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ACHIEVEA TOTAL DEPTH OF 12INCHESOFUNCOMPACTEO SOIL AFTER CALCULATED EX. FENCE WOOD 0.7' W. x
<br /> LEGAL DESCRIPTION. AMOUNT OF AMENDMENT IS ADDED, SEE SPECIFIC SUBSECTIONS BELOW). ENTIRE 10, UTILITY I EASEMENT,
<br /> LOT 13, 12TH ST. PARTNERS DIV. 1 - DONOVAN LANE, PLANNED SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP AF200608295167
<br /> RESIDENTIAL DEVELOPMENT, RECORDED UNDER AUDITOR'S FILE LINE OF EXISTING TREES TO BE RETAINED. �r
<br /> NUMBER 200608295167, RECORDS OF SNOHOMISH COUNTY, WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS(10
<br /> WASHINGTON. PERCENT ORGANIC CONTENT) - PLACE AND ROT077LL 3 INCHES OF COMPOSTED 2'x2'x5O' PROPOSED
<br /> MATERIAL INTO 5 INCHES OF SOIL (A TOTAL DEPTH OF ABOUT 9.5 INCHES, FOR A INFILTRATION TRENCH;
<br /> ADDRESS: 2315 OKLAHOMA AVENUE, EVERETT, WA 98201 SETTLED DEPTH OF 8 INCHES). AS NOTED PREVIOUSLY, SUBSOILS BELOW THIS LAYER CONNECT ALL DOWNSPOUT
<br /> SHOULD BE SCARIFIED AT LEAST 4 INCHES FOR A FINISHED MINIMUM DEPTH OF 12 x
<br /> TAX N0. 01053500001300 INCHES OF UNCOMPACTED SOIL RAKE BEDS TO SMOOTH AND REMOVE ROCKS LARGER DRAINS TO RUN TO TRENCH 5' S, PROP. OVERFLOW
<br /> SITE AREA: 7,500 SF OR 0.172 ACRES THAN 2 INCHES DIAMETER. MULCH AREAS WITH 2 INCHES OF ORGANIC MULCH. FROM TRENCH TO
<br /> BASIS OF BEARING: THE MONUMENTED CENTERLINE OF OKLAHOMA AVENUE, AS WITHIN LAWN AREAS(5 PERCENT ORGANIC CONTENT) - PLACE AND ROTOTILL 1. 75 20'B.SB.L I WETLANDS
<br /> -- ----------------------- -
<br /> THE BEARING OF N8923'42 E. AS PER AFN 200608295167. INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF SOIL(A TOTAL AMENDED 1 ---- -
<br /> w Z
<br /> DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 INCHES). AS.NOTED m Z itY
<br /> PREVIOUSLY, SUBSOILS BELOW THIS LAYER SHOULD BE-SCARIFIED AT LEAST 4 vi
<br /> BENCHMARK: SOUTHWEST PROPERTY CORNER, BEING A REBAR INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. ai' � Q 0 5%
<br /> W/ILLEGIBLE CAP, ASSUMED ELEV 100.00' WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, x �; or 10' - N
<br /> AND REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN , vi
<br /> DIAMETER. i a CONC, p '
<br /> NOTES: PROP. DOWNSPOUT TYPICAL o K
<br /> 1) BUILDING SETBACKS. 20'FRONT& REAR, 5' SIDES (ZONING R-3) OPTION 2 - a a PROP. AREA OF
<br /> PATIO
<br /> 2) EXISTING WATER METER AT PROPERTY (CITY OF EVERETT)
<br /> STOCKPILE SITE TOPSOILS PRIOR TO GRADING FOR REAPPLICATION: ------------------------- -- -- -----� DISTURBANCE
<br /> -�
<br /> 3) EXISTING SEWER STUB AT PROPERTY (CITY OF EVERETT) IF PLACED TOPSOIL PLUS COMPOST OR OTHER ORGANIC MATERIAL WILL AMOUNT TO 8' 35.0'
<br /> LESS THAN 12 INCHES: SCARIFY OR TILL SUBGRADE TO DEPTH NEEDED TO ACHIEVE ' C
<br /> 4) GRADING QUANTITIES: TOTAL CUT.- 198 C.Y. FILL: 198 C.Y. 12 INCHES OF LOOSENED SOIL AFTER TOPSOIL AND AMENDMENT ARE PLACED. EN77RE
<br /> HOUSE: CUT/FILL 176 C.Y. SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP I TjLo
<br /> CUT/FILL: 22 C.Y.
