17039 Civil Plans 2018-09-11 As-BuiltLEGAL DESCRIPTION
LOT 2, BOWDOINWOOD ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 58 OF PLATS, PAGES 46 AND 47 IN SNOHOMISH COUNTY
WASHING TON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF BOWDOIN WAY, PER BOWDOINWOOD, AS
RECORDED IN VOLUME 58 OF PLATS, PAGES 46-47 INCLUSIVE, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
BENCHMARK
MAG NAIL SET FLUSH WITH CONCRETE SURFACE, IN SE QUADRANT OF THE
INTERSECTION OF BOWDOIN WAY & 92ND (AVENUE W. (137H AVENUE), AS
SHOWN HEREON.
ELEVATION : 100.00
DATUM : ASSUMED
SEWER NOTE
ACCORDING TO THE CITY OF EDMONDS, THE SUBJECT PROPERTY IS
CONNECTED TO THE PUBLIC SEWER SYSTEM; HOWEVER, FURTHER RESEARCH
DOES NOT YIELD HOW OR WHERE THE CONNECTION IS LOCATED.
OVERLA Y NOTES
UTILITY PATCHES SHALL BE COMBINED AND FULL
WID TH OR HALF WID TH 0 VERLA Y WILL BE REQUIRED
DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE
UTILITY PATCHES FALL EN7IREL Y WI THIN ONE TRA VEL
LANE, THE OVERLA Y SHALL EXTEND TO THE
CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES
EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH
OVERLAY IS REQUIRED.
STORM DRA/NAGS NOTES
NOTES
1. THE FINAL RESTORATION FOR ALL UTILITY
CONNECTIONS AND UTILITY ABANDONMENTS
(SEWER, WA TER, AND STORM) IS TO BE
COMPLETED BY THE CONTRACTOR. A FIELD
INSPEC77ON 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 SIDEWALK.
LOT COVERAGE
LOT AREA: 8,088 SF
ALLOWABLE COVERAGE (359) 2,831 SF
HOUSE, COVERED DECK AND GARAGE 1, 720 SF
PERCENT COVERAGE 21.27%
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVA 710NS FOR HEIGHT CALCULATIONS:
ELEVA 77ON A:
103.21
ELEVA 77ON B.
100. 37
ELEVA 77ON C.
100.85
ELEVA 77ON D:
102. 38
TOTAL: =
406.81
A VERAGE ORIGINAL GRADE (AOG) =
101.70
TOP OF GARAGE SLAB =
101.00
ROOF AT RIDGE =
125.17
ALLOWABLE BUILDING HEIGHT =
126.70
(101. 72 + 25 FT)
STORMWATER CONTROL SUMMARY
NE 1/4, SEC 25, TWP 27N, RGE 3E, W,M.
9201 1 PARK ROAD
SITE DEVELOPMENT PLANS
CA EB T�� � � I EB `\ I I �
i
PROPOSED DRY UTILITIES I I EWER LATERAL TV JY THE CITY OF
N 89 *2D
\ I �I � tI EDMONDS SEWER DE ARTMENT TO
O5'" W 106.32' ETERM/NE IF LINE AN BE USED.IF
FROM SSMH TO THEI PROPERTY LINE
WOOD FENCE
4' GATE I r� THE SEWER LATERAL WILL NEED TO BE
in p \
REPAIRED/REPLACE .
T----
------I FOOTING D AlN ----GP _p -T
�P
r-
-_� I- ----+- ---- I G ____________ __ B / 00. G � CONNECTED TO EX SAN SEWER SERVICE AND INSTALL
SCO @ END OF LINE PER CITY STD DETAIL SS-200.
