SFR ASBUILT-23730 104TH AVE W-BLD20171187.pdfSW 114, SEC 3, TWP 27N, RGE 3E, W.M.
RESTLAWN
SITE DEVELOPMENT PLANS
EX CB ' EX CB RIM 332.19
RIM 332.12 RIM 332.21 8" CMP lE 329.49 (S) 12" CMP lE 330.95 (S) EX CB
12" ADS (N) 12" CMP lE 329.31 (W)
12" ADS (W) 8" CMP lE 329.4TYPE 11-48"
1 (N) EX 333.08 RIM 333.52
15" ADS (E) - 12'-ZMP 1E 329.21 (E) I 12" ADS lE 328.96 (S)
- I 12" CMP IE 330.46 (W) N I
--LSD---Sp--- _ 8" CMP IE 330.58 (N)
�SD----SD----SD----SD----SD----SD---- - I --�- 237TH PL W
- - - - - - - ROLLED CURB o SD
\ \ EX CB
- - - - - - - - - - TYPE 11-48" 10' MIN LENGTH FOOTING
- - ----
��- - - _ --SB --- RIM 333.60 DRAIN DRYWELL
i ---- ---- S$--�-
-SD-- - - - - -�- - 12" ADS lE 326.90 W,N ��
-SD > -- � PP ---------------------------------I--------
SD- - -- -- _ _ _ ---- -----------
\ 24" PINE ONp - 332--- s� i! 20"1u1 E- -- -
�\ E `` -- - �\ 4" PVC 3034
> / 2 X/ST/ \ c� WOOD
OHP�RFMpV O�FR �/ \ \ DRAIN N ® I TING FENCE
FD\RFC 0 NE Tp �\ I 1. Oq MIN
/� ;4 7eD
CONCRETE WALK
! INSTALLED 20' X 10' X .22 -zz- GATE CONCREi
DEEP INFILTRATION DRY WELL \ OHp �� _
TRENCH \ i r----------
(SEE DETAIL ON SHT GN-01) \ \\ >>\\ - �-
I I
l INSTALLED 6" PERFORATED \ \ C 4" PVC 3034 SSC(
36" PINE / PVC OBSERVATION WELL ® \ ` �\ �- I ROOF DRAIN
{ @ 1.09' M/N lE 3.
1 / / CENTER OF DRY WELL LL
BUI
/ Q (SEE DETAIL ON SHT GN-01) \ `� �i FF PROPOSEDD BUI
2 >
NEW DRI VEWA Y
SURFACE MUST
NEA TLINE \ \ \� \ I D DRAIN TO CB 1 uNp
CB I
I
SAWCUT
I TYPE I
1 I I l DOWNTURNED ELBOW EXISTING \ - - -- -- - -
1 I ? ASPHALT
N=289578.59
I RIM 330.70 22 ASPHALT DRI VEWA Y 6
_
I � 4" lE 328.24 (IN-E) \
I /
(SEE TYP SECTION � � - `
/ ON SHT GN-01)
WHEELCHAIR RAMP
1/2" REBAR & CAP FC` "" "-
PLS "32032" INSTALLED 1" WATER METER
INSTALLED 1 PE 200 PSI
FROM WATER METER TO HOUSE
SEE SHT DT-01 FOR DETAILS
GAS VALVE (TRACER WIRE TO BE
INSTALLED WITH WATER LINE)
UTILITES SEPARATION NOTES:
1. MINIMUM 3FT SEPARATION REQUIRED
BETWEEN DRY & WET UTILITIES.
2. 1OFT SEPARATION REQUIRED
BETWEEN WATER & SEWER LINES.
