20105 MAPLEWOOD DR-SITE PLAN 1.pdf11
4
NW 1/4, SEC 19, TWP 27N, RGE 4E, W.M.
20105 MAPLEWOOD DRIVE
SITE DEVELOPMENT PLANS
VICINITY MAP
SCALE. • 1" = 2000'
N
SCALE. 1" = 10'
0 5 10 20
PROJECT TEAM
OWNER/APPLICANT
SELECT HOMES
16531 13TH AVENUE W. #A 107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KA YLA. CLARK®OUTLOOK. COM
CONTACT. KAYLA CLARK
t'
f SURVEYOR
LOVELL-SAUERLAND & ASSOCIATES, INC.
t 19217 36 TH A VE W, SUI TE 106
L MN WOOD, WA 98036
(425) 775-1591
EMAIL: INFO@LSAENGINEERING. COM
CONTACT JEFF TREIBER
SITE DA TA
SITE ADDRESS:
1
TAX PARCEL ID NUMBER(S):
i SITE ACREAGE.
•
::•:;•:;CB
' •.';.',' •.'; •.';
`t'.:; .�
SDCO 2
I
`
r:'...'.. •,<.. • . ,, . , ..
SDCO 3
CLEANOUT
TYPE I
f. •E.: :, .,•..,
CLEANOUT
N=917.79
SOLID LOCKING LID
SDCO
�E.
...........
N 918.43
E-1117.20
N905 50
CLEANOUT
c� ..,..•a..•. .•'.'...�
. >.. }. •. •.
a.',.•. •..,.•.
�
E-1Q58.43 �,.»,.,,:::_�5......................:::::�,,.:�,:..,�.. ,,,,.
RIM 373.52
_ RIM. 374:88 ....:::.::. ,,:_....................
E 1138.81
RIM 374.30
t
N-904.99
E-1188.11 W ,�, �,. ,,,...,..............
� s .. } .. . ... . ... ...
. • ..,,. , ... . , .
' •. , ....• .
4„ lE 371.75 (!N-NE)
..•.:... • :.•..'.•.,...
�.',•4:.' '':
,' _ ...
,.::'...;:� 1
4�, .tE....372:.3.4.._(lN-hl) _:.........:..................... .»» _•...................,_,,,,.:,. ......... .........
4,, IE 371:75 (IN W) ...........
4 /E 371. 50 (IN -NW)
w.w»» .»......_...........u., � _..........<<
RIM 374 30
• :''
CONCRETE BLOCK
n
4 /E 372.34 (OUT-E)
4" lE 371.75 (OUT -SE)
4 IE 371.50 OUT-E
( )
......... ... ::..
i
4» lE._371:50::(tN_W)........ �.............
RETAINING WALL
(TYP):
...
w
LEGAL DESCRIPTION
THAT PORTION OF TRACT 33, MAPLEWOOD HILLS, ACCORDING TO THE PLAT
774EREOF RECORDED /N VOLUME 10 OF PLATS, PAGE 121, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE SAID 7RACT,• THENCE
NORTHERLY ALONG THE WEST LINE THEREOF A DISTANCE OF 83 FEET,•
774ENCE /N AN EASTERLY DIRECT70N 173.2 FEET ALONG A LINE PARALLEL
WITH THE SOUTH LINE OF SAID TRACT, THENCE SOUTH TO A POINT ON THE
SOUTH LINE OF SAID TRACT 173.2 FEET DISTANT FROM THE POINT OF
BEGINNING, THENCE WEST 173.2 FEET TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STA7E OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVA77ONS OF RECORD.
BENCHMARK
OR/GINA77NG BENCHMARK
INVERT OF EX. SAN. SEWER MANHOLE LOCATED AT THE NW
CORNER OF 77-IE INTERSECRON OF 200TH ST. S.W. & 88TH AVE. W.
ELEVA77ON : 348.75
SITE BENCHMARK
3 RR SPIKE IN POWER POLE LOCATED ARROX. 22' EAST OF THE NORTHWEST
PROPERTY CORNER.
) ELEVA770N: 376. i9
U63
i DA TUM : CITY OF EDMONDS (M. L. L. W.)
a�
UTILITY NOTE
I 3 THE LOCATION OF UNDERGROUND U77LI77ES SHOWN HEREON ARE
oo o APPROXIMATE ONLY AND DO NOT REFLECT THE LOCATION OF ALL UTIL177ES
N o ON OR /N THE VICINITY OF THE SUBJECT PROPERTY. THE OWNER SHOULD
o CONTACT ALL U77LITY PURVEYORS IN THE AREA TO ASCERTAIN THE
cV �I LOCATION AND DEPTH OF ALL U77LITIES
k> �
pro.,
N2Z
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVA 77ONS FOR HEIGHT CALCULA
770NS•
ELEVA 770N A:
374.02
ELEVA 770N B:
373.01
ELEVA 770N C:
373.73
ELEVA 770N D.