BUILDING I I II I I 5.09 _ �� 11 3 98.2 CONTRACTOR TO VEl7 FY LOCATION & INVERT PRIOR TO
SETBACK LINE I I �3 FG ONSTRUCTION (SEE IISHT DT-01 FOR DETAIL)
75, I i 1 II CONCRETE ��De1° I SCO TO HAVE 12 ICAST IRON LAMPHOLE COVER
INSTALLED 3 4" WATER SERVICE FROM MAIN TO II DRIVEWAY G5 �. I TH 1/2" HEX BOLTg, TYP)
/ I METER WITH 3 4 WATER METER. INSTALL J @ I IM 99.Of r
1" PE (160 PSI) FROM WATER METER TO HOUSE. Q I I 94.0 I ❑ MB
r I I I SEE SHEET TD-01 \FOR DETAILS. (TRACER WIRE tx
TO BE INSTALLED WITH WATER LINE) GARAGE �� o
I 1 la I I
Al I J� i I it FF 101.00 WM
I I
SSCO / I I CONSTRUCTED DRI VEWA Y
PROPOSED HOUSE RIM 101.0 �� 09 ' 98.8 I APPROACH TO PROPERTY PER
W 26.91' 1 1 MAIN FF 103.00 /E 98.0' - l 8 8q I FG CITY OF EDMONDS STD DWG
---- ---� � I
�- , TR-546 STD (SEE DETAIL ON
I p I 100.2------------- ----- SHT DT-02)
CO VERED CONC FG
\ ` / I PORCH WALK
p I CONCRETE `� ♦ / I- 1 I I I,
O PA Tl0
2 II l
I i I I I SAWCUT LINE
(TYP)
\ 1 j 4" PVC 3034 I I I I to
I I FOOTING DRAIN 110' MIN LENGTH F TING O
- 1 1 ® 1.07. M1N DRAIN DRYWELL TPENCH
\ _ _ _ _ _\ _� W/OBSERVATION PIP
�I �__ _ _ __ _______ _____ __ 1 I ___--_-- 1 I I I (PER GEOTECH I UNPLA T IED
-- ��--- -- ------ - ----- (�' I I RECOMMENDATIONS)
4' GATE
4- N I 12'-4" PVC I I
®4.179
- I 25' > III
4" PVC
\\� EXISTING 1 EXISTING GROUND ROOF DRAIN
ROCKERY CONTOUR (TYP)
\ ONp 1 TO REMAIN
Az` PERFORATED STUB -OUT CONNECTION O I I I /
lE 99.00 I I e
SS____ \yg� 1 WOOD �CE �� 4" VC I (SEE DETAIL ON SHT DT-01) Z I CAW
\ \\ \ ��-� -��Oy __ � I �'' TlG 4/N�� I 4'1 1 11 EX STORM EA MENTI I I I
\ \ \ \SS \ �` \ � II TO CB 1 I SANITARY SE R EA EMENT
\ UTILITY EASE NT
W_Gyp_ 1 I (I INGRESS/EGR S EAJEMENT
\ \ \ \SS\ _,�'~� f� �� < I I I (AFN 941213 01) I I O
\ W \ 1ANi' SIDEIaAt O
TIN NP CpNV S�
COMPLIA E Wl 0 �FK'q�/r \ �\
STANDARDS SKILL BE \ _Hp_
g6 REMOVED AND CONSTRUCTED \S$\ \ \� \I I / 1 I REMOVED EXISTING CUB I I
TO MEET ADA STANDARDS"--- \ \ Oyp__ I % 1 SIDEWALK & DR/VEWA CUT AS I I
zzz/ REQ D TO CONS RUCT VEW CURB,
C/ Kq�R W ` EXISTING \ \� \p\ �� l Ir,JI %CA TV SIGN / GUTTER, SIDEWALK & DA RAMP I I
VERTICAL �� \$$\ \ 1�%� IEj
i
SD \ O' CURB \ \ \ \ �F� T \ \ MB \ l / lGN
W\ ---SD---
\\�� GN
pp
\ -,
... ..... .... .. . .
\ \ W \ \ D A. \ \ SIGN
EX CB \S I CONSTRUCT PARALLEL CURB I RAMP B I� I
T \ \ W \ \ $D\ _ TOP 98.39 p - _ I PER Cl TY OF EDMOND TD DWG TR-54
\ i'� 8" CONC lE ±95.99 (E) \ �\SS SD mN� (SEE DETAILS ON SHT D -02) i I TOPC99.17
0,� \ W \ ��\ \ 8" CONC IE ±95.89 (SW) W \ / \ \i �0 I \ \ 8" PVC lE f97.87 (N)
4Yq � \ SDI \ 4" PVC lE 96.00 (NW)(NEW) EX POWERi� �$ I HP� \ / 1 8" CONC lE ±97. 62 (W)
\ \ \ \ \G \� \ T\ \ \ �\ \\ (ADJUST TOP TO NEW FINISHED GRADE) POLES TO
Oyp� \ \ \ \ W \ \ \�� \$D\ REMAIN
S'D
W G`\ \ W \$ \ CONSTRUCT VERTICAL CURB !& SIDEWA \ 3 \ Hp��
\ _� _ _ \ _\ _ \ \ 0\ SSCv PER CITY OF EDMONDS STANDARD- .DW S \$ \ ��
W \ \ \\ TR-520 & TT-531 W \ S\ SD---- \ \\� Oyp 7 \ \`
SD E DETAILS ON SHT DT-02) \ I \ �S \ \J �Oyp\
W \SD
\ Oyp\ \ W \ G\ \ \ \ W \ i c? EX CASED , $ \ \ � \ �
0 Z \ �� \� \ �� \T \\\ �SS� i CONCRETE �» \\ \c_ \\\ z\\ 0�
Oyp� \ W \G\ �� \ Q \$D I MONUMENT/ WITH W \ \ \
�\ ��_��� \\ \ \\ \\ \\\ I S 1-3 4" SFAS DISC 10+00.0-0
\ --OHp, \ \ \ H,iG\ T\ \ I \ \ W \ \SD \_ I I W1 N $A CLT OF PARK ROAD
\S$\ \
Oyp , _�_ \ . \ \ _ \ \ \ W SS
j/T \\ 0\��\\�'� W\\\\ I \\� \W SSCO
Hp� \ cn T\ \\W
,_ W O\v \ \ W \$ \ \
kp
ONP_
\7. W SD___700_�
pp yp\\\ \\ \\\ \T\ WV W
�W \\ \ \�W =\ \\
0(•lp, \ \ \� \ G\ \ T WV
\ \ \ \ \ W W\\ \SD\\
EX CBMH \ �� \SD\ �IW
TOP 99.12 EX CBMH \� �1 1 Hp�
TOP 98.34
12" CONC lE ±95.12 (SE) \ \ \ \
12" CONC lE ±95.02 (E) 8 CONC lE f96.14 (E) �II I Z I I I \OHp� D\ \ \ -T9P`99.27 \
12" CONC lE ±94.95 (W) 72" CONC lE ±95.74 (NW) ' \ � 8" C t97.47 (W)
N I BENCHMARK oyp EL 100.00
sir �l
PROJECT St TE CA 7EGORY CA 7EGORY 1
DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
LAWN AND LANDSCAPE
5,228 SF
SOIL AMENDMENTS BMP T5.13
ROOFS
2,010 SF
PERF STUB -OUT CONNECTION T5. IOC
HARD SURFACES
850 SF
EXEMPT PER EDMOND STORMWA TER ADDENDUM 6. J.1
257 RETROFIT
0 SF
N.A.
