2608_001B
LO
24'
— — — — — — — — — — —
SS
MAILBOX -J
CLUSTER
20' TRACT-
(16' PVMT)
MINIMUM 1-1/2-
SCHEDULE 40 �ATE
SERVICE. PER
PLN20170028
1Z_
w
a-
w
2
Q:
Oz
w
X
0
0
w
> U')
-SS—
............................................
C
35.3'
(20' MI
LO
l'ill 11
"4 11 'AV7
I r- COVERED
I L/ _PQEQ_H_ J
6,049 SF
PROPOSED
HOUSE
16.54' L_ 15.46' 17'
A
COVERED
PATIO
..................................................
JR L —i 1 +00
�s
S S SS—
m
0)1f_
0 p
LU
9-
PROP. ROOF
OVERHANG (TYP)
PROPOSED
FOOTING/ROOF
DRAIN
(TYP)
FIREPLACE
BUMPOUT
PROP -
CLEANOUT
(TYP)
5' BSBL
FROM ALL
PROPERTY
LINES (TYP)
—282
_��F NCHISE UTILS
( _F
APPROX. LOCATION)
L
APPLICANT/OWNER:
ECHELBARGER HOMES & LAND, LLC
4001 198TH ST SW #2
LYNNWOOD, WA 98036
(425)673-1100
TAX PARCELS:
01187000000400
12+00
t
SS SS
13TH WAY SW
DATUM PT.
PkIr.,11kippo.
ELEV. 268.33'
ENGINEERING DIVISION
APPRO
YED 9; NOTIED
W-AWfO11MOLOT COVERAGE:
t-AUt/bUA LVI Wivr-MmUt: Z'vu-t ar
1724 W. MARINE VIEW DRIVE #140 LOT AREA: 6,049 SE
EVERETT, WA. 98201 % OF LOT COVERAGE: 34.1 %
(425) 486-6533 ex, 104 (MAXIMUM COVERAGE IS 35%)
KENMOPACEENGRS.COM
CONTACT: KEN MCINTYRE, PE
GRADING QUANTITIES:
CUT: 30 CY
FILL: 15 CY
NET: 15 CY (CUT)
HEIGHT CALCS:
EXISTING ELEVATIONS:
A- 284.0 B- 282.9
IMPERVIOUS AREA: C- 284.1 D- 284.1
EXISTING IMPERVIOUS AREA: 0 SF EXIST. AVERAGE GRADE = 283.8
MAX. ALLOWED HEIGHT (25') 308.8
PROP. HOUSE
(W/ROOF OVERHANG): 2,507 SF (TO DRYWELL) PROPOSED GRADE ELEV 284.5
PROPOSED FINISH FLOOR ELEV = 285.0
PROPOSED IMPERVIOUS DRIVEWAY: 709 SF (TO ROAD A GALLERY) PROPOSED HEIGHT 308.16
(INCLUDING WALKWAYZPATIO)
TOTAL IMPERVIOUS AREA: 709 SF (TO ROAD A GALLERY) wmrLItb VVI I NAFFLIUABLI:
(NOTTE: DRIVEWAY/WALKWAY NO TO EED 750 SF. PER PLN20170028)
Zone —JO-- '11 1 q C1 ST RMW CODE
&' _bL � ag.
5 Corner.. OwFm AL40 Ira OTANAW
Sgtbauks �ured Actual AWXT Mi Sb.+ CAM
A1141110 wag
XISTIN POWER, Side3 91 Z ILE 1",
ABI F AND
- LE UP 0 2019
'!A SL
ELE '4 Otber
Ile D 201 TIS
Height Gk1R2__ 1�k G DEPARTME
Kt_5:!� 1"r-, EDMONDS
APROM
0
4— FRANCHISE UTILS
I (APPROX. LOCATION)
1 1p= 201
S SITE ADDRESS:
7 712 13TH WAY SW
1'
EDiMONDS, WA 98020
0 20'
VERTICAL DATUMN:
ANAVD 88
MV FOUND 3- BRASS SURFACE
MONUMENT AT INTERSECTION OF
13TH WAY SW & 7TH PIL S
ELEV.= 268.33'
PER GPS OBSERVATIONS
Sheet List Table
SHEET
NUMBE
R
SHEET TITLE
1
LOT 4- SITE PLAN
2
LOT 4- UTILITY & TESC
PLAN
PLAN NOTES
Scale
Feet
0
LU I -�_
4
1 OT
KIDS
1724 West Marine View Drive, Sdte 140
Everett, WA 98201
p. 425.486.6533 1 f. 425.486.6593
......................................................
Civil I Structural I Planning I Survey
www.pamengrs.com
Deallg"
KIDS
Drawrk
08/28/2019
Date
186-003-17
Project No.
