APPROVED ENG PLN RESUB3 BLD2021-0812+Site_Plan+10.4.2022_9.40.31_PM+3146337MARK 1YIELING
FND 112 J$
PIPE HELD
NO N 88 ' '. 1$1,3'' W ?'
N
FND 112„ REBAR
WICAP W 0.4a' OF
CALL. CORDER.
�., . -
L
END BLOCK SASEMENTi FLU': 34 .00 Q
WALL
I MAIN FM J .17
f TOP CIF -COF � � � � � , �
I I a 18 o�F
i I I �1 ,
I OVER AN' !
' �
50
12.5la
I ► I j ...,
8 ! 1
20 I
ACCESS ,.
.. i 1 UTIL17Y
EAT,,
I I I 1 0 7' >►�.. r EASS'MENT
SEMEN
ALL SHORT PLAT IMPROVEMENTS SHALL BE
COMPLETED PRIOR TO FINAL APPROVAL OF THE
SINGLE FAMILY RESIDENCE, UNLESS APPROVED
OTHERWISE BY THE CITY'S ENGINEERING
DIVISION.
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.
APPROVED BY PLANNING
ENGINEERING DIVISION
APPROVED AS NOTED
11 /15/2022
***SEE CIVILS C1.0-C2.0***
Zone ; RS v Corner 1N_ Flag Y
Setbacks: Required Actual
Front -
.----------
Sides 75. >7.5
Rear
Other
Height 25' 24.�
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM BLD2021-0812
PER SEWER CARD INVERTS ALONG
N.W. 68TH ST FOR NGVD 29 ADD --3.5
0
11
11
NE 114, SE 114, SEC,31, T.27N., R.4E., W.M.
SNOHOMISH COUNTY, WASHINGTON
IVViIIr% IVILLMYL
FND 1/2"
— - - - r PIPE HELD L___j
- - 1 N 88'31'13" W 127.00'
r� 1
�� -- ---- I - _-- 0
352 - - _ OSED RxIIDENCE
END BLOCK,—`FF=355.171 ��a=° `L`
G WALL
18" ROOF
OVERHANG
Cb
CARL COOK .25 50'
RL COOK 354' I
, I I • 354.92 I1
II ( I I It
-
I I
I I I I
I
I
I
_— S
•
UTILITY CONFLICT NOTE.' Know Call
be ore you
C811 before you dig.
CAUTION.'
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
W
C,a
� O
� o
0 0 0z
0 0
o
� O �
ZE
� � O
0
0
+n
20.0'
ACCESS AND UTILITY EASEMENT
oil
354.00
Mil
h
1.354.3.
I
1
PR(
I
NTR
(I t
n
r 3
I
r ,
� w
r '� Ln
20'
o
ACCESS
I y
o
4' EASEMENT '
�
I 1
1 0
FND 1/2" REBAR
W/CAP W 0.40' OF
CALC. CORNER
SPECIAL CARE SHALL BE TAKEN TO ENSURE
NO SILTATION ENTERS THE INn R4TION
SYSTEM. TYPICAL FOR ALL LOTS.
15' UTILITY
I £MENT
I I
! 38'
�C t 18" ROOF
OVERHANG I
I
PARCEL 27000 4JI00401800
ROSALEA LANDER
I
'
I
_—
I'I
LI
'
r• m
1
7
' �
I
cn �
r
FIRE APPARATUS 7�
r
I TURN -AROUND I
I
I
o
O
c"Ico
I
rn
a
77-- 18" ROOF
I OVERHANG
'
I
I I
I
+ I
I
I
1 1 ROPOSrELr SIDENC
I
FENCE
20.0'
1 LQ 2
I
'
ONOD
PROPERTY LINE
AND ENCROACHES 0.2'
IX
FF=,35 .;92
I
o t
�; I I I I— .�
I I
I
D2'
i 3
18,5'
354,00
'� I 1 154.75 c c' I
i
PARCEL 27043100403400
•
• I
42.5'
I I
I
GREGORY & MARY ANNE
I 11
I
I
I
JOHNSON
I ri 127' m
I
o
' ' 127' I
I
18" ROOF
� +
OVERHANG
-- - -_
i
- __--- __
,
Zrl
PARCEL 27043100401400
}
19 ►I i
' PRQ aSED RESIDENCE
i
'
I
DEBORAH KING
` 355, 50
354.10 • • �354.25 I LOT 1
I
i I
15' UTILITY
•
11 I I I
F=354,58 TOP OF BANK
t I
I
+
EASEMENT
I
I t I I I I
I
V I
�
24
AREA TO DRAIN
: + I t I I
�
I
I
'D DRAIN
�
I . —
� i ' `, LANDSNPE
RETAININCY, WALL
-CB RIM = 363.28' v "II
I
r ,
I.E. W. 112"=3611..657 i rr �� TOE 355� it CONC. ENCROACHES
S.' 127' 14'
r
® ti r
— — I
0
I �
/00010or
SCALE: 1 ' = 20'
20 10 0 20 40
" -gtT iME MF_"T"5
1 .�6MC*b
iN-i6 W61USe AZE tf-4 &PI-0
U0
0
I
i
127.00
'
FOUND 5/8" REBAR
FND 1/2" REBAR
`,
� I
W/WE1 CAP HELD POSITION
BENT OVER Wl 1.0' ,
tl
3
APPROX. LOCATI
_ ASPH
W i
b W �OF
8" DI WATER MAIN
—
+�
4
240 T
—
— —
r
S
d EX. C/L OF RD
——
— G '
'
G N 88'35'01" W 513.28' CALC.
