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— — — — — — — — — — — — — — — — — —
SS 1724 W. MARINE VIEW DRIVE #140
13TH WAY SW EVERETT, WA. 98201
(425) 486-6533 ex. 104
/Jh DATUM PT. KENMOPACEENGRS.COM
VN= 100:.T. CONTACT: KEN MCINTYRE, PE
E= 10000.00
ELEV. 268.33' APPLICANT/OWNER:
282 ECHELBARGER HOMES & LAND, LLC
—�FRANCHISE UTILS 4001 198TH ST SW #2
S
(APPROX. LOCATION) COMPLIES VWH APPLICABLE LYNNWOOD, WA 98036
% I DE (425)673-1100
cITy.STpRMWffER'C9
Z7 7
TAX PARCELS:
PROP. CB INLET PROTECTION, 01187000000300
PER DETAIL E1.3 (TYP) #"j To 109MAJ4401
HEIGHT CALCS: pop-,r Bq SITE ADDRESS:
�TS
Y�
SW
EXISTING ELEVATIONS: DAIU 61ZI11b k7141 3TH WAY SW �,ff S
A- 284.4 B- 284 1 DS, W:A 98020
C- 284.9 D- 284*1 'J1 imamm 1
20' CT twom stZ41101
(76 pVMT) EXIST. AVERAGE GRADE = 284.4 VERTICAL DATUMN:
R 4 1 ENX31INEERING MAX. ALLOWED HEIGHT (25') 309.4 NAVID 88
Lo' APP"E.D AS NO*MD PROPOSED GRADE ELEV = 284.6 OFOUND 3" BRASS SURFACE
&1i�2-1-1ZympROPOSED FINISH FLOOR ELEV 285.1 MONUMENT AT INTERSECTION OF
ROPOSED HEIGHT 308. lk, 13TH WAY SW & 7TH PIL S
ELEV.= 268.33'
116- 0 p9w,47- fi-i'so TO qm\A4I#1S
(J) FRANCHISE UTILS PER GPS OBSERVATIONS
(APPROX. LOCATION) LANrc AA-r- PWzoncad-
LOT COVERAGE: GRADING QUANTITIES:
r
D b LOT COVERAGE: 2,064 SF
i I IUYK) U CUT: 30 CY
+ LOT AREA: 6,150 SF FILL: 15 CY
T % OF LOT COVERAGE: 33.6 NET: 15 CY (CUT)
(MAXIMUM COVERAGE IS 35%)
Zone' IMPERVIOUS AREA:
Corner MaAT
LX1WIN IMPERVIOUS AREA: 0 SF R
e Vb a r,-k- s ReqWred t. ROP. HOUSE
,i'('d 1�ont (W/R()()F OVERHANG): 2,507 SF (TO DRYWELL) SEP 0 5 20
ROOF/FOOTING POSED WALKWAY/PATIO: 46 SF �TO ROAD A GALLE Y�BUIIIANG DEPAR1
DRAIN (TYP) RAar f PROPOSED IMPERVIOUS DRIVEWAY: 604 SF TQ ROAD A ALI EM CITY OF EDMOt
IMPERVIOUS AREA: 650 SF (TO ROAD A GALLERY)
BIL OtAer T'
5' BS �TE: DRIVEWAY/WALKWAY NOT TO EXCEED 750 SF, PER PLN201170028)
CONC
23.5'
FIREPLACE-/
BUMPOUT
COVERED
PORCH
2.83!-
9 . .
6,150 S F 'd-
I A
PROPOSED
5' BSBL HOUSE
EX. FENCE TO----.
BE REMOVED
55'
2.59
to
EX. FENCE -J COVERED-/
TO REMAIN PATIO
17 (Jenkins LoneADwg\shests\S1TE PLANS LOTS 1-5\JL—LOT3—SrFE.dwg 36x2;
PR ROOF
OVM
11 E >ANG
111 (TYP)
L
............. .......
5' BS;4BL----j
I -le i i�,, h
0 20'
1 "= 20'
Scale Feet
Sheet List Table
SHEET
NUMBER
SHEET TITLE
1
LOT 3— SITE PLAN
2
LOT 3— UTILITY & TESC PLAN
3
LOT 3— PLAN NOTES
4
LOT 3— DETAILS
KIDS
Design
KDS
1724 West Marine View Drive, Suite 140
Everett, WA 98201
Drawn
P. 425.486.6533 1 f. 425.486.6593
09/28/2019
............... I .......... ...........................
Date
Civil I Structural Planning I Survey
186-003-17
www. paceengrs.com
Project No.
JENKINS LANE
LOT 3 — BUILDING SITE PLAN
(SHEET I OF 4)
-50-19
,SS
INFILTRATION GALLERY
PER PLN20170028
EX SEWER SERVICE
PER PLN20170028
RIM=284.0
IE=279.0
PER PLN20170028
EXISTING POWER,
CABLE, GAS
& PHONE
g MIN. 1�" SCH. 40
L
WATER SERVICE
18" CEDAR (TO
—BE REMOVED)
10- FIR (TO —
BE REMOVED)
12+00 16-
-SS
_SS
___L
�S SS
— — —
4
— — — — — — — — — — — — — —
13TH WAY SW
13TH
/-k DATUM PT.