375.39
_TOTAL: =
1,496.15
374.03
AVERAGE ORIGINAL GRADE (A OW =
374.50
TOP OF GARAGE SLAB =
ROOF AT RIDGE =
398.58
ALLOWABLE BUILDING HEIGHT =
399.03
(374.03 + 25 FT)
NOTES
1, THE FINAL RESTORATION FOR ALL U77LITY
CONNECTIONS AND U77LITY ABANDONMENTS (SEWER,
WATER, AND STORM) IS TO BE COMPLETED BY THE
CON7RACT0R. A FIELD INSPECTION IS REQUIRED TO
DETERMINE THE FINAL RESTORA 77ON LIMITS.
2. LANDSCAPE/LAWN SHALL BE INSTALLED IN THE
RIGHT-OF-WAY BETWEEN THE PROPERTY LINE AND THE
EDGE OF ASPHALT ROAD.
LOT COVERAGE
LOT AREA: 14, 375 SF
ALLOWABLE COVERAGE (357) 5, 031 SF
HOUSE, COVERED DECK AND GARAGE 2, 993 SF
PERCENT COVERAGE 2a 829
STORMWATER CONTROL SUMMARY
PROJECT SI7F CA 7FGORY.• CA 7FGORY 1
DISCHARGE LOCA 770N: SHEET FLOW (EAS7FRL Y)
TYPE OF AREA
SQUARE FOOTAGE
STORMW47FR FACILITY
LAWN AND LANDSCAPE
10, 035 SF
SOIL AMENDMENTS BMP T5.13
ROOFS
3 343 SF
DOWNSPOUT DISPERSION T5.108
HARD SURFACES
997 SF
DISPERSION T5.10B
25Z RETROFIT
0 SF
N.A.
UTILITY PATCH /OVERLAY NOTE
U77LI TY PA TCHES SHALL BE COMBINED AND FULL WID 7H OR HALF WID TH 0 VERLA Y WILL BE REQUIRED DEPENDING
ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL EN77REL Y WI THIN ONE TRAVEL LANE, THE
OVERLAY SHALL EXTEND TO THE CENTERLINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH
TRA VEL LANES THEN A FULL WIDTH 0VERLA Y IS REQUIRED.
UTILITIES NOTE
1. ALL NEW UTIL177ES ARE REQUIRED TO BE
INSTALLED UNDERGROUND.
2. MINIMUM 3FT SEPARA 770N REQUIRED BETWEEN
DRY U77LI77ES (POWER, GAS, PHONE, CABLE, ETC)
& WET U77LI77ES (SEWER, W47FR, STORM)
STORM DRAINAGE NOTES
IF 7HE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE I/ CATCH BASIN WILL BE REQUIRED.
F0077NG DRAINS TO CONNECT TO DRY WELL 7RENCH.
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER
BMP T. 5.13.
DRI VEWA Y NOTE
DRIVEWAY SLOPES SHALL NOT EXCEED 141w. SLOPE
PER ECDC 1 & 80. 060
CONSTRUCT/ON NOTE
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO
U77LI77ES OR FRONTAGE IMPROVEMENTS IN CITY
RIGHT-OF-WAY PER CITY STANDARDS THAT IS
CAUSED OR OCCURS DURING THE PERMITTED
PROJECT.
SIDE SEWER NOTES
IF RE -USING EXISTING SEWER LATERAL (FROM
PROPERTY LINE TO CITY MAIN) COND1770N MUST BE
VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT
EDMONDS SEWER DIVISION AT 425-771-0236.
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SU17E A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT- ROB L. LONG, PE
UTILITY PURVEYORS
20105 MAPLEWOOD DRIVE
EDMONDS, WA 98026
00506700003304
14,375 SF (0.33 AC)
WA TER SUPPL Y.• CITY OF EDMONDS
425-771-0235
SANITARY SEWER: CITY OF EDMONDS
425-771-0235
STORM SEWER: CITY OF EDMONDS
425-771-0235
PHONE: FRONTIER
425-263-4024
CONTACT- JEREMY FALLT
CABLE: COMCAST
425-244-5088
CONTACT JEFF BURNS
GAS: PSE
888-225-5773
POWER: SNOHOMISH COUNTY PUD
425- 783-1000
CONTACT- ROB LARSON
FIRE DISTRICT SNOHOMISH COUNTY FIRE
DISTRICT NO.1
425- 551-1200 AP
SCHOOL DISTRICT.- EDMONDS SCHOOL ,
DISTRICT
425-670-7000 `� 2 �o g
?one �S _ �I C01"or�F1a
Set--.: sac. R aired -�
Frontwz5`-^+
Sides
Rear q
Other
SHEET INDEX Nov 13 2018
1 SP-01 SITE DEVELOPMENT PLAN 1 OF EDMO DS
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 GENERAL DETAILS
APPROVED FOR CONSTRUCTION
CITY OF iz'l
EDMONDS
DATE If I id
BY qz�/J J )
p7Y _NEW1NG DIWS70N
RALI
ENGINEERING, IN(
Civil Engineering / Land Planninc
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
z
00
U
L
O
09
O
O
U
U
ti
U
U
cLw
S
S
Q
rn
�
o
�
21-1N
ENGINEER:
/1/P'/l8
ROB L. LONG, PE
DRAWN BY
MIKE MORRIS
ISSUE DA TE.• SCALE.•
71101 1 AS NO7ED
YRIZZ 0A
.18-008
SHEET.•
SP-O 1
SHT I OF 4