S S8D34' 17" E
G
/
o--
a-
Q Q
TBM
--
CB RIM - 357.39
-- -
_-- °
SMH RIM = 348.80'
1.E. N.W. 12" = 355.91'
CB RIM = 348.82'
I.E. W 8" = 337.36'-
1.E E. 12" = 355.15'
I.E. E. 8" = 337.38'
BLD2021-0812
Filter socks shall be added to any catch
basins downstream from the
construction site per City standard detail
ER-902.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
ENGINEERING DIVISION
APPROVED AS NOTED
11 /15/2022
REV. NO.
g�TREES TO RETAIN
(TREES TO BE REMOVED)
DESCRIPTION
RWA
Sky
�Cn
36499gU�
n C Is IV, sti
INITIALS
GRADING QUANTITIES:•
CUT. • 50 Cu. Yds.
FILL: 50 Cu.Yds.
(GRADING QUANTITIES WERE CALCULATED USING THE LAND
DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT
ACCOUNT FOR SOIL SWELLING AND SHRINKAGE.)
T.E.S.C. LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
CATCH BASIN INSERT
PROTECTION (TYP.)
G•�
CLEARING LIMITS
SF SF
SILT FENCE
MU
MULCH &/OR STRAW MATTING
Pt
PLASTIC COVER
FLOW ARROW (EX.)
0UIPMENTAND PROCEDURE
LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY.
MONUMENTS VISITED 1012004
PRECISION EXCEEDS STATE STANDARDS,
BM
PER SEWER CARD INVERTS ALONG N.W. 68TH
ST. FOR NGVD 29 ADD -3.5
TBM
EX. SMH RIM = 346.80'
I.E. W. 8" _. 337.36'
I.E. E 8" _ 337. J8'
VERTICAL DATUM:
NAVD 88
ENGINEER/CONTACT
INSIGHT ENGINEERING COliIPANY
P.O. BOX 1478
EVERETT, WA 98206
CONTACT. BRIAN R. KALAB, P.E.
PH: (425) 303-9363
EMAIL: INFO@INSIGHTENGINEERING. NET
SURVEYOR
GREENE LAND SURVEYING
7408 164TH ST SW
L YNNWOOD, WA 98087
PH: (206) 498- 0979
APPLICANT / OWNER
BELMONT AULCK
PH: (206) 571-7777
LEGAL DESCRIPTION
LOT 3 OF CITY OF EDMUNDS SHORT PLAT NO. S-6-79, AS
RECORDED UNDER RECORDING NO. 7905090293, RECORDS OF
SNOHOMISH COUNTY AUDITOR.
SITUATE IN THE CITY OF EDMUNDS, COUNTY OF SNOHOMISH,
STATE OF WASHINGTON.
CITY OFEDMONDS
APPROVED FOR CONSTR UCTION
FOR: PUBLIC WORKS DIRECTOR DATE
INSIGHT ENGINEERING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFOQa INSIGHTENGMERING.NET
SITE ADDRESS: 7901 240TH ST SW
EDMUNDS, WA 98026
DATE TAX ACCOUNT NO.'S: 0045200040080k A
UB
Oct 05 2022
NE 1/4, SE 1/4, SEG31, ff=m .
