Laserfiche WebLink
CITY OF EVERETT, WASHINGTON <br />LEGEND <br />RIGHT —OF --WAY CENTER LINE <br />PROPERTY LINE <br />rn — <br />RIGHT OF WAY <br />- <br />EXISTING LOT LINES <br />❑HP <br />EXISTING POWER (AERIAL) <br />c ss = <br />EXISTING SANITARY SEWER <br />— SD <br />EXISTING STORM DRAIN <br />— -- — — — <br />EXISTING CONTOURS <br />77/77, <br />EX, EDGE OF PAVEMENT <br />EXISTING CATCH BASIN (CO) <br />EXISTING STORM MAN14OLE (SDMH) <br />O <br />EXISTING SEWER MANHOLE (SSMH) <br />EX. FIRE HYDRANT <br />EX. WATER METER <br />—O— <br />EX. POWER POLE <br />E_ <br />EX. UTILITY POLE ANCHOR <br />EXISTING CONCRETE <br />��/�117117, <br />EXISTING ADJACENT BUILDING <br />— -- ® -- <br />PROPOSED EASEMENT LINE <br />— <br />PROPOSED ROADWAY CENTERLINE <br />SD <br />PROPOSED STORM LINE <br />PROPOSED SEPTIC LINE <br />W <br />PROPOSED WATER LINE <br />p <br />PROPOSED POWER (PER POO) <br />RD <br />PROPOSED ROOF DRAIN <br />PROPOSED MANHOLE <br />i•I <br />PROPOSED TYPE I CATCH BASIN <br />PROPOSED WATER METER <br />4 <br />PROPOSED CONCRETE <br />PROPOSED PAVEMENT <br />® <br />PROPOSED BUILDING FOOTPRINT <br />I <br />�L��I <br />W/ ROOF OVERHANG <br />WE <br />WE <br />240 <br />300 <br />m <br />vm <br />HE <br />t <br />V. <br />Ir <br />260 <br />N&TA <br />P <br />1 STA: <br />12+20.41 <br />VI ELEV. 288,09 <br />K, <br />1.43 <br />L C: <br />20. 0 <br />/ <br />o, <br />cn <br />.DOS <br />WATCH <br />EXISTING DR1 <br />EXISTING <br />GRADE AT <br />/ <br />FAD <br />FRON71NG MAIN <br />DRIVEWA <br />CENTERLINE <br />PW ELEV. 258.86 <br />PROPOSED <br />3RADE AT <br />K. <br />1.54 <br />DRIVEWAY C <br />NTERLINE <br />zI`C: 20.00 <br />IN— <br />C6 <br />tr5 cs <br />n� <br />c� <br />t <br />N <br />:940-:�l <br />r-, <br />L0 <br />10+00 11+00 12+00 <br />L0T9DRIVBVAYPR0FlL' <br />SCALE: HORZ: 1 "=50' <br />VERT: 1 "=5' <br />J <br />a:;; <br />WAY <br />IOUSE <br />13+00 <br />R/W <br />STING RIGHT—OF—WAY <br />VARIES 17' — 21 ' <br />EX. CURB & <br />SIDEWALK <br />5'± <br />FRONTAGE NOTE: <br />SEE DETAIL, THIS SHEET FOR <br />ADDITIONAL FRONTAGE DESIGN DETAIL. <br />!pa <br />i <br />REPLACE EX. RAMP 'WITH <br />TY REPLACE EX RAMP WITH <br />INSTALL NEW CURB AT PE D RAMP PER COE DTL TYPE D RAMP PER COE DTL <br />LOCATION OF REMOVED 32F• SEE DTL, SHEET 7 321, SEE DTL, SHEET 7 <br />DRIVEWAY ENTRANCE <br />MATCH EXISTING CURB. INSTALL 20' DWY CUB FOR <br />LOT 3 W/TYPE C RAMP AT s� <br />EAST EDGE PER COE DT 9 <br />Ud w w 320. SEE DTLt SHEET W <br />a — RELOCATE EX. U I <br />0+00 260 � 1 +00 3 T S�' T � +0 BEHID NEW SIDEWALK <br />EW POWER SERVICE PER PUD'/ / <br />/ 4V <br />— 260 -260- _ �Yo -91-1'� ~' �� -_ <br />� n as <br />INSTALL ASPHALT BERMS OIL CONCRETE._./— <br />SWALES ACROSS DRIVEWAY AREAS FOR 270 _ <br />LOTS 1, 2, & 3 TO HELP DIVERT l .: <br />DRIVEWAY RUNOFF TO NEW CB'S-- <br />FUTvRE LOT 1& 2 DR1VEWAYS�SHALL ; C• I C ( I I <br />{ — <br />P4 // \ BE INSTALLED SO THAT THEY CAN I I I <br />SUPPORT A 100,0001b TIACTOR TRUCK. <br />ASSUME 8" GONG. DWY DEPTH FUR I I ®T Z f LOT 1 <br />l <br />/ / / j , \ LOADING NEEDS. I ' ' I AREA=6, 000 St I i -AREA=6,332 SF. <br />LL <br />OIL <br />280, CONCEPTUAL SFR, \ o Z <br />2,200 SF ROOF 280 \ Q F— <br />_ AREA PER LOT (TYP) 1 o w <br />LLJ <br />Co <br />I / \ ^ego — \ <br />INSTALL CURB OR ASPHALT SWALE ALONG — — — — — — — — — wo <br />EDGE OF LOT .3 DWY TO CONVEY NEW <br />DRIVEWAY RUNOFF TO CATCH BASINS. <br />III �\ — \ _ <br />27 <br />EXISTING RIGHT-OF-WAY / �I/ ) \ / \ HOUSE <br />VARIES 29' - 36' <br />NORTH BOUNDARY \ a: rC / I I ' / \ _ . a . V SS <br />LINE OF SITE a o I <br />I <br />w � j i / / i o LOT' 3 ( I <br />PROPOSED VARIES , � II � / / / / � 10 \� / AREA=18,368 SF. � \ <br />SIDEWALK—9'-17' <br />5' <br />EX CONCH . \ \ <br />cn/ EX CONC/ '_ <br />PROPOSED CURB AND SIDEWALK, <br />SEE C.O.E. ETAIL .312, SHEET 6. <br />rk <br />NOTE. UNLESS EX. CURB IS DAMAGED <br />REQUIRING REPLACEMENT, NEW CURB <br />ONLY NEEDED ACROSS EX. DRIVEWAY ( \ \ <br />ENTRANCE TO BE RELOCATED. of \ ' I I I APPROX. LOCATION OF ITT d a <br />\ ` 1EX. WATER METER AND t o I SERVICE LINE. REMOVE \ GARAGE ° / ✓ <br />\\ ` \ \PER C.O.E. STAN ARDS / i / 29� a ✓' / / — — -- — — --- <br />® \ \ _ <br />\ \ <br />CROSS—SECTIONF 0- N TA Gx E ..—F ------ <br />URBAN NON AL RESIDE, NTIAL �mh <br />Y. GARAGE \� \ \ \ G HOUSE /� I <br />NOT TO SCALE \ \ \ \\ \ I I <br />w <br />LQ <br />1-4 <br />ul <br />-- <br />6 <br />®CD— <br />+�� <br />+ <br />eor <br />.. <br />x <br />cn <br />co <br />�� <br />(o <br />- -- <br />EXIS <br />ING GRADE AT <br />-! - <br />ROADWAY <br />CENTERLINE <br />N <br />co <br />rn <br />rn <br />co <br />CEO <br />N <br />Ln <br />N <br />� <br />N <br />N <br />N <br />t? <br />N <br />L <br />N <br />rh <br />N <br />0+00 1+00 2+00 3+00 4+00 <br />EX. PAVEMENT <br />10' ± <br />VARIES <br />RIES <br />EX PAVEMENT <br />10' <br />VARIES <br />REPLACE EX. RAMP WITH TYPE <br />D RAMP PER COE DTL 321. <br />SEE DTL, SHEET 7. WIDEN - <br />LANDING TO -8' WIDTH <br />INSTALL 20' DWY CUT FOR <br />LOT 3 W/TYPE C RA PAT' <br />EAST EDGE PER CO DTL <br />INSTALL TEMP ASPHALT RAMP TO <br />320, SEE DTL, SH ET 7 <br />ROAD GRADE: REMOVE EX. CUR <br />AND PROVIDE ASPHALT SWALE <br />a <br />ALON� EDG O <br />S <br />35T H <br />S . � <br />W W <br />W <br />WING RAMP TO <br />TOP OF CURB <br />r;oorrNc \ \ �� \ \ \ �✓iii \ <br />280 - & SLAB :. \ \ \ o \ \ \ I <br />REPLACE EX. RAMP W17 1 TYPE D <br />RAMP PER COE DTL 321. ,SEE <br />DTL, SHEET 7. WIDEN LANDING <br />a TO 15' WIDTH <br />Ll <br />REL OCA EX. UPUTY POLE 51 <br />J Sj N <br />BEHIND N W SIDEWALK WIDE ADA RAMP IN MIDDLE <br />if (NO RAMP UP BEi'7JEE <br />0�­ . �p , . TOP S/W <br />TOP <br />WING RAMP TO S/W �25' DWY L._25' DWY_®j <br />TOP OF CURB 4 ADA RAMP CUT CUT <br />L20'DW <br />Y LANDING 6' ADA RAMP <br />CUT SIDEWALK SECTION DETAIL LANDING <br />FROWTA("XE MPROVEMENT DETAIL <br />SCALE: 1 "=20' <br />i <br />HORIZONTAL DATUM: NORTH 01'06'23" EAST ALONG THE MONUMENTED <br />CENTERLINE OF FEDERAL AVE. <br />VERTICAL DATUM: NAVD 1988 128GEOID PER OPUS SOLUTION <br />g <br />0 6 <br />EXIS77NG MAIN HOUSE (REMAINING) <br />- 2,760 SF:. <br />EXIS77NG MAIN HOUSE WALK (REMAINING) <br />.= 217 SF. <br />EXIS77NG CONCRETE DRIVEWAY (REMAINING) <br />= 1,300 SF: <br />LOTS 1 & 2 HARDSCAPE (3,500 SF: EACH) <br />= 7,000 SF. <br />LOT 3 DRIVEWAY (NEW &REPLACED) <br />= 3 00(1 SF <br />TOTAL <br />=14,277 SF <br />OFF -SITE HARDSCAPE AREA <br />NEW 35TH STREET CURB & SIDEWALK <br />= 600 SF <br />TOTAL <br />= 600 SF: <br />=> TOTAL NEW/REPLACED HARDSCAPE AREA =10, 600 SE <br />SCALE: HORZ. I "=50' <br />VERT.• 1 "--5' <br />CITY OF EVERETT <br />i' I� VI ED FOR PERMIT <br />