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HomeMy WebLinkAboutTED4001256.1AS 5L 4-- i I/ N G FIRE STATION NO. / / 43.03 - 42.32- REMOVE A.C. & REPLACE F ` W/4"PCC SIDEWALK 4 ' CPC. I t82.26 ,CA Qtc) °' _ ,1 / 2 ' 53LCI LIMj'T OF OV LA), \ y 0 2 - -00 O Q CURB RETURN DATA R A / T 20' /0/°00'00" 3/.7- 24.26 90° 04' 34" 23.54' 15.02 CAUT/ON// I I i MUNICIPAL PARKING LOT U G ELECT 3t80. 36 CAUTION!! i O -- �., 16 L.F. - 6" CONC PIPE 2" HP GAS LINE TV S=0.80% TEL. PED. _ 4 1.88 L P PC. 5t29.82 ,_ • T - _ _ L P I I I i I I Li Ll I I L P T. V. - - __ BOX �-_ Ar ✓. , J. BOX Q 1 GAS VAL ✓E G S - -G i 4 " MON. SEE SHT. 2 SEE NOTE 4 Fil NOTES I. ELEVATIONS ARE TO TOP OF C..>'..jTE UNLE73 MUNICIPAL PARKING LOT — OTHERWISE NOTED. 2. CATCH BASINS SHALL BE TYPE I-B STANDARD PLAN IWIL L A 1/E. S. 2" A. C. OVERLAY O L = 31.73' W� � v EXISTING !e PROFILE 44 N PROPOSED TOP OF CURB WEST 0 42 ce NO 5/ AND THE CAST IRON INLET FRAME AND GRATE SHALL BE STANDARD PLAN NO. 49, WHICH SHALL BE IN ACCORDANCE 1,11 TH THE APWA SPECS. 3. CURB AND GUTTER SHALL BE TYPE W STANDARD 4 fOO PLAN NO. / OF THE APWA SPECS. f 4. STORM SEWER CONST., CONC. CURB (9 GUTTER, 8 UTILITY ADJUSTMENTS SHALL BE DONE BY CITY FORCES 5. SEE " SPECIAL DETAIL" OF THE SPECIFICATIONS, WHEN PAVING TO CURBS a CURB a GUTTER. V coo '-23.54' ' I ' I N INV. 36.90 W. INV. 37.07 36 INV. 6" STUB ON RE N. INV. 35.93- S. INV. 36.03 34 i — 146 L.F. - 8" CONC. PIPC @ S= 0.60 % 32 SCHEDUL E B 30 �\ lwi 4 F.1 .,a L 9470 42 40 m (EXIST.) E. INV. 35.36 (EXIST.) W. /NV 35.45 SW INV. 35.78 36 I� I u 34 14 L. F - 8" CONC. PIPE -� @ S=I.20% STREET IMPROVEMENT MIL L A VE. S -- WIDENING 6? O VERL AY HOUSER WAY S. TO S ?ND ST. J.A. DUNE 1975 I/. A. HOR. l; 20' 386 30 VERT, = / = 2 • 3ow