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<br /> Standard Notes - Per City of Everett Site Plan Legend _
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<br />� OWNER: Banwait Gurmail & Kaur Singh _ _ _ _ _ _ _ _ � 1. A roval of this erosion/sedimentation control ESC lan does not
<br /> 2103 116th Street NE � p � BENCH MARK pp � � p � PROPERTY CORNER
<br /> 111' SEWER MANHOLE constitute an approval of permanent road or drainage design (e.g. size and
<br /> Marysville, WA 98271 �2�'NORTH AT location of roads, pipes, restrictors, channels, retention facilities, utilities . `'��
<br /> A.B.E. CA�CULATION � PROPERTY LINE � � " ''� .. i�� '
<br /> I I I INTERSECTION OF � ■ ■ � ■ ■ � � , '
<br /> z2r,d&PwE sT. 2• The implementation of these ESC plans and the construction, � ,. ,,� �.-> ��
<br /> r�"z"a 1 �
<br /> ADDRESS: 2212 PINE STREET A= 10T � � BENCHMARK maintenance, replacement, and upgrading of these ESC facilities is the �° ;;,��,'��- ' � "� � ��� � �
<br /> EVERETT, �/�/A, 98201 B= 111' ELEVATION 100'-0" —•—•—•—•—•— � °
<br /> C= 114� � } responsibility of the applicant/contractor until all construction is completed CLEARING LfMITS �� x �, r�� ���� '�'�',�
<br /> D= 111� � A and approved and vegetationllandscaping is established. '� ���� rt_-;-
<br /> 114' 10T \= �-�r#� �
<br /> JURISDICTION: Everett Total= 443� 3. The boundaries of the clearing limits shown on this plan shall be —X—X—x SILT FENCE � � ��,,J i���•'�-
<br /> COUNTY: Snohomish, WA Total divided by 4=110J5'Average Base Elevation clearly flagged in the field prior to construction. During the construction ��' ��� � ���.{` � �
<br /> ZONE: R-2 +28'max.
<br /> � � period, no disturbance beyond the flagged clearing limits shall be permitted. _______ WAGE �������vt �¢f
<br /> PARCEL: 00578700100500 BUILDING HEIGHT 26�-s%2�(26.54'+ 110.75') =137.29� � B � The flagging shall be maintained by the applicant/contractor for the duration �� 21620 84th Ave. S.
<br /> SITE AREA: 6,098.4 S.f. 111� �---- of construction. Ste. 200
<br /> TOTAL ACRES: .14 Maximum Building Elevation Allowed(28'+ 110.75')= 138.75' � � _� ------------- BUILDING SETBACKS
<br /> j - - - - - - - 4. The ESC facilities shown on this plan must be constructed in Kent, WA 98032
<br /> LEGAL DESCRIPTION: SMYTH LAND CO S 1 ST ADD BLK 001 D-00 - LOTS /� p conjunction with all clearing and grading activities, and in such a manner as
<br /> 5 & 6 t1.G7.E. Calculation to ensure that sediment and sediment laden water do not enter the draina e Sw SANITARY SEWER
<br /> PROJECT REMODEL OF EXISTING BUILDING 1 g (253)468-7696
<br /> DESCRIPTION: STORY RESIDENCE WITH NEW TWO STORY SCALE: NTS system, roadways, or violate applicable water quality standards. www.ihbarchitects.com
<br /> 5. The ESC facilities shown on this plan are the minimum requirements �■�■�■s 4" TITE LINE
<br /> ADDITION for antici ated site conditions. Durin the construction eriod, these ESC
<br /> P 9 p The drawings and plans set forth on
<br /> facilities shall be upgraded as needed for unexpected storm events and to W —W WATER this set as instrument of setvice are,
