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HomeMy WebLinkAboutR-404414i I FD / _ o w ( © o I} I o o �� 50 9 / i I I FH , ° S, 0 M PACTO �/ 14.5 - -- 4 0 q ° + 1 I o 4' 4 Ln LO 320 F C -- 13' 3 7' LO R2 48' _ _ - F & in 0.6' 1 3 � � ca 49.5 5, - - - - 77. ' i391 -_-49.5' 3, - - --- --------- -- - in / R4�5 // �� -- -- - - -- - - - --_ - --- - --- -- ------ - - - - - ---- 0 -- ----- - - \ / + - - - - - - -- -- - --- - -- --__- ---_- `p ��� � I - 4 S 88 18 04 E 134.6 3' mmmmwmm� so amN 200 o F 1200 z5 0' I qq qD qq - -- - - -�s`-------- - ---- - WIN 1200 9' - -- - R 5.0 - - R . _ - 1 _ R21I 1 1 I .0' 24' ROAD ' 3.5' I 52• +f?©AD - c,4 .8 10 51' --` R25.0' I I R�5.0' 0 19 IL I � r _ -_ -- -- -- __ - + ' 1 Ii----- ------ - - - - -- - 25.011 I' R45.0' + N 5' ° ° I' FDC I I 4' k o _ R25.0' ® FH - ! 1 _ 1 13.50 10 _ 51.4 I No 24' ROAD I 5 .3' - ----- - -- - - i I o I ®F I 53.' 11.' ' ® I O i 6 4 18' /� I t o toI (P LAY A R EI� o f C 1 I' of CN 1 I \ Cl - - ,- I 3 52.8' 00 Ln 1 I 1 l ° If 1 j i0 I---- - , - I 1 � 2 I 1 4 I q II ;� 4.5' \� I � � I 1 R24.5 i / I r FDI i ' OUTDO R25.0 I POO I I O - - -- R57.0' `, I -- o R22.0' 0I �1a0 +� ----� , - -- 1000 12' 1 ' 12' -- W N 1000 N 1000 1 - - ---------------------------- I • ��� _ -- - F_/;>" . SI�'NALK REPLACE EXIST. DRIVEWAY ❑ _CUT WITH CONCRETE SIDEWALK. I REPLACE EXIST. REPLACE EXIST. -/ DRIVEWAY CUTS WITH SIDEWALK. WITH NEW CONCRETE SIDEWALK. -- - __ DRIVE ENTRANCE S.E. 176TH ST, (PETROVITSKY RD.) I _ EX. -S�MH J RIM==.a36 119 -- - fE=426. 4 - - - 1 VERTICAL DATUM: K.C.A.S. - NGVD 1929 BENCHMARK #1: RAILROAD SPIKE 0.6' UP FROM SOUTH BASE OF TELEPHONE GUY POLE, 13.5' NORTH & 4' EAST OF SE BOUNDARY CORNER "LAND POWER PARCEL" & f 40' NORTH OF NORTH BACK CONCRETE WALK AT NORTH SIDE OF PETROVISKY RD. (S.E. 176TH ST.) ELEV. = 432.51 VERTICAL DATUM: K.C.A.S. - NGVD 1929 BENCHMARK #2: RAILROAD SPIKE 1.0' UP FROM NORTH BASE POWER POLE AT THE WEST BOUNDARY LINE LAND POWER PARCEL AT THE SE END OF THE CUL-DE-SAC AT EAST END SE 173RD STREET. ELEV. = 425.00 m R2�. 0 V) j a I O a v n REPLACt EXIST. - DRIVEWAY CUTS WITH CONCRETE SIDEWALK. REPLACE EXIST. DRIVEWAY CUTS WITH - - - -- _ ---------CONCRETE SIDEWALK. GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 U r 113 D C D'AMA CONVERSAN0 I,vc.; consulting &&am 610 Market Street, Suite 200 Kirkland, Wasbington 98033-5451 (206) 827-2238 FAX No. (206) 827-8986 2722 Colby Avenue, Suite 717 Everett, Aasbington 98201-3527 (206) 252-0454 FAX No. (206) 252-1699 ow X Z J 0. 0 03: � U Z Z ZO p z Cn Zw W a m 0. Q 1p v G, 1 o Q 3b 33 1 e� ti4 O� I S T _ ONAL EXPIRES 10/31/01-1 SIGNATURE JOB NUMBER- 95229.8D DESIGN- WW DRAWN LID REVmjw ABS DATE - _ __ _ _ III _- - SCALE ----- - Is = 20, - PLOT SCALE s _ S= TITLE CIVIL SITE PLAN S=r . R-440414