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sp-1288f$COUNTY DATUM BASED ON DESIGN INVERT ELEVATION OF 2034.54 ON MANHOLE NO. 7 AND FOUND SURVEY CONTROL POINTS EST. BY IPE FOR 8th AND LONG SEWER DESIGN IN 1994. 6 10 +00 4TH LN.= ( PLAT BOUNDARY Y ASSESSOR No. 55192 -0351 CURVE TABLE CURVE RADIUS LENGTH TANGENT * C6 30.00 47.32 30.20 * C7 .30.00 46.93 29.80 * C12 30.00 46.93 29.81 * ON TYPE B CURB, RADIUS REFERS TO - ACE OF - ....... LEFT TOP CURB _._ 2 0 40 ._ 2050 C PROFILE 2040 2050 RIGHT TOP CURB 2040 1 11 +34 4TH LN.= 20 +22.95 MANIFOLD LN. CHORD 42.56 42.29 42.29 CURB <9 II I 0 Et O Cr a 10 +00 r_t - C.0080 - C..0080 DELTA 9022'27" 89'37'33" 89'37'57" LCW POINT STA =11 +35.46 EL = 2046.00 -C.0080 LC POINT STA =11 +35.46 EL = 2046.00 SEE SHEET 30F11 0 O N �p 00 d' ap O 11 +00 • • lo 0 O 0 O ri) C II O Z + Z J a :.::. :::.: :: : . .::::::::::.. M M .--- •--_.__ ----- _ I . - i3 - ,/ N89'44' " W 1 4 •' 1 - 15 -} / l .{ ,' 12 -'CORBIN -ADDITION TO..: REENACRES U O 't N �p N O 60.O()' VC 60.0(0' VC 0 co + N 0 N O N 0 0 . +� ••zi• 2 - 4' BORDEN & - 10: -- UTILITY "EASEMENT +0.0230 +0.0230 +0 12 +00 NW 1 /4, SECTION 19, T.25. N., R45 E., W.M. SPOKANE COUNTY, WASHINGTON LONGVIEW PLAT BOUNDARY 11 _ 50.00'. VC 50.00' VC 0 r 0 N a) N 0 N 0 N - EXISTING GROUND 4 - EXISTING GROUND TOP OF CURB 13 +00 - ,14 +00 LONGVIEW SHORT PLAT A No. .55192-0321 PLAT BOUNDARY +0.0070 +0.0070 PROPOSED GRADE +0.0070 1 4TH AVE. - 4' BORDER & 10' UTILITY EASEMENT ` 2. ■ EXISTING GROUND 15 +00, r m X ` 0 0 O (0 O N u7 16 +00 +0.0050 95 it N u7 + N O HIGH POINT ;STA =16 +10 EL= 2051.35 - 0.0070 50.00' VC +0.0050 cx, 1 O O N < a (nom N co (1)'r -- t co O 8 U N N N c� 0 N 5 PROJECT TBM MANHOLE N0.7 INVERT EL.= 2034.54 17 +00 16 +62.19 4TH LN.= 10 +00 LONG RD. 2050 LEFT TOP CURB 2040 2050 PROFILE 2040 2050 RIGHT TOP CURE? 2040 8 CONSTRUCTION NOTES S O8 EXISTING FENCE TO BE REMOVED. DEVELOPER'S APPROVAL UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 456.8000 GRAPHIC SCALE 50 25 0 50 1 1 1 1 ( IN FEET ) 1 inch = 50 ft. VERTICAL SCALE: RECEIVED AUG]. 7 10111 wax CALL TWO BUSINESS DAYS BEFORE YOU DIG ci:;CURB RAMP PER SPOKANE COUNTY STANDARD PLAN A -5, DESIGN "A ". STREET NAME AND STOP SIGN PER M.U.T.C.D. AND SPOKANE COUNTY STANDARDS. 0 STA 11 +35.50, 15.5' RT. TYPE 2 CONCRETE INLET WITH TYPE 2 FRAME (W/ HOOD), GRATE AND GRATE GUARD PER SPOKANE COUNTY STANDARD PLANS B -6, B -11, B -13 AND B -17. TC EL. = 2046.00, RIM EL. = 2045.42. 0 224 L.F. OF 12" H.D.P.E. STORM PIPE. S = - 0.0180, IE(N) = 2038.02, IE(S) = 2042.05: NOT USED. O METAL BEAM GUARD RAIL WITH "END OF ROADWAY" SIGN, W15 -1. O7 EXISTING POWER POLE TO BE RELOCATED. DATE = 10' 1 EIFFICIAL PUBLIC DXCUMENT . SPOKANE COUNTY ENG`NEER'S VICE E PROJECT # ___ _ '..'__. _ 2- SUBMITTAL # .1 � RUT IN TO COUNTY ENGINEER • 100 4 Planning nglneering Architecture Landscape Architecture Land Surveying 4 707 W. 7th Avenue, Suite 200 :Spokane, WA 99204 ;:Phone: (509) 458 -6840 Fax: (509) 458 -6844 Associates, Inc. QA 1 EXPIRES 9/24/01 1 PREPARED UNDER 'ME DIRECT SUPERVISION OF NELSON W. OGREN, P.E WASHINGTON REGISTRA110N NO. 37461 FOR AND ON BfIALF OF cLc ASSOCIATE'S, INC. 0 0. 0 N Q) 0 Project Number: S000470 CLC Job Number: S000470 Drawn By. NWO Designed By. NWO Checked 3y. NWO THESE PLANS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROTECTED BY COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THEY MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE WRITTEN CONSENT OF C.LC. ASSOCIATES, INC. (AN AFFILIATE OF COLORADO LAND CONSULTANTS, INC) CD t� u4 Nir Z CL CC■ Z '"" Z z 'cC O CC J I-4 I' O = to 3 cc ca g e, = I-- 0 y 'ts 0 O V W co � . p vu L a > fl.0 + he ca z o- O .1 a ghat TItIe STREET PLAN AND PROFILE 6A