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<br />SECTION TOWNSHIP _ RANGE
<br />„!
<br />L
<br />FX
<br />GARAGE
<br />._
<br />(TER)
<br />OQ582101602400
<br />---
<br />;:VIM
<br />-
<br />F :: C',D
<br />-LIMITS OF CLEARINGS
<br />--- —
<br />ROOF AREA
<br />1 _
<br />MARK W/ ORANGE
<br />(1,845 SF)A,
<br />i
<br />--�_ FLAGGING (5,429 SF)1
<br />59'05"Wn�
<br />_=N89
<br />28 54 ___
<br />vI
<br />-0
<br />--I f - v �I
<br />1
<br />_ = EX. SFR v
<br />(1--� 11 �l 1 1 h lt, r
<br />PROP 61,
<br />SEW_ _ I - ' ER
<br />CONNECTION T� SSCO 41 �— '• -" i>r - - - — a+l
<br />--
<br />! i r�
<br />_ d.�C� A
<br />I� )- _1..� � ----- Q.N.• I Y A . � _ .._ �� _� ---� � 1 � ,
<br />FIRST
<br />WALL FLOOR x ---- -- ----- "`.:.. ---._._. _. \� TBR ' y If i
<br />N00'00'46"E �, i. ' I a _o ( I� 0
<br />M—MMM M M—M—M M i I
<br />50.00' i ( WHEEL STRIP ) I�
<br />F
<br />PROP. .. (TBR) ..— (SEE,DET.) 'YARD DRAIN WATPR LINE',
<br />G� p o
<br />DUPLEX ! t$° -' J I
<br />=
<br />PERF. STUBOU T2 1
<br />h 0C10N (SEE D) I "!
<br />x 1 CONN
<br />! _ j� SDCO
<br />N89'5905
<br />I
<br />SECOND u! "128.64'
<br />T FLOOR WALL -PROP. RAVERS EX. TREE -INSTALL SILT 1
<br />- (TYP; 140 SF) (TBR; TYP•)~` 00582101602000 FENCE
<br />e
<br />1 EX GAVEL TO
<br />j-BE-USED AS
<br />"' ,I CONST, ENT.
<br />88'
<br />FX. SFR i:; RO4
<br />LU
<br />AS r L'F G- /
<br />TOPSOIL/STOCK PILE NOTE:
<br />GRASS TOPSOIL
<br />PILES ARE TO BE COVERED W/
<br />PLASTIC SHEETING WITHIN 24 HOURS.
<br />CONTRACTOR TO INSTALL SILT
<br />Ta.s
<br />FENCING WHERE NECESSARY ALONG
<br />PAVER
<br />PERIMETER IF VEGETATIVE BUFFER
<br />(TYP.)
<br />DOES NOT PROVIDE ADEQUATE
<br />PROTECTION.
<br />WHEEL STRIP DRIVEWAY DETAIL
<br />NOT TO SCALE
<br />EXISTING SOIL & VEGETATION NOTE:
<br />THE SOIL .ANALYSIS FOR THIS
<br />PROJECT FOUND THE EXISTING
<br />SOILS TO BE ALDERWOOD URBAN
<br />LAND COMPLEX. THE SITE IN THE
<br />AREA OF DISTURBANCE CURRENTLY
<br />CONSISTS OF A SEE TO REMAIN &
<br />REAR PORCH AND GARAGE TO BE
<br />DEMPOLISHED.
<br />TOTAL AREA - 0.15 Ac
<br />IAAPFRVIOl IS AIR FA 811MMARY TARI F
<br />PGIS (sf)
<br />NPGIS (sf)
<br />Total (sf)
<br />Existing To Be Removed
<br />755
<br />278
<br />754
<br />Existing (To Be Replaced)
<br />65
<br />505
<br />570
<br />Existing (To Remain)
<br />0
<br />1 281
<br />1 281
<br />New + Re laced
<br />153
<br />1.845
<br />1 998
<br />Total Site Impervious
<br />153
<br />3 031
<br />3.184
<br />NET NEW
<br />-667
<br />967
<br />300
<br />MAX. BUILDING LOT COVERAGE: N/A
<br />BUILDING LOT COVERAGE: N/A
<br />GRADING QUANTITIES:
<br />CUT = 75 C.Y.