QUANTUMHOMES
DWG FILENAME DESIGNED BY, DATE: SCALE. JOB NO.:
180945. DWG ISPC 06-09-2022 1 "=20' 15-0945
SHEET
GRADING AND SWPP PLAN C1.O
NE 114, SE 114, SEC.31, T.27N., R.4Ee, W.M.
SNOHOMISH COUNTY, WASHINGTON
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:
2022 - - CURRENT INTERNATIONAL BUILDING CODE (IBC)
2^10 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND
BASIN (2019)
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 AS -BUILT 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 1N FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATONS 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 N071FY 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. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL
OR COMPACTED STRUCTURAL FILL. IF SOIL 1S DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL
REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS
AND OTHER PROPOSED OR EXISTING SITE FEATURES.
15. 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.
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF
ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE,
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS
INDICATED ON THESE DRAWINGS.
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNEDTO THE EQUIVALENT
OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS
FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE
STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
22, THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59 SLOPE FOR A MINIMUM DISTANCE OF
10 FEET.
25. 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.
26. 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.
27. 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
OF THE AUTHORITIES GOVERNING SAID UTILITIES.
B MADE ONLY WITH ADVANCE WRITTEN APPROVAL G E
28. 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.
29. 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.
30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS
A CUSHION BETWEEN THE UTILITIES.
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM .
Know t's UTILITYCONFLICTNOTE.'C1ll before you
dig.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
t 1
I �
-- ---I 5' _,, �. __-.- DRIPLINE-
1. 4-FT HIGHT TEMPORARY CHAIN LINK OR ORANGE PLASTIC FENCE SHALL BE
PLACED AT 3' BEYOND THE DRIPLINE OF THE TREE TO BE SAVED. FENCE
SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING
PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
2. NO ACTIVITIES OR STOCKPILING MATERIALS IS ALLOWED WITHIN TPF,
1 TREE'PROTECTIONDE'TAIL
C1.1 NOT TO SCALE
is
4
TH
IN
)E FULL WIDTH
DRESS/EGRESS
DETAIL NOTES:
1iJ THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
U2 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 CONDITION WHICH WILL PREVENT TRACKING OR FLOW
ING
G
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, IT 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 ACR€
100
► PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRE�ON
ALL EROSION CONTROL MBEFORE
OTHER WORK CAN
-°" REVISION DATE
STABILIZED CONSTRUCTION JANUARY 2018
CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t, 18g Q APPROVED BY: R. ENGLISH E R- 9 0 1
STABILIZED CONSTR UCTION ENTRANCE
NOT TO SCALE STD DTL. ER-901
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL J 1 8.,
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER _
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
- DEPARTMENT DETAIL
Fsf 1g9� APPROVED BY: R. ENGLISH ER-900
