217 9TH AVE S.PDFIIIIIIIIIIII
9931
217 9TH AVE S
I W.
STREET FILE
This T. 1. R. is submitted along with the three construction plans for the City of
Edmonds 2 lot short plat # S-2000-96 addressed as 911 Maple St for C P
Granger Construction, Inc. and is to comply with City of Edmonds Engineering
Division requirements found in the City's Planning Planning Division Findings,
Conclusions and Decision dated January 9, 2001. The submittal is also to
comply with the Edmonds Community Development Code(ECDC) and the
D.O.E. Surface Water Design Manual requirements.
Part I The Project Proposal
This short plat will clear all impervious surface - the two e)dsting* houses,
a garage and concrete slabs to provide two homes and new sidewalk along'the
Maple St frontage. Also the alley access at 9th Av S will be widened from 11'
to about 14' to provide better access. A portion of an e)dsting retaining wall on
the north side of the entrance at 9th Av is slightly into the IS' wide right-of-way
which reduces the entrance somewhat.
New water and sewer services will be installed to replace the old
services and the old sewer service line capped. The e)dsting fire hydrant on
the southeast corner of Maple and 9th is at a ma)dmum distance of 250' to the
front of the farthest house and is adequate in distance. A large detention pipe
will be installed on the.south side of the site along Maple St to pickup all
on -site roofs and pavement to prevent concentrated flows from leaving the site
and damaging adjacent properties. These storm flows will be dammed up in
the detention pipe and released at the release rate that occurred before
development. See Part III on the detention system safety factors.
Part.11 OffsIte Drainage Analysis
A general offsite analysis was done in the field on February 21, 2001 to
determine the direction of flow from the site and the distance from site to
stream - if it joins a stream.
Each manhole cover was popped from the crossing of 9th Av S at Shall
Creek going south to the site on the basis that flow comes to the creek and
looking for any, diversion from this trajectory. Accorging to the USGS Quad an
approximate cover over the creek is 55' to 70' and 9th Av going south rises to
Main St, dips about 4' going south to Dayton and rises another 30' to the site.
At a CB manhole on the southeast corner of Bell St a number of green
painted arrows on the pavement have been set by others to indicate the
direction of storm flow. The removed manhole cover at the southeast corner of
9th and Edmonds shows flow turning to go northwest. Because of this it is
believed that the 18"CP storm trunk goes northwest and then north through a
backyard to Shell creek. The trunkline is believed to go south from the creek
up to Edmonds, then through this backyard on the west side of 9th into Bell
Street on the east side of 9th Av. From the Bell St right-of-way it turns
southeast to the east side of 9th Av and then due south along the east side of
9th Av to the site and on south..
At Maple St. a dead end CB(typel) picks up all the drainage coming a
block and a half west to this C13 and into an 8"CP which joins directly into the
subject storm trunk without a manhole to maintain the junction. There was no
indication. of a manhole cover in the pavement at this location. There has been
some rain over the last week, about 0.25" and the drain was filled to about 10%
of capacity. AJI along the trunk no diversions "refound and so to conclude,
all drainage from about the 220th St Snohomish County grid north to the site
and past from 9th Av for about 2 blocks drains into this system, an area of
about 50 acres. Because a number of intersecting eastmest streets intercept
flows like Maple St, the site is protected from large sheet flows. Approximately
a half acre sheet flows onto the site -from the southeast to the northwest comer
at the alley(Maple Way) . No streams or symles are found on site and the site
slopes from southeast corner to the northwest corner at about a 5% slope.
This proposal will provide a storm drain/detention system for the two
new houses and pick up 80% of the sites area and drain into the proposed -
detention system before it is released at the existing or less release rate at the
southwest comer of the site at a type 1 CB Mich goes due west to the above
noted storm trunk and then north to Shell Creek in more than 1200' or a quarter
mile. The maximum onsite concentrated flow of 0.17cfs will be released at the,
existing rate of 0.10 ds over a longer period of time. See Appendix A, pagel.
Part III Short plat Detention design Calculations
Impervious Area Calculations:
A calculation of the actual impervious surfaces for both existing.and
developed conditions to determine the 2, 10 and 100 year -24 hr storm
hydrographs is shown in the Hydrograph Input Table in the Appendix B, pagel.
Existing- conditions:
Page 2 of Appendix B shows the City ordinance requirement for the
existing conditions curve number, that is to make all impervious surface for
redevelopment - in this case all impervious surface is to be removed - as
Meadows or Second growth forest. Here the pervious area is really more like
meadows; therefore, the Cn is 85 as used.' A lot of the impervious areas of the
houses and driveways were determined by Autocad. Also on this table the
slope and data for time of flow is shown for existing conditions and calculated
by Lotus 1-2-3 spreadsheet. The curve number of Cn of 98 and 85
respectively are for impervious and meadows. After development the Cn rises
to 90 for 50 to 75% grass on this type C soil.
The Appendix B, page 1 table shows that the dfference between the old
impervious surface and the new is only 603 sf. Whereas in the existing�
conditions the impervious surface ran off into the existing grass and was most
likely infiltrated; the new requirements requires this detention system to collect
the concentrated water and detain it and release at a lower rate to the.storm
drain system; namely at the existing release rate if the sight was totally
meadows. This creates a safety factor of almost 3 since even a 100 year storm
year storm on the additional impervious surface amounts to 603 SF at 3" of
rain in 24 hours requiring a volume of 150 cu ft. The implied condition of going
meadows to 4946 sf of impervious surface requires a detention volume of 396
cu ft - see page 6 of Appendix A.
. For the existing condition of meadows the longest route that water
travels on site and the longest time water travels is from the southeast comer
of site to the middle of the west property line which fronts on 9th Av; going as
sheet flow for 142.8 feet at 5.32% slope. The actual flow time as shown on
page 1 of Appendix A is. 28 minutes which is reasonable for 143 feet of sheet
flow to cross the site. The Waterworks software determines the various peaL-
storms on site by creating six hydrographs - See page I of Appendix A. The
Waterworks calculations shows that the maximum peak increase from this site
in storm flow to be about 0.07 ds for the 100 year-24 hour between Basin
131 00dev and B100ex which is not much flow increase.
Developed Conditions:
The minimum standard time of 10 minutes time was used for
concentration of flow.from the developed site since the project site will have a
more impervious area and developed flows will be concentrating much faster
3
than in the.existing conditions. With the minimum time the hydrograph for the
developed conditions is maximum and will provide the greatest possible
difference and amount of storm flow to be detained. This will protect the
existing downstream structures and steam to a much greater degree.
For the calculation of detention DHA used 30" diameter pipe; therefore,
the 107'of 30" diameter pipe provides 490 cu. ft. This length is sufficient to
provide the 396 ft required to store the 2, 10 and 100 year storms and is shown
on page 6 of Appendix A.
The detention pipe was reduced in length since the manholes create
detention volume which is not calculated in the Waterworks software. The
upstream manhole alone creates 1.64' of vertical storage in the 48" diameter
manholes used. This is approximately 3' of depth when both manholes are
used. Asa result 3' of 48" pipe(manhole) is equal to 9' and more of 30" pipe;
so, 9'was taken off 116 lineal feet of pipe shown oripage 4 of AppendixA to
make the 107' of pipe shown on the construction plan.
Waterworks Printouts:
A. Detention Design Calculations page 1 -6
B. Hydrograph Input Tables
P2:0101FtFrr.LVW 2FAMAI
page 1, 2
2/20/01 2: 2: 0 pm
Dean Hough & Associates
page 1
CITY OF EDMONDS S/P#2000-62:C P GRANGER
ADDRESS: 911 MAPLE ST
APPENDIX A:DETENTION
CALCULATIONS:2-100Y
BASIN SUMMARY
pin (,j4u(
BASIN ID: B100DEV
NAME: BASIN B 100 YR-24HR DEV
SCS METHODOLOGY
)COND
TOTAL AREA ....... :
0.32 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA 'PERV
IMP
PRECIPITATION .... :
3.00 inches AREA..: 0.32 Ac
0.00 Acres
TIME INTERVAL .... :
10.00 min CN .... : 92.87
0.00
TC .... : 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.17 cfs
VOL: 0.06 Ac-ft TIME: 500 min
BASIN ID: B100EX
NAME: BASIN B 100 YR-24HR EX. COND.
SCS METHODOLOGY
TOTAL AREA ....... :
0.32 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA I PERV
IMP
PRECIPITATION .... :
3.00 inches AREA..: 0.32 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min CN .... 85.00
0-00
TC .... 28.20 min
0.00 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 142.80 ns:0.4000 p2yr: 1.50 s:0.0532
PEAK RATE: 0.10 cfs VOL: 0.04 Ac-ft TIME: 510 min
BASIN ID: BIOD NAME: BASIN B 10 YR-24HR DEV COND
SCS METHODOLOGY
TOTAL AREA ....... : 0.32 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : TYPElA PERV
PRECIPITATION .... : 2.00 inches AREA..: 0.32 Acres
TIME INTERVAL .... : 10.00 min CN .... : 92.87
TC .... : 10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.10 cfs VOL: 0.03 Ac-ft TIME: 500 min
BASIN ID: B10EX
SCS METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION.....:
TIME INTERVAL.... :
NAME: BASIN B 10 YR-24HR EX. COND.
0.32 Acres
TYPElA
2.00 inches
10.00 min
BASEFLOWS:
AREA. . :
CN .... :
TC.... :
0.00 cfs
PERV
0.32 Acres
85.00
28.20 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 142.80 ns:0.4000 p2yr: 1.50 s:0.0532
PEAK RATE: .0,..0.4 CfS, VOL: 0.02 Ac-ft TIME: 510 min
0161 (0,3v
0 lk-
0
ry
IMP
0.00 Acres
0.00
0.00 min
IMP
0.00 Acres
0.00
0.00 min
2/20/01 2:2:0 pm
Dean Hough & Associates
page 2
CITY OF EDMONDS S/P#2000-62:C P GRANGER
ADDRESS: 911 MAPLE ST
APPENDIX A:DETENTION
CALCULATIONS:2-100Y
BASIN
SUMMARY
BASIN ID: B2DEV
NAME: BASIN
B 2 YR-24HR DEV COND
SCS METHODOLOGY
TOTAL AREA ....... :
0.32 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
1.50 inches
AREA..: 0.32 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN .... : 92.87
0.00
TC .... : 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.06 cfs
VOL: 0.02
Ac-ft. TIME: 500 min
j
v
BASIN ID: B2EX
NAME: BASIN
B 2 YR-24HR EX. COND.
SCS METHODOLOGY.
TOTAL AREA ....... :
0.32 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPElA
PERV
IMP
PRECIPITATION .... :
1.50 inches
AREA..: 0.32 Acres
0.00 Acres
TIME INTERVAL .... :
10.00 min
CN .... : 85.00
0.00
TC .... : 28.20 min
0.00 min
ABSTRACTION COEFF:
0.20
TcReach - Sheet L:
142.80 ns:0.4000
p2yr: 1.50 s:0.0532
PEAK RATE: 0.02 cfs
VOL: 0.01
Ac-ft TIME: 520 min
2/20/01 2:2:0 pm Dean Hough & ASsociates page 3
CITY OF EDMONDS S/P#2000-62:C P GRANGER
ADDRESS: 911 MAPLE ST
APPENDIX A:DETENTION CALCULATIONS:2-100Y
HYDROGRAPH SUMMARY
PEAK TIME
VOLUME
HYD RUNOFF OF
OF
Contrib
NUM RATE PEAK
HYDRO
Area
cfs /min
cf\AcFt
Acres
1 0.018' X30
950 cf
0.32
2 0.041��560
1447 cf
0.32
3 0.097 530
2490 cf
0.32
2-/20/01 2: 2: 0 pm. Dean Hough & Associates . . page 4
CITY OF EDMONDS S/P#2000-62:C P GRANGER
ADDRESS: 911 MAPLE ST
APPENDIX A:DETENTION CALCULATIONS:2-100Y
STORAGE STRUCTURE LIST
UNDERGROUND PIPE ID No. S1
Description: STORAGE UNIT, S1 tl�
Diameter: 2.50 ft. Length: 116.00 ft.
Slope ... : 0.0000 ft/ft upstr: dnstr:
V20/01 2: 2: 1 pm Dean Hough & Associates page
CITY OF EDMONDS S/P#2000-62:C P GRANGER
ADDRESS: 911 MAPLE ST
APPENDIX A:DETENTION C-ALCULATIONS:2-100Y
DISCHARGE STRUCTURE LIST
MULTIPLE ORIFICE ID No. 01
Description: ORIFICE STRUCTURE, 01
Outlet Elev: 247.00
Elev: 245.00 ft Orifice Diameter: 0.8643 in.
Elev: 247.90 ft Orifice 2 Diameter: 1.2�627 in.
Elev: 248.20 ft Orifice 3 Diameter: 1.3770 in.
2Y201.01 2:2:3 pm
Dean Hough & Associates page 6
CITY
OF EDMONDS S/P#2000-62:C P
GRANGER
ADDRESS: 911 MAPLE
ST-
APPENDIX A:DETENTION CALCULATIONS:2-100Y
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PHAK-> OUTFLOW
STORAGE
< -------- DESCRIPTION --------- >
(cfS) ( fs) -id- <-STAGE> id (cfs)
VOL (cf)
2YR STORM DESIGN .............
0.02 0.06 Sl 01 247.83 1 0.02
165.27 cf
10YR STORM DESIGN ............
0.04 0.10 01 248.11 2 0.04
244.02 cf
100YR STORM DESIGN ...........