<br /> U 'NE OF EXISTING TREES TO BE RETAINED. i p I
<br /> DRIVEWAY. I N
<br /> - ��
<br /> STOCKPILE AND COVER SOIL VA7H WEED BARRIER MATERIAL THAT SHEDS MOISTURE
<br /> PROPOSED
<br /> CRITICAL AREA: 0 CUT/FILL C.Y. YET ALLOWS AIR TRANSMISSION, IN APPROVED LOCATION, PRIOR TO GRADING. i L� RESIDENCE r
<br /> SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION ENTRANCE I L__________�,
<br /> 5
<br /> ) REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING. � I FF=101' i in
<br /> TO BE IN PLACE PRIOR TO CONSTRUCTION. PLACE AS NEED FOR
<br /> PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS T-j/7"�7' j O 12'0' i �•
<br /> r10PERCENT ORGANIC CONTENT)) - PLACE AND ROT077LL 3 INCHES OF COMPOSTED / i / p - - - O
<br /> 6) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE MATERIAL INTO 5 INCHES OF REPLACED SOIL fA TOTAL DEPTH OF ABOUT 9.5 WCHE- p
<br /> DISPERSED AROUND FOUNDATION. FOR A SETTLED DEPTH OF 8 INCHES). SUBSOIL'S BELOW THIS LAYER SHOULD BE FENCE WOOD 0.6' W. OF LINE, F I O
<br /> SCARIFIED AT LEAST 4 INCHES, FOR A FINISHED MINIMUM DEP774 OF 12 INCHES OF i
<br /> 7) CLEARING LIMIT/DISTURBED AREA= 5,100 SF OR 68 9 OF THE UNCOMPACTED SOIL RAKE BEDS TO SMOOTH AND REMOVE ROCKS LARGER THAN 2 i Z
<br /> B
<br /> PROJECT SITE AS SHOWN ON THE MAP. INCHES IN DIAMETER. MULCH AREAS WITH 2 INCHES OF ORGANIC MULCH OR - 1 D I i
<br /> 8) PROPOSED ROOF RUNOFF& DRIVEWAY TO BE COLLECTED WITH STOCKPILED DUFF.
<br /> DOWNSPOUTS, YARD DRAINS, & STORM LINE AND BE DIRECTED TO THE WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) - PLACE AND ROT07ILL HOUSE / N i ( GARAGE o i PROP. EVES
<br /> PROPOSED STORM SYSTEM ON-SITE 1.751NCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF REPLACED SOIL (A SLAB--100.5'
<br /> TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 12311 / I 4'5' I j 5•
<br /> 9) PROPOSED IMPERVIOUS AREA TOTAL = 3,239 SF INCHES). SUBSOIL'S BELOW THIS LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES, 3
<br /> HOUSE ROOF = 1,900 SF FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. WATER OR 1
<br /> ROLL TO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, AND ' i o=
<br /> CONC. DRIVEWAY/SIDEWALK = 1,269 SF REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN DIAMETER. 1 �W i
<br /> UNCOVERED REAR DECK = 70 SF o i v N 12-0
<br /> 10) TOTAL NEW IMPERVIOUS AREA = 43.0 9 OF TOTAL SITE OPTION 3 - o i 19.5' -----------
<br /> IMPORT TOPSOIL MEE77NG ORGANIC MATTER CONTENT STANDARDS: __________________ I
<br /> * 189 HARDSCAPE/UNCOVERED DECKS OR PATIOS z -- r� U, R-
<br /> * 259 ROOF/BUILDING SCARIFY OR TILL SUBGRADE 1N TWO DIRECTIONS TO 6 INCHES DEPTH. ENTIRE /J� V 11 0, A TEMPORARY
<br /> SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP //////1�_ _ INSTALLATION
<br /> 11) PROPOSED LOT COVERAGE= 3,239 SF OR 439 OF TOTAL SITE. LINE OF EXISTING TREES TO BE RETAINED. 1 z 7.2' ------ -- - I OF SILT FENCE FOR
<br /> (CODE FOR MAX LOT COVERAGE PER CITY 509) 1417HIN STORMWATER DRAINAGE SYSTEM LOCA77ONS OR LANDSCAPED AREAS (10 PROP. WATER LINE CONNECTION CONC. WALK EROSION CONTROL
<br /> PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL MIX CONTAINING 10 N SEE COE STD.