2 FILTER FABRIC FENCE FILTRATION SYSTEMS
(71 1 J NOT TO SCALE STD DTL. ER-900
UNDISTURBED PLANTS UNDISTURBED TURF (LAWN)
(SEE NOTE 1) AREAS (SEE NOTE 1)
III t I�+ :7y�I� gs�I, pIyl'I�fl
tlliI,�I11rTjt,,U,I###jGjilll•# UNDISTURBED
UNDISTURBED , , 0" illy„ ��, I� iil� lirlil,i ` it�ll(Ii TURF/LAWN/LANDSCAPE
NATIVE VEGETATION \''` \� �J��\7
UNDISTURBED NATIVE SOIL \�\'�\�\\�\ '\'r\//v�\/ UNDISTURBED NATIVE SOIL
OPTION 1 - NO DISTURBANCE
PLANTING BEDS TURF (LAWN) AREAS
iIIIII
2" ORGANIC MULCH / �� �� �� yll;;jP1Itllfillrllltl'r�i.,;11.,Ii;'; GRASS: SEED OR SOD
0 _ - I
I( -I I -I�-I I -ill I f-I i I I-1=L-I I1=1L-I i I -I I I
011
11=1-�_-_II - I 1I I=I1J-)_i 1=1I 1=J 1=J LI=�_
3" OF COMPOST IIII�IIIIIIIITI11�1 �I�I�III�I)-III TIIHIIII 1.75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF W L- INTO 6.25" OF SITE SOIL (TOTAL
-i i-=1=L1=1 1LI=L=1 I I-J L 1=1 I iE6E 1=1
SITE SOIL (TOTAL AMENDED II=M--=111-Ij- II 1=ITI=T-III-I�- I II AMENDED DEPTH OF 9.5", FOR A
DEPTH OF 9.5", FOR A-1�1--� III )�=T-ill L-L-1 I I-1=1I_I SETTLED DEPTH OF 8")
HT_I j1�=-1TI-I 1=1 I1=1 I I -I 11=1LI-ITI=ILL-I I I
SETTLED DEPTH OF 8") -III-III (Il-I I =I= LI Ill=W-WI-111=111=11 j-1
I 11=Ti ITT- -11= I -I I I I I -I I I -I 11-111=1 1=1 I =1 I
= IF= 1=1111 111=ll011 8" 11�r1I T,�=12=A1=L1=
SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW
COMP/,. r / / r\,._� � COMPOST AMENDED LAYER
12" BEOLOWASOI,DSUR SURFACE) / \�f r %\ /l\/i {/�\ %% j\� { ( )
( L E) ��\, � � � ��'� 12" BELOW SOIL SURFACE
r r
12
/
1
L
OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND
GENERAL NOTES:
PLANTING BEDS TURF (LAWN) AREAS
1 r rrU3IP ,P I3'i" 4 I i, 1. AREAS OF NO DISTURBANCE
N lI All fib{ � SHALL BE FENCED AND EXISTING
2" ORGANICiilupl�i5';�ijyill.ililt'I GRASS: SEED VEGETATION AND SOIL SHALL BE
jIIInIi,,{r3r 41,�i41�11II;
MULCH �/ r/�/ 011
iI 1 1 OR SOD PROTECTED FROM CONSTRUCTION
-II iTl= 11T�-1TI=� - (111I III I1 IMPACTS.
I=T=1TI-I�-I-iZi-I 1 I 1=n I-1 11=I=1Iru
I-III-11-f1I-111-1 I 1=11 1=1I I -I-T- I
1L=1T1-=W=I=II I II-I-)I=J11= - =1I-11 2. TO MEASURE SETTLED DEPTH,
6" IMPORTED II-�1-I-LL=111--I-jlII� I11-IIJ 6" IMPORTED WATER SOIL SUFFICIENTLY TO
TOPSOIL MIX III II -III -I I =I=�1- II-)LI- II-I11=1I -111-I TOPSOIL MIX FULLY SATURATE WITHOUT
I -I n-=1T 1=�11=1 1=1 1=LIEl 1=.IT_I
(COMPACTED T=lj ll-I 1=1 ((=1�-I III=�I-ILL- 1=1Ll-111=III (COMPACTED CAUSING EROSION.
DEPTH) i =III1I1I -%11-\1�= `(11=-= 111==1�Ir.
DEPTH) 3. COMPOST SHALL MEET SPEC.
�`/��./\/� REQUIREMENTS IN THE 2017
�lis�/\/\\ II�� \\/� II `�\\\\II EDMONDS STORMWATER
SUBSOIL IS \a fir/ ✓r r.//\\///, �/
� }` SUBSOIL IS ADDENDUM (CHECKLIST 7).
IED 6„
BELOW �\\�x���\\�Y. \/i� /\/,�•,/�/ BEAOW
IMPORTED\ 4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX i�//\\�/\\%\/ ✓/\� \i" ��// �/ /! REQUIRED) TO BE TO 85% (MAX)
/12"�//VVi�A/��A� TOPSOIL MiX OF THE MAXIMUM DRY DENSITY
OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST
(ASTM D1557).
POST CONSTR UCTION SOIL QUALITY AND DEPTH
NOT TO SCALE
BLD2021-0812
STD DTL. SD-642
THE 13 ELEMENTS OF TESC BMP
ELEMENT #1 - MARK CLEARING LIMITS.
LIMIT OF CONSTRUCTION ARE CLEARLY MARKED.
ELEMENT 12 - ESTABLISH CONSTRUCTION ACCESS:
A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN.
ELEMENT 13 - CONTROL FLOW RATES:
FLOW IS MINIMAL.
ELEMENT 14 - INSTALL SEDIMENT CONTROLS:
SILT FENCE, INLET PROTECTION AND MULCH ARE PROPOSED.
ELEMENT #5 - STABILIZE SOILS:
SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND
SEEDS.
