HomeMy WebLinkAboutPermit File BLD-2019-0579 1911 Orchard Place (2) HERRIGSTAD ENGINEERING & SURVEYING
Civil Engineering&Surveying
4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S.
Anacortes,WA 98221 (360)299-8804
December 10, 2019
City Building Inspector
City of Anacortes
PO Box 547
Anacortes, WA 98221
Subject: 1911 Orchards Place, House foundation survey layout.
This letter is to inform the building department that I staked out the foundation of the
above referenced lot prior to concrete foundation footings have been poured on
December 9, 2019. House corners were set with hub and tack at 5 foot offsets or as
shown on the stakes from the four furthest exterior points of the house foundation. See
attached drawing for approved site layout.
If you have any questions or need more information please let me know.
Sincerely,
Dale Herrigstad P.E., P.L.S.
dale@herrigstad.com
8"WATERLINE(E) TEMPORARY iMISD
CONSTRUCTION _
PROPOSED PERIMETER SILT ENTRANCE PER BMP FENCING(TYP)PROPOSED PERIMETER SILT PER BMP C233
mmallimillm
FENCING (TYP)PER BMP C233 MINIM
C105(SIZE TO FIT) 111111•111111
41ST STREET W — W 6"STORMDRAIN (E) W EXISTING EDGE OF PAVEMENT — W W iimmaimommio
ammiummums
1.5"SANITARY SEWER 20'WATERLINE EASEMENT
FORCE MAIN (E) 30'PRIVATE ACCESS EASEMENT
ORCHARD PLACE LANDED GENTRY
w z SD SD —SD
D w HOMES AND COMMUNITIES
w 3 �X X —X X X X X X X X X X X X X X X X / �/ X
X X�X X�
Q o ,� BMP C154: CONCRETE \ / O / =Ma
w7
< WASHOUT AREA OR TUB.�_ x GENERAL NOTES
iz w v w i
ss LOCATION MAY VARY.
a Q x / \ - )11P___ o IOWNER:
a O Q 116.00' LANDED GENTRY
7 -7 U O 504 E GTORH WA N
WM (E) FORCE MAIN POINT V Q B982R33
n OF CONNECTION I
PROJECT SITE ORCHARD — (Lot 17)
� b
FH (E) x 1-(360)-755-9021
FaCr...e d PLACE
\----/ I I �- BUILDING:M N FLOOR AREA- 1,311 SF
z O INLET PROTECTION PER x UPPER FLOOR AREA- 1.804 SF
�f c C220, BLOCK&GRAVEL TOTAL FLOOR AREA- 3 115 SF
4 ,� LOT LINE&ACCESS YD I '
�° EASEMENT LINE OF /,__________) FILTER TYPEy x GARAGE AREA- 718 SF
i OORCHARD PLACE OBMP T5.10C: PERFORATED•r a ,, Q STUB-OUT CONNECTION: ~1 1� SITE:
I �n
I 0 0 C
2 WIDE x 1.5 (MIN) DEEP =O ' I S.F.R.
PROPOSED x 10' LONG, LEVEL x
Goo g le SSFM DRAINROCK FILLED TRENCH ZONING:
= WITH 4" DIAMETER tI I P.U.D
, .a O �� CI)
PERFORATED PIPE FOR
7
ROOF DRAINS, PER p " SETBACKS:
O O O "PERFORATED STUB OUT o ALL SETBACKS IN COMPLIANCE
INLET PROTECTION PER CONNECTION DETAIL'', I WITH CITY GUIDLINES
VICINITY MAP C220, BLOCK&GRAVEL > SHOWN HEREON A T LEFT. x N SIDEYARDS MIN 10'
NTS FILTER TYPE �� �� q//
N °' REAR YARD MIN 20'
0 I �' FRONT YARD MIN 20'
PROPOSED WATER „ x
SERVICE LINE •W eg, 'ALLIOWED:ALLOWED: 35'
50.00' HEPROPOSED:UNDER
19.00' _L _ 20.00'
0ilr'''' - CHECK DAM PER BMP 21.00' - 10.00' - PARKING:
C207: CHECK DAMS, WALKWAY PORTLAND CEMENT I PARKING SPACES PROVIDED=
AS NEEDED. CONCRETE DRIVEWAY x 3 IN GARAGE, 3 IN DRI VEWA Y
I I-� FROM EDGE OF _
PROPOSED PERIMETERIV 1
COVERED PAVEMENT TO GARAGE . T
CONSTRUCTION FENCE O `J 1 PORCH FLOOR(P) N x
PER BMP C103 I r- o I t
_______,r-•-i
I
LOT 16 I o GF: 318.50 fl) I x I
I L O T Co I/ERA GE
BUILDING AREA: 2,028 S.F.
J 1 J NORTHERLY �
Erosion Control Notes for Residential Construction-City of Anacortes 0 �, Q I 25'FRONT BUILDING J S I PORCH AREA: 134 S.F.
O} `L S SETBACK LINE x I DECK AREA: 96 S.F.
,�Z� I I TOTAL AREA: 2,258 S.F.
A. Erosion Control Best Management Practices shall be in place per the z O I- x�x�X�X�x� -
accepted site plan prior to any construction start. r-F- I '�� +` x LOT AREA: 12,180 S.F.