<br />FILL = 75 C.Y.
<br />GRADING QUANTITIES ESTIMATED BASED
<br />ON CURRENT SITE INFORMATION &
<br />ASSUMED EXCAVATIONS NECESSARY FOR
<br />PROPOSED IMPROVEMENTS.
<br />HEIGHT CALCS
<br />SIDE IEX.ELEV.
<br />A 224.0
<br />B 1 225.0
<br />C 225.0
<br />D 1 224.0
<br />AVG ELEV.= 898.0' / 4 = 224.5'
<br />MAX. BLDG HT, 224.5' + 35.9' = 260.4
<br />UTILITIES NOTE:
<br />EXISTING SEWER CONNECTION TO BE
<br />RELOCATED AROUND PROPOSED
<br />DUPLEX. EXISTING WATER LINE TO
<br />BE UPGRADED IF NECESSARY.
<br />EROSION & SEDIMENTATION CONTROL NOTE:
<br />1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE
<br />AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
<br />ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES).
<br />2, THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br />REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE
<br />APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br />VEGETATION/LANDSCAPING IS ESTABLISHED.
<br />3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
<br />FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
<br />DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING
<br />SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
<br />CONSTRUCTION.
<br />4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH
<br />ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM,
<br />ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS,
<br />5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR
<br />ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES
<br />SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT
<br />SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE.
<br />6.. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE
<br />APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER
<br />STORM EVENTS.
<br />7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM
<br />OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br />8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE
<br />WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
<br />CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN
<br />WATER INTO THE DOWNSTREAM SYSTEM.
<br />9. STABIL12ED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
<br />CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
<br />MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR
<br />THE DURATION OF THE PROJECT.
<br />10, THE CONTRACTOR SHAD_ PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND
<br />SEDIMENT TRACKED OFF THE SITE.
<br />11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING. SURFACE
<br />WATER BODIES IF THE PROPOSED BMPS FAIL.
<br />12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR
<br />NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN
<br />7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br />ea 0 e
<br /><
<br />l 1 AatU,
<br />E ,L>, H1� N -
<br />I �?� �
<br />i I
<br />PERFORATED STUBOUT
<br />CONNECTION DETAIL
<br />.. NOT TO SCALE
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<br />R �a
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<br />V
<br />IN
<br />VICINITY MAP
<br />LEGAL DESCRIPTION
<br />LOTS 22 AND 23 BLOCK 16, SOUTH PARK ADDITION TO
<br />EVERETT, ACCORDING TO THE PLAT THEREOF RECORDED
<br />IN VOLUME 7 OF PLATS, PAGE 43, IN SNOHOMISH
<br />COUNTY, WASHINGTON.
<br />SITE DATA
<br />SITE ADDRESS: 4120 COLBY AVE EVERETT,WA 98203
<br />PARCEL NUMBER: 00582101602200
<br />ZONING R ,4
<br />OWNER
<br />4120 COLBY LLC
<br />PO BOX 1094
<br />WOODINVILLE, WA 98072
<br />425.344.9906
<br />PARKING REQUIREMENTS
<br />TOTAL PARKING STALLS REQUIRED:: 5
<br />DUPLEX PARKING STALLS PROPOSED: 4
<br />OTHER PARKING STALLS PROPOSED:: 1
<br />TOTAL PARKING STALLS PROPOSED: 5
<br />THE PARKING REQUIREMENTS OF 5 TOTAL STALLS FOR THE PROPOSED DUPLEX
<br />AND EXISTING SFR WILL BE ACHIEVED WITH 4 STALLS UNDER THE CANTILEVERED
<br />SECOND FLOOR OF THE DUPLEX 1 STALL CONSTRUCTED OF PAVER WHEEL
<br />STRIPS.
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<br />T.E.S.C. LEGEND 15-
<br />20-0307EJT
<br />—X— SILT FENCE PER COE STD DWG 214 8127120
<br />M I Him 1 90 CLEARING LIMITS PER BMPC103 Know what's below. s 1" = 20'
<br />Call two business Q
<br />CB INLET PROTECTION days before you dig. 1
<br />APPROVED
<br />i, /
<br />T / )G V -RE I F REVIEWED FO -
<br />
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