0.10 0.17 Sl 01 248.64 3 0.10
396.00 cf
DEAN HOUGH & ASSOCIATES
17-Feb-01
HYDROGRAPH IMPUT CALCULATION TABLE' 0 P Granger 2 lot Short PIM In Chy Of EdMonift
ADDRE88: 911 Maple at
IMPERVIOUSIPERVIOUS AREA CALCULATIONIII: DEVELOPED CONDITIONS
nfb%fFWAY IMARACIF
win
Duo IV 9 AL ww-cmv. 016"WALIM - lrcw
low
4UU
Oulu
AREA DESCRIPTON/REMARKS
4EW S/W
TOTAL IMPERV. SURFACE 4W SQ FT.- 0.114 ACRES LENGTH WIDTH TOTAL AREA
TOTAL PERVIOUS SURFACE - PROJECT AREA - IMPERV SURFACE - 02M AC. PROJECT AREA (SO 119.88 loo-a F—imneo so FT - 0.302 ACRES
1 LENGTH 1 WIDTH 1 TOTAL 6w—
EX SNY- 1 1201 51 owl TOTALLOT - PROU. AREA+ SINVAREA-. 13773.8 SOFT - 0.316 ACRES
IMPERVIOUSiPERVICIIIIII AREA CALCULATIONS: EXISTING CONDITIONS
nRFLfFwAv �-AIMA�w
Kn- OW 7-TV
ffw-77 MOM
TOTAL IMPERV. SURFACE - 4343.34 SO FT.- 0.100 ACRES
TOTAL PERVIOIUS SURFACE - PROJECT AREA - IMPERV SURFACE - 0218 AC.
L2 - 1.5- LIO - 20 LIQ0- 3.(r
TIME OF CONCENTRATION: USE FOLLOVY1140 PARAMETERS
FLOVV TYPE LENGTH LUG ELEV. DIS ELEV SLOPE SURFACE TYPE
ISHEET 1 142.81 25821 248.61 * 0.053212nd Or. For"
Hydn220.1231
'"113.04
12W.8
AREA DESCRIPTON/REMAWS
Lar" house
Snvg house
com. dwy
Com. walk
Cam. Pad
Wood shed
COMPOSITE On CALCULATIONS: For mdaft condftlons
On -
81 FOR SURFACE TYPE: 2ND GROWTH FOREST AREA OF SURFACE:
0216 ACRES
Cn -
80 FOR SURFACE TYPE. 75%+ GRASSED AREA AREA OF SURFACE.
ACRES
On
98 FOR SURF ASPHALT PAVING, ROOFS: AREA OF SURFACE!
0.100 ACRES
On - ((Ch1XAREA-"C4MAREA_2B/PR0JECT AREA
cn. 88.36
COMPOSITE On CALCUIATIONS: For developed candftkxn
On:
81 FOR SURFACE TYPE: 2ND GROWTH FOREST AREA OF SURFACE:
On
90 FOR SURFACE TYPE: 50-75% GRASSED AREA AREA OF SURFACE:
02D3 ACRES
Cn
98 FOR SURF. ASPHALT PAVING, ROOFS: AREA OF SURFACE:
0. 114 ACRES
On - f(CnIXAREkl)+(CaXAREA_2))PRCLIECT AREA -
On. 92.87
L
DEAN HOUGH & ASSOCIATES
20-Feb-01
HYDROGRAPH IIWUT CALCULATION TA13LE: C P Granger 2 lot ShW Plat In City of Edmonds
ADDRESS: Oil Maple St
IMPERVIOUSWERVIOUB AREA CALCULATIONS: DEVELOPED CONDITIONS
141711 JRF npftir-wAv nAcAt-w ul*el
logo
qw
ow
AREA DESCRIPTON/REMARKS
TOTAL iMPERV. SURFACE - 49Q SQ FT.- 0.114 ACRES LENGTH WIDTH 'OTAL AREA
TOTAL PERVIOUS SURFACE - PROJECT AREA - IMPERV SURFACE 0.203 AC. PROJECT AREA (SO F 119.98 109.8 SO FT = 0.302 ACRES
I LENGTH I WIDTH rOTALMg�
Ex S/Wb 1201 51 Boo[ TOTAL LOT = PROL AREA + SNY AREA - 13773.8 SQ FT = 0.316 ACRES
MWERVIOUSIPERVIOUS AREA CALCULATIONS: EXISTING CONDITIONS
HOUSE DRR/FWAV (%-APAf'-P
Off N-Y, z
w
AREA DESCRIPTOKIREMARKS
Laroe house
Smell house
GWW
Cam. dft
Conc. Mk
Cam. pad
Wood shed
0
TOTALIMPERV.SURFACE= 0 SQ Fr.= 0.000 ACRES
COMPOSITE Cn CALCULATIONS: For eAsting condtIons
TOTAL PERVIOUS SURFACE - PROJECT AREA - IMPERV SURFACE 0.316 AC.
Cn-,
85 FOR SURFACE TYPE: 2ND GROWTH FORES AREA OF SURFACE:
0.318 ACRES
On =
88 FOR SURFACE TYPE: 75%+ GRASSED AREA AREA OF SURFACE:
ACRES
Cn =
9a FOR SURF ASPHALT PAVING, ROOFS: AREA OF SURFACE:
0.000 ACRES
1_�2 = 1.5" L10 2.Cr 1100= 3.Cr
Cn = f(CnIXAkREAL1)+(Cn2XAREA_2)YMOJECr AREA
Cn = 85.00
TIME OF CONCENTRATION: USE FOLLOWING PARAMETERS
FLON TYPE LENGTH U/S ELEV. DfS ELEV SLOPE SURFACE TYPE
COMPOSITE Cn CALCULATIONS: For developed condrdons
ISHEET 1 142.81 256.21 2411.61 0.053212rid Gr.
Cn-
81 FOR SURFACE TYPE:2ND GROWTH FORES AREA OF SURFACE:
I I I I I I
Cn -
90 FOR SURFACE TYPE: 50-75% GRASSED ARE AREA OF SURFACE:
0.203 ACRES
I
ISHALLOW1 I I I
Cn-
98 FOR SURF ASPHALT PAVING. ROOFS: AREA OF SURFACE:
0.114 ACRES
Cn = i(CnIXAREA_1)+(CraMREA,2)YMOJF-CT AREA
Cn= 92.87
PREMIX B PAGE 2
Hydn101.1231
.' -- t.
1 �Z�65
RETURN TO:
GARY S. COOPER, CONSULTANT
23632 HIGHWAY 99, SUITE F-519
EDMONDS, WA 98026
NO EXCISE TAX
REQUIRED
OCT 0 8 2001
BOB 0ANTIN11, 50OW111511 uOunly freasurai
oy
llilillililillilillilIIIIIIIIIIIN 1 111111111 RECEIVED
0awliO0900204, P)o 11111 11111 1111
g 0110090020
10/09/2001 09:34 AM Snohomish OCT 1 o 2001
P-0004 RECORDED County PERMIT OOUNTER
TITLE: DRAINAGE AND UTILITIES EASEMENT
NAME: 1__C..P.. GRANGER- CONSTRUCTION, _INC. J
NAME: C-..P. -GRAN.GE.R C0-NSTRUCTION,- INC.
LEGAL: LOTS 371 38 39,40 BL .69, PLAT OF EPMO�NDS.
ASSESSORS PARCEL NO. F'o q -3 -/z- — 0 to (i cj ? - 0 1 o c, 2-
DECLARATION OF EASEMENT
AND
MAINTENANCE AGREEMENT
THE GRANTORS C.P. GRANGER CONSTRUCTION, INC. For and in
Consideration of mutual benefits to be derived, convey and grant unto
C.P. GRANGER CONSTRUCTION, INC. — An easement for the uses and
Purposes hereinafter described, for the benefit of the benefited lands hereinafter described:
BENEFITED LANDS
The lands intended to be benefited by this agreement are described as follows:
LOTS 37, 38, 39 AND 40, BLOCK 69, PLAT OF EDMONDS, RECORDED IN VOLUME 2 OF PLATS, PAGE 39,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE SOUTH HALF THEREOF.
BURDENED LANDS
Lands burdened by the easement herein created are described as follows:
THE SOUTH HALF OF LOTS 37, 38, 39 AND 40, BLOCK 69, PLAT OF EDMONDS, RECORDED IN VOLUME
2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EASEMENT
An easement is hereby established over the burdened properties for the purpose hereinafter mentioned,
legally described as follows:
THE WEST 26 FEET THE SOUTH HALF OF LOTS 37, 38, 39 AND 40, BLOCK 69, PLAT OF EDMONDS,
RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE SOUTH HALF THEREOF.
"'t � r-T
RER FILE
STREET FILE
Document2 Page I of 2
PURPOSE AND MAINTENANCE OF EASEMENT
The purpose for which this easement is granted is for drainage and utilities. The maintenance of said
easement shall be maintained and kept in a condition that permits adequate usage. The costs of
maintaining said easement are to be shared equally by the benefited lands and the burdened lands.
THIS AGREEMENT SHALL BE BINDING UPON THESE PARTIES AND ASSIGNS, SUCESSORS IN INTEREST,
HEIRS, EXECUTORS AND ADMINISTRATORS FOR ALL TIME.
IN WITNESS WHEREOF, THE PARTIES HERE -TO HAVE SET THEIR HANDS THIS
9TH DAY OF OCTOBER 2001
Document2 Page 2 of 2
State of Washington
Iss.
County of Snohomish
I certify that I know or have satisfactory evidence that CARY P. GRANGER is the person who
appeared before me, and said person acknowledged that he signed this instrument, on oath stated
that he/she was authorized to execute the instrument and acknowledged it as the PRESIDENT of C.P.
GRANGER CONSTRUCTION, INC. to be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
Dated:
I'V OJTAI;`�I'
PUF
otary Public in r the SVete 'f Washington
isiding at
ly appointment expires
40
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STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER CALC BY:
—PO -)Z� �2-11 PHONE:
ADDRESS T v - I
q�,
DATE:
*****DESIGN DATA*****
IMPE AREA PIPE DIA PIPE LG ORIFICE
NVIOUS
2,V1 2-0'
DETENTION PIPE LENGTH LOCKING LID
FINISHED G (TYPICAL)
t
' MINIMUM
M
TI HTL A N
TIGHTLI E 6*A2R&P1R0A1NCfOP OF
CCN(
.5% TO 1% SLOPE CONC BOX OR RISER
------;O_DUTLET
LF
CUTLET CONTROL
MIN,
UPPER CATCH BASIN 'ORIFICE
CONTROL CATCH BASIN
RECEUVED
e
rL. SYSTEM CROSS SECTION
FILE
ISTIR'ILEC AUG * 2 1 2001
DEVELOPMENT SERVICES CTR.
2'X2'X6' DEEP, 4-6' SPALLS OR EOUAL CITY OF EDMONDS
FROM CONTROL CD 2'X 2'X 3' DEEP.� 3/4' CRUSHED ROCK EXISTING GRADE
EXISTING GRA 'E
P:
FROM CONTROL OUTLET WASHED ROCK
E R(
I TF ZENC
3U L B� MIN 10' LONG.
P PERF
ERF PIPE TO LEVEL
PERF PIPE W/ END CAPS
RENCH SHALL BE LINED WITH MIRAF?
RIARAP OUTLET PRIOR TO PLACEMENT OF WASHED DRAIN ROCK
RUNOFF SPREADER -TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETEN �N SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
VED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
DAI�
/
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be . ept open at all times. I
FA
OWNER
CP Granger Construction
PO Box 27145
Seattle, WA 98125
CONTACT
Julie LeDoux/meiissa Voter
PO Box 795
Snohomish, WA 98291
LOT COVERAGE CALCS
Lot Area: 6585
COV'd Area: 2222
Cov"d Area/LOt Area: 33.7%
PROPOSED
House/Garage: 1420
Drive/PorCh: 802
Total: 2222
LEGAL DESCRIPTION
Lotl,SHSP#
Snohomish CO., WA
.HOUSE ELEVATIONS
A: 250.25
8: 250.50
C: 252.25
D: 251.50
1004.5/4= 252.625'- avg. Oldg grade
+25 ht. limit
276.125 - max ht. Allowed
275.83 < 277.625
actual allowed
GARAGE ELEVATIONS
A:
252.25
8:
252.50
C:
253.00
D:
252.75
1010-5/4 = > 252.625 - avg. bldg grade
IP-" ht. Limit
27�.625 - max ht. Allowed
264.33 < 277.625
actual allowed
lk
-�% Kom_lp
WATER A SWER Aw"V'a 4. f-
INSPECTI S EQD Tw
CALL 425-7 20 EXT. 1326
t
5'_ A _1
Ad
. 'XPOSED SURFACES To
BEzICOVERED W,,,,, 2 DAyS
GRADING CALCS
Total Cut: 78.8 Max Depth: 1.5'
Total Fill: 78.8 Max Depth: 1, Uj
.j P. E � IV
UL. AUG 2 1 21301
DEVELOPMENT S;iRviCES CTR.
