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1 <br /> SE 1/4, NW 1/4, SEC.13, T.28N, R.04E, W.M. <br /> CITY OF EVERETT, WASHINGTON <br /> IJ 3 SPLASH BLOCKS FOR <br /> ° / MAJORITY OF ROOF RUNOFF 4—Li I <br /> / ° I ° 'EX.' <br /> D�VY°1 a I' (1,388 SSF).HEET SEE DETAIL /I I I I I <br /> \ I \ <br /> / 4 1 1 / / / / / / / Z <br /> 2X10 LF DISPERSION c <br /> ° ° ,,/, <br /> ° °° °° I TRENCH FOR ROOF DRAIN <br /> u' / 1 PATIO 10' AREAS (-348 SF). SEE \ \ <br /> / °° ° ° °a. IN I DETAIL SHEET 4. \ \ <br /> �// 1 D.00' — \— <br /> S89'01'32"W > <br /> \ >NEW 1" WTR • 1=--- <br /> METER FOR SFR <br /> I I <br /> EX. SS STUB 1 I I 10' MIN 25' MIN. \ <br /> FOR SFR i I FLOWPATH \ I <br /> 1 SS L I ' II I I �TTTT T <br /> I PROP. SFR f / <br /> J <br /> de I I •• d • I <br /> a 4 TIGHT LINE SOUTH •• <br /> •' /) <br /> e ae e e • e1 ROOF AREAS TO I e ° e EX. SHOP <br /> a e • e- ( — DISPERSION TRENCH e' . • I . ` o o I <br /> v <br /> c�i� /.e� e ° e ° / . PROP. \ .. / o <br /> W f ' " a e e a°. / SHOP o ^ I <br /> W e y <br /> PARKING.. / Z- co <br /> e. <br /> W e d ° • PROP. ••:a. e'. a a d Q• • I .e ;�� <br /> •DWY . d ee '.e e <br /> W a e e d d; a • I O <br /> e e. e d a N �� <br /> oo <br /> e • <br /> ,>C �e7. c �1 c -/ e to e <br /> d- 4 \ •• s\U) <br /> / O <br /> \ <br /> / oo I PROP. 10'112.5' MIN. VEG. FLOWPATH <br /> 10'X 10' <br /> N. o TURNOUT \ <br /> N N89'01 TURNOUT — — — <br /> / y'o 120.00' V / 7 \ <br /> •'GRADE SFR PARKING AND D\/ GRADE SHOP PARKING \/ 10—15 MIN. VEG. FLOWPATH E AND TURNOUT IN A <br /> DRIVEWAY IN A SOUTHERLY /�/ / / ,\� SOUTHEASTERLY AND \ <br /> / I DIRECTION TOWARDS GRAVEL STRIP < / /J EASTERLY DIRECTION <br /> / I/ <br /> � \ � �TOWARDS GRAVEL STRIP /I \ <br /> u) I ass I r(/ \ <br /> S <br /> HED j L// /� \ <br /> EX. SFR/ / \ I 1 <br /> � / <br /> / / a° PATa0 ° <br /> / i , <br /> ® I 1/ <br /> HARDSCAPE AREA CALCULATION DRAINFIELD NOTE <br /> TOTAL PROPERTY AREA: 9,748 (0.224 AC) ACCORDING TO SNOHOMISH COUNTY <br /> HEALTH DISTRICT RECORDS THERE ARE NO <br /> ON—SITE HARDSCAPE KNOWN EXISTING DRAINFIELDS WITHIN 100 <br /> EX. SHOP 573 SF. FEET OF THE SITE. `(4..i. <br /> PROP. SFR 1,736 SF. 1 <br /> PROP. DWY 1.942 SF. CONTOUR &FEATURES NOTE <br /> TOTAL 4,251 SF. CONTOURS AND EXISTING STRUCTURES <br /> SHOWN BASED ON THE CITY OF EVERETT <br /> I <br /> OFF—SITE HARDSCAPE GIS INTERACTIVE MAPPING. <br /> PROP. DWY 434 SF. BOUNDARY LINE NOTE <br /> TOTAL 434 SF. SCALE: 1" = 20' <br /> BOUNDARY LINES ARE SHOWN BASED ON MINIM <br /> THE PLAT MAP RECORDED UNDER 0 20 40 <br /> TOTAL NEW/REPLACED HARDSCAPE: 4,112 SF. AFN 1469835. <br /> �� A. <br /> o f� CALL 811 TWO (2) <br /> ' ur <br /> nor BUSINESS DAYS <br /> - : /, <br /> • .4)) 57009 g-V4w <br /> . ,-,,,p. BEFORE YOU DIG <br /> .#SSIONAL#Cs TAX ACCOUNT NO.(S): SITE ADDRESS: <br /> 28041300204900 8829 HARDESON RD <br /> 04-05-2022 PFN 22— EVERETT, WA 98204 <br /> COPYRIGHT© 2022 <br /> WESI DRAINAGE PLAN FOR: <br /> /4: <br /> (425) BOYKOSFR (EVERETT) <br /> LAND USE <br /> <:-' .,, 356-2700 SE 1/4, NW 1/4, SEC.13 T.28N, R.04E, W.M. <br /> CONSULTANTS <br /> CITY OF EVERETT, WASHINGTON <br /> PLANNING 0 ENGINEERING e SURVEYING DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE <br /> NAT 03/09/22 T. SARKELA 1"=20' <br /> * 9740 EVERGREEN WAY * EVERETT * WA * 98204 * DRAWING FILE NAME CHECKED BY F.B. NO. JOB NUMBER SH FT <br /> VISIT OUR WEBSITE AT: WWW.WESI.CO 220208ABASE.DWG TAS — 22-0208-A 3 OF 4 <br />