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<br /> Erosion Control Notes for Residential Construction-City of Anacortes ammo
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<br /> ems
<br /> A. Erosion Control Best Management Practices shall be in place per the accepted site aorimo aminsmmo
<br /> amorimommo
<br /> plan prior to any construction start. amorimomme
<br /> B. The erosion control shall be inspected once a day and modified to meet the
<br /> surrounding conditions as needed. LANDED GENTRY
<br /> C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage
<br /> systems shall be cleaned to the acceptance of the City of Anacortes prior to
<br /> acceptance of the project. HOMES AND COMMUNITIES
<br /> D. Stabilized construction entrances and roads shall be installed at the beginning of
<br /> construction and maintained during the duration of the project.Additional measures
<br /> may be required such as wash pads to ensure that all paved areas are kept clean.
<br /> No mud is allowed to enter onto City streets. GENERAL NOTES
<br /> E. Any soils exposed that will not be disturbed for two(2)days during the wet season
<br /> or seven (7)days in the dry season shall be immediately stabilized with the
<br /> approved ESC methods (seeding, mulching, plastic covering, etc.) OWNER:
<br /> \ F. Two (2)weeks prior to the beginning of the wet season(October 1), all disturbed LGANACORTES, LLC
<br /> I \ 6 areas shall be reviewed to identify which ones can be seeded in preparation for the UNDER - LANDED GENTRY DEV., INC.
<br /> I \ I / TRACT Y x winter rains. Disturbed areas shall be seeded within one(1)week of the beginning 504 E. FAIRHAVEN
<br /> p of the wet season. A sketch map of those areas to be seeded and those areas to BURLINGTON, WA 98233
<br /> NN \ I
<br /> remain uncovered shall be submitted to the Project Manager.The Project Manager 1-(360)-755-9021
<br /> L.
<br /> \\\\ LOT 6 �L'' CD
<br /> '''' • I 10'SIDE YARD 5'SIDE YARD \ \ can require seeding in additional areas in order to protect surface waters, adjacent BUILDINGS:
<br /> \ BUILDING AUXILIARY BUILDING I properties or drainage facilities. RESIDENCE:
<br /> \\ \\ \ \ SETBACK LINE SETBACK LINE 298 - G. Penalties for an Erosion Control violation are subject to a$300 to$1000 fine under MAIN FLOOR AREA- 2,536 SF
<br /> ' I Chapter 17.66- Penalties for Violation. Each day is considered a different violation. UPPER LEVEL AREA- 2,354 SF
<br /> TOTAL FLOOR AREA- 4,890 SF
<br /> 1 s 78.46' 298.4
<br /> l '' \
<br /> \ 17.93' 40.00' GARAGE AREA- 1,216 SF
<br /> ,`. INLET PROTECTION / 302.0 FG 20.53' GRADE
<br /> �` PER C220, CATCHBASIN �6 ----- -------- -- 299.8 EG -------------------------- -
<br /> -------------------
<br /> SHOP
<br /> FILTER TYPE
<br /> x-x x-x-x- -x -x-x-x-x-x-x-x-x-x-x-x-x-x-`x�x-x-x-x-x-x-x, SHOP FLOOR AREA- 576 SF
<br /> ' \ EXISTING SANITARY���' ,I 1 ,�'.,1-.:/_*
<br /> ____ ___, I �- _ TOTAL FLOOR AREA- 960 SF
<br /> OFFICE FLOOR AREA- 384 SF
<br /> SEWER SERVICE,tfNE / +y S
<br /> I
<br /> '� 6 �$ //�� o LDS
<br /> 302.0 FG 299.0 EG ZONING:
<br /> ,' �� ,/'/* f f f f I la - I- RESIDENTIAL LOW DENSITY DISTRICT (R-1)
<br /> H -,
<br /> \ / ./ d ROOF AREA= d 299.77 INV.
<br /> \ \�`� �'/ /-+/ 480 S.F. 1,161 S.F. 4 SD I SETBACKS (MINIMUM): -` \\\ `� .'' /',�/ DISPERSION Io I - FRONT YARD HOUSE20'
<br /> �/ bSHOP x FRONT YARD GARAGE - 25'
<br /> \ gW
<br /> - \ 49SD-11 LET /TRENCH: AREA 0 tl OFFICE d o 10'
<br /> r24 \ `� ,/�/ 301.00 TOP N N FF=303.90 I W SIDE YARD -
<br /> /�/ 299.00 INV.4 O I o REAR YARDSTREET E YARD - 20'
<br /> `\ 32.97' .7;;-'
<br /> /. / 298.50 BOTTOM � f - 5'
<br /> SD POC - �/ :YPE 1 CATCH BASIN WITH d �303.7 FG d cn
<br /> I AUXILIARY SIDE YARD
<br /> 301.7 _ \ __�/ BMP C121: MULCHING& OCKING SOLID COVER 301.0 EG
<br /> EXIST x x" x-x-x=x-x x-x-x-x-,+ T5.13: POST-CONSTRUCTION 20.00' / 49SD INV. I 299.56 INV. I- HEIGHT:
<br /> GRADE. v SOIL QUALITYAND DEPTH 4 SD I MAX. ALLOWED: 35'
<br /> \0 FF = 303.90
<br /> g\ �\ S POC � � T' _, DS 303.7 FG x
<br /> �- 300.2 EG I. PROPOSED:UNDER
<br /> \\ \� _r_ o x PARKING:
<br /> _ o 20.00' PARKING SPACES PROVIDED=
<br /> CIIIIII) 302.69 \ \\ ���� i INLET PROTECTION PER C220, 30F�0 N 303.25 RIM x 5 IN GARAGE, 3 IN DRIVEWAY
<br /> BW `l I BLOCK&GRAVEL FILTER N 299.46 INV.