<br /> EROSION CONTROL NOTES: PERCENT ORGANIC MATTER (TYPICALLY AROUND 40 PERCENT COMPOST). SOIL i ( DETAIL 214
<br /> 1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY POR77ON MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. PLACE 3
<br /> SEDIMENT TRACKED OFF THE SITE. INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND 77LL INTO 2 INCHES OF SOIL ,
<br /> IN THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL
<br /> PLACE 3 INCHES OF TOPSOIL MIX ON THE SURFACE. RAKE SMOOTH AND REMOVE PROP. POWER CONNECTION , _ PROPOSED ,
<br /> v
<br /> INSTALLED EROSION AND SEDIMENT CONTROL BMPS ESPECIALLY AFTER STORMS. SURFACE ROCKS OVER 2 INCHES DIAMETER. MULCH PLANTING BEDS NTH 2 INCHES O CONCRETE
<br /> J. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING OF ORGANIC MULCH. 10' UTILITY EASEMENT, v "� DRIVEWAY
<br /> WATERWAYS IF THE PROPOSED BMPS FAIL WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL AF200608295167
<br /> 4. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED MIX CONTAINING 5 PERCENT ORGANIC MATTER (TYPICALLY AROUND 25 PERCENT
<br /> FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO COMPOST). SOIL PORTION MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. Q• ' m
<br /> PLACE 3 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OF
<br /> MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. NEW 1" METER o 5%
<br /> $� ; Ui
<br /> 2-22 SMALL PARCEL BMPS SOIL WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT MAXIMUM. RAKE TO LEVEL, Q p
<br /> AND REMOVE SURFACE ROCKS LARGER THAN 1 INCH IN DIAMETER. 0) J
<br /> EXISTING 8" WATER
<br /> 2-2.2(1) BMP ES IO PLANNED CLEARING AND GRADING CLEARING AND GRADING OF THE METER TO BE I N / 20'B.SB.L _ _
<br /> SITE SHOULD BE PLANNED PROPERLY. IT IS IMPORTANT TO CLEAR ONLY THE AREAS 12.2 DOWNSPOUT DISCONNECTION AS PART OF 44EE77NG MINIMUM ------------ -- ------------------ --
<br /> NEEDED, THUS KEEPING EXPOSED AREAS TO A MINIMUM. CLEARING SHOULD BE PHASED REQUIREMENT J5 FOR ON-SITE STORMWATER MANAGEMENT, THE FOLLOWING UPGRADED TO 1" FOR
<br /> SO THAT ONLY THOSE AREAS THAT ARE ACTIVELY BEING WORKED ARE UNCOVERED. ' DOWNSPOUT DISCONNEC77ON METHODS SHALL BE CONSIDERED, IN THE FOLLOWING FIRE SPRINKLER
<br /> CLEARING LIMITS SHOULD BE FLAGGED AND REVIEWED BY THE APPROPRIATE CITY ORDER: SYSTEM _ - PROPOSED PROP. STOCK PILE
<br /> OFFICIAL IN THE LOT OR AREA PRIOR TO THE INITIATION OF CLEARING. - - MIN. 10'
<br /> 1. BMP 12.30 ON-SITE INFILTRATION AREAS 1.2 2-2.2(2) BMP ES.20 EXCAVATED BASEMENT SOIL EXCAVATED BASEMENT SOIL SHOULD 2. BMP 12.40 RAINGARDENS EX. SEWER STUB WIDE CONCRETE
<br /> BE LOCATED A REASONABLE DISTANCE BEHIND THE CURB, SUCH AS IN THE BACKYARD 3. BMP 12.50 DOWNSPOUT DISPERSION DRIVEWAY
<br /> OR SIDE YARD AREA. THIS PRACTICE WILL INCREASE THE DISTANCE ERODED SOIL MUST -
<br /> TRAVEL TO REACH THE STORM SEWER SYSTEM. SOIL PILES SHOULD BE COVERED UN71L 01HER INNOVATIVE DOWNSPOUT CONTROL BMPS SUCH AS RAIN BARRELS,
<br /> THE SOIL 1S EITHER USED OR REMOVED. PILES SHOULD BE SITUATED SO THAT ORNAMENTAL PONDS, DOWNSPOUT CISTERNS, OR 07HER DOWNSPOUT WATER STORAGEOMA
<br /> SEDIMENT DOES NOT ERODE INTO 774E STREET, ADJOINING YARDS AND DOES NOT DEVICES MAY ALSO BE USED TO MEET MINIMUM REQUIREMENT 15 W17H PRIOR OKLAH AVE.
