ENG PROJECT ASBUILTSEC. 19, TWAT. 27N, RNG. 04E, 114 NE
CB fJ TYPE-1
VANED GRATE
10"C VERTICAL TEE 20' INGRESS, EGRESS, &
8" 8"C 8"C p/
/ 10" 10,8"C RIM=387.79 UTILITIES EASEMENT TO BENEFIT''
lE 6 PVC (W)=384.99 LOT 2
x ,C,6"C IE 6" PVC (SE)=384.83
!� n a
/J N89'11'S5"W 1521 T 80.50' �10,,C � �� CO
V e c
l
v 18,,8»'C Vl/12"C
T0P=390
CB TYP -1 n
s
^°'
- - -
ROCKERY
TOE=386
VANED GRATE I
EXISTNG
TOP = 02
TOE 398
RIM=396.24
_IE 6" PVC (S)=393.16
i
_TOPI397�
6" OVERFLOW RISER
_
E 6" PVC (E)=39295
2' -
TOP=385.5
00+50
ASPHA T
IE=382.5
--
390
EXISTING
-
Ol+¢O
392
396 57'_
"
PV ®1 % S
D
ALCM
-SD
4
1�
W
'
c
I
I
IOREENTION�
k
4
c
�s4 392
TOP= c14
r 398 0
TOE= �-
396 Z
m
o
= 397
= 396 W
I �
0
CO IE-
393
TO 6
CE -6"
PVC
196 32?'
394
N89
CLEANOUT #3 PER
SS-200 W/12" CAST
IRON LAMPHOLE COVER
W/ j" HEXBOL IS. (TYP)
RIM=393
IE=386.55
1 " WATER METER IS TO BE
INSTALLED.
EXISTING SITE FEATURES,
UTILITIES, BOUNDARY, AND
TOPOGRAPHY WERE OBTAINED
FROM SURVEY BY AXIS
SURVEY & MAPPING
H�y� A
COVER WITHIN 24 HOURS
FF = 390
IE BTM AREA=
314.3 SfuMl ^I
PROPOSED ASPHALT I� =i
3 R I 84.43 ,
9 w,
5 ------
I
10'-6" PV MP C103
209 HIGH-WS FENCE
AROUND PROPOSE
I BIORETENTION
22' BIORETENTIO
EASEMENT _
GARAGE = 389
LOT 1
FF= 390 PROPOSED SFR
10,492 SF GROSS
8,858 SF NET
Y STOCKPILE FOR HARDPAN.
BACK DECK = 389.9
SSCO #4
RIM=390
IE=386.5 -
DRYWEL
FOR 1`0�71NG DRYWELL F
FOOTING D AIN 4
k � " TO 6"
m + ROC ERY PVC
- SS 0 HIGH 479
NP C10J HIGH-WS FENCE
RI =387.3
'OUND FROPOSED DRYWELL 13 TOP = 8 =37782 , NSTALL PIPE CAS/N
-BENEATH ROCKERY
_GRA )
O / Z
�O
DRYWELL 2 -
FOR FOOTING DRAIN
o�O26
SSCO 45
30'.
NOTE. CB #2 AND ALL APPURTENANCES
SHALL BE PRIVATELY MAINTAINED BY THE
PROPERTY OWNERS WITHIN THE PLAT WITH
EQUAL AND UNDIVIDED INTEREST DESPITE
ITS LOCATION WITHIN THE RIGHT-OF-WAY.
ALL DRIVEWAY RUNOFF SHALL BE DIRECTED
TOWARD CB 112 AND ADDITIONAL
IMPROVEMENTS, SUCH AS ASPHALT BERMS,
1.\I. MAY BE REQUIRED IF SURFACE RUNOFF IS
NOT ADEQUATELY CONTROLLED AFTER
/ PAVING IS COMPLETE.
- I
® 107.
o \� /ANED GRATE
ilM=382.7 382
�EW=79.83-6" PVC IE(SW)=379.83-6" PVC I AS, ELECTRIC,AND TELEPHONE 3
0+0 yE(SE)=379-6" N-12 SEPERAT70N FROM WATER LINE
4'-6" s
PVC a� 15'-6" N-12
® 29 CB 1 f 1
VANE GRA
RIM= 380.51
IE 1 " NC (N)=377.75
J _ IF 6 W)= 377.64
IE 1 " (S)=377.39
NO .TRACERHIRE TO BE INSTALLED
THE TER SERVICE Ll
NE
w W l LOCATION OF EX. WATER MAIN DETERMINED
INSTALL NEW PROPOSE 1-1/2 WATER SERVICE LINE L FROM CITY OF EDMONDS GIS MAP
jWANO
IN ALL MEW 1 METER TO
S7ING M378
SERVICE (LOT i PER (STD# WA-1 30 I PROPOSED POTHOLE LOCATION FOR WATER
/ t� ® SERVICE TAP
N
cc
II � 00
I376
j CO
10 v
'S / c � �-14
Z - 374
cm
372
384
370
PUNK I
SSCO #7
54"F (WYE WITH I
CA AND PAINTED YELLOW
C ANOUT CENTERLINE Qt
OVER ) H ca
CONCRETE ,\R. r°
�\h LEVELING
COLLAR o
RIM =374.32 `�
`9' I 368 57
Op OP = 387 ®�6
3 75 B 3 3 3 382/ �6 ` 16" P C CORE DRILL TO SS MAIN
b ��� ��O 0 27.8 PER SERA TEE W/ROMAC
INSTALL FILTER FA RIC FENC
I'll "W 152.15'-80.50' /
/ 26' SSCO 18 HP / OHD-
WYE WITH CAP AND CLEANOUT I BOO/
COVER) CONCRETE LEVELING COLLAR
�- RIM=370 /
IE=365
ONP / x
LAURA & SCOTT WILLIAM
TPN: 00431200000501 �- CITY OF
MONDS WILL
TV SEWER
AI
TO FINAL
ACCEPTANCE
BENCHMARKS
ORIGINATING BENCHMARK. • SNOHOMISH COUNTY
DESIGNATION: 2704PO5
A 2" BRASS DISK SET IN CONCC, 0.2' DN IN CASE
0 INTX OF 76TH AVE W & 204TH ST SW
ELEVATION: 435.28 (NAVD 88)
TEMPORARY BENCHMARK: IBM A'
SET R.R. SPIKE IN SOUTH FACE OF UTILITY POLE
ELEVATION: 369.57'
ca
N
N
0
(ISTING SITE FEATURES AND BOUNDARY NOTE
(STING SITE FEATURES, UTILITIES, BOUNDARY, AND TOPOGRAF
RE OBTAINED FROM SURVEY BY AXIS SURVEY & MAPPING
RIM 366.40'
IES(E&S)
i
SSMH
RIM = 368.92'
8" PVC IE 361.98 (N)
8" PVC IE 361.93 (S)
So
UTILITY CONFLICT NOTE
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
LOCATIONS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN
POTHOLING ALL OF THE EXISTING UTILITIES AT THEIR LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR
NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION.
