Loading...
pe-1869o4" BARBED 5 IE L.F OF 12 PVC, S 0.0080 FT FT, IE(E) 2Q 6. 81 � C W ) 2056.59 Cl 30.00 30.00' . 2056.49, I W 2056.41 m_.._ 5.00 '' 11 10 L.F. ©F 12 PVC, S 0.0080 FT/FT, IE(E) � C ) C ..... *C4 65.00' � ©.00' COUNTY DATU:V * C 5 0.00 FOUND 80d SPIKE IN POWER POLE AT C7 Y 50.00' THE SOUTHEAST CORNER OF 24TH. AVE., *C8 0.0 : '7. AND BEST RD. THE ELEVATION FOR *C9 ru X 0.00 7 2 IS BENCH MARK IS 2064.18. * CURB RA °::IUS MEASURED AT BACK OF CURB DE AI EXISTING E RELOCATED. E 1 INLET C _T L 10+30, t 1 ' LT., .37) (STA. 10+30, 17' RT., 2059.81) 650 3' WIRE FENCE STA. 1 +70.00 RN AR EXIS N ROUND FINISHED GRADE +0.0050 + 0.0050 EXISTING OUND N RS ON DETAIL TRACT 10' UTILITY EASEMENT GRAVEL DR I AY STA. 1 4 05.00 REES LANE STA. 1 2 + 1 2.02 25th. LANE) 0 EXISTING POWER POLE AND TELEPHONE RISER TO BE RELOCATED. CURVE I NFCRMA11ON CURVE RADIUS L NGTH 150.00' VC 150.00' V 150.00' VC +0 ;0197 +0.0200 +0.0200 SEE SHEET 20F4 INTERSECTION it ETAIL STA. 14 +65.00 REES LANE STA. 124-36.06 24th. AVENUE EXISTING C TO BE REMOVED. x 5' x2' MIN. RIPRAP PAD, 24" MAX, 18" ED, 4" MIN STONE SIZE. C) EXISTING SCHOOL SIGN TO BE RELOCATED. 'E 1 CONCRETE INLET Wj E 1 METAL FRAME AND E 2 METAL GRATE PER SPOKANE IJ NTY STANDARD PLANS B -5, B -10 AND B -13. 0 STREET AND STOP SIGN PER M.U.T.C.D. AND SPOKANE COUNTY STAND A RD PL -1 • (S IA. 10 +30, 23' LT., GRATE EL. =2056.41) EXISTING IL BOX TO BE RELOCATED. 1 L.F. OF 12" PVC, S =0.0080 FT /FT, IE(W)= 2053.91, IE(E)=2053.73 CONSTRUCT WHEELCHAIR STANDARD PLAN A- DESIGN "8 ". E 'B DR LL W/TYPE 4 METAL FRAME W/ SOLID W S ©LID LID PER SPOKANE COUN _ STANDARD / I L I T PI AN B-15. ( TA. 10 +07, 7' LT., LID EL. 2059.28) . R SIGN W/NINE (9) RED REFLECTORS ON AN 18" DIAMOND KD � END QF ROADWAY MARK E j ( ) --1B, CROSS GUTTER PER M. SPOKANE Y STANDARD L KI, FLECTORIZED RED PANEL PER M.U.T.C.D. AND SPOKANE COUNTY STANDARD PLAN A- 6. 46.00 46.07' 21.95' 21.70' 19.77 7 TAN ENT _ 2. 30.00' CHORD 42. 7# 50 57 8757'03" 19 22'12'42 2219'01" 42.4 2070: RIGHT: TOP OF: CURB: 2060: 'ELT. 2063.42 F 2062 . *0 TC 2062.80 FL 062.67 TC 2062.17 F 2062.36 TC 20 03 F 6 11 T 061.7 F REES ANE 2062 TC 9 2062.46 TC 2063.62 TC 2063.6 L 2063.30 TC 2066.6 TA STA. 12 +0 (25th LANE TURN AROUND BEST ROAD 061.38 TC, 2061.05 FL 2061,62 TC 2061.28 FL 1 _ 2061. 2 F 2061.45 TC 2061. I 2061.22 TC 2060.88 FL 2060.98 TC 2060.65 FL STA. 12 +36.06 24th. AVEN E STA. 14 +65.00 REES LANE 20 3.71 TA 2060.36 F 2061.9 TC 206 1.; ► X 205 .70 F 6r •. TC. 205 7 F L' 20§O.69 TC 2 60.3 FL 206Q.40 `C 206 .15 FL 2060.26 " # C 2059.93 FL 2060.00 FL 2060.42 TA STA. +05 (REES LANE) STA. 12 +02.02 25t1. E) ERSECTIO SCALE: 1" = 40' 2060.60 TC 2060.27 F 0.0 4. T 2060.15 2059.93 TC 2059. 9 F 05 * TC 059.04 F SCALE: 1 40 STA. 10+70 REES LANE { RN AR N RES 1/24/01 2060,69 TC 2060.36 FL 2060,70 TC 2060.37 FL 2060.71 TC 2060.38 FL 2059.76 TA 2060.60 FL TC 060.60 FL 2060.27 TC 2060.48 FL 2060.15 TC 2060.25 L 2059.91 0 0 1 T 205. 8 F GRAPHIC SCALE 50 0 25 50 IN F..... ic..= 50 2060.27 to 2060.16 F 2059.93 F 20 04 'FI 2059. F 2059.47 TA SCALE: ,1" 40' 2060 .27 TA STA. 2+05 REES LA E)- STA. 2 +12.02 (25111. LADE VERT CA L ' ha ve - reviewed the :construction and to any kno f ind it to he i n substantial con fo rrrnanc;e with approved certified plans and Stcrn dard Spec; c rent as - 2 .2 2059.36 F 05.6 OFFICIAL PUBLIC MI)CLI CERTIFIED ORIG AS-BUILT I PROJECT #' r.. . STREE AND DRAINAGE PLAN PREPARED U. E E D ECT SUPERMSION TODD R. VAIIPPLE, P.E. WASHINGTON REGIS A T! . 2 . FOR AND ON BEHALF OF CLC ASSOCIATES. INC 0 Job u erg 99245 ,.rows By Rili RIE Designed Checked