J. 5FT SEPARA TION REQUIRED BETWEEN
WATER & STORM LINES
OLYMPIC VIEW WATER & SEWER DISTRICT STD
DWG NO. S-5 (SEE SHEET DT-01)
IE 328.0E
CONTRACTOR CONFIRMED DEPTH AND
LOCATION PRIOR TO CONSTRUCTION
(SSCO TO HAVE 12" CAST IRON
LAMPHOLE COVER WITH HEX BOLTS, TYP)
' I COMPLETED BY CONTRACTOR
II (SEE TYP HMA AND UTILITY PATCH
i I DETAIL E2.3 ON SHT DT-01)
6" lE 328.24 (OUT -NE) I N EX SSMH
� - - I M I 8/MPVC4/E2324.92 (NE)
I
1/2" REBAR &CAP FOUND I Q i 8" PVC /E 324.82 (S)
CAP ILLEGIBLE 188XX7 ; i I o �\ - �� - -
I---ss----ss--
/ 0I ; ' 238TH ST SW
POWER POLE W/ LUMINAIRE
EX CASED CONC MON 1/2"
ORNAMENTAL i I V I cnBRASS DOME DISK W/ "X"
i I I LAST 1/ISITED 8112114 HELD
CLUMP - o FOR ROTATION
I I I o 330 // / ,, I I ► 1
1 / / STOP S167*� I I I
1 I I
/ RESTLAWN MEMORIAL SIGN I I I I I I
III
I
EX CB I zo1
RIM 333.55 I
1 I 12" RCP lE 331.10 (E) _
4 I 8" PVC ELBOW /N 329.05 (N) I --SD-p
o I 1 8" PVC ELBOW OUT 329.05 (S) t o
EX CB
12M RCP lE 331.17 (W)
1 I I I I ICI 1
1 I Iz I l 1 I I I Q
I� I 1 I I Z
I 1 I 0 O
z
I'I CL
VIA`, 0 I
I / I
1 / I /
I o I /
5/8" REBAR AND-"' III
CAP FOUND 1 I i \\ /
CONSTRUCT ASPHALT RETURN /
1 / I I �� SEE TYP SECTION ON SHT GN-01 / MAPLE CLUMP
1
NEA TLINE /
SAWCUT r /
EXISTING
ASPHALT ----
40" MAPLE`
POWER POLE W/
LUMINAIRE LINES I - "-- -- - - - - -
GUY ANCHOR I /'40" PINE
/12" CHERRY
LINE
TYPE
AREA (SQUARE FEET)
1.
NON-REGULA TED
0
EXEMPT
REGULATED
2.
REPLACED
0
0
J.
NEW (POST 1977)
+
6,645
4.
TOTAL REGULATED /MPER WOUS AREA
=
6,645
5.
TOTAL AREA MITIGATED BY EXISTING STORMWA TER MANAGEMENT SYSTEM(S)
-
0
6.
REGULATED AREA NOT YET MI TIGA TED
=
6,645
7.
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
6,645
8.
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES
=
1 0
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVATIONS FOR HEIGHT CALCULATIONS.•
ELEVA TION A:
331.91
ELEVA TION B.
332 62
ELEVA TION C.
332 30
ELEVA TION D:
331.29
TOTAL: =
1,328.12
AVERAGE ORIGINAL GRADE (AOG) =
332.03
BUILDING FINISH FLOOR =
332 00
ROOF A T RIDGE =
350.40
ALLOWABLE BUILDING HEIGHT =
357.03
(332 03 + 25 FT)
UTILITY NOTE
ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED
UNDERGROUND.
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER
BMP T. 5.13.
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PORCH & WALK 2,065 SF
(ROOF LINE)
UNCOVERED PATIO AND WALK 1, 270 SF
UNCOVERED DRI VEWA Y 3,310 SF
TOTAL = 6,645 SF
104TH A VE W OVERLA Y NOTE
UTILITY PATCHES SHALL BE COMBINED AND FULL
WID TH OR HALF WID TH O VERLA Y IMLL BE REQUIRED
DEPENDING ON THE EXTENT OF DISTURBANCE.
WHERE UTILI TY PA TCHES FALL ENT7REL Y WI THIN ONE
TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE
CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES
EXTEND INTO BOTH TRAVEL LANES THEN A FULL
WIDTH OVERLAY IS REQUIRED.
CONSTRUCTION NOTE
APPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO
U77LII7ES OR FRONTAGE IMPROVEMENTS IN CITY
RIGHT -OF- WAY PER CITY STANDARDS 174A T IS
CAUSED OR OCCURS DURING THE PERMITTED
PROJECT.
