCALE: NTS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
ENGINEERING DIVISION
APPROVED AS NOTED
BY: _ g'*' 06/17/ 021
CITY ENGINEERING DIVISION
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
GULL
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SIGNAL
06/02/21
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DESIGN:
BJL
DRAWN:
ATD
CHECK:
JPU
JOB NO: 20439.20
DATE:
03/01 /2021
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