CITY OF EDMONDS
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OWNER
CP Granger construction
PO BOX 27145
Seattle, WA 98125
CONTACT
'ulie LeDoux/meiissa voter
PO Box 795
Snohomish, WA 98291
LOT COVERAGE CALCS
Lot Area: 6585
Cov'd Area: 2222
Cov'd Area/LOt Area: 33.7%
PROPOSED
go-use/Garage: 1420
Drive/PorCh: 802
Total: 2222
LEGAL DESCRIPTION
L�TF Ti�S_HSP#
Snohomish CO., WA
HOUSE ELEVATIONS
.25
250.50
C: 252.25
D: 251.50
10104-5/4 = 252.625' - avg. bldg grade
+25 ht. limit
276.125 - max ht. Allowed
275.83 < 277.625
actual allowed
GARAGE ELEVATIONS
A:
252.25
B:
252.50
C:
253.00
D:
252.75
1010.5/4= >252.625 -avg. bldg grade
� 1 �5 -r2f ht. Limit
-9;; �.7 maX ht. Allowed
264.33 < _ZF. M _7*
actual allowed
0)1
Sk
ROC,<ER 'I 71Y
51-01.
�NAL<
y .
GRADING CALCS 4 C I I � 41
Total Cut: .8 Max Depth: 1.5'
Total Fill: 78.8 Max Depth: 1,
ZONE
SETBACKS:
FRONT
SIDE
REAR
F151-01. V I nE--n
_BLAC,<T0F HEIGHT
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OWNER
CP Granger Construction
PO BOX 27145
Seattle, WA 98125
CONTACT
Tu-lieLeDoux/meiissa voter
PO Box 795
Snohomish, WA 98291
LOT COVERAGE CALCS
Lot Area: 6585
Cov'd Area: 2222
Cov'd Area/LOt Area: 33.7%
PROPOSED
House/Garage: 1420
Drive/Porch: 802
Total: 2222
LEGAL DESCRIPTION
Lot 1, §H_SP#
Snohomish Co., WA
HOUSE ELEVATIONS
A: 250.25
B: 250.50
C: 252.25
D: 251.50
1004.5/4= 252.625'- avg. bIdg grade
+25 ht. limit
276.125 - max ht. Allowed
275.83 < 277.625
actual allowed
GARAGE ELEVATIONS
A: 252.25
8: 252.50
C: 253.00
D: 252.75
1010.5/4 = > 252.625 - avg. bIdg grade
57 **cM ht. Limit
2917. 5 - max ht. Allowed
264.33 < 27-7-M jO Jg'7. ( p.X5
actual allowed
AGRADING CALCS ' .4.
Total Cut: if
Total Fill: _4i8
Uj
<>
C-
4-1
IF=
�NAL<
'4� mm�*
Max Depth: 1.5'
Max -Depth: 11
151-01,
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MAIN: 251.55'
UPPER: 261.25'
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AUG 2 1 2001 El
DEVELOPMENT SERVICES CTR.
C!Ty OF EDMONDS
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PLANNING DATA
NAME4,�a_A o
SITE ADDRESS:_.4
PROJECT DESCRI
REDUCED SITE PLAN PROVIDED?:151L/ No)
MAP PAGE: 3- 0 r4 CORNER LOT: %—Qb
- Pa_ 0 1
FLAG LOT: (Yes
ZONING: "— Co CRITICAL AREAS DETERMINATION #:.00- I Q_-'S
Study Required:
Waiver
U Conditional Waiver
SEPA DETERMINATION:
13 Fee
Q Checklist
U APO list w/ notari,ed form
CH
1_J (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
W Exempt
SETBACKS:
Required Setbacks: I I
Street: 20 ' Left Side: Right Slde:c_� Rear:
Actual SetbasKs!!�a
. Street: ft' Left Side: 22R5� Right Side- Rear:
Street map checked for additional setback required? �e/ No / DNA)
23 DETACHED STRUCTURES:C�a Z*i'q C.� q-
L3 ROCKERIES:
El FENCESi1'i__
. §L L �IS E S
L3 BAY WINDOWS / PROJECTING MODULATION:
Q STAIRS/ DECKS:
PARKING: Required: 2— Actual: ')L
LOT AREA: (Dz? n
LOT COVERAGE
Calculations: r4r.""_T_- lWo I C? &A -
BUILDING HEIGHT:
Datum PoInt:E;_-- i-:Ic� NA-60 i. rVr �2�m rj2LL�'Datum Elevation:
MaximumAllowed: Actual Height:
A.D.U. CREATED7. (No / Yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes /
Plan Review By.-
NewBPP1anningDataFonn.D0C
STREET FILF
PERMIT NO: 950,
City of Edmonds.,
PERMIT EXPIRES
SIDE SEWER PERMIT .
Address of Construction .: --7-. 17
Property Tax Account Parcel No. 41 5
Attach copies of all access and utility easements
Owner and/or Contractor: C_
Contractor License #:
.07�7000 t
- i�� Verified and Approved by
0 -r/ Building Permit
00�
(ingle Family Invasion into City *Right -of Way: El Yes� SR'No
S
Multi -Family (No. of Units *R.W Construction Permit #
E] Commercial (No. of Units Cross other "Private Property; .&?Yes El No
0 Public
d5ta)Plepg�ild escri pt ion and copy of recorded easement.
6�Nr/Contradtor
OwneFOlor contractor signature and acknowledgement statement: Dat'e
By. signing for this -permit I certify that'l have read the City's public handout. entitled,
ide Sewer Specifications, and shall comply with all'City requirements outlined; therein.
2 CALL DIAL -A -DIG (1-800-414'-5.555):BEFORE ANY EXCAVATION- 9
.2 FOR INSPECTION GkLL. 425-771-0220 extensionrIj
24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS
I ITT' .......
7 .77: ..... . . .... .
.... . FOR OFFICE USE ONLY
..... . . . .......
....... .... .. ......
. ...... e7
Permit Fee $ --'Repair Fee.$ Issued -By
Trunk Charges Date Issued:
$ Recei
Assessment Fee pt No: .1&7
'City Permit Surcharge Fee $5.00 Total Fees Paid
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION'WHEN
INSPECTOR ARRIM A $45 R.E-INSPECTION FEE WILL BE. CHARGED.
Job'Site Ready Y.ES NO Date: Initial.: -
Partial Inspection: -Date: Initial:
Partial Inspection: Date: Initial:
a E]
FINAL INSPECTION APPROVED: Date: i __M4 1, A�l L01 ,:Initial:..-. As -built to Street File:
t� PERMIT MUST'B.E'POST ' ED ONJOB SITE tz-
WhiteCopy:. File GreenCopy: ln�spettof Buff �dpy: Applicant
L-,temp;bldg,forms-,sspermitjlg4/00
- Z- I
11 0 Eo !h", CITY OF EDMONDS SIDE SEWER AS— BUILT
el,
�1� ADDRESS1 PERMIT
NO.
917 ATH AVF. 9568
CONTRACTOR1 HOMEOWNERi
xxxxx xxxxxxxx
DATE INSPECTED: INSPECTED BY: DATE DRAWNi
12-19-2001 xxxxxx 07-02-07
SCALE1
NTS
DRAWN BY:
J.TRIEU
UMMASMNT City of Edmonds PAGE 1
03/15/02 08:57 Print Master File Account Details
Account: 1-40800
Screen 1
Tenant Information Owner Information
b.1 Name GRANGER OR OCCUPANT 10 Name GRANGER CARY P
02 Care of 00L.J 19o9 HAPLC-11 Care of
03 Addr 1 - 216 9TH 12 Addr 1 18015 NE 143RD PL
04 Addr 2 13 Addr 2
05 City EDMONDS 14 City WOODINVILLE
06 State -WA 07 Zip 98020-3349 15 State WA 16 Zip 98072-6360
08 Phone. (000) 000-0000 17 Phone (425) 714-6688
09 Status C 19 Water 0.00
===Meter Reading Information== 20 Surcharge 0.00
18 Location -2-15 9TH AN�-� 21 Sewer 0.00
Current Previous 22 StrmDrain 0.00
. 27 Curr 1 28 Date 02/27/01 29 01/25/01 23 Swr Tax 0.00
30 YTD 0 31 Rdng 574 32 573 24 Previous Due 0.00
35 LTD 1556 33 Rdng 0 34 0 25 Current Due 0.00
= = = = Dates = = = = = = 26 Balance 0.00
38 Extension Dt 00/00/00 39 Acct Setup 00/00/00
40 Last Pay 03/13/01 41 Last Bill 02/27/01
42 Due Date 03/12/01 S(a PRoP COQ-�,J -5'1 . PoL-C-
36 Meter #: 2166 37 Location GN--MATtt"-E�
Screen 2
Misc Codes Rate Codes Units ***Meter Info***
01 Status C 14 Water 007 5/8 R 15 28 Meter BrndSR
02 Type 13 16 SurchargeOO1 TAX 17 1.00 29 Meter #: 2166
03 Cycle 02 18 Sewer 008 2RSEW 19 -2—.00- 30 ID Meter
P4 In/Out 1 20 StrmDrain001 STMDR, 21 1.00 31 Type M A
05 Sort Cd 0000 22 Swr Tax 001 TAX 23 1.00 32 # Readings 1
06 Est Flag N 24 Misc 000 NOCHG- 25 0.00 33 Meas Code HCF
07 #Tenant 0 26 Penalty 27 0.00 34 Install Dt 01/08/86
08 #Owner 1 35 Shutoff Dt 00/00/00
09 Respon? 0 36 Route 107
37 Sequ 23700
10 Penalty Y 38 Codes SE4 E
11 Past Note B, 39 ADDR CODE i 00"
12 Shut Note B 40 ADDR CODE 2 00
13 Account Info
4 2 HOURES
41 Hist Memol
42 Hist Memo2
r7 c)-,,, SO -
Nc---� CR(z0
[-4018�0 WC-1 Ac-T-
16 -7 - 2- 3 -7 5 0 SCE-64 0 04J
9
(WAS
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MA PL-,C-. s -r-
r )1�
Highland, Scoft
From: Kerber, Debbie
Sent: Monday, March 11, 2002 4:30 PM
To: Highland, Scott
Subject: RE: Street Cut Deposit for 217 9th S- ?
Okay, when Lyle did the review he noticed there were two meters already, one on 9th.,&.one -on Maple so he thought
there wouldn't be a street cut fee. If there is one, we can bill him after the fact.
What's your pleasure?
----- Original Message -----
From: Highland, Scott
Sent: Monday, March 11, 2002 2:03 PM
To: Karber, Debbie
Subject, Street Cut Deposit for 217 9th S ?
Hi Debbie,
We just received the tap card for 217 9th Ave S (W2JS006)
C P Granger, but we didn't get a yellow street cut deposit slip.
There will be a cut at this address, just wondering
if the paper is there or if the fee wasn't collected yet?
Lemme know when you get a chance,
Thanks Much,
Scott
C) LAP 5&
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ID
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t
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248.66
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Black Top
PEI�(CURRENT CITY STANDARD
IE 242.16 E
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City of Edmonds. i nu.; i i n6l
RIGHT-OF-WAY CONSTRUCTION PERMIT
Permit NoO 1-02--Z
Issue Date: 10 -iz—ol
j., V
A. Address or Vicinity of Construction: ve_� I-)
B. Type of Work (Werecific):_ Pe_�rNnf\ C) 1. V) �C,�
'Pro V ftk GMn?t In -41A )A lof S , Ofit Ser'A
le,uJ S e�,c v e, ,
LP L-1 f --1 1 �__3 1
!yFAf I w I I A I 14,al 16A
a
C. Contracto L
30LA cA n
Contact: I--
Mailing Address:
-4 J
Phone:
Q 0 1. L/I �r-
State License
Liability 'Insurance: Bond: $
D. Building Permit # (if applicable):—
Side Sewer Permit # (if applicable):—
E. Commercial Subdivision y�
[J.Cit ��rojeci��f]� �UC (PUD, GTE, PSE,,CHAMBERS, OVWD)
Multi -Family C.
Single Family. ner
fNSPECTOR.
F. PAVEMENT: YES 0 NO G. SIZE OF CUT x H. Charge: $
CONCRETE -CUT YES ",E]
WON 12 WSW 011 W.9 hIMMAIMM rmkl
Z?
IDEMNITY. Applicant understands by hislfidilkNature to this application helshe holds the City of Edihb'_'hdsAafyhlessftom injuries,
damages or claims of- any kind or descripti�n w'hiatsoever, foreseen or unforeseen, that may be made against the City 6fEdmonds or
any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and
aitorneyfees.by reason ofgrantihg.-this-perinit�,�,1.�I Z_ elaIc-A-4,
I
THE CONTRACTOR IS RESPONSIqLE-�FOR,-fVORKMANSkIP,-ANDOATERIA4,�S FOR A PERIOD OF'ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL -STREET PATCH IS
COMPLETED BY CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
# Traffic control and public safety shall be -i I h accordance with City regulations as required by the City Engineer*. Every
flagger must be trained as required. by (WAC) 296-155-305 and must have certification -verifying completion of the
required train ' ing in their possession.
Restoration is 'to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or. City -
approved material prior to the end of the workday — NO EXCEPTIONS.
Three sets of construction drawings o:f proposed work are required with the permit, application.
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES -FOR INSPECTIONS
Signature:
(Contractor or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
Approved b Right-of-way. Fee:
Time Authorizea: V`oia After- ILI 04L/L?2. Disruption Fee/Fund 111:
SpecialConditions: M Restoration Fee:
�AiAl7fiw 5� Total Fee:
"M 1) 94P05;_;' 444_�., Receipt No-
Jee9yu ie Issned,6,:`-
JOiA-�rML' ir0t�_5 Y:
_VP_ON_C_0NfPLETIONOF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00, OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
ITTED WORK. C
FINAL APPROVAL OF. PERM
INSPECT6R'S SIGNATURE DATE: WIZ 9k 7
For inspection requirements see Engineering Information Handout.