ELEMENT #6 - PROTECT SLOPES:
SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND
EXISTING VEGETATION.
ELEMENT #7- PROTECT DRAIN INLETS:
INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS
ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS:
N/A
ELEMENT #9 - CONTROL POLLUTANTS:
ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT
STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO
DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS
AND PREVENT LEAKS OF SPILLS.
ELEMENT #10 - CONTROL DEWATERING:
THESE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION
PROJECT.
ELEMENT #11- MAINTAIN BMP's:
ALL TESC BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED.
ELEMENT #12 - MANAGE THE PROJECT.•
THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION
OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN
SEDIMENT CONTROL.
ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMPS
FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES:
N/A.
NOTES:
1. ALL DISTURBED AND PERVIOUS AREAS ON AND OFF SITE SHALL BE
COMPOST AMENDED TO MEET REQUIREMENT OF BMP T5.13 IN THE
STORMWATER MANUAL, VOL V, CHAPTER 5. SEE DETAIL 4/C1.0.
2. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND
ALL OTHER MEASURES THAT MAY BE REQUIRED URING
CONSTRUCTION.
3. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT
FRONTAGE IMPROVEMENTS (174TH ST S.W.) SHALL BE REMOVED
AND REPLACED AS DETERMINED BY THE CITY ENGINEERING
INSPECTOR.
4. DRIVEWAY SLOPE NOT TO EXCEED 149.
ESC NOTES (ECDC 18.30.050)
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR
GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500
LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL
EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY
STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION, PROJECTS
INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY
COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE
DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN.
GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. THE
PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS.
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION
VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE.
ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED
ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF
SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED
TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 1S REMOVED IN THIS
MANNER.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS
EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING,
OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL
BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL.
THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED
TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN
TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN
DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES.
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY
APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR
FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES
AND OTHER APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT
CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE
OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH
THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY,
OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF
SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL
SPECIFICALLY ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY
AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES;
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS,
SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL
NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING
ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO
MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH
ESC REQUIREMENTS LISTED BELOW,
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN
THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS,
SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES.
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE
SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR
SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS,
PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP
SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING.
THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES
TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS
SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES
SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE
EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH
ESC REQUIREMENT NO. 2.
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES
AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE
PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY,
AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE.
12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE
CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS
SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION
FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR
FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE
TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND
DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL
CONVEYANCE SYSTEMS.
13, ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM
DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED
SO THAT STORM WATER 'RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT.
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY
EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS
AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY
BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR
STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL
SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT -
DEWATERING
CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A
SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS
OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER
THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE
HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE
CONTAMINATION OF STORM WATER.
17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY.
PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS,
SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENT CONTROL PLAN. (ORD. 3013 § 1, 19951,
ENGINEERING DIVISION
APPROVED AS NOTED REV. NO.
11 /15/2022
GRADING QUANTITIES. -
CUT.• 50 Cu. Yds.
FILL: 50 Cu.Yds.
(GRADING QUANTITIES WERE CALCULATED USING THE LAND
DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT
ACCOUNT FOR SOIL SWELLING AND SHRINKAGE)
T E.S. C. LEGEND
TEMPORARY CONSTRUCTION
ENTRANCE
CATCH BASIN INSERT
PROTECTION (TYP.)
CL CLEARING LIMITS
SF SF SILT FENCE
MULCH &/OR STRAW MATTING
-••- PL PLASTIC COVER
FLOW ARROW (EX.)
EQUIPMENTAND PROCEDURE
LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY.
MONUMENTS VISITED 1012004
PRECISION EXCEEDS STATE STANDARDS.
BM
PER SEWER CARD INVERTS ALONG N.W. 68TH
ST. FOR NGVD 29 ADD -3.5
TBM
EX. SMH RIM = 348.80'
I.E. W. 8" = 337.36'
I.E. E 8" = 337.38'
VERTICAL DATUM:
NAVD 88
ENGINEER/CONTACT
INSIGHT ENGINEERING COMPANY
P.O. BOX 1478
EVERETT, WA 98206
CONTACT.. BRIAN R. KALAB, P.E.