RESTORATION NOTE
ALL FINAL RESTORA 17ON SHALL BE COMPLETED BY
174E CONTRACTOR NO 174E CITY OF EDMONDS
UTILITY PURVEYORS
-SS----SS-
WATER SUPPLY.•
OLYMPIC VIEW WATER & SEWER DISTRICT
425- 774- 7769
SANITARY SEWER:
OLYMPIC VIEW WATER & SEWER DISTRICT
425-774-7769
STORM SEWER:
CITY OF EDMONDS
425-771-0241
PHONE:
FRONTIER COMMUNICATIONS
425-263-4024
CONTACT' JEREMY FALLT
CABLE.-
COMCAST
425-244-5088
CON TACT.• JEFF BURNS
GAS.
PSE
888-225-5773
POWER:
SNOHOMISH COUNTY PUD NO. 1
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
STORM DRAINAGE NOTES
B LLA COO A RD L I
�_ 2207H ST
� ILJI
V
24 sr �
ALGONQUIN
PUGET SOUND - OAD10
o-
3 i - _ ST SW
I23 ND ST SW
WACHUSETT RD
LF
_ 4 _ -T - V
�S
-�J- _ 24077-1 Sr SW
U
242Nb ST W
- - Z- - 05TH STN-w--LL I_� f-
VICINITY MAP
NOT TO SCALE
N
SCALE. 1 " = 20'
0 10 20 40
LEGAL DESCRIPTION
TRACT L:
GARDEN OF MEDITATION IN RESTLAWN MEMORIAL GARDENS, AS PER PLAT
RECORDED IN VOLUME 45 OF PLATS, PAGES 51 AND 52, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON, AS REVISED PER RECORD OF SURVEY
FILED UNDER AFN 201411065005.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 104TH AVENUE WEST, PER THE RECORD
OF SURVEY, RECORDED UNDER AUDITOR'S FILE NUMBER (AFN)
200705215142.
BENCHMARK
3" BRASS DISK W/ PUNCH, LOCATED ON 196TH ST SW APPROX. 200' WEST
OF 76TH AVE W. ID# GP31524-77, DATUM EL: 414.43'
IBM: TOP OF RAILROAD SPIKE IN EAST SIDE OF POWER POLE,
ELEV= 337.53' LOCATED SOUTH OF SITE.
VERTICAL DATUM
NA VD 88
PROJECT TEAM
OWNER/APPLICANT
RESTLAWN MEMORIAL PARK CEMETERY
4055THAVE S
EDMONDS WA 98020
(425) 771-1234
CONTACT' JIM LETSON
SURVEYOR
ORCA LAND SURVEYING
3605 COLBY AVENUE
EVERETT, WA 98201
(425) 259-3400
EMAIL: SURVEYOR@ORCALSI.COM
CONTACT' JOANNE M. SWANSON
SITE DATA
SITE ADDRESS:
TAX PARCEL ID NUMBERS.'
SI TE ACREAGE.
•
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13TH AVE W, SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT: ROB L. LONG, PE
23730 104 TH A VE W
EDMONDS, WA 98020
00452700000500, 00452700000400
00452700000300
13, 000 SF (0.30 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 GENERAL DETAILS
AS -BUILT NOTE
AS -BUILT UTILITY INFORMATION PROVIDED BY CONMACTOf
AND/OR OWNER AND HAS NOT BEEN VERIFIED BY RAM
ENGINEERING, INC. FOR ACCURACY OR COMPLEDVESS.
IF 174E RIM TO INVERT OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE II CATCH BASIN WILL BE REQUIRED.
F0017NG DRAINS TO CONNECT TO DRY WELL TRENCH.
ALL STORM PIPES TO BE PVC OR APPROVED EQUAL.
Call 2 Working Days Before You Dig
11 Or 1-800-424-5555
Utilities Underground Location Center
AS -BUILT
BLD20-17-1,187
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA TE.-
BY
CITY ENGINEERING DI VISION
ENGINEERING, INC.
Civil Engineering I Land Planning
RAM
16531 13TH AVE W, SUITE Al08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
11121115
ROB L. LONG, PE
DRAWN BY
MIKE MORRIS
ISSUE DATE.SCALE.•
8128117 AS NOTED
JOB NO.
'16-039
SHEET.•
Sp- 01
SHT I OF 4