. NO
WORK
SI-IAI.I.
BEGIN PRIORTO
PERMIT ISSUANCE
VE
MM
�!OATE 4ECEIVED
4
PERMIT EXPIRES
USE MIT
CITY�,., 0F.,',,,F_DM0NDS ZONE PER
NUMBERY4)D
CONSTFjUCf1ON' PE14MI APPLICATION JOB SUITE/APT#
ADDRESS
OWNER NAM'/NAME OF BUSINESS I q N� (S
PLAT NAM E/�UBDI VISION NO. LOT NO.
LID NO,
CC !PING ADDRESS LID FEE $
TESC
0 e2--714,5 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
Q RW P=1t=ed
Stre:t Us�eRP.eq.ft.R.q'd.j�g
CITY. ZI TELEPHOhE EXISTING A(r PROPOSED Insp ,I. �1, d
Sidewalk Required
S_A�e, q6I REQUIRED DEDICATION 1h FT Underground
Wiring required
NAME METER SIZE LINE SIZE NO. OF FIXTURES REQUIRED
NVV
lk - — i It YEPRV NO 0 Rz
ADDRESS REMARKS 4
z
OWNER/CONTRAC
TOWRESPONSIBLE FOR EROSION CONTROUDRAINAGE
4 loo z
CITY U,
zip TELEPHONE
ME
P 'cic
ENGINEERING REVIEWEDIDATE
M ADORES
s
Pb ?2A
M FIRE REVIEWED BY DATE
Z STY of�( UJI
ZIP TELEPHONE CC
0 LL
0 &Vo 6 . I
STATE LICENSE NUMBER EXPIR ION DATE VARIATCE OR CU SHOR E OR ADB# INSPECTION IPBOND
X REQ D
�POA�Irl 4116 1 YES '; NO
7 SEPA REVIEW SIGN AREA HEIGHT
PROPE NT AR'EL 1. COMPLETE I E7PT ALLOWED PROPOSED ALLOWED PROPOSED'
'41 Y TA�, C C 0 U 11 1 1;,
EXP
LOT COVERAGE REQUIRED SETBACKS (FT.)
qrNEW [4-IRESIDENTIAL PROPOSED SETBACKS (FT.)
R11"PLUMBING MECH ALLOWED PROPOSED FRONT SIDE. REAR FRONT URS19E REAR
ADDITION C] COMMERCIAL C] COMPLIANCE OR 2 r-_ 0 n �� I I , ? i I I z
CHANGE OF USE . lo
PARKING LdYAREA J;LIANNING REVIEWED'By dTE 5
n REMODEL APARTMENT SIGN R��D PROVIDED
n REPAIR CVt"" ENCE /0 i
G DING Y6S.:j, F' Q 16C, .9
0 X FT)
OTHER
T
.grET
R JWETA I N I N G WA L L RENEWAL
ROCKERY
P: ITY) EXPLAIN:
0. _alw�
qHECKEDBY TYPE OF CONSTRUCTION Cerlf� OCCUPAP
L) r,4V,0r_1 Sf-K GROUP
NUMBER NUMBER OF -.CRITIQ.
DWELLING SPECIAL INSPECTOR AREA - OCCUPANT
E34
STORIES� S
OF AREAS
01 UNITS NUMBEP REQUIRED ml LOAD �k/ 0
DESCRIBE'V�ORK'TO!'BE'DONE 1/0 rt
J.
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
7
ZEfff-IM dz&'Ole�
'C� A
VALUATION FEE
PLAN CHECK FEE
HEATSOYRCE. GLAZING % %
BUILDING
r7w, -71,
.0 _� qo
PLAN CHECK NO: VESTED DA PLUMBING ;L _46
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.- THIS PERMIT COVERS WOAK.TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
2 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) -WILL REQUIRE GRADIING�FILL
M __90
SEPARATE PERMISSION.
"STATE SURCHARGE
UJI PERMIT APPLICATION: 180 DAYS 4spi"
0. PERMIT LIMITO YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEE
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
150
'APPLICANT, ON BEHALP,QF,HIS OR HER S�POUSE, HEIRS, ASSIGNS AND SUCCESO , RS ENG. INSPECTION FEE
U,
_j IN INTEREST, AG9 CITY OF
�&'Ih&MN 6EFEND AND HOLD HARMLE6S THE LANDSCAPING
2 EDMONDS,WASHI 76N� ITS . UkU93EMPLOYEES. AND AGENTS FROM ANY AND
INSPECTION FEE
< ALL CLAIMS FOR DAMA'�S,OF& "' ',hATURE, ARISING DIRECTLYOR INDIRECTLY
ATCEA
I RECEIPT
FROM THE ISSUA4CL' T1419'tkii 'If. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT
DEEMEbTOMODIFY, WAIVE C'hJRED1i6E ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
X. TOTAL AMOUNT DUE R CEIPT
I Dill/
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORM�A:TION
GIVEN IS COPj1ECT AfNOD CTOHAT ILAM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APIPOCATION APPROVAL
THE WfiE GR�E MP Y WITH CITY AND STATE LAWS REGULATING CONSTRUC- This appfi�ation is not a permit until signed by the
T
r 110, NI,9 APJ,, IOJN N THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official.or his/her Deputy:,pnd Fees are paid. and
Poll qj
N V
OL F.THE,.LABOR, CODE OF,THE STA WASHIN TON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
ND,,�CW 1 8. 7
WORK 01010,
N,,INSUF,; C��'
OF IALS SIGNATUR DAT
16J*G N� E SIdNED - (425) 1, . 1, V) I
/6� _0
0
771-022 'RELEASED Y D E
N V Y
U dk? /�t�4 EXT 1333 hl
IT IS UNLAWFUL TO USE 08 OCCUPY A BUILDING ;MSTRU �'LIRE UNTIL 771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- -IR �11_ YELLOW - APECT90 A
CATE OF OCCUPANCY HAS BEEN GRANTEE). U13C SECTION 109 FAX PINK -OWNER -
GOLD - ASSESSOR
5/98
Permit No: /;/?
City of. Edmonds
RIGHT- I OF -WAY CONSTRUCTION PERMIT Issue Date: ldylo.
A. Address or Vicinity of Construction: T?t,,tvC- 5
B. Typ eofWork( e/�pecific): UTl6riC-5. 47AVIPJ-61 Mlu
C. Contractor: C4.+Al&e,�_ 1A1C_ Contact: CA+
?D DOX .7 /y�—
Mailing Address: 7
�Si�r Phone: —
State License C (LA-1 K- 0 1 Q _Z_ 4/0— iability Insurance: Bond:$
D. Building Permit # (if applicable): Side Sewer.Pprmit # (if applicable):
E. r_1 Commercial El Subdivision F] City Project F] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
F� Multi -Family Single Family E] Other
INSPECTOR: 14 e61MeW
F. PAVEMENT CUT: El YES [I NO G. SIZE OF CUT x
CONCRETE CUT: E] YES El NO.
AN'LICANT TO M",M) ANI) SIGN
INDEMNITY. Applica?it understands by his/her signature to this application helshe holds the City of Edmonds harmless from
injuries, damages or claims of any kind or description whatsoever, foreseen or unf6reseen, that may be made against the City.of
Edmonds. or any of its" departments� or employees, including but not limited. to the defense of any legal proceedings including defense
costs and attorney.fees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS, FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT;f7LL BE PROCESSED FOR ISSUANCE TO THE APPLIC4NT.
* Traffic -,control and public safety shall.be in accordance with City regulations as required by the City Engineer. Every
flagger I m.ust-, be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required 6iiining in their possession.
* Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK.
IHAVEREAD E ABOVE STATEMENTS AND UNDERSTAND THE PERMIT RE&IREMENTS AND ACKNOWLEDGE
THATIMUST KE THE I�IIYK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature: Date: Zzo
,__�ont_r_i_kt>r Ag ent)
FOR CITY'V9t, ONLY
Ir 1,
Approved by: Right-of-way Fee: _10 f
Time Authorized: Void After -OW90 09OWigir Disruption Fee/Fund 111:
Special Conditions: 6gfoge�o- Pr* PoWkV80 Restoration Fee:
��Pvrc,41VIL9% ek"_xRE a(ver-IM9 Total Fee: $15
Receipt No: A
Issued by:.
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:
Inspector's Signature
For insiDection
see
Informaiion handout. -- `
4-
DAMy Documents\Forms\Engnmg\ROWpermit—.doc
.7
DATE RECEIVED
PERMIT EXPIRES a
CITY OF EDMONDS
USE e.,- PERMIT
ZONE —' G S' .?
) Z U-� I
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRESS S
SUITE/APT#
ER NAM F BUSINESS
07 I I
PLAT NAME/8UBDIVISION NO.
LOT NO.
L�D NO.
.�NAME I
cc
uj
MAILING ADDRESS
D FEE $
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3:
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/ - 6 -
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved 0
RW Permit Requited D
0
street Use Permit Req'd 0
CITY ZIP
TELEPHONE
EXISTING — PROPOSED
Inspection Required 0
Sidewalk Required 0
V, V"
REQUIRED DEDICATION— FT
Underground
I wiring required 0
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
9
cc
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ADDRESS
REMARKS
z
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
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REO'D
0 YES 0 NO
BOND
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2-
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SIGN AREA
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ALLOWED
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ALLOWED
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FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
..041--l—
ADDITION E] COMMERCIAL
o COMPLIANCE OR
CHANGE OF USE
I
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REMODEL APARTMENT
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I I
LOT AREA
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TX��.._ F CONS C N
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GROUP
ICOY �1'
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NUMBER
OF
NUMBER OF
DWE LL'NG
CRITICAL
AREAS
SPECIAL INSPECTOFT
AREA OCCUPAN
LOAD
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o
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UNITS
NUMBE 9(&,
REQUIRED [:] YES
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
o
1 1 - . - Q P
. j.,
VALUATION
FEE
PLAN CHECK FEE
HEAT SOURCE
GLAZING %
LOT SLOPE %
BUILDING
PLAN CHECK NO:
VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
E �'/SURCHARGE
2
W PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: i YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U, "APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_j
LANDSCAPING
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
INSPECTION FEE
cc
, ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY On INDIRECTLY
RECEIPT
M FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
PLAN CHECK DEPOSIT
a DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANYCITY ORDINANCE
_j
0 NOR LIMIT IN ANYWAYTHE CITY'S ABILITYTO ENFORCE ANYORDINANCE PROVISION..'
RECEIPT I
TOTAL AMOUNT DUE
1C
I
5_.)
I HEREBY ACKNOWLEDGE THAT: HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I APRE , E TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION: AND IN OdI!4G-THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Buildino QIficial or his/her Deputy: and Fees are paid. and
IN VIOLATI6N'OF -THE LABOR CODE OF THE STATE OF WASHINGTON RE LATING TO
FOR INSPECTION
ipt is acknowled.ged in space provided.
WORKME�S COMPENSATION INSURANCE AND RCW 18.27.
'DATIE'7'
SIGNAfORE'(OWNER O�;kGENT)
DATE SIGNED
(425)
OFFICIAt-kIGNATURE
yx lerl
c
771-0220
YCEASED BY DATE
ATTENTION
EXT 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE - YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
PINK - OWNER - GOLD - ASSESSOR
5/98
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
CITY ZIP TELEPHONE
/I�- ) --% r-*' I
NAME
A DRESS
D lag 16 lq2�4 Avr Ajr� yll IfE-0
ZO-0.
CITY ZIP TELEPHONE
� j'ftni A I \1 I '?M-771 1-1-og; - do:::� 4 q4o
TELEPHONE
�7)to-7jLJ_
STATE LICENSE NUMBER FXPIR
PROPERTY T ACqO
125
7
P RCEL
JJNT A NO
W
:27
eAA
F(RESIDENTIAL
0 PLUMBING � MECH
0 ADDITION
COMMERCIAL
o COMPLIANCE OR
CHANGE OF USE
C3 REMODEL
APARTMENT
SIGN
0 REPAIR
FENCE
0 CYDS 0 X
DEMOLISH
0 TANK
0 OTHER
Ell"06ARAGE
ROETAINING WALL
0 RENEWAL
C
z CARPORT
R CKFRY
r- (TYPE OF U��BUSINESS OR ACTIVITY) EXPLAIN*
Q.
ven
I qa2r
4
Lu NUMBER
OF
NUMBEROF
DWELLING.
C RITICA
AREAS
o STORIES
UNITS
NUMBER
DESCRIBE WORK TO
BE DONE
a
HEAT SOURCE GLAZING % LOT!
PLAN CHECK NO: IVESTED DATE
FT)
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
B E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
D SEPARATE PERMISSION.
t
2
PERMIT APPLICATION: ISO DAYS
0. PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
C' DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.*
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRLIC-
TION; AND INAING THE WORK AUT'ORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLAT19M.)DF THE LABOR C E OF THE STATE OF WASHINGTON RELATING TO
WORKMEN;SAWMPENSATION IbIS2ANCE AND RCW 18.27.
DATE SIGNED
A17ENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI'
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5/98
USE PERMIT
ZONE
NUMBER
JOB
SUITE/APT#
ADDRESS Aur
f-5
PLAT �AM E/SU BDIVI SION NO.
'5w — q I-P
LOT NO,)
I
L�D NO.
L D FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
RW Permit Required
0
Street Use Permit Req'd
EXISTING — PROPOSED
Inspection Required
Sidewalk Required
q
REQUIRED DEDICATION— FT
Underground
W irIng required
0
METER SIZE
LINE SIZE _r.