PH: (425) 303-9363
EMAIL: INFO®INSIGHTENGiNEERING. NET
W1 , , ,
GREENE LAND SURVEYING
7408 164TH ST SW
LYNNWOOD, WA 98087
PH: (206) 498-0979
APPLICANT / OWNER
BELMONT AULCK
PH: (206) 571-7777
LEGAL DESCRIPTION
LOT 3 OF CITY OF EDMUNDS SHORT PLAT NO. S-6-79 AS
RECORDED UNDER RECORDING NO. 7905090293, RECORDS OF
SNOHOMISH COUNTY AUDITOR.
SITUATE IN THE CITY OF EDMUNDS, COUNTY OF SNOHOMISH,
STATE OF WASHINGTON.
CITY OF EDMONDS
APPROVED FOR CONSTRUCTION
FOR: , PUBLIC WORKS DIRECTOR DATE I
INSIGHT INGINERRING CO.
P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@INSIGHTENGINEEPZING,NET
SITE ADDRESS: 7901 240TH ST SW
EDMONDS, WA 98026
DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 00452000400800
RESU6
R k Oct 05 2022
DMONDS
wAs�� NE 114, SE 114, SEC.31, T.27N, R ,1 PTJ RVICES
QUANTUM HOMES
Cl)
��
�� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
sI36499 T �gti4 � 180945.DWG SPC 06-09-2022 1 "=20' 18-0945
ONAL SHEET
GRADING AND S WPP
NOTES AND DETAX S C1.1
NE 114, SE 114, SEC,311 T.27N., R.4E., W.M.
SNOHOMISH COUNTY, WASHINGTON
ALL SURFACE WATER
RUNOFF FROM THE
DRIVEWAY SHALL BE
DIRECTED (I.E. SLOPE,
CURBING, BERM, ETC.)
TO THE ONSITE WATER
QUALITY SYSTEM
INSTALLED WITH THE
SHORT PLAT.
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
MAXIMUM DRIVEWAY SLOPE
ALLOWED 14%
A minimum of 3' separation is required
between the dry utilities (power, gas,
phone, cable, etc.) and sewer, water, and
storm and 5' from any City main lines.
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION.•
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
W
17ATJ/_VIIII01CAL1:01:11C7
�G
G ZO
r
o �r�
s-o
� G
O�
ya
N
CARL COOK CARL
-
FND 1/2"
r PIPE HELD
`l
RIP RAP
MARK MEONE
�,
N 88'31 '13" W 127.00'
127'
�
r-{
CO
II
.'--
-IE I353,0 -- - -
I
-------------
I I
332_ _
_
OSED RSIDNCE I
_
1
END BLOCK,
-
WALL
I
Cb
)OK
I
' III
I
6' PVC 0 1.5% I
IE AT HOUSE =345 7 I
1
12.5' I
I
I
I II
f co
I 197'
v
Ln
Ca#1 , TYPE 1
RIM:353.38
IE: 349.83 (6" IN, NE)
IE: 349.83 (6" IN, SE)
IE: 348.63 (12" OUT, E)
(n o
cr) o
0 o co
o
- g z o
v
Lr
0
0
20, 0'
ACCESS AND UTILITY
1 1/2" POLY LINE (TYP.)
C8 RIM = 363.28'
I.E. W. 12" = 361.64'
I.E. S.E. 12" = 361.57'
G
x
r
7`ND 1/2" REBAR
BENT OVER W 1.0'
W
- SPH �
G
127.00'7/7 `
28LF 6" PVC S=0.0602 FT/FT
I , , 1
W
240 T -
' S ! w ` EX, C/L 0 RO
r S
rN 88'35'01 " W 513.28' CALC
G G
S S8''34'17" E
CB RIM = 357.39 - -
I.E. N.W. 12" = 355.91' SIDE SEWER CONNECTION CB RIM = 348.82'
TO MAIN SHALL BE MADE
I.E. E. 12" = 355.15' VIA WYE CONNECTION.
CONNECTION SHALL BE A
MIN 6' FROM THE SEWER
MANHOLE
1------
I I
a
3;
<I
I
I I
G11
CI
'
^
I I 11
° I PROPos ESIO
I
, 1
^ 1
+ '
NTR
0-
I' I
CP
j4
3
CO
r' `k
Ln w
`<
E �353.01
I
6' PVC 0 2%--,,
lr I '
U
; ;
1E, AT HO $E !344.40
1
20'
ca
1ACCESS
+-,
o
SEMEN
k
PERK FILTER.