<br /> - _
<br /> ENTER SURFACE WATER. APPROVAL BY THE OTY.
<br /> N 8923'42" E
<br /> 2-2.2(3)BMP ES30 BACKFILLING BASEMENT WALLS SHOULD BE BACKFILLED AS SOONFOUND REBAR W/CAP
<br /> N
<br /> AS POSSIBLE AND THE LOT ROUGH GRADED. THIS PRACTICE WILL ELIMINATE LARGE FOUND REBAR W/ �� 89'22'43" E 60.00'
<br /> SOIL MOUNDS WHICH ARE HIGHLY ERODIBLE AND PREPARES THE LOT FOR TEMPORARY ILLEGIBLE CAP AT CORNER STAMPED "0511
<br /> ASSUME 100' ELEV. 0.1' (s) ac 0.1' (W)W) OF OF CORNER
<br /> COVER, WHICH WILL FURTHER REDUCE EROSION POTENTIAL
<br /> PROP. CONSTRUCTION
<br /> 2-2.2(4)BMP ES.40 REMOVAL OF EXCESS SOIL EXCESS SOIL SHOULD BE REMOVED HEIGHT CALCULATIONS ENTRANCE, I
<br /> FROM THE 517E AS SOON AS POSSIBLE AFTER BACKFILLING THISPRAC77CE WILL SEE COE STD. DETAIL 201
<br /> ELIMINATE ANY SEDIMENT LOSS FROM SURPLUS FILL POINT ALL LENG ELEVATION TOTA ++ p
<br /> 2-2.2(5) BMP ES.50 MANAGEMENT OF SOIL BANKS IF A LOT HAS A SOIL BANK A 7_ , 47 C{5Dq-Dvlr�j NOV 2 0 2015
<br /> HIGHER THAN THE CURB, THE BANK SHOULD BE LOCATED SEVERAL FEET BEHIND THE PW �so5-v
<br /> CURB AND A SHALLOW TRENCH SHOULD BE EXCAVATED BETWEEN THE BANK AND THE B 4 '-0" 44 APPROVED
<br /> CURB. THIS PRACTICE WILL HELP PREVENT ANY ERODED SEDIMENT FROM ENTERING THE G 47•_ ^ (11 1 47 PLANNING&COMMUNITY I �i"-Y 0- .. iF �.. �'
<br /> STREET 2- D 44'-0' 0O, n 4,44 DE%EP NTDEPT. � F&
<br /> 2.2(6) BMP ES.60 CONSTRUC77ON ROAD ACCESS GRAVEL OR CRUSHED ROCK SHALL BE TOTAL 1821-0" 18,382 SITE, UTILITY, AND DRAT EPL S
<br /> APPLIED TO THE DRIVEWAY AREA AND VEHICLE TRAFFIC RESTRICTED TO THIS ONE -3Q f, B & TESC AND GRADING PLAN FOR
<br /> ROUT£. DRIVEWAY PAVING CAN BE INSTALLED DIRECTLY OVER THE GRAVEL. THIS AVERAGE EXISTING GRADE = L q,��, 101' SCALE: 1" = 10' JACOBSEN HOMES, INC.
<br /> MEASURE WTLL HELP PREVENT SOIL FROM ADHERING TO 77RES AND STOP SOIL FROM DATE
<br /> WASHING INTO THE STREET. THIS CONSTRUCTION ACCESS REQUIRES PERIODIC y�/� p� PW1509-021 -2315 OKLAHOMA AVENUE
<br /> INSPECTION AND MAINTENANCE INCLUDING WASHING, TOPORESSING WITH ADD177ONAL 1' ` a� ����� "P 10 0 10 IN THE NE 1/4, SW 1/4 OF SECTION 17, T.29N., R.5E., W.M.
<br /> STONE, REWORKING AND COMPACTION.
<br /> ii yvva)r e Aa'&6V\ 6 VL NAF4 CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> DATE: 11/10/15 JOB NO. 2015-131 !
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