OF FIXTURES
. PRV REQUIRED
0
YES( NO 0
REMARKS
LU
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OWNER/CONTRACTOR RESPONSIBLE F OR EROSION CONTROUDRAINAGE
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ENGINEERING REVIEWED/DATE
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INSPECTION
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SEPA REVIEW
SIGN AREA
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COMPLETE EXEMPT
ALLOWED PROPOSED
A L0!ED IVROPOSED
EXP I >(
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LOT COVERAGE
REQUIRED SETBACKS (FT.)
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FRONT SIDE REAR
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IDE REAR
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VALUATION
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BUILDING
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MECHANICAL
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STATE SURCHARGE
ENG. REVIEW FEES
ENG. INSPECTION FEE
LANDSCAPING
INSPECTION FEE
RECEIPT
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
RECEIPT
APPLICATION APPROVAL
CALL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid. and
FOR INSPECTION receipt is acknowledged in space provided.
(425)
'�1+14IALS SIGNATURE Dr
I II 11114A
771-0220
�TtgAS_ED, BY
EXT 1333
-0
771 221
FAX
ORIGINAL . tl� - YEI I OW - IN CAT 0
PINK - OWNER - GOLD - ASSESSOR
S W 114Y SE 114, SEC TION 24, TO WAtSHIP 2 7 NOR TH. RA NGE 3 EA IS Ty W M.
WIDEN ACCES.'
CLEAR TRIAN
CLEAR TRIAI`\
CB#1 (TYPE2-
IE(�) = 24
3 k
............. ..... ......... .............
Set T in Lead
Z.5- TO PF*PERTY QINE
I is- 4' RR
REMOVE ST NAME GN .......... I..","".."
E FOR SIGHT DISTANC
OF ROCKI�RY & HEDG %ry (typ�
W
PLUA, W I Cf If
Blacktop Alley
4wm `q71+AV1-=
/ . . ... . ......
585 sf
x
:3 Q)
. . ........
C
0
0
0
:0.�>
1(o
1�� Lo,
L t 2
... ..........
Zi
F- 01
0
Zj Ld
ju�N KIM Zn
1. E. 2 48.5
BLDG SETBACK;
6'
F- -:1 .11.11.1. .11, 1 ........ ........
Z
6,585
af 6' M/T-.-a.-
.... ....... X
0 . ....... I
F ........ ....
U LI Y f
RP SES
OP
PROPOSED HOUSt,-
Cal
X(L) LLI 6t I I
11A
(o YD 64N-1�11M= 514
GAR FLR=252.Oj P�D.G S.E.TBACK.1
... ... .... ..
YD�
bRN �IM=250.5
GLE FOR SIGHT DISTANCE V- USE
OF ROCK�--RY HEDG I.E.=241.0
3'-6"C EP90.5% 60'-S" PEPO VALLEY.-:-'..
.. . ..............
-48") RIM=2*1.67,,I�7�24�.O
107'--40"CPEP007(, DETENTIqN PIPEi
.50 USE 01'-6 P
3
...........
7
7; ........... 7"'
NEW." SlOtWAUk
Z
EX. GRADE AT MAPLE CTRLN
EX. GRADE ALONG DETENTION PIPE
EX GRADE ALONG NORTH CONC-GU
IStorm Inlet
CB Is 2 GE 249.75
248.66 IE CID
IE 242.16 E
Se Nail IE 243.2
............ .................. ................... ........ ........ .......... ............................
Z 5
>
0
3:
00
U)
00
ui
C', P
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1.9 1-
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Ac::7�,5- rz:i�
L-IIII T,> eeolzr
/dA-01-r/
PLASTIC OR YARD DRAIN-4 EA
RIM=250.5 IE=249.0
Block 69
EASEMENT FOR UTILITY PURPOSES
CB#2(TYPE2-48") RIM=255.3 IE=247.00
.............. ................ ................ ....... I ......... ............
�Dch Mark
ev=256.91
jNST'LL NEW 5' WIDE CONIC. SIDWALK
R
Black Top
PE bRRENT CITY STANDARD
20' NE DWY APPROACH PER, TTY STANDARDS
X . . Set PK No! typ)
Maple Street
SCALE. 1"=20�-O"
. 0+50 1+00
JOIN EX. CB AT IE=246.9 (CB IN FOREGROUND)
MAF�LE S T -P-R- OFIL E
S CA L E.- HORIZ,- I " = 20 �- 0 "; VER T- 10 �- 0
(ALONG MAPLE ST CENTERLINE)
I
W
0)
E��ELEV256
W
IrELEV 254
IELEV 248
LELEV 246
1+50
1. Sidewalks shall be constructed on Maple St per City of Edmonds currrent Standard Drawing
and surfack7g shall be per City standards also,
2. Additional mailboxes shall be constructed on 9th A v according to US Postal standards and
coordinated with the local postmaster
3, Access shell be from Maple St to lot I and from alley to lot 2 house sites.
4. Power and TV cable shall be installed underground from the existing
outlet to the new home sites shown,
5, U6#41 locations are approximate and the contractor shall explore and
locate existing lines to make sure of location, depth and alignment,
The City and Engineer are not responsible for said locations shown hereon.
6, Driveway and approach radii, if applicable, shall be 10'
7 The contractor shall be responsible to obtain all necessaly permits and
nofi6- the City 24 hours in advance of any construction,
8. Traffic confrol shall be coordinated with the City of Edmonds Traffic
Engit ieer prior to any utility or sidewalk work commencement
9, Tie all downspouts in both lots to the detention system shown using 4" PVC pipe,
iaA deto, ntion system of 107-30"CPEP @0% slope shall be located as shown on Sheet 1,
11. A# CB rims on site shall be higher than 248.64 elevation to avoid detention overflow,
USE SOLID LOCKING COVER
TYPE 9 48 DIA MH MARKED "DRAII WILOCKING BOLTS
RIM=251.67
............ STO POLYPROPYLENE HANDHOLDS
.......... . ..... SETAT 12" VERTICAL TO CB INVERT
10" CPEP
RII50
MAX WrR VRFACE EL= 248.64
SEE NOTE 1 100 YR ORIF=-4.38"AT248.20
RESTRICTOR ELBO
10 YR ORIF=1,26"AT24790
1. 5 DIA MIN.
........ 1.
I'MIN 2 YR oRtF=a86"AT245,00
PIPE SUPPORT.
SEE NOTE 2 INV= 24 7. 00
.... . ... .....
8" CPEP
INV= 24 7, 0 SHEAR GATE W1 CONTROL ROD FOR
CLEANOUTIDRAIN - BEND AS REQD
Z!
FOR VERTICAL ALIGNMENT WICOVER
SEEN07E3 1. USEREMOV WATERTIGHT COUPLING
PP'RESECTION ELBOW VERTICAL TO BE 12" MIN.
RESTRICTOR PL W10
AS SPECIFIED. 2. USE ONE XX0.090" GAGE PIPE SUPPORT
AT 3'VERTICAL SPACING MAXIMUM
3. GASKETED BAND TO ALLOW REMOVAL,
4. ALL METAL TO BE CORROSION RESISTANT
CB#3 RES TRIC TOR DE"rAlL
NOT TO SCALE
I " = 2000'
LEGEND:
01I
EXIST SHRUBBRY, WHIGH PLUS
0
EVERGREEN TREE
DECIDUOUS TREE, SIZE SHOWN(DIA)
"I 'I. E 'Y X ';,..R
TO L11II
DOWNSPOUT
NEW CONTOUR LINES
CLEARING LIMIT LINE
Lilly, ... A ....... 1110
1. Aff workmanship and materials sha# be in accordance with City of Edmonds
standards and the 2000 edition of the State of Washington Standard
Specifications for Road, Bridge and A,*unicioal Construction(WSDO TIA P WA),
2. Temporaty erosion1waterpollution mg,3Sures shallbe required in accordance
with the latest edition of the D. 0. E M31?ual.
3. Comply with all other permits and ot,';er requirements by the City of
Edmonds Community Services Group or other go vering authority or agency.
4. A preconstruction meeting shall be held with the City of Edmonds Community
Services Group office prior to start of construction,
5. A# storm mains and retention1detention areas shall be staked for grade and
alignment by Exacta Surveying Service or an engineering or surveying firm
capable of performing such work,
6. Storm drain pipe shall meet the following requirements:
A. Reinforced concrete pipe conforming to the requirements fo AASHTO M- 170,
B. Corrugate metal pipe with asphalt coating conforming to manufacturers requirements.
C. Steel aluminized pipe conforming to its manurfacturer's standards,
D. Steel pipe conforming to the requirements of A WWA C 15 1, thickness
class as shown on the plans and be coated with asphalt treatment, type 1.
E. Polyethylene smooth wall pipe perAdvance Drainage Systems (ADS) N- 12
constructed per WSDOTIAPWA Standard Specifications 7-04,
7 Special structures, oillwater separators and ouffet controls shall be installed
per plans and manufacturers recommendations if applicable,
8. Call underground locate line 1-800-424-5555 minimum 48 hours prior to any
excavations,
9. Where connections require "field verifications" connection points will be exposed
by contractor and fittings verified 48 hours prior to distributing shut -down
notices.
ACCEPTABI-E TIGHTLINE
MA'FERIAL
SDR 35
SCH 40
N -12
FM HANCOR
WATER & SEWER
INSPECTIONS REOD
fth4Q5P-771-=0 EXT. 13M
0.00',
N-
I � - q TY Aves-
APP FOR CONSTRUCTION
B Y.- DA TE.- �0/-Z A
City Engineer
F EXPIRES: 4/5/02 CITY OF -V'-,]'-JMONDS
P� ,w.: 1111,'W RE VISICINe
Rev 4.,11 c)
F",
Firm I Newrv,� emd Addrw;,n
DEAN HOUGH & ASSOCIATES
8918 11 TH ST NE
EVERETT, WA 98205-1407
PHONE 425-335-0262
IEDDAVOPII 11-5ZT1 A10- 2006,1-�,,?6
9 11 A,11A PL E
ED11110AID-S, VVII 98aW
2001
1.3RANGI�'1;? COPI -;-I
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INV=244.011 RIM=2
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EX. GRADE AT MAPLE CTRLN
EX GRADE ALONG NORTH CONC.GUTTER—\
JOIN EX SS MAIN AT MAPLE ST CTRLN
MA P—L E S T -P-R- OFIL E
CI-S. _n/ -- I ___j
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F-
1 1+
0
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6" C1 WTR MAIN AT 6' S/CTRLN
Maple Street
12" CI WTR MAIN AT 12' S/CTRLN
Cl TY U TIL / TY PLA N
SCALE: I"= 20�-O"
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S W 114, SE 114., SEC TION 24Y TO WIVSHIP 2 7 NOR TH,, RA NGE 3 EA S T W M.
d�% dn
alock V&
EASEMENT FOR UTILITY PURPOSES
Bench Mark
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LEV 252
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EX. 6" C.I. WATER MAIN AT 6' S/CTRLN
SCA L E.- HORIZ; 1 20'-0 VER T- 10 �-O
(ALONG MAPLE ST CENTERLINE)
248
1. Sidewalks shall be constructed on Maple St per City of Edmonds curment Standard Drawing
and SUrfaCing shall be per City standards also.
2. Additional ivailboxes shall be constructed on 9th A v according to US Postal standards and
coordinated with the local postmaster,
3. Access shal be from Maple St to lot 1 and from the alley to lot 2.
4, Power and T-V cable shall be installed underground from the existing
outlet to the new home sites shown,
5. Utility locations are approximate and the contractor shaff explore and
locate exishog lines to make sure of location, depth and alignment
The City and Engineer are not responsible for said locations shown hereon,
6, Driveway and approach radii, if applicable, shall be 10'
7 The contractor shall be responsible to obtain all necessary permits and
notify the City 24 hours in advance of any construction,
8, Traffic control shall be coordinated with the City of Edmonds Traffic
Engineer prior to any utility or sidewalk work commencement
9. Tie all downspouts in both lots to the detention system shown using 4" PVC pipe,
10, A detention system of 107-30"CPEP @0% slope shall be located as shown on Sheet 1.
2"x 2" BY 14 Ga. WIRE OR
EQUIVALENT IF STANDARD
STRENGTH FABRIC USED
FILTER
BACKFILL TRENCH
WITH.751-1.5"—`
— — — — — — — — — — — — — WASHED GRAVEL
1 1-0— 6'MAX —20-1 1 N�� MIN. 4 " x 4 " TRENCH
POST SPACING MA Y BE INCREASED
H TO B'IF WIRE BACKING IS USED U
NOTE: FILTER FABRIC FENCES SHALL BE 2'5( 4 "WOOD POSTS, STEEL FENCE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE, POSTS, REBAR, OR EQUIVALENT
(NO SCALE)
R =25'
700,
INSTALL DRIVEWA Y CULVERTIF THERE
IS A ROADSIDE DITCH PRESENT
15'
4"� 8"QUARRY
`- 12'THICKNESS
AS PER CITY OF EDMONDS ROAD STANDARDS,
DRI VEWA YS SHALL BE PAVED TO THE EDGE
OF R-0-W PRIOR TO INSTALLATION OF THE IT IS RECOMMENDED THAT THE
CONSTRUCTION ENTRANCE 710 AVOID ENTRANCE BE CROWNED SO THAT
DAMAGING OF THE ROADWA Y RUNOFF DRAINS OFF THE PAD,
11 lip 11 1
(NO SCALE)
LEGEND:
0000 EXIST SHRUBBRY, 6'HIGH PLUS
0 CHAIN LINK FENCE
13 WOOD FENCE
PLANNED PROPERTY CORNER
(UNSURVEYED CORNER)
2'REFERENCE POINT TO RIW LINE
NEW CONTOUR LINES
CLEARING LIMIT LINE
NEW WATER MAIN OR SERVICE
NEW SAN. SEWER MAIN OR SERVICE
EX WATER MAINOR SERVICE
EX: SAN. SEWER MAIN OR SERVICE
C14
APPR FOR CIONSTRUC�WTI N
.. Z I ?