T,!-18"
CARTRIGE
"'RlM:350.17
1 I z IE: 347,06 (12' 1N, W)
' IE: 345,26
12" OUT E
FIRE APPARATUS
,
FND 1/2" REBAR
W/CAP W 0. 40' OF
\ CALC. CORNER
IS" ROOF
OVERHANG
C PVC ROOF DRAIN (TYP.)
F i f
I '
I
I
I
I
I
-345. VO " (sit
FOOTING DRAIN CONNECTION
SHALL OCCUR A MINIMUM OF 10'
FROM THE STRUCTURE.
CONNECT FOOTING DRAIN AND ROOF
DRAIN SEPARATELY TO STORM
IE=343.60
SEWER CLEANOUT
REQUIRED WITHIN 2'
OF THE STRUCTURE.
SSCO#4,
RIM: 349.27 0
IE: 345.21 (6"PVC In W)
IE: 345.21 (6"PVC OUT, SE)
----CONNECT SEWER TO EXISTING CLEAN SCALE: 1" - 20'
OUT. REMOVE OLD PIPE
IE=345.2i
4LF 6" SS S=0.0207 FT/FT 20 10 0 20 40
� 15 TY 5SCO#3, � �
RIM: 349
CO3 6"PVC 1n NW)
IE=343.00 i - IE*: 345.13 (6 "PVC OUT, S)
I
CONNECT FOOTING AND ROOF DRAIN
18" ROOF i i i PARCEL 27 gSEPARATELY TO STORM If the rim to invert elevation exceeds
OVERHANG SALEA LIE=341.84 5-feet then a type II manhole will be
1
yD required.
I CO I I ' RIM: 345.85
IE=342.50 I i IE: 341.80 6" IN
1 ^ IE: 341.75 6" OUT
15LF 6° PVC @ 20%
I
' CONNECT SEWER TO EXISTING PIPE STUB AT MAIN
1 AND ADD CLEAN OUT. REMOVE OLD PIPE
21L 6" SD @ 13.73% IE=343.90
I i I YO
RIM: 346.42
IE.3�8(T$R) '+ I I ' 1 : 338.89 6" IN
IE: 338.87 6" OUT
lE=343.00
INFILTRATION SYSTEM
_ I I + �
yM i I o 25'x31 'x 17' DEEP
BOTTOM=320..00 - - -
I
1 71 ' V YD (OVERFLOW)
a
�
VI,IY-nIIVVlYU
'
I
RIM: 350.70
�: �' I
I I '
o RIM.-346.49
�
IE: 343.70 6" 1N/ i �,
_
CO - i
' '
_
�; !E: 335.20 6" IN
+
IE: 335.51 6" OUT
1
E=343.0 I
I I
TD IE 339.40 6" OUT
U)
18" ROOF I
OVERHANG i
i i i
CONNECT FOOTING AND R00 DRAIN
4
9LF 6" SD @ 12.00%
SEPARATELY TO STORM
a
CO 1
i i
I
1
I
fE=341.84
c� E= 53.00' I
ROPOSE'D SIDENC
'
l ' i
WOOD FENCE
20. 0'
I I
1
CO
0
n
l �
ON PROPERTY LINE
, F
I
+
LQ
IE=342.50
AND ENCROACHES 02'
a
12
I I I
C,0
I
0.2'
18.5'
"
6' INC 0 2%
y, 4
8LF 6" PVC
IE AT�HOu,S � 342.3611
i I I
PARCEL 27043100403400
h `d qo I
' 1 I 1
42.5
'
+
GREGORY & MARY ANNE
C
JOHNSON
I '
IE=34 .00-
----------CONNECT TO EXISTING SEWER CLEAN OUT
��
_
CO
IE=353.00
I I 1
- - - - - - -
' 12T
- (0+95) -- i
lE.344.47(
I
11
SSCO#2,
RIM: 347.99
T - ' IE 341.84 (6 PVC IN, W)
127DIM, I I
d 1 I
u� ' i if
18" ROOF CO _ �; I I
CO �, c�i `aOVERHANG 1E=344.50 ! o 68LF 6" SD @ 1.89%
IE=353.00 1 1 Q `T'
_ - - ---I- ------ - - ---- 1 I �I
I. PARCEL 27043100401400
DEBORAH KING
M 4 119' I! PQ OSED RESIDENCE I i I CONNECT FOOTING AND ROOF DRAIN
G I I
1 ' ' I I 15' UTILITY
1 a SEPARATELY TO STORM
1 a l ' LOT 1 EASEMENT IE=343.10
^ i TOP OF BANK
I I I I I I !