MVN= 100,
E= 10000.00
282
ELEV. 268.33'
OWNER/CONTRACTOR IS RESPONS18LE
F F
FRANCHISE
EX. 1" WATER (APPROX. LOCATION)
UTILS FOR EROSION CONMOL AND DRAIMGE
METERS, PER
NOTES:
PLN20170028,
(TYP)
1. ROOF RUN OFF WILL BE CONNECTED TO DOWNSPOUTS TO CLEANOUTS AND FOOTING DRAIN, TO TIGHTLINED TO THE PROPOSED
DRYWELL. STORM TIGHTLINE SHALL NOT BE CONNECTED TO THE FOOTING DRAINS ANY CLOSER THAN 10' FROM THE FOUNDATION.
_1PROP. CB INLET PROTECTION,
PER DETAIL E1.3 (TYP)
2. FINE GRADING AROUND THE PROPOSED STRUCTURES 'WILL BE PERFORMED TO ENSURE SLOPES ARE AWAY FROM THE PROPOSED
DWELLING.
3. CATCH BASIN INLET PROTECTION SHALL BE ADDED TO ANY CATCH BASIN DIRECTLY DOWNSTREAM AND ADJACENT TO THIS SITE.
4. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS.
20' CT
(16' PVMT)
5. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T5.13.
6. 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.
C)
0) Q
7. PROPOSED STRUCTURE WILL BE REQUIRED TO PROVIDE NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING
<
1z
SQUARE FOOTAGE.
ir
-CC �i
4— FRANCHISE UTILS
(APPROX. LOCATION)
B. INSTALL 14 GA. VINYL COATED TRACER WIRE (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND PROPOSED HOME.
9. MINIMUM HORIZONTAL SEPARA'nON BETWEEN WATER AND SEWER IS 10'.
Co
C�
10. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM LINES IS 5'.
+T
11. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS.
12. MIN. 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ECT) AND WET UTILITIES (STORM, SEWER,
WATER).
CLEARING
LIMITS (TYP)
13. MIN. 2' COVER IS REQUIRED FOR ALL STORM PIPES LOCATED UNDER DRIVABLE SURFACE AND 1' MIN. COVER UNDER LANDSCAPE
AREAS. SEWER SHALL HAVE 2' MIN COVER AND WATER SHALL HAVE 18" COVER, REGARDLESS OF THE LOCATION IN PAVED OR
ROOF/FOOTING
LANDSCAPED AREA.
DRAIN (TYP)
14. THE 6" SSCO AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH %' HEXBOLTS.
7J2%
PROPOSED
CLEANOUT (TYP)
15. GRADING, UTILITIES AND ALL OTHER WORK OUTSIDE OF THE CLEARING LIMITS SHALL OCCUR UNDER PLN201070028.
17LF-4" C
PVC
SLOPE (MIN) SOIL STOCKPILE
12' COVER (MIN) AREA (SEE NOTE 4)
i
16. CLEANOUTS LOCATED WITHIN DRIVE SURFACE SHALL HAVE A CAST IRON LAMPHOLE COVER. WHERE NOT LOCATED AT THE EDGE OF ROW
OR CITY EASEMENT, THE LAMPHOLE COVER DOES NOT NEED TO BE 12" IN DIAMETER.
SS�O
M HOUSE
NSTALL SSCO
2' FROM HOUSE
FRIM=284.6
IE=280.6
6: W,
6,150 SF
PROPOSED
HOUSE
16" MAPLE MOVED)
TO BE RE
bkbk.,-
L t
OLAW-ma m
7
14- CEDAR (;O:� 22T CEDAR 7TO
BE REMOVED) BE REMOVED)
�6" SD
2% (MIN)
L
L
Uso ..................... : :
30- CEDAR (TO
BE REMOVED)
ORANGE PROTECTIVE 17. DRIVEWAY SHALL BE GRADED TO SLOPE TOWARD TRACT 999.
BARRIER FENCING 18. IF ORANGE PROTECTIVE BARRIER FENCING IS NOT FEASIBLE AROUND DRYWELLS DURING CONSTRUCTION, THEN OVER EXCAVATE AND
OBTAIN GEOTECH APPROVAL OF THE SUBGRADE PRIOR TO BACKFILLING DRYWELLS.
PROPOSED 0
D YWELL SYSTE N irtal TA
R M9
YARD DRAIN 4of4
RIM=284.1
R WELL SIZING:
IE=281.1 (6- N,S,W)
PROPOSED ROOF AREA 2,507 SF 39018 4;�
I r p ilk
30" CEDAR
(TO REMAIN) INSTALL SILT
30" FIR FENCE AS
(TO REMAIN) SHOWN, PRIOR
TO CLEARING
12" FIR ACTIVITY
(TO REMAIN) J
0 20 REQD DRYWELL VOLUME = 226 CIF 0
1 "=20' (90—CF PER 1,000 SF ROOF AREA) ONAL
Scale Feet PROVIDED DIRMELL VOLUME = 250 CF 06-50- 14
KDS
1724 West Marine View Drive, Suite 140
Everett, WA 98201
p. 425.486.6533 1 f. 425.486.6593
�:-� ..............................................
ivil I Structural I ftnning I Survey
www. paceengrs.com
JENKINS LANE
Des'g"
KIDS
Drawn
08128/2019
LOT 3 — UTILITY & TESC PLAN
(SHEET 2 OF 4)
Date
186-003-17
Project No.
186
17 (Jenkins Lons)\D*g\2heets\SfTE PLANS LOTS 1-5\JL-L0T3-LfT1L.dwg 36x