BY DA TE. ?
I I r
ty Engineer
I CITY OF -E—DHONDS
EXPIRES:
General Notes
1. PLAN REVIEW REVISIONS 511101
No. Revision/Issue D t. ee-
rFIrrn Name and Address
DEAN HOUGH& ASSOCIATES
8918 11THSTNE
EVERETT, WA 98205-1407
PHONE 425-335-0262
rP,,j..t �N.rn..nd Addr..
EDMONDS SIP NO, 2000-96
911 MAPLE ST.
EDMONDS, WA 98020
(C�PrZNGER CONST SIP Sheet
Date 2
S S Februaq 23, 2001 13
cale
1 IN = 20 FEET
P2: C 10 ICC—Z D WG 0.40
I
30'
IV
14a,
CLEARINGI LIMIT LIN
Se�,� Nail
EX. GRADE AT MAPLE CTRLN
EX GRADE ALONG NORTH CONC. GUTTER & EXTENSION,
0+
GRADING NOTES
1. EST, QUANTITY OF CUT: 30 CU. YDS.
2. EST. QUANTITY OF EXCAV, & EMBANKMENTS: 60 CY
3. EST. QUANTITY OF SURPLUS TO EXPORT: 0
4. PROPOSED DISPOSAL SITE: NONE
5. EST. QUANTITY OF IMPORTED MATERIALS: 20 CY
6. TOTAL AREA TO BE CLEARED: 12,430 SF
L—
'
0-4-
TV '—
1 —4
Maple Street
F VAlff"� VON
SCALE: I"= 20'-0"
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0
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S W 114, SE 114., SECTION 24., TOWNSHIP 2 7 NORTH
RANGE 3 EAST WM.
alock 69
EASEMENT FOR UTILITY PURPOSES
TRANCE PER DETAIL SHT 2
'-ATED AS SHOWN
I Bench Mark
_(��v�--256-9�1
W
Z L3
Z
0
0
Uj
0
af Lj-
CL 0
0000
M2ELEV 256
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L<- W-ELEV 254
52
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ESC Minimum Rquirement — Stabilization of Exposed
Areas. All soils exposed by land disturbing activities
shall be stabilized by suitable application of BMPs,
including, but not limited to, sod, hydroseeding or
other vegetation, plastic covering or mulching. All
BMPs shall be selected, designed, and maintained in
accordance with the Manual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through
September 30).
AM
TE.- ALL BUILDINGS, GARAGE AND CINDER BLOCK PAVING WILL BE REMOVED TO
KE WAYFOR TWO NEWHOMES TO BE SETIN THE SETBACKS SHOWN ON THIS PLAN,
�—t �w -- I --A
1. A CONSTRUCTION ENTRANCEACCORDING TO THE DETAIL HEREON SHALL BE INSTALLED FROM MAPLE WA Y(ALLEY) AS SHOWN.
2. ALL EXPOSED SOILS SHALL BE HYDROSEEDED AND MULCHED WITH STRAW WHEN EXPOSED FOR MORE THAN TWO WORK DA YS
3, FABRIC SILTFENCE SHALL BEINSTALLED ON THE WESTAND NORTH SIDESAS SHOWNAND PER DETAIL SHEET2
4, MAINTAIN ALL EROSION CONTROL MEASURES DURING CONSTRUCTION AND INSPECTAND CORRECTANY EROSION ANDIOR
SIL TA TION ON A DAILY 13A SIS.
5. OTHER BMPs MA Y BE REQUIRED B Y THE CITY OF EDMONDS A ND THE CONTRA CTOR SHALL INSTALL AS THEY ARE NEEDED.
6. DURING INS TALLA T/OM OF UNDERGROUND UTILI TIES THE CONTRA CTOR SHALL CONTROL AND CO VER EXCA VA TED MA TERIA LS
AND PLACE SUCH MA TERIALS ON THE UPS TREA M SIDE OF THE TRENCH,
7, FIL TER FABRIC SHALL BE PLACE UNDER THE GRA TING OF THE NEW CBs AND MAINTAINED DURING ALL STA GES OF CONS TRUCTION,
8, REMO VE FIL TER FABRIC ONL Y A FTER ALL CONS TRUCTION IS COMPLETE A ND GRASS IS FIRML Y ES TA BLISHED.
9. MARK CLEARING LIMITS BEFORE ANY CLEARING IS DONE.
10, EROSIONISILTA TION CONTROL MEASURES SHALL BE INSPECTED BY CITY OF EDMONDS INSPECTOR PRIOR TO ANY CLEARING OR
EXCA VA TION.
11. CONTRA CTOR IS TO CLEAN AND SWEEP STREETS DAIL Y
12, THE WHEELS OF ALLIVEHICLES SHALL BE BRUSHED ANDIOR HOSED OFF PRIOR TO LEA VING SITE,
Maple Street
ELEV 248 C0NS7Qr-?""'UC"1`1ff0N SCHEDULE
1. HOLD PRE -CONSTRUCTION MEETING IN FIELD WITH CITY OFFICIALS AND CONSTRUCTION WORKERS PRIOR TO ANY CONSTRUCTION,
ELEV 246 2. MARKALL TREES FOR CLEARING THA TARE 8" DIA, A T 5'ABO VE BASE OF TREE,
0+50 1+00 1+50 3. INSTALL CONSTRUCTION ENTRANCE PER DETAIL, SHEET2 AND PLAN HEREON.
4. SET FABRIC FENCEAS SHOWN' AND UNDERLA Y EX. CB GRA TE WITH FIL TER FABRIC,
5. SA WCUT, EXCA VA TE, TAP MAINS TO PROPERTY LINE, DO CONC, S1W & RESTORE PA VING AND GRASSED AREAS TO PROPERTY LINE,
6, CLEAR TREES FROM PROPERTY THA TARE MARKED AND INSPECTED B Y CITY FOR CLEARING.
7 EXTEND SEWER, WA TER AND STORM UTILITIES FROM PROPERTY LINE INTO AND TO THE NEW HOME SITES.
8. FA VE DRIVEW4 Y PADS BEYOND CONSTRUC77ON ENTRANCE AND FROM THE ALLEY TO LOT2 HOUSE SITE,
9. EXCA VA TE AND BUILD NEW HOME COMPLETE FOR OCCUPANCY
iaREM0 VE CONSTRUCTION EN TRANCE AND FINISH PA VING TO PUBLIC PA VING,
MAIPLI. E S T PR OFIL E 11. REMO VE FILTER FABRIC ONL Y 30 DA YS AFTER FINAL GRASS IS STABLIZED,
SCALE.'HORIZ; 1"=20�-O"' VERT' 1'�--10'-O"
(ALONG MAPLE ST 6EkTERLINE)
^ e%
alock ve
Bench Mark
Elev=256.91
C--4. rnf� ki—!. fL—\
SCALE.- 1"=20�-O"
I FIN o.
L E" Gft E N D:
EXIST SHRUBBRY, 6'HIGH PLUS
EVERGREEN TREE- REMOVE
0
DECIDUOUS TREE - REMOVE
EVERGREEN TREE - KEEP
0
DECIDUOUS TREE - KEEP
NEW CONTOUR LINES
SILT FENCE LINE
CLEARING LIMIT LINE
PLANNED PROPERTY CORNER
(UNSURVEYED CORNER)
APP �PFOR CONSTRUCTION
BY- DATE. Ao/�/z�/
��6-ity Engineer t
- WWqFWV'W - I" T
EXPIRES: 4/5/02 -] I U -1 TY OF EDMONDS
General Notes
PLAN REVIEW REVISIONS 511101
Revision/Issue Date
r—Firm Name and Address
Ali
DEAN HOUGH& ASSOCIATES
8918 11THSTNE
EVERETT, WA 98205-1407
PHONE 425-335-0262
rProject �Nmeand Address
EDMONDS SIP NO, 2000-96
911 MAPLE ST -
EDMONDS, WA 98020
Sheet
rCPr;Z NGER CONST SIP 3
Date
February 23, 2001
cale I IN = 20 FEET 3
P2.'G101CC-3.DWG
11 1
, M
SW 1/4p SE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE. 3 EAST, W.M.
AIN
TFoun,d 3" D lee w/ N 89;�E�55'1 E 66Q' (PI 659.90' (dol.c)
'xi in Pipe Case
Dayton Street
30,
C-41 5; 1-1 vm f f 1-- 600' (Plat) 599.90' (Calc)
13 a—oL 89*59'44" E
Rockery 119.98 T8-8'-
24.2'
11; Side Yard Eqs7ent— Framed
"a Oarage
4)
Z
FL EL 252.1 t
a x
IVE ;Lot Wood U
6,585'�" S'f S h e.d
"-12.0 to
C
0 29.7' 1 0
< I's
%-.d W I bo
Z 41 Uj
in Concrete Pad Block 69
N.
M I -
Frame, House
4 00
FL EL 253.31
WO/k
'a
Set Took In C14 '59-05' W. Set Robe
119.981 7.71 1 N 89 r & Cap
Lood wl DIzc- "WNW 141
LS..13374
b 31.9'
d 15.0' 1 1
0
-01
Lawn 0
L z
Garden Lot 1 38
Area go
6,585 sf Wood I -P) 12.9'
1CO eck 1(6 2.6' b
00
8.7 ' 37 36
4 40 39 1
j� to U)
'4: Frome IN 5
Cd
Pad 04 House 04
FL EL=256.60
0. 81 24.2'
30'
-r1K n 'IJ
lip
>
B h M rk
600' (Plot)
50 96F (C�lc)
E e-v,- --256.01
no
V
8" CP
TstQrm InfeL,,. 0
Concrete itter
Maple Street
0-,CB
�Te�2
/*B*Icrk
GE
248 66- -IE 24 CP
Top
1-11E
242.i6 E & S
SeVx all 1E
243.�,W
Set PK Nall (typ)
S 89*58'22" E
660' (Plot
PON 1,111
NOW 011 1 Im
RECORDER'S
CERTIFICATE
SURVEYOR'S
CERTIFICATE
CE F."
SURVEY
FOR:
filed for record
this . ........... day of .......... 20 ....... at ...... M.
'n41Q MAP rF1912F7f%'n Y 0PPP97Q;7KJT'Q
A'Q1 12VWY MAn;r RY MP 09 HNDI-12
Monument Not Found
b
to
30'
a_
..............
0
NORTH
GRAPHIC SCALE
—20 0 :
.10 20 40
7,451 IT 1 hT 75TUR7777i
v j
(IN FEET)
1 Inch = 20 ft.
LO
0
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0
30'.
(D
M
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, I
4-j
0
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0)
C14
z
b
Tock w/ Disc
659.90' (Meas) LS 7892
EXACTA SURVEYING" SERVIPE
LAURENCE F. DIXON, PLS
V4
In book ........... of .... *.'... at pag!3..o;o at the request of MY DIRECTION IN CONFORMANCE WITH. THE REQU EMENTS OF 'THE Cary Granger Const. Inc.
SURVEY RECORDING ACT A THE REQUEST OF -E1!?S9L%1 GMA1YQrG-'"- 12304- 31ST AVENUE NE
IN OF 18015 NE 143rd PL SEATTLE, WA 98125
13374
Lamm*m ro Dt*x
....... ........
...... ................
/0'
Af WAL Woodinville, WA 98072 JOB 2000-146 (206) 365-0670
44488, is
EVIRES IT-117.1. DRAWN: DATE: SCALE.
............... .......................... ......................................... c&-nFICATE NO. 1;5374 April 27. 2001 1 of 201
Mgr. Supt. of Records 2-0610(5 �b HMM-
I
I 16�
SW 1/4y SE 1/4, SECTION
-24, TOWNSHIP 27
---------- -- ............. . ..............
NORTH, RANGE 3 EAST, W.M..
CITY.OF EDMONDS
SP
,CERTIFICATION
DEDICATION
I/we verify that I/we are the legal owner(s) of the property described above
RIGEJL-_QF_-WAX MAINIENANCE ADREEMENT
and I/we certify that this subdivision with the following dedications and
conditions Is made of my/our ree t and a cording to my/our desires.
MAINTENANCE, OPERATION,. REPAIR AND/OR RECONSTRUCTION, AS INTENDED- iN
A�.
THIS DECLARATION, APPLY TO ALL NECESSARY MATERIALS AND LABOR REQUIRED
Propert Owner signature lines
Y,
TO MAINTAIN A STABLE AND USABLE ROAD SURFACE FOR INGRESS AND EGRESS
OF SAID TRACT SHOWN ON THIS PLAT AND IDENTIFIED ABOVE. THE COST OF
SAID MAINTENANCE. OPERATION* AND REPAIR AND/OR RECONSTRUCTION SHALL
ALSO BE BORNE EQUALLY AND JOiNTLY BY THE OWNERS, THEIR HEIRS,
LEGAL DES01RIPTION
SUCCESSORS, AND ASSIGNEES, OF SAID LOTS. 2W, 3W & 2E..
