17039 Civil Plans 2018-09-11 As-Built.pdfLEGAL 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
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 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 77ONS 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 T
EB ��0I z IEB �I r
/
PROPOSED DRY UTILITIES I I EWER LATERAL TV dY THE CITY OF
�I � I DMONDS SEWER DE ARTMENT TO
N 89 °05'20" W 106. j2' ETERM/NE IF LINE AN BE USED. IF
ROM SSMH TO THEI PROPERTY LINE
in WOOD FENCE
4' GATE I r THE SEWER LATERAL WILL NEED TO BE
p \
REPAIRED/REPLACEDI.
------I FOOTING D AlN----GP---- p---- TP `
- I ---J I----- ----------�- ----- __ I B 00. GCONNECTED TO EX SAN SEWER SERVICE AND INSTALL
SCO @ END OF LINE PER CITY STD DETAIL SS-200.
BUILDING I 1 98.2 CONTRACTOR TO VEPFY LOCATION & INVERT PRIOR TO
SETBACK LINE I I It I I 5 09_ 11,3 II
1 �': FG ONSTRUCTION (SEE SHT DT-01 FOR DETAIL)
75' I I II f CONCRETE �a�e \ : I SCO TO HAVE 12" ICAST IRON LAMPHOLE COVER
\ I I INSTALLED 3 4" WATER SERVICE FROM MAIN TO I DRI0EWAY 5
/ I I I I \ TH 1/2" HEX BOLT, TYP)
METER WITH 3 4 WATER METER. INSTALL Q IM 99.0E
r \ I 1" PE (160 PSI) FROM WATER METER TO HOUSE. , 4G� I N.: I IE 94.0 I El MB
SEE SHEET TD-01 FOR DETAILS. (TRACER WIRE ..��
TO BE INSTALLED WITH WATER LINE) �g \
f T
FF 101.00
WM
/ l SSCO CONS
1I TRUCTED DRIVEWAY
\ I 1 PROPOSED HOUSE I RIM 101.0 II \ I 98.8 I APPROACH TO PROPERTY PER
26.91 11 /E 98.0' - i 8:89 \ I FG
�I MAIN FF 103.00 CITY OF EDMONDS STD DWG
- , TR-546 STD (SEE DETAIL ON
SHT DT-02
COVERED CO.NC. FG'2 - ---
` PORCH ------------ ---- \
/ I WALK. -'
3 I`
'� CC'NCRE;TE...."
O I TO
--�I 1 j
I i I I SAWCUT LINE
I
(TYP)
ci
4" PVC 3034 I I I a0
� I I FOOTING DRAIN 110' MIN LENGTH F TING �
x 1 \ 1 I ® 1.0q MINI DRAIN DRYWELL T CH
W/OBSER VA TION PlP
\
/ ---�- -�---_�---- ----- ----- -----I I �1 I I (PER TECH
\---------- - RECOMMENDA TIONS) I UNPLA TIED
I
\ / 4' GA TE
12 -4 PVC
- I 25' \ > III 3::
4" PVC
EXISTING 1 EXISTING GROUND ROOF DRAIN
ROCKERY CONTOUR (TYP)
TO REMAIN 0
\ \ P� PERFORATED STUB -OUT CONNECTION
4"VC Z e 1E 99.00 I I
WOOD �CE I (SEE DETAIL ON SHT DT-01) I CA TV
TlG 4/N�� I 4'1 1 I I EX STORM EA ENT I I I
\ \ \ \SS \ �,\\ /�� 11 TO CB �, 1 I SANITARY SE R EA EMENT
\ UTILITY EASE NT
W _Oyp_ 1 1 I I �= cal INGRESS/EGR S EASEMENT
\ \ \ \SS\ _,-'~� f� �� �3• I I < I I I (AFN 941213 01) I I O
\ N FX \ O6 -- ¢ I I I I o W -ANi' SIDEIaAt T IN 0 p CpNO S/ \ \ 1\ 11
COMPLIA E Wl \ �FK �Off'` I I I I
STANDARDS • HALLL BE ONp >
g6 REMOVED AND CONSTRUCTED \SS\ \ \� \I I I / 1 I I REMOVED EXISTING CUB I I
TO MEET ADA STANDARDS"--- \ \ Oyp� •� I 1 SIDEWALK & DR/VEWA CUT AS I I
70y \ \S \ \ ' / REQ D TO CONSTRUCT NEW CURB,
W S\ �\0 ;�/ ` �CATV SIGN
SD / GUTTER, SIDEWA4 K & ADA RAMP
R EXISTING \ \ \�p� '�.:.. • lrlJl
\ \ \�� I �D VERTIZZ
CAL v \SS\ \ 1�yy/..