<br /> IMPERVIOUS AREA: EXISTING = 2,898 (984'+1914' Includes Shed) ensure that sediment and sediment-laden water do not leave the �a sh�i rema�,r�e prope�or�xs
<br /> PROPOSED= 1,412 (750'+382'+2$0' ��hitects. use ot' ttiis ctrawing is
<br /> ) site. �P OVERHEAD POWER limitea to a sPe��fea pro;e�t for
<br /> TOTAL = 4310 = 70.68% 6. The ESC facilities shall be inspected routinely and maintained by the pe=son5 named hereon. And for a
<br /> I I construction of one building. Any
<br /> applicant/contractor to ensure their continued functioning, especially after use or reuse of sa�d a�aW�gs �s
<br /> storm events. —�^s—���— GAS strictly prohibited without written
<br /> � I - permission of IHB Architects
<br /> w 7. The ESC facilities on inactive sites shall be inspected and maintained
<br />� � ' I a minimum of once a month or within the 48 hours following a major storm FENCE �
<br /> I event. o
<br /> I 8. At no time shall more than one foot of sediment be allowed to � // � NEW BUILDING �
<br /> JQ/{1�INFLTFRFA6�ilC�W.L6E�lJC� accumulate within a trapped catch � �
<br /> � � F �����n��� basin.All catch basins and conveyance lines shall be cleaned prior to w o
<br /> �----____ _ paving. The cleaning operation shall not flush sediment laden water into the Q Z
<br /> � - - ��°;,'�„�,�� downstream system. EXISTING BUILDINC w
<br /> �H�u� � 9. Stabilized construction entrances shall be installed at the beginning of �
<br /> �� I I �.�F� � construction and maintained for the duration of the project. Additional -r:. •- O a
<br /> � � �" measures may be required to ensure that all paved areas are kept clean for ,';', ;' � ASPHALT �
<br /> � �" the duration of the project. . . �
<br /> EXISTING BUILDING 10. The Contractor shall rovide eriodic street cleanin to remove debris
<br /> � P P 9 . CONCRETE SLAB N r.
<br /> i � ��-- �iu,x —���NM�,�.�� = and sediment tracked off the site. LL �- O
<br /> u �T�°��� � 11. A ro riate measures shall be taken to sto sediment from enterin N
<br /> F ��°'� e�iLLn�„r�m,in�,rrr�e� pp p p g CRUSHED ROCK W
<br /> ��.��.�,���a� surface water bodies if the proposed BMPs fail. Q� � �
<br /> ���F�� .,���� 12. Bare and/or disturbed soils shall remain uncovered and/or 2%.� GRp,DE SLOPE DIRECTIONAL ARROW
<br /> � �/ � ������� ��.�+� .. unstabilized for no more than 2 days from October 1 through April 30, and z f- <(
<br /> � _����' \ _._ � . for no more than 7 days from May 1 through September 30. � �
<br /> \ , Site Plan Keyed Notes 0 w �
<br /> �P - z �-
<br /> � � r�� a S lash Block Detail , S�It Fence DetaiN 2
<br /> � - - 1 REMOVE EXISTING TREE � �- W
<br /> a � N.T.S. N.T.S. O Q N �
<br /> � � Q � I � 2O PAVED ASPHALT DRIVEWAY Q N ?
<br />� I ° � N W
<br /> � Q � �3 CONCRETE APRON �
<br /> I �� , > �
<br /> �� PROPOSE 4'H. � � 4 LAWN T '
<br /> I � LANDSCAPE BLOCK WALI. � O +
<br /> ---�--��••-..--.F- 121 .96� �=' 5 CONCRETE TO EXITING SIDE SEWER STUB HERE �
<br /> °x--:.x x x x X�,-/��_ � .� �� � � Y I C�
<br /> _ � , x. x�—'x—it-r---�t—Tx x,�—x,--x—� �
<br /> � � .��J�.0�� � . . � , . • � ~ � � � ...� .. 2x_ X X—X—_X._x 1 x_X—=X X �X�I .
