|
Permit#: PW2210-001
<br /> Site Address: 2413 74th ST SE
<br /> H AA C K 7 4 T H 4 Owner: Haack Brothers Inc.
<br /> r ms Application Date: 10/05/2022
<br /> Description: Sitework for new SFR with Attached
<br /> Garage
<br /> SECTION 8, TOWNSHIP 8N RANGE 5E W. M . " Review
<br /> 7 7 Review Date:Status: APPROVED
<br /> 2D
<br /> 00596100000902 I I \ =\ \ \\ \ \ \ 1 _
<br /> - -I- - . - - . ,_ - - - ±76' 00596100001000 -Imo- �� ~ r. . \ 176, SITE
<br /> \
<br /> - - - \ w
<br /> 00398700200202 - - - - - \ I \ \ \ \ \ \ 1 - �
<br /> 00398700200201 I I \\ \ \ �'' \\ 1\ \\ \\ ` •\\
<br /> \ \
<br /> Ek FLOW
<br /> ARROW, \ \\ \\ BMP V101: P ESE$VING \\ -_, „.�/ "i E a, p
<br /> ')\ \ \\ (�'T'•)\ \\\ \\TURAL VEGETATION
<br /> \ b\ a a aaa
<br /> PROP.SFR ♦+ \ \ PRO Ft;SF'R
<br /> (2,014 SF) J 00398700200100 I \ \\(2,014�SF)\\ \\ \\ \\ ,Y�, \\ \ �4' 9Y
<br /> `..•••
<br /> -.b
<br /> �UNITS OF'CLEA$ING
<br /> \ \ MARK W/HIGH V1SIBiNry
<br /> \ 'f VICINITY MAP
<br /> STOCKPIL� \ �\ _I \ PLASTIC OR METAL FENCE"_--.. ^____- °•
<br /> \SEE NOTE \ \ \ \ \ -(BMP C103)(8,259 SF) -- SCALE: 1"=2,000' �•.;...
<br /> T PSpIL(BMP INSTALL SOP\ \ \ \ SILT PE CE
<br /> Ct 3: LASTIC\
<br /> / CO�Py�RING) \ \ IF NEED
<br /> se�\`oTE \ \ \i \\ \\ \\ (BMP C233`\\ LEGAL DESCRIPTION
<br /> BUENA VISTA HOME TRACTS BLK 002 D-01 - E1/2 LOT 2 BILK 2 ,max
<br /> 4B' // +I I I \48' \ 1 z'TOPSOIL -____- \
<br /> SITE DATA 06 I - \ BERM \ SITE ADDRESS: N.A.
<br /> A c _- / I \\ - \ \ \ TAX ACCOUNT NO.: 003987-002-002-01 Uj
<br /> WATER SUPPLY: CITY ^
<br /> .......... ...............
<br /> r .../ --- --- SEWAGE DISPOSAL: CITY SEWER W LL
<br /> r"J I \ GROSS SITE AREA: 0.27 ACRES � ^
<br /> / \ \ ZONING: R-1 0_
<br /> 5 EX.SFR �' '�... / I 5 F \ SFR •.. '.
<br /> _...-- u'.,_ 6' (TYP.) /�� r/' ,h' / Iw: '4 �\ (T OWNER�APPLICANT N�N
<br /> -- •� I / t/f" .'i \ �. \� \ \ 3922 87THKAVE NE L1_
<br /> / MARYSVILLE, WA 98270 W U)
<br /> ..,�, PROP. •�!,.`�•'. \. // / /PROP. ;.� . .', . \
<br /> \ CONE.D/W. E'%.PVMT. ` \ \ ` CIVIL ENGINEER O
<br /> .,.._, CONC.D/W. ..,. :.,. I'[X.PVM'r / I ...
<br /> y../ (1.253 SF) :' .'' '' ( _ 3 ( ) INC.
<br /> 'TBR PRGP" (112s SF) - "TBR, \ \\ \ OMEGA ENGINEERING, I
<br /> WATER / PROP.6" \ \ \ JOSEPH SMEBY, PE U
<br /> ••'0" �,e // -'-'-�•�.,,-, SERVICE L "' SERVI PVC CE�R 1 '\ \ 2707 WETMORE AVE.