B. The erosion control shall be inspected once a day and modified to meet the O oSw + \ \ GAR GE
ix o (Pi) I PERCENT COVERAGE:
surrounding conditions as needed. D1-o ! I 2,258 / 12,180 = 18.59
C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage . z z `
systems shall be cleaned to the acceptance of the City of Anacortes prior to c i0O� / + x LOT 18
acceptance of the project. v F J x +
D. Stabilized construction entrances and roads shall be installed at the O CLO< ' x 4"STORM DRAIN x I
maw / I I (Ni I IMPERVIOUS CO I/ERA GE
beginning of construction and maintained during the duration of the project. (Ni
Additional measures may be required such as wash pads to ensure that all PLACE SILT ' I paved areas are kept clean. No mud is allowed to enter onto City streets. I FENCING ON DOWN BUILDING: 2,028 S.F.
E. Any soils exposed that will not be disturbed for two(2)days during the wet I STREAM SIDE OF ' I " I STEPS/WALKWAY: 23 S.F.
season or seven (7)days in the dryseason shall be immediatelystabilized STOCK PILE, PER PORCH: 134 S.F.
Y I I BMP C233 ' I
pp (seeding, mulching, plasticcovering, etc.) OI DECK: 96 S.F.
with the approved ESC methods x I DRIVEWAY: 852 S.F.
F. Two (2)weeks prior to the beginning of the wet season (October 1), all I SOIL STOCKPILE LOCATON ! o \ ri Bo a TOTAL: 3,133 S.F.
disturbed areas shall be reviewed to identifywhich ones can be seeded in
N ' (COVER WITH PLASTIC I o I —co} Ipreparation for the winter rains. Disturbed areas shall be seeded within one o °zsz� LOT AREA:
�j DURING STORM EVENTS) GF:319.00 �� x N
(1)week of the beginning of the wet season. A sketch map of those areas to o I ' o D S � z 0. oD o I 12, 180 S.F.
be seeded and those areas to remain uncovered shall be submitted to the O I =Uw
Project Manager. The Project Manager can require seeding in additional <r o I PERCENT COVERAGE:
areas in order to protect surface waters, adjacent properties or drainage I I I 30 z x I 3, 133 / 12,180 = 25.7%
facilities. SHEET I =
-O}
G. Penalties for an Erosion Control violation are subject to a$300 to$1000 FLOW 4.5 I
LOT 17 � � ~
fine under Chapter 17.66- Penalties for Violation. Each day is considered a 0 � a c~i�Q x
different violation. I W I m a
FF MAIN:320.00 I
FF UL:330.00 x
4"STORM DRAIN SFR(P)
0 I in I x
I T N I =
random fill EASTERLY I—
,�..,. #..,. filter fabric O I
x 10'SIDE BUILDING
0
r!ii��" ^ _��«��% 4"perFpipe I SETBACK LINE 7
18"min. �1 � a i
1 ��
I = t.�—A'4''` 1}L^-%i shed rock
Riati
� 29"min
1 I
O 0 DS x I
,._- _, I, H_______,, -
Trench X-Section 0 SIDE BUILDING S _.1GRAPHIC SCALE
I SETBACK LINE o COVERED I x 6 m mi 0 3 6 12
slope O I o PATIOI 06 (P) I x I
i • to road I CHECK DAM PER BMP
dranage;ysten C207:CHECK DAMS, I 12.00' ( IN FEET
AS NEEDED. + ® I I Horiz. Scale: 1 Inch = 6 Feet
_ x I
r 2'x 10'
i level trench O 40.00'
tdpert pipe — 50.00' 10.00' _ I - I- THE ORCHARDS PUD
20.00'
Plan View of Roof in _+) �4 _�4 I ROSARIO (CO-2)
�� NOTTOSCALE O POST CONSTRUCTION SOIL BMP C121: MULCHING& 20'REAR BUILDING 3-CAR GARAGE LEFT
In BMP C121: MULCHING&T5.13:
QUALITY AND DEPTH (TYPICAL) SETBACK LINE POST-C AND R DEPTHCIN SOIL
Figure III 3.1.8 POST CONSTRUCTION SOIL t
ulili Perforated Stub-Out Connectioncv
DEPART RewsedDecember2�15 x HOUSE PLACEMENT EXHIBIT
ECOLOGY Plcasc sec Pi pJAAnv ecy e a govlcopyng r.htm7 for copyright note a including per nissians
State of Washington limirauon of liahilrty,and disdain r O
SITE PLAN
x
I LOT 17 - P 124000
2014 Stormwafer Management Manual for Western Washington x 1911 ORCHARD PLACE
Volume III-Chapter 3-Page 466 0
I
PERFORATED STUB—OUT x ANACORTES9 WA
CONNECTION DETAIL O 0 0 JOB NO: THE ORCHARDS PUD
LEGAL DESCRIPTION: DESIGNED: LG
LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED DRAWN:
• UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF 116.00' _ NOTE:
SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE DATE: 09/31/2019
SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION PROPOSED PERIMETER THIS PLAN IS FOR HOUSE LOCATION
25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF TRACT "C" NGPE CONSTRUCTIONER BMPC103FENCE WINDOW,SEE DOOR AND FOR SHEET
PER BMP AND INTERIOR DETAILS. 1 of 1
ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON,