HomeMy WebLinkAboutMLA18-00043 Site PlanVICINITY MAP
NOT TO SCALE
PROJECT INFORMATION
APPLICANT:
CATHERINE CARMELLA
AREA:
112 S. 296 PLACE
FEDERAL WAY, WA 98003
OWNER:
CATHERINE CARMELLA
ROADS, LANDINGS AND
112 S. 296 PLACE
FEDERAL WAY, WA. 98003
PROPOSED PROJECT:
PROPERTY DEVELOPMENT FOR SINGLE FAMILY RESIDENCE
pd Cat
RR -5 RURAL RESIDENT
UTILITIES:
PUD, POWER, AND ONSITE SEPTIC
PARCEL NO:
o Lake
DATE OF PREPARATION:
APRIL 2018
SENSITIVE AREAS:
SHORELINE AREAS:
PROJECT SITE
CONTIGUOUS PROPERTY
NOT APPLICABLE.
ALSO OWNED BY THE
PROPERTY OWNER:
AREA OF THE SITE IN
AREA OF SITE 5,17 ACRES.
ACRES; AREA OF
HARVESTING IN ACRES:
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RD 28
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VICINITY MAP
NOT TO SCALE
PROJECT INFORMATION
APPLICANT:
CATHERINE CARMELLA
AREA:
112 S. 296 PLACE
FEDERAL WAY, WA 98003
OWNER:
CATHERINE CARMELLA
ROADS, LANDINGS AND
112 S. 296 PLACE
FEDERAL WAY, WA. 98003
PROPOSED PROJECT:
PROPERTY DEVELOPMENT FOR SINGLE FAMILY RESIDENCE
ZONING:
RR -5 RURAL RESIDENT
UTILITIES:
PUD, POWER, AND ONSITE SEPTIC
PARCEL NO:
(10-22-83-032
DATE OF PREPARATION:
APRIL 2018
HARVESTED AREA MAP CHECKLIST
NORTH ARROW: SEEN ON DRAWING
MAP SCALE: SCALE 1"- 50'
EXISTING FORESTED AND SEEN ON DRAWING
HARVESTED AREAS:
STUMPED AND GRADED
SEEN ON DRAWING
AREA:
EXISTING/PROPOSED
SEEN ON DRAWING
ROADS, LANDINGS AND
STRUCTURES:
FORESTED BLOCKS FOR
THERE ARE NO FUTURE PLANS FOR
FUTURE HARVEST(S) OR
HARVESTING ON THE SITE.
CONVERSIONS:
ENVIRONMENTALLY
EXISTING WETLAND SEEN ON DRAWING
SENSITIVE AREAS:
SHORELINE AREAS:
NOT APPLICABLE,
CONTIGUOUS PROPERTY
NOT APPLICABLE.
ALSO OWNED BY THE
PROPERTY OWNER:
AREA OF THE SITE IN
AREA OF SITE 5,17 ACRES.
ACRES; AREA OF
HARVESTING IN ACRES:
HARVEST AREA IS APPROXIMATE 3.2
ACRES.
LEGEND
PROPOSED RESIDENCE
EDGE OF EXISTING GRAVEL ROAD
EDGE OF NEW GRAVEL ROAD
STORM LINE
SEPTIC SYSTEM
WETLAND BUFFER
WETLAND
r �.. FORESTED/UNDISTURBED AREA
HARVESTED, STUMPED AND GRADED AREA
1.
16 2018
_ _ _ 55.Ij0`
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AMIOG�'
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HARVESTED AREA (3.2 ACRES) ALL / f
' Z I TED AREAS WERE STUMPED
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GARDNER BEACH ROAD - - - - - - - _ _ _---------------------
- SITE PLAN
Scale: 1" = 50'
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FILE:
18059 — P2
JOB N0:
18059
DATE:
May 8, 2018
SET: PERMIT
SHEET
1
SBE'05'23.00"E
r . - - - - - - - . - 1- -
, I PROPOSED GRAVEL --
I I O16YEYAAT 3,17D {F'3 �f � 1 \ - - _ .. {
APPR= EDGE OF I
-1
1 PROPOSED SINGLE \.. \\* - 'PRiLANb ZONE !
N --��--r-GRESIDENCE/GARAGE
ROF
i1DF AREA: 2,400 5.F.3 \`
.r I I X + `''
4"0 PVC FROM. CLEJViEb/'CARDEN AREA
DOWNSPOUTSL— 1,256 S.F.a ` 4
x
�FOR
Er oiHERSMIN, 25' FH
NATIVETHROUGH NATIVE6ETAT10HEAREDS
I AREAS
CAP OR
OUT WYE FROM 2 X12* PRESSURE TREATED
Y MIN. V MIN.
4" PERFORATED PVC INSTALL
NOTCHED GRADE r LEVET.