<br /> ----. / I HMP C105: (SEE COE \ \ \ EVERETT, WA 98201
<br /> ....;• . 1
<br /> __
<br /> ----._.._.._. __ - - __..._.._.._..._ - F.425.259.1958
<br /> STABILIZED __ \ DET.801) ) 425.903.4852
<br /> ONST ENT - 1
<br /> -'__,.-. METER >s /_ LU �
<br /> P 0P. ATER I ,' c
<br /> w -W—._,_,w 1 W.-._-w.__ ....._...... w�,_w_.........-_W .—W .w--... w' - W -_... w '®"..�"•'^'� W M w w.. w _..-._w --W--W—W- w ._ W —w_,.. - �_ 74 W-.._.W _,w- -w---. �¢ 0
<br /> �-s ci
<br /> s ---ss ..._ ss _.. x 1T4 w--w - w __.-W SS ---S� ---ss --/ss s Ex:... _ 1 0 3 Si ry
<br /> ss ._....SS PAVEM hi --ss —ss -----ss --ss -- ---ss .. . 1 I PAVEMESI�T ..y,, Ss —ss L-.ss ss .ss ss _1...ss _ I 2 -N N
<br /> 74TR§`r NE--'s --ss --ss ... \ I \ 74-fi f I'IQ- � w v v
<br /> - _ -.......__ _ / APPROVED-,. ...-.., _ \ W--1-W—w ,,,- --,,.: 1_ PUBLIC WORKS DEPARTMENT LU
<br /> W
<br /> _ .__ ..- T t- w- w.- w -w—W-..._ .W - W_. .._1 W L ar:rawnya He man
<br /> �. w_._.,�w_...-w _w--w w —w— _ ._w - w'._-._wt _._..
<br /> W-- w _w W_.- w _w—... w — w w — —w \ \ \
<br /> \ \ \ \ \ I DATE:11/17/2022 N
<br /> \ \ \ \ \ \ 1 1 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> V
<br /> z
<br /> City of Everett Permit Review
<br /> -
<br /> 00398700300400 - \ 1 1 -` - -_I' 1 1 EVERETT Status:Approved Z
<br /> - - - - -
<br /> T— — — 1— . 11/17/2022 10:07:06 AM W W
<br /> Lu
<br /> SITE PLAN E: SWPPP
<br /> 0LD
<br /> z
<br /> TOPSOIL/STOCK PILE NOTE: EXISTING SOIL & VEGETATION NOTE: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC) PLAN DOES NOT CONSTITUTE W
<br /> PILES ARE TO BE COVERED W/ THE SOIL ANALYSIS FOR THIS AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF
<br /> PLASTIC SHEETING WITHIN 24 HOURS. PROJECT FOUND THE EXISTING SOILS ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES. UTILITIES). T.E.S.C.LEGEND
<br /> TO DARK BROWN SANDY LOAM, 9 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br /> CONTRACTOR TO INSTALL SILT PERCENT SLOPES WITH HARDPAN REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE -X- SILT FENCE PER COE STD DWG 214
<br /> FENCING WHERE NECESSARY ALONG ENCOUNTERED 6 TO 35 INCHES BELOW APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
<br /> PERIMETER IF VEGETATIVE BUFFER GRADE. THE SITE IN THE AREA OF VEGETATION/LANDSCAPING IS ESTABLISHED. IN I I IN CLEARING LIMITS PER BMPC103 0 N
<br /> PROTECTION. PASTURE AND AN EXISTING DRIVEWAY.
<br /> DISTURBANCE CURRENTLY CONSIST OF 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
<br /> DOES NOT PROVIDE ADEQUATE FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO = 0 ILDISTURBANCE BEYOND THE FLAGGED CLEARING UMITS SHALL BE PERMITTED. THE FLAGGING Z y
<br /> GRADING QUANTITIES: SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
<br /> NOTE: CONSTRUCTION.
