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PHONE: 425-330-0444 OR ETJ0444@YAHOO.COM SCARIFY OR TILL EXISTING SUBGRADE TO 4 INCHES DEPTH (OR TO DEPTH NEEDED TOX
<br /> - STAMPED "ASPI 35975"
<br /> ACHIEVE A TOTAL DEPTH OF 12 INCHES OF UNCOMPACTED SOIL AFTER CALCULATED EX. FENCE WOOD 0.7' W. OF LINE -X X X X X X X X X I AT CORNER
<br /> LEGAL DESCRIPTION, AMOUNT OF AMENDMENT IS ADDED, SEE SPECIFIC SUBSECTIONS BELOW). ENTIRE 10' UTILITY 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. d
<br /> NUMBER 200608295167, RECORDS OF SNOHOMISH COUNTY, WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (10
<br /> WASHINGTON. PERCENT ORGANIC CONTENT) - PLACE AND ROTOTILL 3 INCHES OF COMPOSTED 2'x2'x50' 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 /> TAX N0. 01053500001300 SHOULD BE SCARIFIED AT LEAST 4 INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 x
<br /> 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 /> 20'B.S.B_L I WETLANDS
<br /> BASIS OF BEARING: THE MONUMENTED CENTERLINE OF OKLAHOMA AVENUE, AS WITHIN LAWN AREAS(5 PERCENT ORGANIC CONTENT) - PLACE AND ROT077LL 1. 75 x _ \
<br /> ------------------
<br /> INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF SOIL (A TOTAL AMENDED r w Z
<br /> THE BEARING OF N892342'E. AS PER AFN 200608295167. DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 INCHES). AS NOTED pp u�
<br /> PREVIOUSLY, SUBSOILS BELOW THIS LAYER SHOULD BE-SCARIFIED AT LEAST 4 vi. M m
<br /> BENCHMARK: SOUTHWEST PROPERTY CORNER, BEING A REBAR INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. odrn
<br /> WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, x o 10' Z7
<br /> W/ILLEGIBLE CAP, ASSUMED ELEV 100.00' AND REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN N N
<br /> DIAMETER. a
<br /> NOTES: PROP. DOWNSPOUT TYPICAL PATIO °o a DISTURBANCE
<br /> 1) BUILDING SETBACKS: 20' FRONT& REAR, 5' SIDES (ZONING R-3) OPTION 2 - a PROP. AREA. CE
<br /> 2) EXISTING WATER METER AT PROPERTY (CITY OF EVERETT) STOCKPILE SITE TOPSOILS PRIOR TO GRADING FOR REAPPLICATION:
<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' C
<br /> LESS THAN 12 INCHES: SCARIFY OR TILL SUBGRADE TO DEPTH NEEDED TO ACHIEVE
<br /> 4) GRADING QUANTITIES: TOTAL CUT. 198 C.Y. FILL: 198 C.Y. 12 INCHES OF LOOSENED SOIL AFTER TOPSOIL AND AMENDMENT ARE PLACED. ENTIRE p
<br /> HOUSE CUT/FILL 176 C.Y. SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP EJ C
<br /> LINE OF EXISTING TREES TO BE RETAINED. p I N
<br /> DRIVEWAY. CUT/FILL: 22 C.Y. PROPOSED
<br /> STOCKPILE AND COVER S011 WITH WEED BARRIER MATERIAL THAT SHEDS MOISTURE i
<br /> CRITICAL AREA: 0 CUT/FILL C.Y. YET ALLOWS AIR TRANSMISSION, IN APPROVED LOCATION, PRIOR TO GRADING. L� RESIDENCE
<br /> 5) SILT FENCE, EROSION CONTROL AND ARMORED CONSTRUCTION ENTRANCE REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING. FF01'
<br /> TO BE IN PLACE PRIOR TO CONSTRUCTION. PLACE AS NEED FOR - - r71-7'`71 i �+ 12.0' o
<br /> PROPOSED RUNOFF FROM EXPOSED SOIL DURING CONSTRUCTION. WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS - O
<br /> (10PERCENT ORGANIC CONTENT) - PLACE AND ROT077LL 3 INCHES OF COMPOSTED o
<br /> 6) STOCKPILE(S) (TO BE COVERED WITHIN 24 HOURS) TO BE MATERIAL INTO 5 INCHES OF REPLACED SOIL (A TOTAL DEPTH OF ABOUT 9.5 INCHES o
<br /> FOR A SETTLED DEPTH OF 8 INCHES). SUBSOIL'S BELOW THIS LAYER SHOULD BE • FENCE WOOD 0.6' W. OF LINE
<br /> DISPERSED AROUND FOUNDATION. z
<br /> SCARIFIED AT LEAST 4 INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF ' i
<br /> 7) CLEARING LIMIT/DISTURBED AREA= 5,100 SF OR 68 % OF THE UNCOMPACTED SOIL. RAKE BEDS TO SMOOTH AND REMOVE ROCKS LARGER THAN 2 I i i D I B z
<br /> PROJECT SITE AS SHOWN ON THE MAP. INCHES IN DIAMETER.
