2_AVE_S-1021-SFR ASBUILT.pdfPINE S T
..........
_SD� SD- -SD
SD
EXIST7N,
FIRE HiDRANT
. ........... .......... .......... . ......
V
Cn
SE 114, NE 114., SEC 26, TWP 27N., RGE 3E, W.M.
102
S
2ND A VENUE -
SITE DEVELOPMENT PLANS
CONNECT NEW 6"PVC SIDE SEWER TO EX SEWER STUB
IF RE -USING EXIS77NG SEWER LATERAL FROM PROPERTY LINE TO CITY
MAIN): CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT.
O
CON TA C T EDMOND 'S SEWER DIVISION AT 425- 771- 0235
1E 64.J.±
(CON IRA C TOP TO VERIFY SS STUB IN VER T PRIOR TO CONSTRUCT ON)
EXISTING
6 PVC SIDE INSTALL 6" SANITARY SEWER HOUSE
SEWER 9 2.0% 0@ PROPERTY LINE PER
CC1TY
MIN SLOPE STD DWG NO. E6.2
J
(SEE SHEET TD-01)
(SSCO TO HA VE 12- CAST IRON
LAMPHOLE COVER WITH �"HEX
ORIGINAL
Cf)
EX 6
BOLTS, TYP)
LOT LINE
-is
SSCO SDCO I
.. . .... ...
71
Uj
RIM 70.51 N=296605.49
E= 1259986.73
I
� I
6" P VC* SIDE RIM 71.50 NEW PROPERTY LINE
SEWER @ 2.07. 5 1E 66.64 (IN- S) PER BOUNDARY LINE
MIN SLOPE 6 1E 66.64 (IN- W) ADJUSTMENT
OUTFALL I
co
U
4 1E 66. 81 (IN-E) N89.52'05"W
135. 00'
W1 RIP PAP PAD
GA TE w
N=296605.52
jlTYP
20'«_
:w.
E= 1259970,81
RIM 68.02
----- ---------------
7 =.<�.7 7777 -- 7 77777777777 ..
DS
------------ ('d
....... ..... ........ ...... ....... B
..... .......
6 1E 66.48: (OU T-E)
x.
Z
IN G
15,
SETBACK L CONC BLOCK (Ty P)
LINE (TYP) RETAINING W WALL—
OUTFALL 3
SSCO CONNECT FOOTING DRAIN DOWNSTREAM
WIRIP RAP,, PAD # 1E 71.50 OF DETENTION SYSTEM
CCIAERED
RIP PAP PD
(CONNECTION TO BE MADE WITHIN PRI VA TE PROPERTY) O
SET IN FL
4" PVC FOOTING
OF EX DITCH 9-6" 1.007. I DRAW 29 (MIN)
12"IE 66.50 56.8'
y
....... ... DS
1. omll�
COVERED,
CH I PORCH
. ...................... ........ . .....
TYPE H-48" ........... PROPOSED HOUSE
WIRESTRICTOR MAIN FF 75.50 .. . . . ............ -
N=296599.18 DS
E= 125998671
RIDGE 100.50
;
RIM 71.17 (75.50 + 25 FT)
30 - 1E 66.70 (IN -SE)
701.25 ALLOWED EXISTING GROUND
1E 66.70: (OU T-N) 6
(76.25 AEG + 25FT)
CONTOUR (TFP�
(SEE DETAIL ON ASPHALT 10N <> CA CONCRETIi .......................
SHT TD-00 DRIVE WA Y
CONSTRUCT ASPHALT
DRI VEW4 Y.W THIN R- 0- W
(PA VEMEN Jr. SECTION PER
CITY STD PLAN E2. 1)
(n
(A
C8 3
(A
TYPE I (A
WISOLID LOCKING LID
SET ON END OF
EX 12" CUL VER T
12- 1E 67.11 (IN-S)
12" 1E 67.1 h,
U)
gI
CS
O
O
Q)
EX MAILBOX ---------------------- <_ - - DS INS
TALL 3'X 3'DRYWELL WITH
TO BE DS TO 1-1 2 DRAIN ROCK REL OCA TED f < a I PROPOSED
FOR WALL DRAIN CONNEC770N
a
GA (3' MIN DEPTH)
TYP FENCE (TYP)
G- G G---- 0 '* : L';
L
EX PT'
TO REMAIN
. ...... .. .
EXISTING 5' N8951'45"W 135. 00'
C8 2 S TOPM WA TER
EASEMENT
N=2,96575.467 ... .... ....... . .... ... AFN 8808240264
TBM
E= 1260001.53
ll Li
RIM 72.00 . . .... .. ....
EXISTING c' C va L'k
4 " 1E 68.98 (IN -NE)
DPI VE WA Y EkS77NG
8- 1E 68.64 (OUT -NW)
NpUSE
........ . ....... ....... .30"AdW INSTALL 1" WATER SERVICE F0
.... ...... ...... ........ .
MAIN TO METER WITH7' WA TER METER
................V.:,....... . ... ......
ft Z'�
INSTALL 1- 112" PE (200 PSI)
FROM WATER METER TO HOUSE
SEE SHT TD-01 FOR DETAILS
(TRACER WIRE TO BE INSTALLED WITH
WATER LINE)
LINE
TYPE
AREA (SQUARE FEET)
1.
NON-REGULA TED
0
-::=REGULATED
EXEMPT
2.
REPL A CED
0
0
J.
NEW (POST 1977)
+
J, 500
4.