TOTAL PARCEL
DRAINAQE MAINTENAbl!QE AraIREEMEN
Lots Thirty Seven (37) and Thirty Eight (38), Thirty Nine (39) and Forty (4-0) In Block Sixty Nine,
Plot of Edmonds. according to the recorded plot thereof. Situated In Snohomish County. State of
MAINTENANCE, OPERATION. REPAIR, AND/OR RECONSTRUCTION, AS INTENDED IN
Washington. (from dead)
THIS DECLARATION, APPLY TO ALL NECESSARY MATERIALS AND LABOR REQUIRED
PROPOSED LOT I
TO MAINTAIN A STABLE AND USABLE DRAINAGE SYSTEM'WITHIN SAID SHOWN ON
THIS PLAT AND IDENTIFIED ABOVE *AS THE DRAINAGE EASEMENT. THE COST OF
THE SOUTH H.�LF OF LOTS 37, 38. 39 AND 40, BLOCK 69, PLAT OF 9DMONDS, RECORDED IN
SAID MAINTENANCE, OPERATION. AND REPAIR AND/OR RECONSTRUCTION SHALL
VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS
SUCCESSORS, AND ASSIGNEES, OF SAID LOTS 2W & 3W.
PROPOSED LOT 2
LOTS 37. 38. 39 AND 40, BLOCK 69. PLAT OF EDMONDS. RECORDED IN VOWME 2 OF PLATS, PAGE
HOLD HARMLESS AGREEMENT
39, RECORDS OF SNOHOMISH COUNTY. WASHINGTON;
EXCEPT THE SpUTH HALF:THEREOF.
Owner, and all persons having any present or subsequent ownership Interest In
these lands, and the successors and assigns of owners or other partles*having
any said Interest, hereby agree that the City of Edmonds shall be held
harmless in all respects from any and all claims for damages for injunctive
relief which may be occasioned now or in the future to adjacent land or
improvements by reason of the construction, operation and maintenance of the
drainage system and hereby walve and release the City of Edmonds from any
NOTARY
,and -all claims for damages, excluding damage caused solely by an act or
omission of sold City and injunctive relief which the owners, or their successors
or assigns, may themselves have now or in the future by reason of the
I ME EOF!* we set our hands and seals.
construction, maintenance and operation. of'said drainage system.
CES
CONDITIONS
NomG ',or Name
Compliance with all of the conditions of approval found in the final approval of
Name Name
the short subdivision and the attachments thereto. A copy of said document
is located in File S- 2-000- OtS in the office of the� City of Edmonds Planning
Name Name
Divisions.
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF
Stata of Was0in;;;;T'
EDMONDS ENGINEERING DIVISION BY
Co'unty of
I certify that I know 'or have satisfactory evidence that
3.4
THIS - DAY OF A 200/
signed this Atrument and aclZrowledged it to be 3 ier) free and
Pnn1
APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF.
voluntary act for the uses and purposes mentioned if
t e Instrument.
th
EDMONDS PLANNING DIVISION BY,
THIS 001._.
ljv, Ck Mi 'DAY OF 2
z ARY 2 Signature of
E.
- Notary Publlc�e�
NOTES
,v. PUBUO Dated M5Y/0.1 ta
My appointmetft expi-e'
r s
1. MONUMENTS WERE VISITED JUNE 2000.
10- OP WAW 1%��
2. THIS FIELD TRAVERSE SURVEY WAS PERFORMED WITH A 6-SECOND THEODOLITE AND
ELECTRONIC MEASURING UNIT. ACCURANCE STANDARD IS WAC 342-130-090.
State of Washington
3. BENCH MARK ELEV: 253.30 "R" Fire Hydrant 0 SE Comer, 9th Avenue S & Walnut Street,
County of
City Field Book 14. Page 65.
I certify.. that I know.or have satisfactory evidence that
4. $ET BENCH MARK: Power Pole .0 SE Corner, Elev=256.91 (City Datum)
5. TOTAL ACREAGE OF LAND TO BE SUBDIVDED 0.3024 acres (13,171 of)
signed. this instrum'
rnt and acknowledged it to be (his/her) free and
6. ZONING: RS-6000
voluntary act.. for the uses and purposes mentioned, In tho Instrurnient.
-0 A
7. T-11(i Wea 11! 1A:&7LQo_ To Mbz .,M_
J --- � - i k , . %0 1 - -7 I=- — /_ P% 1- -r., 9'4J Qn lr.--
LEGEND
Signature of MERIDIAN ASSUMED NORTH (9th Ave S)
Notary Public
I f 5
LOT CORNER SET (REBAR W/ CAP)
Dated
LEAD w/ DISC (4' R.P.)
My appointment expires SET TK IN
V4, .5:5x TK zu 1"Q wlpisclyl
CT".
T;
RECORDE� 'CERTIFI(�ATE -S CERTIFICATE
SURVEYOR
b
c90 .... day of PAA*;r20.0.J,, At If: 1A.M. THIS MAP CORRECTI-Y REPRESENTS A SURVEY MADE BY ME OR UNDER
...... o . ......... at Oge at Ahe' U�st of MY DIREC11ON IN CONFORMANCE WITH THE REQUIREMEN4,S OF THE
I n 0, 6pk req
SURVEY RECORDING ACT AT THE REQUEST 0-
IN
OF 7600
NIL"
CERTIFICATE NO. 13374
i-76 ot"r-S.-
i , 7'"
Mgr. pt., 0,F, ds
.. .... ..... .....
F
.]$URVEY FOR:'
Woodinville, WA 98072
Caey Granger Const. Inc.
18015 NE 143rd PL
E)
,(A.CT-A.- SURVEYD'G SERVICE
F, PIXON1 PILS
12304 31ST AVENUE NE
SEATTLE,. WA 98125
JOB #: 2000-146 (206) 365-0670
DRAWN: DATE: 7ALE:
HMM I April 27, 2001 1 1 20'
S W 114Y SE 114, SECTION 24, TOWNSHIP 2 7 NORTH
RANGE 3 EAST
.f WM.
WIDEN ACCES
CLEiAR TRI0
3
2.5' TO P?PERTY L41N
T
REMOVE NAME Sl
GLE FOR SIGHT DISTANC
OF ROCKORY & HEDC
�11 Z
�j
(a
<
0
V)
CLE,AR TRIANGLE FOR SIGHT DISTAN C
OF ROCKORY & HEDG
CB#1(TYPE2 48") RIM=261.67,,IE�24k.
111(�) = 24 .50 - USE 61--6 P C
3�1
EX. GRADE AT MAPLE CTRLN
EX. GRADE ALONG DETENTION PIPE
EX GRADE ALONG NORTH CONC.GUTTER--N
............ ............... ............. ........ - ............. . ............... .......... .................
PUIA, W)Cri-f-
Set TK in Lead
.Z.,". .. isc, V L0 Blacktop Alley
...... ............ "IV ............ .
... . ...............
........... .
ry (tyr5 .... ....
585 sf
0
0
PROPOSED 1HOUSE 1(0
t 2
0
U.0
I E.24:8.5
61 B Kj
LD GI S ET B AC
.... ... ... ... ... ...
6- 6,585
F
VX:
LI Y
RP SES
PROPOSED HOU
I
(0
YD 614N'�IM
CAR FLR=252.0 BLDG SETBACK1:
YD-bRN* kiM=250.5
... . ........ ........ .... ... ........ ...
I.E.=F41.04 USE
S-6 C9EP@)0.5% I. 7CP EP @)4 - 9 7. VALI-ty...F..,
................
-*7v- -- --T
07'-30"CP-EP(907. DETENTI N PIPE!
IT
I Storm I
CB e 2 GE 249.
248.66 IE
IE 242.16 E
IE 243.2
Se Nail
.............. ...................................................
0
Lo
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11 3: >
0 a_
2E X
W (n CC)
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0 W
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fn U] < W
0 --d Z
W 5C
Lq "Et
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+ b
Ld
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(n1 (61
CID Black Top
........... .............
PLASTIC OR YARD DRAIN-4 EA
RIM=250.5 IE=249.0
/N lei
Block Ve
EASEMENT FOR UTILITY PURPOSES
-CB#2(TYPE2-48") RIM=255.3 IE=247.00
................ ................ I ............... ........ .... ............
ench Mark
lev=256.91
INST -EL NEW 5' WIDE CONC. SIDWALK
PER CURRENT CITY STANDARD
NE DWY APPROACH PER TY STANDARDS
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OA
..........
IIELEV 248
07'-30"CPEP DETENTION PIPE @1% SLOPE
46
-0+50 1+00 1+50
JOIN EX. CB AT IE=246.9 (CB IN FOREGROUND)
MA P- L E IS T - PROFILE.
SCALE.-HORIZ; 1"=20,�O",- VERT- V�--10'-61"
(ALONG MAPLE ST CENTERLINE)
I-0l A
1. Sidewalks shall be constructed on Maple St per City of Edmonds curment Standard Drawing
and surfacing shall be per City standards also,
2. Additional mailboxes shall be constructed on 9th A v according to US Postal standards and
coordinaLed with the local postmaster
3. Access shall be from Maple St to lot I and from alley to lot 2 house sites.
4. Power and TV cable shall be installed underground from the existing
oudet to the new home sites shown.
5. Utility locations are approximate and the contractor shall explore and
locate exisfing lines to make sure of location, depth and alignment
The City and Engineer are not responsible for said locations shown hereon,
6. Driveway and approach radli, If applicable, shall be 10,
7 The contactor shall be responsible to obtain all necessary permits and
nofi�, the City 24 hours in advance of any construction.
8. Traffic ccntrol shall be coordinated with the City of Edmonds Traffic
Engit Yeer prior to any utility or side walk work commencemen t
9. Tie all donInspouts in both lots to the detention system shown using 4 it PVCpioe,
iaA detonfion system of 107�-30"CPEP (gO% slope shall be located as shown on Sheet 1.
11. A# CB ritrs on site shall be higher than 248.64 elevation to avoid detention oven7ow.
TYPE#48"D1AMH-\ i
SEE NOTE I I
RESTRICTOR ELBOW
1. 5 DIA MIN.
PIPESUPPCRT.-
SEENOTE2
8" CPEP
INV=247.00
1-USE SOLID LOCKING COVER
MAHKED "DRAIN"& WILOCKING BOLTS
RIM=251. 7
STO POLYPROPYLENE HANDHOLDS
SETA T 12" VERTICAL TO CB INVERT
--11"CPEP RIM=249.50
i WAXW-T-R-SURFACE EL=248.64
IOUTR-07W-1. 38 " A T248,20
10 YR ORIF=T26"AT247.90
TMIN 2 YR oRIF=a86"AT245,00
2 R ORIF"
Y
247
. ..... ........... ... -LN V= 24 7, 00
T
SHEAR GATE W1 CONTROL ROD FOR
CL 11
E4NOUTIDRAIN - BEND AS REQD
FOR VER TICA L A LIGNMEN T WICO VER
SEE N07E 3 ) �j T
I'P,'PESECTION 1. USEREMOV WATERTIGHTCOUPLING
RESTRICTOR PL W10RJ aBOW VERTICAL TO BE 12" MIN,
AS SPECIFIED, Z USE ONE 3'XO.090" GAGE PIPE SUPPORT
AT 3'VERTICAL SPACING MAXIMUM
3. GASKETED BAND TOALLOWREMOVAL.
4. ALL METAL TO BE CORROSION RESISTANT
CB#3 RES TRIC TOR DET, - -61 / L
NOT TO SCALE
ff 9
V1 C INI TY" MA fum ` h.
lit = 2000'
L E G E`N D:
OOOD EXIST SHRUBBRY WHIGH PLUS
0 EVERGREEN TREE
DECIDUOUS TREE, SIZE SHOWN(DIA)
6 -R
",
Tn#,.jT ro r-4,iv
0 DOWNSPOUT
NEW CONTOUR LINES
.00, -1 CLEARING LIMIT LINE
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GENERAL NOTES
1. A# workmanship and materials shall be in accordance with City of Edmonds
standards and the 2000 edition of the State of Washington Standard
Specifications for Road, Bridge and Municipal Constrtiction(WSDOTIAPWA),
2. Temporary erosion1waterpollution nier;-,surb'sshallbe required in accordance
with the latest edition of the D. 0. E Manual.
3. Comply with all other permits and ofiier requirements by the City of
Edmonds Community Services Group or other go vering authority or agency.
4. A preconstruction meeting shall be held with the City of Edmonds Community
Services Group office prior to start of construction.