<br /> MULCH AREAS KITH 2 INCHES OF ORGANIC MULCH OR _
<br /> STOCKPILED DUFF,
<br /> 8) PROPOSED ROOF RUNOFF& DRIVEWAY TO BE COLLECTED WITH c� N
<br /> DOWNSPOUTS, YARD DRAINS, & STORM LINE AND BE DIRECTED TO THE WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) - PLACE AND ROTOTILL HOUSE N I I GARAGE o PROP. EVES
<br /> 1.751NCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF REPLACED SOIL (A SLAB=100.5'
<br /> PROPOSED STORM SYSTEM ON-SITE. TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8 #2311 i 4.5 I '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 /> FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED SOIL. WATER OR
<br /> HOUSE ROOF = 1,900 SF I Ln =
<br /> ROLL TO COMPACT SOIL TO 85 PERCENT OF MAXIMUM. RAKE TO LEVEL, AND � i o U p i
<br /> CONC. DRIVEWAY/SIDEWALK = 1,269 SF REMOVE SURFACE WOODY DEBRIS AND ROCKS LARGER THAN 1 INCH IN DIAMETER. I o : 1 U o 4 Iv 12.-
<br /> 2 0
<br /> UNCOVERED REAR DECK = 70 SF
<br /> 10) TOTAL NEW IMPERVIOUS AREA = 43.0 % OF TOTAL SITE OPTION 3 - I o a 19.5' ----------
<br /> IMPORT TOPSOIL MEE7ING ORGANIC MATTER CONTENT STANDARDS: I -- -----------------
<br /> * 18% HARDSCAPE/UNCOVERED DECKS OR PATIOS z .1, 6 rt-
<br /> * 25% ROOF BUILDING SCARIFY OR TILL SUBGRADE IN TWO DIRECTIONS TO 6 INCHES DEPTH. ENTIRE I V 11 0, O A TEMPORARY
<br /> / SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN DRIP �� INSTALLATION
<br /> 11) PROPOSED LOT COVERAGE= 3,239 SF OR 437. OF TOTAL SITE. LINE OF EXISTING TREES TO BE RETAINED. 7.2' ------ -- - OF SILT FENCE FOR
<br /> (CODE FOR MAX LOT COVERAGE PER CITY 50%) WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (10 PROP. WATER LINE CONNECTION CONC. WALK I EROSION CONTROL
<br /> PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL MIX CONTAINING 10 p SEE STD.
<br /> EROSION CONTROL NOTES: PERCENT ORGANIC MATTER(TYPICALLY AROUND 40 PERCENT COMPOST). SOIL N I DETAIL L 214
<br /> 1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ANY PORTION 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 TILL INTO 2 INCHES OF SOIL. PROP. POWER CONNECTION =� PROPOSED
<br /> 2. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION AND MAINTENANCE OF ALL PLACE 3 INCHES OF TOPSOIL MIX ON THE SURFACE. RAKE SMOOTH AND REMOVE ' n
<br /> SURFACE ROCKS OVER 2 INCHES DIAMETER. MULCH PLANTING BEDS WITH 2 INCHES J-' O CONCRETE
<br /> INSTALLED EROSION AND SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS. OF ORGANIC MULCH. 10' UTILITY EASEMENT, v� "� DRIVEWAY
<br /> 3. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENTS FROM ENTERING
<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. NEW 1" METER O 5% m
<br /> MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. PLACE 3 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OF 2�A vi
<br /> SOIL. WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT MAXIMUM. RAKE TO LEVEL, Iz m
<br /> 2-2.2 SMALL PARCEL BMPS AND REMOVE SURFACE ROCKS LARGER THAN 1 INCH IN DIAMETER.
<br /> 2-2.2(1) BMP E5.10 PLANNED CLEARING AND GRADING CLEARING AND GRADING OF THE EXISTING 8" WATER I ^' I 20'B.S.B.L
<br /> METER TO BE
<br /> SITE SHOULD BE PLANNED PROPERLY. IT IS IMPORTANT TO CLEAR ONLY THE AREAS 12.2 DOWNSPOUT DISCONNECTION AS PART OF MEETING MINIMUM
<br /> UPGRADED TO 1" FOR
<br /> NEEDED, THUS KEEPING EXPOSED AREAS TO A MINIMUM. CLEARING SHOULD BE PHASED REQUIREMENT J5 FOR ON-SITE STORMWATER MANAGEMENT, THE FOLLOWING /�
<br /> SO THAT ONLY THOSE AREAS THAT ARE ACTIVELY BEING WORKED ARE UNCOVERED. DOWNSPOUT DISCONNECTION METHODS SHALL BE CONSIDERED, IN THE FOLLOWING FIRE SPRINKLER
<br /> CLEARING LIMITS SHOULD BE FLAGGED AND RENEWED BY THE APPROPRIATE CITY ORDER: SYSTEM f 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 WIDE
<br /> 2-2.2(2)BMP ES.20 EXCAVATED BASEMENT SOIL EXCAVATED BASEMENT SOIL SHOULD 2. BMP 12.40 RAINGARDENS EX. SEWER STUB 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 UNTIL OTHER INNOVATIVE DOWNSPOUT CONTROL BMPS SUCH AS RAIN BARRELS,
<br /> THE SOIL IS EITHER USED OR REMOVED. PILES SHOULD BE SITUATED SO THAT ORNAMENTAL PONDS, DOWNSPOUT CISTERNS, OR OTHER DOWNSPOUT WATER STORAGE OKLAHOMA AVE.