<br /> CUT= 125 C.Y. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH N O 2
<br /> NO BOUNDARY SURVEY HAS EXISTING FEATURES NOTE: FILL = 125 C.Y. a t-
<br /> BEEN PERFORMED FOR THIS NO TOPOGRAPHIC SURVEY HAS BEEN ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT
<br /> PROJECT. PROPERTY PREPARED FOR THIS SITE. ALL SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTE THE DRAINAGE SYSTEM, 3 oo-
<br /> DIMENSIONS ARE APPROXIMATE EXISTING INFORMATION SHOWN IS GRADING QUANTITIES ESTIMATED BASED ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY TANDARDS. \/ 1- ZO LU
<br /> AND HAVE BEEN PROVIDED BY FROM OTHER CONSULTANTS OR BASED ON CURRENT SITE INFORMATION & 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE INIMUM REQUIREMENTS FOR 3,. F _ W
<br /> ASSUMED EXCAVATIONS NECESSARY FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES \ W H- O
<br /> INFORMATION AVAILABLE ON ON SITE OBSERVATIONS OR SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED S ORM EVENTS AND TO ENSURE THAT U W O Z
<br /> PROPOSED IMPROVEMENTS. W
<br /> THE SNOHOMISH COUNTY APPROXIMATED FROM INFORMATION SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEA E THE SITE. � V1
<br /> WEBSITE. NO ADDITIONAL AVAILABLE ON THE SNOHOMISH 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY ND MAINTAINED BY THE N W U.
<br /> SURVEY WORK HAS BEEN COUNTY WEBSITE. APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER DRAWING INDEX O
<br /> PERFORMED ON THIS SITE. STORM EVENTS. 1) COVER SHEET&SWPPP O 0
<br /> EXISTING DRAINAGE FEATURES ARE 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INS ECTED AND MAINTAINED A MINIMUM 2)DRAINAGE PLAN&SOIL AMENDMENT PLAN o APPROXIMATE F-
<br /> AND BASED ON SITE OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT.
<br /> OBSERVATIONS. B. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMEI IT BE ALLOWED TO ACCUMULATE Know what's below. O
<br /> TOTAL AREA- 0.27 AC WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE 0 a.
<br /> CLEANED PRIOR TO PAVING. THE CLEANING OPERATIOIN SHALL NOT FLUSH SEDIMENT LADEN Call two business
<br /> IMPERVIOUS AREA SUMMARY TABLE WATER INTO THE DOWNSTREAM SYSTEM. days before you dig.
<br /> PGIS sf NPGIS s Total S 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INS ALLIED AT THE BEGINNING OF
<br /> tN
<br /> W
<br /> ved 1378 LOT COVERAGE BY BUILDING SFR HEIGHT CALCS CONSTRUCTION AND MAINTAINED FOR THE DURATION F THE PROJECT. ADDITIONAL
<br /> ted 163 0 1 MEASURES MAY BE REQUIRED TO ENSURE THAT ALL AVED AREAS ARE KEPT CLEAN FOR _ a.eo. ".�LOT SIZE=11.761 SF-.27 ACRE SIDE EX.ELEV. THE DURATION OF THE PROJECT.n 0 PROPOSED SFR=2,014 SF A 35 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET C EANING TO REMOVE DEBRIS AND � 0807 Oe "JMS
<br /> d 1253 2014 3 267 SLOT COVERED BY BUILDINGS- B 34 SEDIMENT TRACKED OFF THE SITE. 0 20 40
<br /> IOU. 01 3429 3.262 SF BLDG/11,761 SF- 171 C 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP EDIMENT FROM ENTERING SURFACE II� I - 11/2/2022
<br /> 1090 2,0", 3 f04 -1X 7 X BUILDING LOT D 351 WATER BODIES IF THE PROPOSED BMPS FAIL. HORIZONTAL SCALE
<br /> COVERAGE AVG ELEV.=1403'/4=351' 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR
<br /> PROPOSED BUILDING LOT COVERAGE:17.1% MAX.BLDG HT.=351'+27'=378' NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH PRIL 30, AND FOR NO MORE THAN 20'
<br /> TOTAL BUILDING LOT COVERAGE:1:36
<br /> MAXIMUM BUILDING LOT COVERAGE:35% 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. w�
<br /> �1 2
<br />
|