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NE 1/4,NW 1/4, SEC.23, T..28N.,R.4E., W.M.
<br /> CITY OFEVERETT, WASHINGTON
<br /> i
<br /> ,IGRESS/EGRESS ESM'T -r.-_ -..4-15' INGRESS/EGRESS ESM'T
<br /> 2(AFN 2037956) i 1 I (AFN 2037955) SOIL LOG INFO:
<br /> \;� 005..82O0?J053bO
<br /> 'N89$1T2?"W ,' I I
<br /> , , ---548 N89'�9"W N89'' 0L#12" BROWN SANDY LOAM
<br /> -f9�7 - ' I 547------- 9` >12" HARD PAN
<br /> ,64g I I 99:9-7
<br /> _ g_1.1 I ,1I' I
<br /> rypE NS` fi 54�. SL#2
<br /> STRUM 0"-3LIGHT BROWN SANDY
<br /> 4 SQb LOAM
<br /> - y�g5` ) i p 3
<br /> - 'SPE NS STREAM EROSION NOTES:
<br /> - = S4C_
<br /> I 1. SILT FENCING PER C.O.E. STD DWG 214 TO BE
<br /> - - 4c = ST7 .
<br /> 75' o o 'I in INSTALLED AROUND PERIMETER OF SITE PRIOR TO START OF
<br /> CONSTRUCTION.
<br /> `, '-BUFFER I /„ ,---
<br /> ------\\‘‘,`'
<br /> 00
<br /> �� 50' " 2. SMALL CONSTRUCTION ENTRANCE/EXIT PER C.O.E. STD
<br /> , 0 p , ,
<br /> 0 o I-' BUFFER ilt ) DWG 201 TO BE INSTALLED ADJACENT AT LOCATION OF
<br /> l�/45�16' SL#1 ''i l EXISTING DRIVEWAY TO PREVENT SEDIMENT FROM LEAVING
<br /> 0 0 =`� • R °W 0:1 / THE SITE. ALL STREETS TO BE FREE OF SEDIMENT PRIOR
<br /> 1 1, TO THE END OF THE WORK DAY.
<br /> , 00 oil ' ��,�'� . y� 0 i : 1
<br /> p' \ SF Iv �• ,. ,' O wi ' i Sg
<br /> = , •
<br /> o N , , 3. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET
<br /> i TAPER 95• ' A Z , ; CLEANING TO REMOVE ANY SEDIMENT TRACK OFF-SITE.
<br /> 548 ► � BUFFER TO'S0'-_ 7 5' ' ' '
<br /> ► I- p o 4. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION
<br /> ► All` BUFFER , ,� 0 AND MAINTENANCE OF ALL INSTALLED EROSION AND
<br /> SEDIMENT CONTROL BMPS, ESPECIALLY AFTER STORMS.
<br /> ► ,I R ; ; \ ,
<br /> ► ',1 ; , 0 5. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP
<br /> ► I'S "tie, f h I. SEDIMENTS FROM ENTERING WATERWAYS IF THE PROPOSED
<br /> ��/' ' I �6' At , ' ` o BMPS FAIL.
<br /> ► SL#2 , ;: \ o UNCOVERED 6. BARE ANRAND/OR UN DISTURBED
<br /> SOILS
<br /> FOR NORMORE THAN 2
<br /> i;i DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE
<br /> i, Vftf NI-
<br /> TEMPORARY THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30.
<br /> ^��,_eCONSTRUCTION M
<br /> !'►����N ENTRANCE SOIL AMENDMENT NO1ES:
<br /> ® -4i�.V A
<br /> !��@a�1 ,:-,,�4b�� 1. ALL EXISTING TOPSOIL SHALL BE STRIPED AND
<br /> +�d®d , , �o� STOCKPILED ADJACENT TO CONSTRUCTION AREAS.