5. A# storm mains and retention1detention areas shall be staked for grade and
alignment by Exacta Surveying Service or an engineering or surveying firm
capable of performing such work,
6. Storm drain pipe shall meet the following requirements:
A. Reinforced concrete pipe conforming to the requirements fo AASHTO M- 170.
B. Corrugate metal pipe with asphalt coating conforming to manufacturers requirements.
C. Steel aluminized pipe conforming to its manurfacturer's standards,
D. Steel pipe conforming to the requirements of A WWA C 151, thickness
class as shown on the plans and be coated with asphalt treatment, type 1,
E Polyethylene smooth wall pipe per Advance Drainage Systems (ADS) N- 12
constructed per WSDOTIAPWA Standard Specifications 7-04,
7 Special structures, oillwater separators and outlet controls shall be installed
per plans and manufacturers recommendations if applicable,
8. Call underground locate line 1-800-424-5555 minimum 48 hours prior to any
excavations,
9. Where connections require "field verifications", connection points will be exposed
by contractor and fittings verified 48 hours prior to distributing shut -down
notices,
ACCEPTABLE TIGHTLINE
MATERIAL
SDR 35
SCH 40
N -12
Rio HANCOR
WATER & SEWER
INSPEnONS REaD
=1 4&771-0220 EXT. 1398
j
APP
FOR CONSTRUCTION
9111 17021 BY- DA TE.- 1, 0 A /0
IST
Git Engineer
OINVAL
y
EXPIRES: 4/5/02 CITY OF EDMONDS
N Rev I si
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
rf-Irrm NeJ.rin ond Mdrvi;.�,i
DEAN HOUGH & ASSOCIATES
8918 11THSTNE
EVERETT, WA 98205-1407
I PHONE 425-335-0262
EFDP1110t"IDS -,�T' AD, 12006A-96
9 11 [141f IF S
1'-��`D.4110N,0,5, VVII, 9,63020
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INV=244.01-'l RIM=2
S W 114Y SE 114, SEC TION 24, TO WIVSHIP 2 7 NOR TH., RA NGE 3 EA S Ty W U
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En
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Set TK in Lead Blacktop Alley X
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6" Cl WTR MAIN AT 6' S/CTRLN
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Maple Street
12" Cl WTR MAIN AT 12' S/CTRLN
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... . ......... ......... .... I .... ......... .... PURPOSES
— EASEMENT FOR UTILITY
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ELEV 254
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EX. 6" C.I. WATER MAIN Al
JOIN EX. SS MAIN AT MAPLE ST CTRLN MA E S T PR OFIL E
SCALE. HORIZ I"= 20�-O",' VERT.- 10�-O"
(A L . ONG MAPLE ST CENTERLINE)
tI—Lr-y
;,LEY 250
ELEV 248
. ELE�L-246
1+50
6' S/CTRLN
.TES.
1. Sidewalks shall be constructed on Maple St per City of Edmonds currrent Standard Drawing
and surfacing shall be per City standards also.
2, Additional niailboxes shaff be constructed on 9th A v according to US Postal standards and
coordinated with the local postmaster
3. Access shall be from Maple St to lot I and from the alley to lot 2.
4, Power and TV cable shall be installed underground from the existing
outlet to the new home sites shown.
5. Utility locations are approximate and the contractor shall explore and
locate exisifng lines to make sure of location, depth and alignment,
The City and Engineer are not responsible for said locations shown hereon.
6, Driveway and approach radii, if applicable, shall be 10'
7. The contractor shall be responsible to obtain all necessary permits and
notify the City 24 hours in advance of any construction.
8. Traffic control shall be coordinated with the City of Edmonds Traffic
Engineer prior to any utility or sidewalk work commencement
9. Tie all downspouts in both lots to the detention system shown using 4" PVC pipe.
10, A detention system of 107�-30"CPEP @0% slope shall be located as shown on Sheet 1.
1:111,111 :::::::
HHOWN HHHO
MEN* :::i::
MENE! IN
mass MEN
ORMINOXIM M
USE :::::M:;:
M
2"x 2" BY 14 Ga. WIRE OR
EQUIVALENT IF STANDARD
STRENGTH FABRIC USED
FILTER
BACKFILL TRENCH
WfTH.76"-1.5"--'
WASHED GRAVEL
6'MAX
POST SPA CING MA Y BE INCREASED MIN. 4"x4" TRENCH
H To 81 IF WIRE BACKING IS USED
NOTE FILTER FABRIC FENCES SHALL BE 2'5( 4 " WOOD POSTS, STEEL FENCE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. POSTS, REBAR, OR EQUIVALENT
(NO SCALE)
R = 25, MIN,
LEGEND:
0000 EY/S7- SHRUBBRY, 6'HIGH PLUS
0 CHAIN LINK FENCE
WOOD FENCE
13-
PLANNED PROPERTY CORNER
0 (UNSURVEYED CORNER)
— 2'REFERENCE POINT TO RIW LINE
NEW CONTOUR LINES
/ CLEARING LIMIT LINE
NEW WATER MAIN OR SER V!CE
NEW SAN. SEWER MAIN OR SER VICE
Ex wA TER MAIN OR SERVICE
Ex. SAN, SEWER MAIN OR SERVICE
700
INSTALL DRIVEWAY CULVERTIF THERE
IS A ROADSIDE DiTcH PREsENr
15' M1
4".8"QUARRYSPALL
GEOTF-X77LE
12"THICKNESS
AS PER CITy OF EDMONDS ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR To INSTALLATION OF THE IT IS RECOMMENDED THAT THE
CONS 7-RUCTION ENTRANCE TO A VOID ENTRANCE BE CROWNED SO THAT
DAMA GING OF THE ROAD WA Y RUNOFF DRAINS OFF THE PAD.
CONST ENTRAINIVI.CEDE"I"AlL
I JNI
(NO SCALE)
APPR FOR CONSTRUCT19N
BY* . DA TE.'
Ity Engineer
I CITY OF EDMONDS
EXPIRES: 4/5/02
General Notes
No. IPLAN REVIEW REVISIONS 511101
Revision/Issue I Date
FNam" a'
Firm Name and Address
DEA N HOUGH & ASSOCIATES
91
8918 11THSTNE
E V
VERETT WA 98205-1407
P 0
PHONE 425-335-0262
F 'ecl—
Na m e and Address
E M I
DMONDS SIP NO. 2000-96
0
91 1 M r
911 MAPLE ST.
Mo I
EDMONDS, WA 98020
(c' Sheet
pt
C ANGER CONST SIP 2
Date
February 23, 2001
scale
I IN = 20 FEET
MENOMONEE! P2.- C; 0- 1 C C-2. D WG
-PI"
19.9
30,
CLEARING LIMIT LINE—
"1" 30,
,Set.,W Nail
EX. GRADE AT MAPLE CTRLN
EX GRADE ALONG NORTH CONC. GUTTER & EXTENSION
0+
GRADING NOTES
1. EST. QUANTITY OF CUT: 30 CU. YDS.
2. EST. QUANTITY OF EXCAV, & EMBANKMENTS: 60 CY
3. EST. QUANTITY OF SURPLUS TO EXPORT: 0
4. PROPOSED DISPOSAL SITE: NONE
5,EST. QUANTITY OF IMPORTED MATERIALS: 20 CY
6. TOTAL AREA TO BE CLEARED: 12,430 SF
Set T in Lead
isc, 4' RR
ockery (typ
0 Zr
F—
10
ES T
t IdT Y I
OSES
-S
PROPOSED HOU
6 6t I
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.... .......
SILI_tE LINE
LO
/ Blcicktop Alley
7"—/ ' I— I — I I - - --1
. ........ .... ...
PROPOSED OUSE
1H
L�t 2
COT
f
0
10
S W 114., SE 114, SEC TION 24, TO WNSHIP 27 NOR TH. RA NGE 3 EA S T
WM.
00 30'
It NC TE.- ALL BUILDINGS, GARAGEAND CINDER BLOCK PA VING WILL BE REMOVED TO
Iq M1 KE WA Y FOR TWO NEW HOMES TO BE SETIN THE SETBACKS SHOWN ON THIS PLAN,
0)
C\J
BLDGJ SETBACK:
........ .... ......... ........ ........ ........ ...... ;
........ ....... ........ ........ . 6 .. , 5'�5 ,9f Block 69
.... /1
.1 � bt %
B DG SETBACK::
EASEMENT FOR UTILITY PURPOSES
9
-CONSTRUC ION "4TRANCE PER DETAIL SHT 2
fTO BE 20' 30' :)CATED AS SHOWN
0
Black Top
Maple Street
SCALE.- V'= 20�-O"
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MA IPL E S T PR OFIL E
SCALE: HORIZ; I " = 20t-0"- VERT- 10�-O"
(ALONG MAPLE ST 6E;VTERL1NE)
I Bench Mark
Elev=256.
Set PK Nail (typ)
-1
ESC Minimum Rquiremeni — Stabilization of Exposed
Areas. All soils exposed by land disturbing activities
shall be stabilized by suitable application of EIMPs,
including, but not limitec to, sod, hydroseeding or
other vegetation, plastic covering or mulching. All
BMPs shall be selected, designed, and maintained in
accordance with the Morual. The exposed soils shall
be stabilized according to an approved timetable.
(Typically, no soils shall remain exposed for more than
two (2) days from October 1 through April 30 and no
more than seven (7) days from May 1 through
September 30).
— - -- I --A
F—
Maple Street
Ld
Z C3
I Z
ro"'OSION CONAT N" U'
'L NOTES
>_0
IL W
1. A CONSTRUCTION ENTRANCE ACCORDING TO THE DETAIL HEREON SHALL BE INSTALLED FROM MAPLE WA Y(ALLEY) AS SHOWN.
0
U-
2. ALL EXPOSED SOILS SHALL BE HYDROSEEDED AND MULCHED WITH STRA IN WHEN EXPOSED FOR MORE THAN TWO WORK DA YS
0
3, FABRIC SILT FENCE SHALL BE IASTALLED ON THE INESTAND NORTH SIDES AS SHOWN AND PER DETAIL SHEET2,
� n Co-)
4. MAINTAIN ALL EROSION CONTROL MEASURES DURING CONSTRUCTION AND INSPECTAND CORRECTANY EROSION ANDIOR
_j
A
SILTATION ONA DAILYBASIS.
5. OTHER BMPs MA Y BE REQUIRELI BY THE CITY OF EDMONDS AND THE CONTRACTOR SHALL INSTALL AS THEYARE NEEDED.
6. DURING INSTALLATION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CONTROL AND COVER EXCA VATED MATERIALS
ELEV 256
AND PLACE SUCH MATERIALS ON THE UPSTREAM SIDE OF THE TRENCH,
7, FILTER FABRIC SHALL BE PLACE UNDER THE GRA TING OF THE NEW CBs AND MAINTAINED DURING ALL STAGES OF CONSTRUCTION.
8, REMOVE FILTER FABRIC ONLYAFTERALL CONSTRUCTION IS COMPLETEAND GRASS IS FIRMLYESTABLISHED,
OfELEV 254
9. MARK CLEARING LIMITS BEFORE ANY CLEARING IS DONE,
iaEROSIONISILTATION CONTROLMEASURES SHALL BEINSPECTED BYCITY OF EDMONDS INSPECTOR PRIOR TOANYCLEARING OR
EXCA VA TION,
ELEV 252
11. CONTRA CTOR IS TO CLEAN A AD S WEEP S TREETS DAIL Y
12. THE WHEELS OF ALL VEHICLE,< SHALL BE BRUSHED A NDIOR HOSED OFF PRIOR TO LEA VING SITE,
-ELEV 250
-WOOL
Ar 11
CONS T171"UCTION 0.A—;HED,1.0/LE
-ELEV 248
1, HOLD PRE -CONSTRUCTION MEETING IN FIELD WITH CITY OFFICIALS AND CONSTRUCTION WORKERS PRIOR TO ANY CONSTRUCTION.
Z MARKALL TREES FOR CLEARING THA TARE 8" DIA, AT 5'ABOVE BASE OF TREE,
-JELEV-246
1+50
3. INSTALL CONSTRUCTION ENTRANCE PER DETAIL, SHEET 2 AND PLAN HEREON.
4. SET FABRIC FENCE AS SHOWN AND UNDERLA Y EX, CB GRA TE WITH FIL TER FABRIC.
5, SA WCUT E)(CA VA TE, TAP MAINS TO PROPERTY LINE, DO CONC. S1W & RESTORE PA WNG AND GRASSED AREAS TO PROPERTY LINE,
6, CLEAR TREES FROM PROPERTY THATARE MARKED AND INSPECTED BY CITY FOR CLEARING,
7 EXTEND SEWER, WATER AND STORM UTILITIES FROM PROPERTY LINE INTO AND TO THE NEW HOME SITES,
8, PA VE DRIVEW4 Y PADS BEYOND CONSTRUCTION ENTRANCE AND FROM THE ALLEY TO LOT 2 HOUSE SITE.
9. EXCA VATE AND BUILD NEW HOME COMPLETE FOR OCCUPANCY
iaREMOVE CONSTRUCTION ENTRANCE AND FINISH PA VING TO PUBLIC PA VING,
11, REMOVE FILTER FABRIC ONL(30 DA YS AFTER FINAL GRASS IS STABLIZED.
SCALE.- I"= 20�-O"
Block 69
Elev=256.91
Set PK Nail (typ)
Aim
LEGEND:
Occo
EXIST SHRUBBRY, 6'HIGH PLUS
EVERGREEN TREE - REMOVE
0
DECIDUOUS TREE - REMOVE
EVERGREEN TREE - KEEP
0
DECIDUOUS TREE - KEEP
NEW CONTOUR LINES
SILT FENCE LINE
CLEARING LIMIT LINE
PLANNED PROPERTY CORNER
(UNSURVEYED CORNER)
AP2rZFOR CONSTRUCTION
1 17021 A01i /z�/
0 4p, IST BY. DATE. --T—d
ONAI, 2�6-ity Engineer
T
5�iRES: 4/5/02 U-1 TY OF FDMONDS
General Notes
W0,17 -__J
Z03
1. PLAN REVIEWREVISIONS 511101
1 No. I Revision/Issue Date
r—rlmn Name and Address
DEAN HOUGH & ASSOCIATES
8918 11THSTNE
EVERETT, WA 98205-1407
PHONE 425-335-0262
rProject Name and Address
EDMONDS SIP NO, 2000-96
911 MAPLE Sr
EDMONDS, WA 98020
FProject Sheet
C ANGE
GRANGER CONST SIP 3
Date
ruer
y
Febtuefy
c 23,2001 13J
cole
I IN = 20 FEET
P2:G101CGJ.DWG