BOARD 2"X2' NOTCHES
18" O -C, a L
4 I I 'I I l /9OL* COVER BASIN
f;
I iUENI PIPE
OUT WYE FROM
GALVANIZED
PRESSURE TREATED SUPPORT
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DRAIN ROCK
i=
r III_
I I 1
I �`I
FILTER FADM TYPAR #3401
OR APPROVED EQUAL
SECTION A–A
GRADE A 'I
r y I MIN, 100' FLOWPATH THROUGH
1 i iii II NATIVE VEGETATION FROM EDGE
1
25 LF. DISPERSION + I
{ APPROX. EDGE OF 110' WETLAND I
j
V
L
OF NEW GRAVEL DRIVEWAY
1 %
TRENCH yl 1 - �>
SUFFER ZONE I
NOTES:
�N i
N �
PER DETAIL A/C1 ..,�1,; i�, v>.�-
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I
I
1. TRENCH AND GRADE BOARD MUST BE INSTALLED LEVEL
+ Ij ¢
EPLNWCAP OR 2 SUPPORT POST SPACING AS REQUIRED TO ENSURE GRADE BOARD REMAINS LEVEL
f
PLAN
iIjSaT FENCE
1
OREATE BERM TO PREVENT DISPERSED
S FROM INTERCEPTING
A DISPERSION TRENCH
+ •
A]NFIELq
ORINFfELD
WIN. 100' FLOWATH THROUGH
(%SHIT FENCE +
C1 � NTS
1
NATIVE VEOETAIION FROM
DISPE'RS" IRENCH
I
I I 1
1 1
I !
1 I I
ALL CLEARED AREAS (WIN THE EXCEPDON OF INE WEILAND ATM
SURROUNDING FIELD) REMAINING TINDER'. THE FPA MORAIOWIJAf TO BE
1 LAHTEp TIVE
WITH NAPLANTS (D0N1CLA5 FNR, WESTERN RED CEDAR ml o
! I 1 MIESiERN IEMLOpi. ETC.) WITH 12' NA7NlUM SPACING. AREAS THAT
r I BE UTILIZE6 TO pL ERSE STDRMWATER TO SE REPLANTED FIRST f �
REMOVE EXISTING DRIVEWAY AND
�R.ESIIORE WITH TOPSOIL OR MULCH 1
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1 Q I
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LEGEND I
I W 1 I
I Z I---------------�• PROPERTY LINE
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1 I — X— 7f— X— X— Tf— K— X— SILT FENCE �
1
zk PROPOSED BUILDING y
- - - - - - - - - - - - -, - - - - - - EDGE OF EXISTING GRAVEL ROAD 1
1 I 1
! U ----_---------r------ -------- EDGE OF NEW GRAVEL ROAD d 1
1 r - •---+-- --- - - - - STORM LINE PIPE i 1
1 I
+ f --- — SEPTIC SYSTEM I f
1 1 I y �• _i J WETLAND f
110 'WETLAND BUFFER
_
1 r;- GRAVEL DRIVEWAY 1& r
! I IN I
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SITE PLAN f
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f Scale: 1" = 30' IrI I
30' 60' 90' I y
f + I
- I1
I 1 1
r r If
BEEHIVE STYLE GRATE, EQUAL TO
OLYMPIC FOUNDRY PN: SM60BH
SET LIP OF BOX
AT GRADE
BOLT DOWN LID
INSTALL RISER SECTIONS
AS NEEDED TO OBTAIN
PROPER HEIGHT
CRXTU COLLAR (TYP.)
< ai
e�
PVC STORM SEWER PIPE,
SIZE PER PLAN
CONCRETE CATCH BASIN, TYPE 1
PER W.S.D.O.T. STD B-1
B CATCH BASIN TYPE 1
C1 Scale: WM
L ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MOST CURRENT EDITION OF THE STORMWATER
MANAGEMENT MANUAL FOR WESTERN WASHINGTON,
2, ALL DISTURBED AREAS, EXCEPT THOSE ON WHICH ACTIVE CONSTRUCTION IS TAKING PLACE, SHALL BE EITHER SEEDED AND MULCHED OR PROTECTED WITH APPROPRIATE PLASTIC
SHEETING WITHIN 2 DAYS OF DISTURBANCE BETWEEN OCTOBER 1 AND APRIL 30 AND WITHIN 7 DAYS BETWEEN MAY 1 AND SEPTEMBER 30.
3.. STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND APPROVED PRIOR TO SITE GRADING AND/OR FOUNDATION EXCAVATION,
4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER MAJOR STORM EVENTS ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY.
.5 ANY MUD THAT IS CARRIED OFFSITE BY VEHICLE WHEELS AND DEPOSITED ON PUBLIC ROADWAYS SHALL BE CLEANED UP IMMEDIATELY.
fi. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR
MULCHING, OR BY A COMBINATION OF THESE MEASURES-
1.
EASURES
1. ALL CONSTRUCTION SHALL CONFORM WITH THESE PLANS AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION,
2. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR SERVICE AND ARRANGE FOR FIELD LOCATION AND MARKING OF ALL UNDERGROUND UTILITIES IN AFFECTED AREAS PRIOR TO
CONSTRUCTION.
3. ALL STORM DRAIN PIPING SHALL BE PVC- PVC PIPING IN TRAFFIC AREAS TO BE SDR35 PIPE CONFORMING WITH ASTM SPECIFICATON D3034.
4. FINAL ELEVATIONS, GRADES, AND ACTUAL PIPE LOCATIONS ARE TO BE DETERMINED BY OERS SUCH THAT THE FINAL ELEVATIONS AND DRAINAGE PATTERNS CONFORM WITH THE PLAN
AND DETAILS HEREON, ANY CHANGES MUST BE APPROVED BY THE ENGINEER PRIOR TO CTHONSTRUCTION,
5. THIS DRAINAGE SYSTEM MUST BE INSPECTED AND CERTIFIED TO THE COUNTY BY THE ENGINEER CONTACT ZENOVIC @ ASSOCIATES, INC. AT LEAST 48 HOURS PRIOR TO TIME OF
INSPECTION.
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'SCALE:
1"=30'
FILE!
18059 – P2
.JOB NO:
18059
DATE:
May 8, 2018
SET: PERMIT
H J. IR
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