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CITY OFEVERETT9 WASHLNGTON <br />270 F- <br />EX. SDMH <br />STA 25+17.4; R =6.5' <br />RIM= 58.03 <br />IE(N) 253.5 <br />REiAAIN INVERT TO NORT q FOR <br />NEW STORM CONNECTION. <br />EX. SSJYHI <br />STA 25+00.00 <br />RIM=256.35 <br />IE=248.85 8"O (N) <br />IE=252.35 8`0 (3) <br />IE=248.95 810 (S) <br />260 <br />009 <br />28LF 8"0 <br />CPEP <br />10.0OX <br />APPROX. _ -- <br />LOCATION OF EX. <br />12"9 WATER MAIN <br />WATER/SEWER CROSSING <br />IE WATER MAIN = 252.3+ <br />1E SEWER MAIN = 249.2+ 64LF 80 PV0 <br />250 __ 075 <br />240 <br />I <br />I <br />RELOCATEDCif ---TYPE 1 W/GAS <br />TRAP PER C.O.E:.STO DTI_ 410 <br />STA 25+45.5, RT=16.0' <br />RIM=256.4 <br />IE(N)=256.30 8" <br />ADJUST RIM AND INVERTS AS <br />ETARYE5FOR CROSSING NEEDS. <br />EXISTING GRADE ABOVE <br />PROPOSED SEWER MAIN <br />➢t7!ydttn't t t[ - Fs u k�' <br />25+62 5, RT = 1.6' <br />RIM=261.2 <br />IIE(W,E)=249.53 810 <br />IE(SE)=250.20 810 <br />IE(N)=249.43 810 <br />IE(SW)=249053 6"0 <br />25+00 sl <br />KRONER A VENUE <br />bi-AIIWA GE PROFILE <br />SCALE: HORZ. 1 "-50' <br />VERT.- 1 "- 5 <br />\_PROPOSED GRADE ABOVE <br />PROPOSED SEWER MAW <br />APPROX. LOCATION OF EX. 36"0 <br />DATER TRANSMISSION MAIN <br />WATER/SEWER CROSSING <br />lE WATER MAIN = 253.01 <br />1E SEWER MAIN = 249.3-± <br />270 <br />260 <br />250 <br />STA <br />240 <br />cNo <br />N <br />zi��� <br />�o <br />� <br />�®o <br />�L g <br />� N <br />�y � � <br />N N c�. <br />N <br />LAlW HOLE #2 <br />L <br />5TA 21+49.0, LT=- <br />�iIM=263.2 <br />V' \ <br />�E(W)=250.97 810 <br />/ <br />CB#1-TYPE I <br />STA 20+51.9, RT=2.1 ' i <br />RIM=259.9 <br />o <br />o <br />IE(E;S)=256.80 8 <br />2.0 <br />OLF 6"0 PVC <br />S=0,0400 <br />40LF 5'J <br />DETENTION <br />PIPE. SEE <br />19LF 8" PVC <br />@ S=O. 500 <br />SHEET 8 <br />27LF 810 PVC <br />°4 pVC <br />@ S--0.0200 <br />ji- <br />7 <br />;LIFS SO 0200 <br />LAJIV HOLE #1 <br />S <br />MH#2 -TYPE 11 72" <br />21+40.0, RT=7. <br />20+49.4, LT=4.2' <br />STI <br />RIM=260.4 <br />RI <br />=261.7 <br />IE(W)=250.07 810 <br />IEW)=252.55 <br />48" <br />IE(� <br />)=253.55 6" <br />SSiMH#1- T YPE <br />1, 48"0 <br />STA 26+76. <br />I s <br />#1-TYPE Il 72" <br />, LT=4.2' <br />IM=261.2 STI <br />20+90.0, RT= 7. <br />' <br />IE(W,E)=2 <br />9.53 870 RI <br />=260.7 <br />IE(SE)=2 <br />0.20 870 0.17°=257.55 <br />IE(N)=2 <br />9 .43 8:0 IE <br />)=252.55 48" <br />IE(S)=2 <br />9.53 610 IE(W)=253.05 <br />8" <br />IE(S)=253,55 <br />6" <br />1E <br />W =255.20 8" <br />N <br />CID <br />ca a <br />QO <br />o <br />co <br />cuss <br />N N <br />N N <br />20+00 21+00 22+00 <br />DEYEDYT,10Y VAULT <br />U LETPROPILE <br />SCALE HORZ: 1"=50' <br />VERP 1"=5' <br />m <br />0 <br />280 <br />270 <br />W/ v <br />STA 10+3, <br />IE(E,S <br />250 <br />- <br />1 STA: 12+20.41 <br />i <br />VI ELEV. 288.09 <br />K. 1.43 <br />LIC: 20.0 <br />/ <br />U <br />U <br />® U <br />.00% <br />aliTCH <br />FISTING DR1 <br />EXISTING <br />GRADE AT <br />/ <br />P <br />D FRONTING MAIN <br />DRIVEWA <br />CENTERLINE <br />PVI ELEV: 258.86 <br />PROPOSED <br />3RADE AT <br />K: 1.54 <br />DRIVEWAY C <br />NTERLWE <br />l_ C: 20. 