<br /> 100.00 ►e�- 100.00'
<br /> W MOW APO
<br /> AMt®R ®a z W 411
<br /> __\ 1N___--Si 6 2. UPON ANAL STABILIZATION, EXISTING TOPSOILS TO BE
<br /> � ,1� _ _ _ REAPPLIED TO NEW LAWN AND LANDSCAPING AREAS.
<br /> N8821'05"W I FILL IN a. OPEN DITC '. 3. ALL REPLACED SOILS SHALL BE TILLED/AMENDED WITH
<br /> -- , ,. — N88'21'05"W WITH NEW STORM PIPE ---- 2" COMPOST IN LAWN AREAS AND 3" COMPOST IN
<br /> (z - 548-" --- 547,- LANDSCAPING AREAS.
<br /> SD _-_ — 546: 4. ANAL AMENDED TOPSOIL SHALL BE ATA MINIMUM OF
<br /> '03RD ST. S 7 DEPTH OF 8': IMPORT ADDITIONAL TOPSOIL TO SITE IF
<br /> EXISTING TOPSOIL AND COMPOST AMENDMENT CANNOT
<br /> ACHIEVE MINIMUM DEPTH REQUIREMENTS.
<br /> EX. OPEN DITCH SHALL BE
<br /> FREE OF SEDIMENT UPON I.
<br /> FINAL STABILIZATION OF SITE
<br /> LEGAL DESCRIPTION: 1
<br /> TA#5 00538200005501 AND 00538200005502
<br /> TRACT 55, PAINE FIELD NO. 5, ACCORDING TO THE
<br /> LEGEND PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS,
<br /> PAGE 85, RECORDS OF SNOHOMISH COUNTY,
<br /> BOUNDARY LINE WASHINGTON.
<br /> EXISTING LOT LINES SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND
<br /> RESERVATIONS. SITUATE IN THE COUNTY OF SNOHOMISH,
<br /> — — — — — EXISTING RIGHT-OF-WAY ;\ STATE OF WASHINGTON.
<br /> } SD EXISTING STORM DRAIN r\■,1 ll
<br /> //// iii/ iii/ //// //// //// EXISTING EDGE OF ASPHALT \" TAX PARCEL NO.:
<br /> 00538200005501
<br /> XXX EXISTING CONTOUR LINE
<br /> XXX Sl'IEADDRESS: I
<br /> PROPOSED CONTOUR LINE 2119 A/B 103RD STREET SW
<br /> CLEARING LIMITS EVERETT WA 98204
<br /> SF SILT FENCE
<br /> SCALE: 1" = 40'
<br /> ®L# SOIL LOG NUMBER I==—�
<br /> SOIL AMENDMENT LEGEND 0 40 80
<br /> R UNDISTURBED SOIL
<br /> A COMPOST AMENDED SOILS
<br /> APPROXIMATELY 28.5 CYDS OF COMPOST HAS BEEN CALCULATED A WA S
<br /> FOR AMENDMENT OF 4,600 SF. OF DISTURBED PERVIOUS AREA. O . �1, Western 425
<br /> REFER TO APPENDIX III OF THE FULL STORMWATER DRAINAGE , �� 0 Engineers, 356-2700
<br /> REPORT FOR ADDITIONAL SOIL AMENDMENT INSTALLATION & f z r :.w...Inc.
<br /> SPECIFICATIONS.
<br /> �� x TESC & GRADING
<br /> p % SURVEYOR 0 PLANNERS° ENGINEERS
<br /> `�'a 4584q I 9740 EVERGREEN WAY, EVERETT, WA., 98204 PLAN FOR:
<br /> 45sIONATL C$NDYNASTY HOMES LLC.
<br /> DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> TAS 11/2015 JAJ 11/19/2015 J. JARRELL 1" = 40'
<br /> DRAWING FILENAME CHK. BY F.B. NO. JOB NO. SHT. N0.
<br /> 11 - :'l -C.' 141366ABASE.DWG JAJ N/A 14-1366-A 1 OF 2
<br /> 'OJ }
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