<br /> SEDIMENT DOES NOT ERODE INTO THE STREET, ADJOINING YARDS AND DOES NOT DEVICES MAY ALSO BE USED TO MEET MINIMUM REQUIREMENT#5 WITH PRIOR
<br /> ENTER SURFACE WATER. APPROVAL BY THE CITY.
<br /> N 89'23'42" E
<br /> 2-2.2(3) BMP ES.30 BACKFILLING BASEMENT WALLS SHOULD BE BACKFILLED AS SOON FOUND REBAR W/ FOUND REBAR W/CAP
<br /> AS POSSIBLE AND THE LOT ROUGH GRADED. THIS PRACTICE WILL ELIMINATE LARGE ILLEGIBLE CAP AT CORNER V� N 89'22'43" E 60.00' STAMPED "ASPI 35975"
<br /> SOIL MOUNDS WHICH ARE HIGHLY ERODIBLE AND PREPARES THE LOT FOR TEMPORARY 1 ASSUME 100' ELEV. 0.1' (5) & 0.1' (W) OF CORNER
<br /> COVER, WHICH WILL FURTHER REDUCE EROSION POTENTIAL. PROP. CONSTRUCTION
<br /> 2-2.2(4)BMP ES.40 REMOVAL OF EXCESS SOIL EXCESS SOIL SHOULD BE REMOVED HEIG T CALCULATIONS ENTRANCE, THUS SET OF
<br /> FROM THE SITE AS SOON AS POSSIBLE AFTER BACKFILLING. THIS PRACTICE WILL SEE COE STD. DETAIL 201 DRAWINGS SHALL
<br /> ELIMINATE ANY SEDIMENT LOSS FROM SURPLUS FILL. PO1N WA LENGTH ELEVATION TTAL/
<br /> 2-2.2(5)BMP ES50 MANAGEMENT OF SOIL BANKS IF A LOT HAS A SOIL BANK A 47'-0" , 7 4, 7 PW 1509 -©�I ISE ON JOB SITE
<br /> HIGHER THAN THE CURB, THE BANK SHOULD BE LOCATED SEVERAL FEET BEHIND THE ■,
<br /> CURB AND A SHALLOW TRENCH SHOULD BE EXCAVATED BETWEEN THE BANK AND THE B 4'-0" r 4,4 ST A U.A"- TIMF C
<br /> CURB. THIS PRACTICE WILL HELP PREVENT ANY ERODED SEDIMENT FROM ENTERING THE C 4 '-0" 4, FILE C
<br /> STREET. 2- D 44 0" 4 444 d "
<br /> 2.2(6)BMP ES60 CONSTRUCTION ROAD ACCESS GRAVEL OR CRUSHED ROCK SHALL BE TOTAL 182'-0" ,382 O`,U {}-M(,1 .� j����'-ZoIS - SITE, UTILITY, AND DRAINAGE PLAN
<br /> APPLIED TO THE DRIVEWAY AREA AND VEHICLE TRAFFIC RESTRICTED TO THIS ONE f '`I r & TESC AND GRADING PLAN FOR
<br /> ROUTE. DRIVEWAY PAVING CAN BE INSTALLED DIRECTLY OVER THE GRAVEL. THIS AVERAGE EXISTING GRADE =A 101' JACOBSEN HOMES, INC.
<br /> MEASURE WILL HELP PREVENT SOIL FROM ADHERING TO TIRES AND STOP SOIL FROM \ r- 1�1 SC<'.LE. 1" = 10' 17,/ �?F EVERETT_
<br /> WASHING INTO THE STREET. THIS CONSTRUCTION ACCESS REQUIRES PERIODIC \ " \` *"' rt r'"' (''�; W PW1509-021 -2315 OKLAHOMA AVENUE
<br /> INSPECTION AND MAINTENANCE INCLUDING WASHING, TOPDRESSING WITH ADDIT70NAL 10 0 10 R E tI I EV -® FOR R 'PERMIT IN THE NE 1/4, SW 1/4 OF SECTION 17, T.29N., R.5E., W.M.
<br /> STONE, REWORKING AND COMPACTION. V CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> DATE: 11/10/15 JOB NO. 2015-131 l�
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