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c1cvmuo\ f,\e -, 17(Al 41J5,-(90( <br /> ' APPROVED 11 <br /> PU6Li��WORKS DEPA'TM NT APPROVED \ Comss r�l�n \a2 51�,d 04 <br /> PLANNING& COMMUNITY ��@ \ - <br /> �3Y. !i1r..lJi: /c.� :.� DEVELOPMENTDEPT. `\At 5 �+it '�C�o�C C.c AS lik_C�� "1� <br /> DATE 'f 4 : BY ZO� �1SW-t csQc ..�I ivQM - �� % ac tn,\(`Qa <br /> CITY OF EVERETT REVIEWED FOR PERMIT DATE S- l l/ <br /> Ptogo s -ox l .24 �c�S dots 14N- NN9A <br /> HEIGHT CALCULATION PROPOSED DRAINAGE <br /> 1719 SOFT OF IMPERVIOUS AREA REMAINING ON EXISTING PLAT 5-1 <br /> o <br /> DATUM POINT DRAINAGE LB 294' Q <br /> W o <br /> A= 294,72' 1735 SOFT OF ADDITION IMPERVI❑US AREA NEEDED <br /> PROPOSED 30 LF OF TRENCH WHICH IS 20% MORE DRAINAGE THAN NEEDED , x ig <br /> B= 293.39' THE NEW TRENCH WOULD COPY EXISTING SYSTEM PER ENGINEER o <br /> C= 292.70' SEE ATTACHED PAGES FOR TRENCH DETAIL <br /> D= 294,89' DRAINAGE LINE <br /> z <br /> 293.93' AVERAGE 90' S89° 15' 31" E 7 z <br /> + 28,00' ALLOWED DRAINAGE CATCH BASIN 11 C=292.70' 5.05' SETBACK m <br /> DATAN P❑INT 294' 4 ~ Q N <br /> 20,_6„ rim <br /> 32193' MAX HEIGHT \�' COVERED 37 I m <br /> OFF DATAM P❑INT z DECK 11' SEWER w <br /> 320,14' ACTUAL HEIGHT w 22' <br /> 12' STOCK PILE Il z = <br /> LEGAL DESCRIPTI❑N w Q DECK PROPOSED 151 wU ED <br /> AUG 0 2018 LOT # 1 THOMPSON SP 2012-011-001 w io' 13,5' S.F.R. 44' LD <br /> o - <br /> 58' X 57' z w ‹E Q °; o <br /> LOT COVERAGE 0 .ijj 10.5' o ,_ _ z <br /> CITY OF EVERETT cu Q \D=294.89' B=293.39't¢,�Q 1 �o <br /> Permit Services LOT SIZE 9390 SOFT ° zz``Q q <br /> 0' 20' o Q 22' a�D 12121 <br /> I <br /> moo E-- <br /> PROPOSED HOUSE 2909 SOFT z n 10.5' 4'` � o Li CU z > <br /> LOT COVERAGE 30,9% SCALE 1"=20' jn ' ._1' w = J o 0S J ct 46I- <br /> co 4 5, 12.5 W � 13 <br /> IMPERVIOUS AREA o w I A=294.72' 12' o 0_ z rY . v Q <br /> --, C in 2 b ❑VEKED 3 12' �uw D <br /> ROOF AREA 3267 SOFT /--- I PROPOSED PORCH 20' c z \ Q - I ' <br /> DECK 187 SOFT DRAINAGE CATCH BASIN ••� f DRIVEWAY SVT ACK 4;TFR o U. <br /> DRIVEWAY/PATI❑ 456 SOFT GAS & ELECTRIC LINES 4 i.N X 20,5' �` 11'-5' j <br /> 21,5 — 20' 48,5' I. d- w <br /> BEST MANAGMENT PROCTICES 10' UTILIT EA' _ MENT BACK OF CURB / F... <br /> 1 B\1P C101: PRESERVING NATURAL VEGETATION RELOCATE CURB CUT 8' DRAINAGE LINE Q I-. <br /> 121 BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT T❑ THE EAST WITH A I _ w a <br /> 141 BMP C234: VEGETATION STRIP WIDTH OF 20' PRIVATE DRIVE 15' rx <br /> DRAINAGE TRANSITIONDZONIL BACK OF CURB w c <br /> 5 BMP C1231 PLASTIC COVERING 3' WIDE PER PLAT f LU <br /> 171 BMP C220: STORM DRAIN INLET PROTECTION H Lii u_ <br /> LL a <br /> 90' N90° 00' 00" W V) 0 w <br /> I H Lij <br /> kAUN w\&� A A.\K\ 5 <br /> S 20-T ,‘()56 � <br /> s MLU <br /> LU <br /> , ,b) <br /> s <br />