1 LOT 1
I PROPOSED ROOFTOP IMPERVIOUS SURFACE
=Z673 SF
PROPOSED CRUSHED GRAVEL LANDSCAPING
=172 SF
PROPOSED ASPHALT TO BIORETENTION =927 SF
TOTAL PROPOSED IMPERVIOUS
AREA TO BIORETENTION FROM LOT 1= 3,772 SF
PROPOSED ASPHALT TO BYPASS TO CB 12 FROM LOT 1 =284 SF
TOTAL PROPOSED IMPERVIOUS AREA ON S17E=4,056 SF
ALLOWED IMPERVIOUS AREA FOR LOT 1 PER
2-LOT SHORT PLAT APPROVED BIORETENTION SIZE
N. T.S.
LEGEND:
0 10
Scale 1 " = 10'
LOT 1 INSTALLED ASPHALT TO LOT
BIORETENTION AREA = 752 SF
BYPASS TO CB 12
AREA = 284 SF
LOT 1 PROPOSED
ASPHALT AREA =
149 SF
= 2, 673 SF
PROPOSED AND EXISTING IMPERVIOUS AREA EXHIBIT
N. T. S.
EXISTING:
CONCRETE MONUMENT
■ EXISTING TYPE 1 CATCH BASIN
• EXISTING SANITARY SEWER MANHOLE
EXISTING WATER METER
O POWER POLE
OEXISTING STORMORAIN MANHOLE
\ F91 EXISTING SANITARY SEWER CLEANOUT
Sp
EXISTING STORMDRAIN CONVEYANCE PIPE
PROPOSED
PROPOSED WATER METER
------ SILT FENCING
CLEARING LIMITS
TYPE 1 CATCH BASIN
FLOW ARROW
Know what's below.
Call 811 two business days
before you dig.
PROPERTY BOUNDARY
- EASEMENT/GARAGE PARKING
-
-------------------BUILDINGSEIBACKLINE
BUILDING FOOTPRINT
_-----___-
- - - - - - - - - - - - ROOFLINE
EDGE OF PAVEMENT/CONC.
FIRE LANE
STORM
SEWER
yy WATER
E POWER/CABLE/PHONE
GAS
OVERHEAD POWER
sAWCUT
C CABLE/TELEPHONE
VICINITY MAP
SOLID HOPE LOCKING LID
6" OR 4" PVC
F0077NG DRAIN
CONNECTION (TYR)
�
•ADS N-12
ISER�12" DIA
3'
w/DRILLED
PERFORMED
HOLES
WASHED
ROCK
T
1" - 14"
1,
BEARING --
DRY
DRY WELL
DETAIL
N. T. S.
HEIGHT CALCULATIONS
LOT 1
Al =397.4
B1 =389.5
C1 =381.2
D1 =391.2
AVERAGE EX GRADE =389.8
MAXIMUM HEIGHT =414.8
PROPOSED HEIGHT=413.71
LOT COVERAGE CALCS (35% MAX
LOT 1 AREA =10, 492 SF
LOT 1 STRUCTURAL LOT COVERAGE =2,243 SF (21.47.)
PROJECT CONTACT LIST:
APPLICANT.
RYKER YOUNG
REAL PROPERTY ASSOCIATES
PHONE.• (206) 930-0377
EMAIL:ryker@rpore.com
OWNER:
REAL PROPERTY FUNDING GROUP, LLC
7500 ROOSEVELT WAY NE
SEA TILE, WA 98115
CIVIL ENGINEER:
DONNA L. BRESKE, P.E.
21AVE.A
SNOHOMISH, WA 98290
PHONE. (360) 294-8941
EMAIL: donnobreske@comcast.net
SURVEYOR:
MI TCH EVANS
AXIS SURVEY & MAPPING
15241 NE 907H ST.
REDMOND, WA 98052
PHONE. • (425) 823-5700
EMAIL: mitch@oxismops.com
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
CITY ENGINEERING DIVISION
LOT 1 BUILDING PERMIT SITE PLAN FOR RYKER
YOUNG
SITE ADDRESS: 20114 83RD AVE. ZONING: RS-8
W(LOT 1) EDMONDS, WA 98026 MAXIMUM COVERAGE: MAXIMUM HEIGHT. 25'
SETBACKS. FRONT. 25 , SIDE 7 5', REAR: 15'
TAX PARCEL: 00431200000402
ORIGINAL ISSUE DATE: 10-18-19