<br /> �/ - . DRIVEWAY1
<br /> TEMPORARY �1 • N TYPE 303.2 RIM SDCB `„
<br /> CONSTRUCTION p 1
<br /> 1 INSTALL C233 AT
<br /> ENTRANCE PER BMP 1 \;� • co
<br /> 298.81 INV. o d x PRIMER ER AS
<br /> ON
<br /> 1 SDCB O� „� NEEDED.
<br /> C105(SIZE TO FIT) .� 20 LF OF 2'WID��2'bEEP INLET PROTECTION I' ,
<br /> 1 I /�{ , ROOF DRAIN DISPERSION
<br /> 302.9 I 1 ______----------
<br /> / m� TRENCH OVER 24'DOWNHILL PER C220, BLOCK& I
<br /> �-i SD P0�®�'° SD 1 00% 303.98 FS NORTHERLY. 8 GRAVEL FILTER
<br /> 298.31 INV. /°�� a 302.3 EG o TYPE LOT COVERAGE
<br /> r:4 EXISTING • / a
<br /> STORMDRAIN - i SDCB INLET PROTECTI� /� `\ HOUSE AREA: 3,752 S.F.
<br /> "IlliMISERVICE LINE i o PER C220, BLO.K& I /// \ I' PORCH AREA: 346 S.F.
<br /> onto s!�vhs x GRAVEL FIL • �. Vv v �o�� o DECK AREA: 148 S.F.
<br /> LV I LING IX i i• vO` '�• /� `e\ N I• O SUB-TOTAL AREA: 4,246 S.F.
<br /> � i ^D 302.831NV. \
<br /> RIGHT-OF-WAY x Jri 7 / 4"SD4N'•oo, d4siiiiiii
<br /> LINE ; o /� SHOP AREA: 960 S.F.
<br /> 4m) ' iI1 ®� 25 GARAGEI-
<br /> ° I 1 BUILDINGTOTAL AREA: 5,206 S.F.
<br /> o ,� i I • SETBACK LINEQ I d 30I LOT AREA: 27,800 S.F.
<br /> 301'.40 \ I 2303.50 RIM I' PERCENT COVERAGE:
<br /> rn• INV. / \} / 0 4"SD • / 20'BUILDING `� 299.61 INV.° ^7 �� SETBACK LINE \ SDCB I 5,206 / 27,800 = 18.7%
<br /> CIMS) o�`li �� q / O® \ oo GAR \ / 303.63
<br /> / 300 INV. GFF=304.00FSIMAXIMUM ALLOWED = 35.0%
<br /> / //
<br /> \ 4"SD \ 303.98 FS
<br /> 4} WAY o / ,/ i
<br /> 303.4 EG INLET PROTECTION -
<br /> INSTALL C233 AT
<br /> 303.81 *) PER C220, BLOCK& I x
<br /> CONSTRUCTION BW � 0 5� ^ Oo ® GRAVEL FILTER p
<br /> PERIMETER AS } o O• 4 OO `o 302.55 INV. / TYPE I-
<br /> NEEDED. _ ,04.30 / o ® 4"SD / C")
<br /> IMPERVIOUS COVERAGE
<br /> FS=304.8►. °o, 52.70' I 0_
<br /> �+1./ ;'�� / COVERED 6"RI . R = V
<br /> & I_ RESIDENCE: 3,752 S.F.
<br /> STEPS/WALKWAY: 128 S.F.
<br /> + �HO PORCH o ROOF AREA COVERED PORCH: 346 S.F.
<br /> + � 5^� •°R O ® ,�0 4,659 S.F. ,/ 3
<br /> 0
<br /> / 4 COVERED PATIO: 117 S.F.
<br /> /+ .. / / /
<br /> /� /�,' / /FS=3►.4.9. / '`' UNCOVERED PATIO: 98 S.F.
<br /> 305.0 x / "� s/ SHOP: 960 S.F.
<br /> EXIST ,,� / / / I- DRIVEWAY: 3,025 S.F.
<br /> GRADE x�x/ // o° /\,x, /
<br /> BUILDING I = TOTAL: 8,426 S.F.