\ �•
1
EXISTING MAILBOXES TO BE
1
\ EXISTING
/
REMOVED/RELOCATED. INSTALL
\ 5' CONC
\ SIDEWALK
/ �8.31
4-MAILBOXES ON NEW STAND
_
/EG
9 205, 9207, 9221)GUY
A
9+26.14, 19.92' L T NCHTO
REMAI/NOR
CONNECT TO EX CURB
` 1
/
_
&SIDEWALK MIN
``
97 75 FL 5 9+72.99,
9 .18 N 29.76 L T
98.25 TBC �_ /�\ �/� PP TO FG 97 // CONNECT TO EX CURB
REMAIN MI //
99.05 FL
20 - ---- 99.55 TBC
6.49_ �� �j 9+71.65, 27.41' LT
CONSTRUCT VERTICAL CURB & SIDEWALK
PER CITY OF EDMONDS STANDARD DWGS
TR-520 & TT-531
O(SEE DETAILS ON SHT DT-01)
I � EX BAD ORDER/REPLACEMENT
DO POLE TO BE REMOVED BY !�
OTHERS 9+58.58, 19.83' LT
4 PC
98.55 FL
99.05 TBC
98.89
0i° o
° PT
FG
0°00°
0000
°°0�0�
0
0 0°
98.2FL
00
00000
°
3
98.90 FL
-
1.0 °
99.40 TBC
- - _ ` 3 59
'
CONSTRUCT PARALLEL CURB RAMP (B)
PER CITY OF EDMONDS STD DWG TR-540
,6=6029 21 " (SEE DETAILS ON SHT DT-02)
98.58 FL R=15.00'
99.08 TBC L=15.84' 9+68.56, 23.60' LT
CL ADA RAMP
FRONTAGE IMPROVEMENT DETAIL
SCALE: 1 "=5'
tFT
AOL \I PUGET DR T W_�
V/EKA_y ` -
-7 i
loonH sr w I
2�2ND ST SW
E OND ST I
BEL SL T � � -
/... MAIN ST r�M4/N ST
LPL ST
S � ` )
¢¢¢ wTT SITE
B0 _
oHEMLOC WA�� 14TH 1PL SW', I (-
1-E s
VICINITY MAP
SCALE: 1 " = 2000'
SCALE. 1" = 10'
0 5 10 20
PROJECT TEAM
OWNER/APPLICANT
SELECT HOMES
16531 13TH AVENUE W. #A 107
L YNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KA YLA. CLARKOOUTLOOK. COM
CONTACT: KAYLA CLARK
SURVEYOR
LOVELL-SAUERLAND & ASSOCIATES, INC.
19217 36 TH AVE W, SUITE 106
L YNNWOOD, WA 98036
(425) 775-1591
EMAIL: 1NF00.SAENGINEERING. COM
CONTACT: JEFF TREIBER
SITE DA TA
SITE ADDRESS.
TAX PARCEL ID NUMBER(S):
SI TE ACREAGE:
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH A VE W, SUl TE A 108
L YNN WOOD, WA 98037
(425) 678-6960
EMAIL: ROBL @RA MENGINEERINGINC. COM
CONTACT: ROB L. LONG, PE
UTILITY PURVEYORS
WATER 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 FALL T
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
SCHOOL DISTRICT:
EDMONDS SCHOOL
DISTRICT
425- 670- 7000
9211 PARK ROAD
EDMONDS, WA 98020
00836400000200
8,088 SF (0.19 AC)
SHEET INDEX
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & DETAILS
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 STANDARD DETAILS
5 DT-02 STANDARD DETAILS
6 TC-01 TRAFFIC CONTROL PLAN
i
Know what's below.
Call before you dig.
AS -BUILT
BLD20180831
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE.•
BY
CITY ENGINEERING DIVISION
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
m � �
OZ
o�
y
o
U
W
a
Q
Z
o
0
0
ti
U
m
W
�
�
Q
�
rn
�go WASI�V l0
.d
36508
\NIONAL /
1'/2110
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE: SCALE:
AS NOTED AS NOTED
JOB NO:
17-039
SHEET:
SP-01
i w
SH T I OF