W \\ CURB
Sp lGN// I I I I
/ I I
\\\\ \W\ SS\\
\ GN
T \ \ \ \\ \ W \ \ \ \SD\\ \ - W\ \ \S _ o�lag•°° I I (SIGN
\ \ \ _ EX CB _ I CONSTRUCT PARALLEL C RB RAMP B
T\ W \ -� TOP 98.39 p _ ��' I PER CITY OF EDMOND STD DWG TR-540� EX CB
SD\ - 8" CONC 1E ±95.99 (E) \ \ S �0N1 (SEE DETAILS ON SHT D -02) II � TOP 99.17
G\ W\ \�� \T\\ 6 C/. `Y W\ \\SD `\ 4» P�C lE 96.00NC 1E 8NWSNEW W\ S\` SD\\i\ ��OyP / I \ `\ 8" PVC 1E f9787 (N)
\ \\ \ q R \ \� \ ( )( ) EX PO
WERi \S I / 1 I 8" CONC 1E ±97. 62 (W)
\ \ \ \ \G \� \ T\ \ \ �\ \\ (ADJUST TOP TO NEW FINISHED GRADE) POLES TO I
Oyp� �-� \ \ \ \ W \ \ \`� \SD\ REMAIN
\\ W I S SD\ 0 \
W \ \S \ CONSTRUCT VERTICAL CURB I & SIDEWA \ 3 \ \ yP��\\
/ _� _ _ \ _\ _ \ \ O\ SSCu PER CITY OF EDMONDS STANDARD- .� S \S \
�i �ONP \ 8" \ W \G \ T \ \ \�\ \ \ h, \ \ \\ TR-520 & TT-531 W, S\ SO\ \ \\� GNP\ \`
D� ly\\ \ \\ �� \\ SpE DETAILS ON SHT DT-02) I \\ \\ ��J 0yp_
�0yP
�
W \\W SS\ �
� \ G\ 6y I \ \
\ \ \ EX CASED 4� \
\ \ \ CONCRETE \ \ \ \ \ \
ONP� \ iy� G\ �� \ Q \SD I \ MONUMENT WI TH W \ \ \
314 " 8 DISC 10+00.00
\ �ONP, \ W �\ G\ \ I \ W \S \_ i CLT OF PARK ROOWDOI\ A� -,SS \
\ T\ \ \ WITH "X" %Z1AR \ \
\ \ \� \ �\\ \ \ \ \ D\ \ \ I (DOWN-�
ONP\\W \\SS
A W_ \\\\ I \\\ \W\\ \SD SSCO \
otyp
W G\U) \ \ W \S \ \
WV
C' \\ \ \\----
\ \ I W SD 700_�
-`-- ONP \ \ T\ \ \ \ \ \ -
�\�\W
pp T\ WV
W W
\ \\W =\ \\
\� \\ \\ G\ \T WV
NIP
\\\ \ �� \ \ \W \\W\\ \\SD\
EX CBMH WM \ �� O ��\ --_SD-, �IW w
TOP 99.12 EX CBMH HP� \ \G\ \ \
12" CONC 1E ±95.12 (SE) TOP 98.34 I I \ \ D P9 27
\ \ \ \ \
-TO
12" CONC 1E f95.02 (E) 8 CONC 1E f96.14 (E) I Z Oyp\ \ \ \ EX B \ _
12" CONC 1E ±94.95 (W) 12" CONC lE f95.74 (NW) ' \ 8"COf97.47 \
N I BENCHMARK oyp� _ OW
EL 100.00 3
I / \oyp
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
1257. RETROFIT
0 SF
N.A.
1
\ �• EXISTING MAILBOXES TO BE
EXISTING REMOVED/RELOCATED. INSTALL
\ \ 5' CONC / �g• 36�MAILBOXES ON NEW STAND
\ \ SIDEWALK /FG. / 9 205, 9207, 9221)
9+26.14, 19.92' LT GUY ANCHOR
\ \ CONNECT TO EX CURB TO REMAIN ` / 1
& SIDEWALK l 1
5' MIN
97 75 FL 98.97
98.25 TBC 9 18 PP TO FG
� REMAIN �� MI
0 - _---
6.49
CONSTRUCT VERTICAL CURB & SIDEWALK 98.89 °o o°
PER CITY OF EDMONDS STANDARD DWGS ��� FG o°0000000°oo
TR-520 & TR-531 �, ��\ 98.82 FL I o°o o°o�
9+72.99, 29.76' LT
CONNECT TO EX CURB
99.05 FL
99.55 TBC
9+ 71.65, 27.41 ' LT
PT
OI (SEE DETAILS ON SHT DT-01)
DEX BAD ORDER/REPLACEMENT
�D
_ _ . 1,8y, _ ° � �
1 •� °
98.90 FL
99.40 TBC
O' POLE TO BE REMOVED BY
_
OTHERS
9+58.58, 19.83' LT
_ `
- 3.59
CONSTRUCT PARALLEL CURB RAMP (B)
PER CITY OF EDMONDS STD DWG TR-540
PC
q6=6029
21 "
(SEE DETAILS ON SHT OT-02)
98.55 FL
99.05 TBC
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'
iFTt
N
PUGET, D,R � T W_�
WEKAN� y -
J-
J 2oo
i
n4 ST W I
P_ ¢� 262_ND ST SW
TFFi
E OND ST I
BEL SL T
/... MAIN ST r MAIN ST �
�-Tr�LPL ST
DER S ` )
¢ ¢ ¢ w T r -- SI TE
- r
oHEMLOC WA�� 14TH �PL SW' 4
1 Ess ~� �216THs swl
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, SUI 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
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
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36508
\NIONAL /
>'/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 i+
SH T I OF