<br /> r � .'� < ® `' / °° /LOT 5 / / SETBACK LINE I i 1- LOT AREA:
<br /> ,' 27,800 S.F.
<br /> • - /dO °' < f \o BMP C�OSMGONSTREpTH
<br /> • 6, ' / SOIL QUALI" AND D
<br /> PERCENT COVERAGE.
<br /> T- _ ____-- ,x �, //'N.
<br /> , o \ I- z
<br /> / e/ 8,426 / 27,800 = 30.3%
<br /> s I.
<br /> d II o g �7�/� 3p,// �� �03.ODOINV. TWO STORY / 61.00' I _ MAXIMUM ALLOWED: 48.0%
<br /> � 1 i
<br /> IU 303.5i, RIM ��� ��/ S 302.23INV. / ris
<br /> '
<br /> 302.5t01 INV. - 04.0 FG j ,o =9� S 4"SD / I.
<br /> p 110thGt
<br /> �I SDC: , %, i6.4ECy \b ��9F�c9�. FF- 0 00 /r / / / / / / /N r I I : I
<br /> CD , r - o i I GRAPHIC SCALE
<br /> I X o° 302.37 INV. �° cy ° P 2,460 S.F. DISPERSION AREA - •�ft S't
<br /> 1 ;,, r y i INLE PROTECTION \N 4"SD JJ tiT �o\.�� �\o�J�1 iX _ a =-=ACCES'; & UTILITY x PER 220, BLOCK& O ' / < J x
<br /> EASEMENT t` �'a �` s
<br /> 0 LOT 4 OR LOT 3 GRA EL FILTER `�' / c��\�� `�\`s " '� m
<br /> I 10'SID YARD ` / ��Q, ce 306 _ - e /��� N ( IN FEET )
<br /> TYP BUILDIN \ G�QP /��� o �o INSTALL PERIMETER o�o + TREE DRIP LIyE - Horiz. Scale: 1 Inch = 10 Feet
<br /> 5.oc� \ lgjJ�\p �,° CONSTRUCTION FENCE PER h° +� PLUS 6 FEETUTI STY EASEMENT SETBACK L EGQP� BMP C103 AT TREE DRIP LINE
<br /> /
<br /> / / / /
<br /> , i \0 LOT 2 FOR �6'sp \ PLUS 6 FEET. / }�� �/ CHERRY COURT SP
<br /> 5z t °o }
<br /> _ / / 3
<br /> g LOT 5 CUSTOM
<br /> !!II �° o°" N
<br /> LOCATION OF / ± 40�� DIA.
<br /> INSTALL C233IAT I I SOIL STOCKPILE °' ' 302.10 INV. 3-CAR GARAGECONSTRUCTION �, 4 SD / � DECOMMISIONED )
<br /> PERIMETER AS I LOCATON \ g/ WATER WELL TRENCH: I EX. FIR .0 (11
<br /> NEEDED. I (COVER WITH \ / 303.80 TOP
<br /> PLASTIC DURING \ ` / TYPE 1 CATCH BASIN WITH 302.00 INV.4"0 I Q SUM Dr EROSION CONTROL
<br /> STORM EVENTS \ �7`/ 0 301.50 BOTTOM
<br /> i I ) \` ,V / ��o LOCKING SOLID COVER w & SITE PLAN
<br /> I 302.04 INV. - �\ �� m �N ro
<br /> I
<br /> 4"SD
<br /> - LOT 5 - P32077
<br /> I i I CHECK DAM PER BMP o 304.0 FG 302.00 INV. 10 SIDE YARD y
<br /> 4309 CHERRY COURT
<br /> HI C207: CHECK DAMS,
<br /> AS NEEDED. 9-
<br /> `x-x x..x x- -_--__ 308.4 EG . SD j BUILDING / �a
<br /> _ _ _ x_ x_x _x_-x-x-x- x-__x-x-x-x-x-x-x-x x-x- Jtvut ish Charters
<br /> L/I__
<br /> �P � T �- x�x�x�x�x x�x�x�x�x�x�x�x�x�x�x�x�x�x�x�x�x�x�x�
<br /> _..___ x-x-x-x-x-x-x-x-x-x-x SETBACK LINE
<br /> __ ANACORTES, WA
<br /> 174.44' JOB NO: PLAT OF "CHERRY COURT"
<br /> ,' LOT LINE&
<br /> _ s '� �0Y' PLAT BOUNDARY PROPOSED _ _ _ - - CO -� DESIGNED: LG
<br /> ' EXIST PERIMETER
<br /> 307.6 � DRAWN
<br /> GRADE PLACE SILT CONSTRUCTION EXIST N I
<br /> Heart Lake PI
<br /> �/ -- - FENCING ON DOWN FENCE PER BMP C103 - GRADE M DATE: 12/23/2020
<br /> STREAM SIDE OF LOT 4 1 I a
<br /> e I I STOCK PILE, PER I I
<br /> 1 BMP C233 I I VICINITY MAP SHEET
<br /> 31 n I 1 1 I I NTS lof2
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