0 <br />c3 <br />ko <br />/ <br />L6 6 <br />CB#2 -TYPE I <br />W/ VANED GRATE <br />STA 11 +25, RT=5.0' <br />RIM=273.6 <br />IE(N)=270.60 8" <br />4 <br />EX. S <br />WER STUB. SIZE, <br />DEPT <br />AND SLOPE UNKNOWN <br />/ <br />II <br />I <br />SSCO <br />STA 11 +51.0, RT=1.5' <br />RIM=274t <br />1 <br />IE(N,S)=268.57 6" <br />I <br />ADJUST INVERT AS NECESSARY FOR <br />Q�® <br />CONNECTION TO EX. SEWER STUB) <br />fed° <br />I If <br />2-00 <br />R5 <br />- <br />ANED GRATE <br />4.3, RT -5.O' <br />RIM=259.9 <br />=256.80 8" <br />�tr) <br />c <br />� <br />i" VENT HOLE 'WHEN ffi 1 - 6' OR FVC PUA;; 10+00 11+00 12+00 <br />�10T 3' NE TE) TO f t <br />�11( ') SENE %) <br />LOT3DRIVEWAYPROTILE <br />SCALE: <br />{ HORZ: I"=50' <br />-- VERT. 1 =5 <br />Fy. fi lRY TEE <br />MAX <br />y E <br />OR 'J t✓ r PPE <br />xq <br />FLOATABLE MATERIAL <br />­ mil <br />TOR & GAS TRAP" <br />-WAY <br />-LOUSE <br />13+00 <br />FX. SSCO <br />RIM 259.11 <br />i <br />EX. SDMH <br />RIM 258.03 <br />IE 8" N 253-1 <br />EX. CB <br />RIM I257 <br />INSTALL CURBING OR EQUAL ALONG <br />WEST EDGE OF NEW LOT 3 DRIVEWAY <br />TO DIRECT RUNOFF TO C13JI & C8#2 <br />RELOCATE/REPLACE EX, C6 TO <br />WEST FOR NEW SEWER MAIN, <br />dCFFP F'ACZT Or A197W AnA PAAJP <br />SCALE: 1 I <br />n� x <br />HORIZONTAL DATUM, NORTH 01006'23" EAST <br />ALONG THE MONUMENTED CENTERLINE OF <br />FEDERAL AVE, <br />VERTICAL DATUM: NAVD 1988 12BGEOID PER <br />OPUS SOLUTION <br />LEGEND <br />BASEMENT , _ <br />- RIGHT OF -WAY CENTER LINE <br />22+00 <br />PROPERTY LINE <br />® - RIGHT OF WAY <br />NOTE. ALL ROOF DRAIN <br />- - EXISTING LOT LINES <br />STUBS TO CONSIST OF 610 <br />❑HP EXISTING POWER (AERIAL) <br />PIPE SLOPED AT 2.001v. MIN. <br />SS - <br />EASEMENT <br />EXISTING SANITARY SEWER <br />5D -- EXISTING STORM DRAIN <br />TO C17Y <br />-- - - EXISTING CONTOURS <br />T�/T/-7T/%%T/T EX, EDGE OF PAVEMENT <br />C7 EXISTING CATCH BASIN (C6) <br />EXISTING STORM MANHOLE (SDMH) <br />o <br />0 <br />0 EXISTING SEWER MANHOLE (SSMH) <br />N <br />o <br />py EX. FIRE HYDRANT <br />Z <br />LL �_ <br />Ell EX. WATER METER <br />Q W <br />EX. POWER POLE <br />�W <br />EX. UTILITY POLE ANCHOR <br />W D- <br />O <br />ElEXISTING CONCRETE <br />cc <br />EXISTING ADJACENT BUILDING <br />PROPOSED EASEMENT LINE <br />PROPOSED ROADWAY CENTERLINE <br />SD PROPOSED STORM LINE <br />HOUSE <br />PROPOSED SEPTIC LINE <br />- W PROPOSED WATER LINE <br />In PROPOSED POWER (PER PUD) <br />RD PROPOSED ROOF DRAIN <br />PROPOSED ,MANHOLE <br />PROPOSED TYPE I CATCH BASIN <br />PROPOSED WATER METER <br />PROPOSED CONCRETE <br />k PROPOSED BUILDING FOOTPRINT <br />- - <br />, W/ ROOF OVERHANG <br />N <br />HARDSCAPE AREA TABLE <br />O <br />o <br />ON -SITE HARDSCAPE AREA <br />o <br />EXISTHNG MAIN HOUSE (REMAINING) = 2,760 SF, <br />o <br />EXISTING MAIN HOUSE WALK (REMAINING) = 217 Sr. <br />EXISTING CONCRETE DRIVEWAY (REMAINING) = 1,300 SF <br />LOTS 1 & 2 HARDSCAPE (3,500 SF EACH) = 7,000 SF. <br />LOT 3 DRIVEWAY NEW & REPLACED = 3 OOO SF <br />TOTAL=14,277 SF <br />OFF-51TE HARDSCAPE AREA <br />NEW 35TH STREET CURB & SIDEWALK = 600 SF <br />TOTAL = 600 SE <br />=> TOTAL NEW/REPLACED HARDSCAPE AREA=10,600 SF <br />CH'Y F CNERETT <br />REVIEWED FOR PERMIT <br />