TOTAL REGULATED IMPERVIOUS AREA
=
3'500
5.
TOTAL AREA U177GA TED BY EXIS77NG STORMWA TER MANAGEMENT SYSTEM(S)
0
6.
REGULATED AREA NOT YET MI 77GA TED
=
3'500
7
AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
=
0
8.
AREA PROPOSED TO BE M177GATED THROUGH CONVEN77ONAL SWV TECHNIQUES,=
3'500
+
GARAGE.
FF 72.50
BUILDING HEIGHT
CALCULATIONS (AEG)
SPOT ELEVATIONS FOR HEIGHT CALCULA
77
ELEVA PON A.
74.00
ELEVA 77ON B.
77.32
ELEVA 77ON C.
ELEVA 77ON D;
78.34
75.35
TOTAL: =
A VERA GE ORIGINAL GRADE (A OQ)
305.01
= 76.25
TOP OF GARAGE SLAB =
72.50
ROOF A T RIDGE =
100.50
ALLOWABLE BUILDING HEIGHT =
101.25
(76.25 + 25 FT)
IMPERVIOUS AREAS
HOUSE+ COVERED DIW, PAT/0, PORCH & WALK 2,550 SF
(ROOF LINE)
UNCOVERED PA 770 AND WALK 50 SF
UNCOVERED DRI VEW4 Y 900 SE
TOTAL = 3,500 SF
LOT COVERAGE
LOT AREA: 9,735 SF
ALLOWABLE COVERAGE (35%) 3,407 SF
HOUSE, COVERED DECK AND GARAGE 2,204 SF
PER CEN T CO VERA GE 22.6%
SHEET INDEX
VICINITY MAP
NOT TO SCALE
ilk
SCALE. 1 = 10'
. . . . ............. ............ 0 5 10 20
1 SP-0 I SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & DETAILS
3 TP-01 CLEARING, GRADING & TESC PLAN
4 TD-01 GENERAL DETAILS
UTILITY NOTE
ALL NEW U77LI77ES ARE REQUIRED TO BE INSTALLED
UNDERGROUND.
I CONSTRUCTION NOTE
APPLICANT SHALL REPAIRIRELA CE ALL DAMAGE TO
U77LI71ES OR FRONTAGE IMPROVEMENTS IN CITY
RIGHT-OF-WAY PER CITY STANDARDS THATIS
CAUSED OR OCCURS DURING THE PERMITTED PROJECT
[STORM DRAINAGE NOTES
IF 774E RIM TO IN VER T OF ANY CATCH BASIN EXCEEDS
5 FEET A TYPE // CA TCH BASIN WILL BE REQUIRED.
F0077NG DRAINS TO CONNECT TO STORM DRAINAGE
SYSTEM DOWNSTREAM OF DETENT70N TANK OR
CON TRA C TOR MAY INSTALL AND CONNECT TO DRY WELL.
ALL STORM PIPES TO BE CPEP OR APPROVED EQUAL
UNLESS N07ED OTHERWISE.
LEGAL DESCRIPTION
LOT 1, CITY OF EDMOND SSHORTPLATNO. S-17-88, RECORDED UNDER
AUDITOR'S FILE NO. 8807200242, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON, BEING A PORTION OF LOT 2, BLOCK J, SOUTH PARK ADDITION TO
EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF
PLATS, PAGE(S) 13, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
RESTRICTIONS
1.) SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS,
RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING
SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY AS SET
FORTH ON CITY OF EDMONDS SHORT PL A T S- 23- 78, AFN 7808110250, AND
AS SET FORTH ON CITY OF EDMONDS SHORT PLAT S- 17- 88, AFN
8807200242.
2.) SUBJECT TO NOTICE OF EASEMENT AND THE TERMS AND COND177ONS
THEREOF, AFN 8807240264.
BENCHMARK
ORIGINATING BENCHMARK:
WGS NO. 2066. N.E. 114 CORNER OF SECTION 26-27-3
CASED, 2- IRON PIPE W1 LEAD & TACK VISITED: OCT 2015
EL. = 79.23
TEMPORARY BENCHMARK (TBM "A-)
FND R&C LOCATED IN THE SW PROPERTY CORNER
EL. = 71.84
DATUM: NA VD 88
PROJECT TEAM
OWNER/APPLICANT
SELECT HOMES
16531 13 TH AVENUE W. #A 107
LYNNWOOD, WASHINGTON 98037
(425) 742-6044
EMAIL: KAYLA.CLARKOOUTLOOK.COM
CCNTACT: KAYLA CLARK
UTILITY PURVEYORS
CIVIL ENGINEER
RAM ENGINEERING, INC.
16531 13 TH AVE W SUITE A 108
LYNNWOOD, WA 98037
(425) 678-6960
EMAIL:ROBLORAMENGINEERINGINC.COM
CONTACT.• ROB L. LONG, PE
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:
FR ON PER
425-263-4024
CONTACT.- JEREMYFALLT
CA&E.-
COMCAST
425-244-5088
CON TACT- 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
Call 2 Working Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
AS -BUILT
BLD2016-0019
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA 7E.
BY:
MY ENGINEERING DIVISION
P%AM
ENGINEERING, INC
Civil Engnieering / Land Planning
16531 13TH AVE W, SUITE Al 08
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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15 115117
ROB L. LONG, PE
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DRAWN BY.•
MIKE MORRIS
ISSUE DATE. SCALE.
116116 AS NOTED
JOB NO:
15-040
SHEET.•
SP-01
SHT 1 OF 4