<br /> � T x-- �
<br /> I -��TBA �.K , ' r's. - } - �- - '-�(� _ _._. _' ' ': �' � � _ N � � � 20'-0" � BENCH MARKSEWERMANHOLE � 6 EXISTING UTILITY STUBS FROM STREET (WATER, GAS, —
<br /> ,x----�, _
<br /> � , � �� — — — — —� — � ETBA � 121'NORTH AT INTERSECTION O
<br /> � �, � ' ' � . ;I 7 � - � �r POWER TELJCABLE). EXTEND TO HOUSE FROM THIS (n
<br /> � 25' � OF 22nd&PINE ST. �
<br /> � ' .'. , ..,2� ' . , �O10° YI ��� � BENCHMARK ELEVATION(100'-0") O LOCATION
<br /> . " ,, •' . ` E ' • . ' EXISTING � ���co �. aCOo a'�o od'o
<br /> • . , ' � ' �1 • :> � ' . � . d.� NON-PERMITTED I 00 � � COVERED ENTRY
<br />� ' , . , 3 ADDITION / -T�
<br /> � . . • I °' . ' GROSS SF:280 $'�" � �
<br /> � � � , � EXtSTING CON� � � 5� /// � � 1 w � O 6' HIGH WOOD FENCE
<br /> � •DRIVEVE/AY I I '�'
<br /> � ' .`�s��a.sa:�Fr. l�' � �"- 9O LANDSCAPING z
<br /> .q : ,. . 14� . � W
<br /> ' ' EXISTt G BUILDING �
<br /> ' ' ��' cdoss sF:ssa NEW ADDITION� � � I�o7� W App�OVEp 10 EXISTING 6' CHAIN LINK FENCE J
<br /> ,' I, � � / GROSS SF:750/ NEW DECK r'��-�N����IG �c COMIVIU�J�,j'�j O �
<br /> � 8�_3��� � �? p GROSS SF:382 �
<br /> � � � � � t��vE�o�M�r�1-r r��
<br /> � � �� ° � / `'' x � �"" ,, �-�`�� 11 EXISTING WATER METER
<br /> . i ; N � � i I I C� gY�� � W
<br /> EXISTING `---
<br /> ��EMo� ' .°�. �� � � x W �A��-�.���� ���1""�- 12 EXISTING GRAVELAREA �-
<br />� I � .� ��� 66'-0" I � 5' 0" � z � 13 EXISTING LANDSCAPE �
<br /> -��,. :L. � � �. O �
<br /> � • . - - --- - -- - - - -- -- -- - 25' � �' r
<br /> �, : � . - - -- - -- -- _ �
<br /> � 14 EXISTING FIRE HYDRANT Q
<br /> ��_X � � - - -- -- - - -- - - -- - � - - � 1
<br /> l.,.__.�_x rn ' x. x—X— — ——— —�-1 2`.5-� —B —�— — �— — — _o— b� °O r' 'S
<br /> x—x—x—XT—x—x--x—x—x___.?1 x_x x— � °4 iD "v
<br /> � — x----x X� � �
<br /> ---� x � x � �
<br /> � � X X—� x x_ __x—X �° n �
<br /> � � 121 .96� v � � _ " � I FIRE HYDRANT 318� 15 4 DIA. SOLID PIPE FROM FT G DRAINS
<br /> � I a � � o Q `S' a , �'=�Ls �
<br /> � � �, � , �� � 16 2' W. x 20' L. DRYWELL - SEE DETAIL 1/A1.0 Te,,,S,onS:
<br /> Q � � a � a �v� I � � � City Review Oct. 12
<br /> a � ��`���� Building Coverage Area Calculations Comments 2016
<br /> � � 0 �
<br /> \ � Customer Nov.28
<br /> 2 Revision 2017 �
<br /> I � � LOT SIZE................................................................. 6,098 s.f.
<br />� i I � � I EXISTING HOUSE & GARAGE FOOTPRINT.............984 s.f.
<br /> Q \ � NON PERMITTED ADDITION.....................................280 s.f.
<br /> ° � � � HOUSE ADDITION..................................................... 750 s.f.
<br /> EXISTING BUILDING � � .......................................................
<br /> � DECK ADDITION. 382 s.f.
<br /> , � .
<br /> �' � TOTAL BUILDING COVERAGE.............................. 2,396 s.f. �obNo:
<br /> � � date: September 27, 2017
<br /> I � I TOTAL BUILDING COVERAGE PERCENTAGE _
<br /> drawn by: AP
<br /> � � 2,396/6,098 = 39% < 400�o reviewedby: IHB
<br /> TR BLD
<br /> � � � N.� , N.
<br />� Site & Drainage Plan A1
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<br /> SCALE: 1" = 10'-0"
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