WA
39018 4;�
S T0
0'r0NAL
o6_!60_ 14
JENKINS LANE
LOT 4 - BUILDING SITE PLAN
(SHEET I OF 4)
186 (Echalborger)\003-17
PLANS LOTS ;
36x24
— — — — — — ---- — L —11+00
12+00
Ss —SS
Ss _SS
4 SS
— — — — — — — — — — -- Ss
13TH WAY SW
:,MAILBOX
:CLUSTER
0 20' 1 282----
1 201 EX. 1 WATER METERS, FRANCHISE UTILS
Scale Feet PER PLN20170028, (TYP)
(APPROX. LOCATION)
CB INLET PROTECTION
PER DETAIL E1.3 (TYP) NOTES:
1. ROOF RUNOFF SHALL BE COLLECTED IN DOWNSPOUTS. ROOF AND FOOTING DRAINS SHALL BE TIGHTLINED TO THE PROPOSED DRYWELL. FOOTING
MIN. 1j" SCHEDULE DRAINS SHALL NOT BE CONNECTED TO THE TIGHTLINE ANY CLOSER THAN 10' FROM THE FOUNDATION.
40 WATER SERVICE
PER PLN20170028 2. FINE GRADING AROUND THE PROPOSED STRUCTURES WILL BE PERFORMED TO ENSURE SLOPES ARE AWAY FROM THE PROPOSED DWELLING.
INFILTRATION GALLERY 3. CATCH BASIN INLET PROTECTION SHALL BE ADDED TO ANY CATCH BASIN DIRECTLY DOWNSTREAM AND ADJACENT TO THIS SITE.
ER PLN20170028
4. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS.
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
FRANCHISE UTILS MAY BE REQUIRED DURING CONSTRUCTION.
(APPROX. LOCATION) 7. PROPOSED STRUCTURE WILL BE REQUIRED TO PROVIDE NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM REGARDLESS OF BUILDING SQUARE FOOTAGE.
8. INSTALL 14 GA. VINYL COATED TRACER WIRE (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT MErER AND PROPOSED HOME.
V)
9. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS 10'.
10. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM LINES IS 5'.
U) EX SEWER SERVICE
PE� PLN20170028
U 11. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS.
X Ic
RIM=284.5 ir 12. MIN. 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ECT) AND WET UTILITIES (STORM, SEWER, WATER).
IE= 279.0
PER PLN20170028 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 LANDSCAPED AREA.
SS 14. THE 6" SSCO AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH %" HEXBOLTS.
15. GRADING, UTILITIES AND ALL OTHER WORK OUTSIDE OF THE CLEARING LIMITS SHALL OCCUR UNDER PLN201070028.
CLEARING LIMITS (TYP) 16. CLEANOUTS LOCATED WITHIN DRIVE SURFACE SHALL HAVE A CI LAMPHOLE COVER. WHERE NOTE LOCATED AT THE EDGE OF ROW OR CITY EASEMENT,
THE LAMPHOLE COVER DOES NOT NEED TO BE 12" IN DIAMETER.
SILT FENCE (TYP) EX FENCE 17, DRIVEWAY SHALL BE GRADED TO SLOPE TOWARD TRACT 999,
(TO BE 18, IF ORANGE PROTECTIVE BARRIER FENCING IS NOT FEASIBLE AROUND DRYWELLS DURING CONSTRUCTION, THEN OVER EXCAVATE AND OBTAIN GEOTECH
REMOVED) -284
APPROVAL OF THE SUBGRADE PRIOR TO BACKFILLING DRYWELLS.
ROOF/FOOTING MIN. 14" SCH. 40
DRAIN (TYP) WATER SERVICE
MIN EL.=282.50 OWNER/CONTRACTOR IS RESPONSIBLE
6,049 SF STABILIZED 01 WA FOR EROSION CONTROL AND DRAINAGE
CONSTRUCTION
ENTRANCE
n FRANCHISE
UTILITY 39018 U L
6" SD CONNECTIONS RE: C)
2% MIN 0
EX FENCE ISTY- SEP 0 5 2019
(TO REMAIN)
n PROP. DRYWELL AL
SYSTEM
('TYP
— — — — — — — — - =—=:—_ DRYWELL SIZING: U fY OF.
YARD DRA
RIM=284.1 KDS
ROOF DRAIN
CLEANOUT (TYP)
(DIE=281.1 PROPOSED ROOF AREA 2,507 SF De n 1724 West Marine View Drive, Suite 140
(6" N,S, KDSS'g Everett, WA 98201 JENKINS LANE
-4 �E) REQ'D DRYWELL VOLUME 226 CF Drawn (Opmi - )
Z� p. 425.486.033 1 f. 425.486.6593
08/28/2019 ................................... I .............
5'MI . (90-CF PER 1,000 SF ROOF AREA) Date Civil I Structural I Planning I Survey LOT 4 - UTILITY & TESC PLAN
ORANGE PROTECTIVE PROPOSED STOCKPILE 186-003-17 Wll� 0 All www. paceengrs.com
BARRIER FENCING (Ty AREA, SEE NOTE 4 PROVIDED DRYWELL VOLUME = 250 CF Oroject No. (SHEET 2 OF 4)
R:\Peojects\186 (Echelborger)\003-17 (Jenkins Lona)\D.q\9heats\SfTE PLANS LOTS I-5\JL-LOT4-UT1Ld.g 36x24