I 1j I YD
CO I I 1 I I i i i RIM: 346.48
a IE=353.00 IE343.16 6" 1N
IE: 342.99 6" OUT
6' PVC 02R'
;WA'AR T RAIN ) s: 1 ; I 1E AT HOUSE=340.80 ' 2 ' NNECT SEWER TO EXISTING PIPE STUB AT
TO YARD RAN S J8` I I I - - _ - MAIN AND ADD CLEAN OUT. REMOVE OLD PIPE
C.O. (TYP.) 1Emr340.50
YD W/ GRATED LID - _ IE.349 63(TBR) IE=344.70 -
BRIM=353.75
s;1�= 52.25 LANDSCAPE N I
^` RETAININC\WALL
I �
CONC. ENCROACHES o
127' , 14 SSCO#1,
RIM: 351.39
IE. 339.66 (67PVC In N) o
C. 339.66 (6 PVC OUT, S)
FOUND 5/8" REBAR - -
W/WEI CAP HELD POSITION
OF 8" DI WATER MAIN
w
_-IE: 337.98 0 -
SMH RIM = 348,80'
_ I.E. W. 8" = 337.36
I.E. E. 8" = 337.38'
BLD2021-0812
QU4NTUMH01►�1�'S
0
LEGEND
EXISTING MONUMENT (AS SHOWN)
PoO�]
SECTION 1/4 CORNER NOT FOUND
SECTION CORNER NOT FOUND
FOUND REBAR/CAP OR I.P. (IRON PIPE)
(C)
CALCULATED
(P)
PLAT
(M)
MEASURED
TBR
TO BE REMOVED
R. 0. W.
RIGHT-OF-WAY
P.O.B.
POINT OF BEGINNING
q,
CENTERLINE
CIF
CHAIN LINK FENCE
WDF
WOOD FENCE
W. S.
WATER SURFACE
EOP
EDGE OF PAVEMENT
B04V
BACK OF WALK
u C8
STORM DRAIN CATCH BASIN (CB)
STORM DRAIN MANHOLE (SDMH)
SD
A minimum of 2' of cover is required for all pipes O SS SANITARY SEWER MANHOLE (SSMH)
located under driveable surfaces and 1' of cover C SANITARY SEWER CLEAN OUT (CO)
under landscape areas.
G
P
POWER POLE
-CIGP
GUY POLE
O WM
WATER METER
D<
WATER VALVE
WV
PM
MAILBOX
�- --
UTILITY POLE ANCHOR
FIRE HYDRANT (2 NOZZLE)
TYPE I NGPA SIGN
PROPOSED WATER
PROPOSED SANITARY SEWER
PROPOSED STORM DRAINAGE
PROPERTY LINE
X
X
EXISTING FENCE LINE
EDGE OF PAVEMENT
- - - - - -
XXX
EXISTING CONTOURS
PROPOSED CONTOURS
PRE-EXISTING DRAINAGE PATTERN
T
PROPOSED COMMUNICATION
C
PROPOSED CABLE
P
PROPOSED POWER
SS
SANITARY SEWER LINE
SD
STORM DRAIN LINE
OHP
OVERHEAD UTILITY LINES
G
GAS LINE
PROVIDED ON CIVILS; HOWEVER
DRAINAGE REPORT SUPERCEDES
ALLOWED IMPERVIOUS SURFACE
CALCULATIONS.
I .
ALLOWED
PROPOSED
LOT#
LWFERWOUSPER
DOPERVIOUS
SHORTPLAT
1
3,150 SF
2,856 SF
2
3,150 SF
2,670 SF
3
3,150 SF
2,926 SF
4
3,150 SF
2,754 SF
TOTAL
12,600 SF
11,206 SF
12,600 + 6,690 (SHARED ACCESS) = 19,290SF (SP CIVIL PLAN TOTALS)
11,206 + 6,690 = 17,896SF (SFR PLAN TOTALS)
DRAINAGE REPORT ALLOWED FOR = 18,813SF (APPROVED DRAINAGE REPORT)
ENGINEERING DIVISION
APPROVED AS NOTED
11 / 15/2022