PC Packet 05.28.20 - Laserfiche WebLink

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s \ 920.68 WA/ I ` 920.98 7 \ U I rn I I OUT I I / 912.7 W I 1�1 � \ J13.5 I /J HYDR --1 I I I I I I I I I I I I f I I I ENTRANCE _ 1914 - - - - / I 14 80 TC, 1 .30 G PROPOSED BUILDING FFE=915.00 14 UO FLUSH ULl MAN 1 \ v 921.58 \ O0 1 D 921.62 921.46 O .90 914 S 13.00 2' WIDE CURB V -DRAIN OPENING O, ate° I, J I VKI"I JCVVCK IIVLC I J 1 171M I VV1LL KCl mvc KUIV-Vrr UT lT , 9 9jl/— 0 DURING SITE CONSTRUCTION. LEAVE IN -PLACE `— — 1 A 1 I 1 I , TRANSITION CURB HEIGHT FROM 6" TO 0'� 14.90 TIC 14.70 G 14.80 FLUSH UNTIL SITE HAS BEEN STABILIZED. (TYP) I I \ I 14.90 TC 14.40 G 0 5 10 V 1 INCH = 10 FEET (THIS DETAIL ONLY) %TP.�OMOSEQ ENTRAN (SAWC(3T)-8LR LAC,€ W/ CONCRETE CROSS-G_Ufr� gY_P) -912 GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. CURB & BITUMINOUS NOTES REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. LEGEND DENOTES EXISTING CATCH BASIN 14 DENOTES EXISTING STORM SEWER APRON OD DENOTES EXISTING STORM SEWER MANHOLE DENOTES EXISTING HYDRANT M DENOTES EXISTING WATER VALVE —_ 5 I `x DENOTES EXISTING CONTOURS 952.36 DENOTES EXISTING SPOT ELEVATION > DENOTES EXISTING SANITARY SEWER >> DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN PROPOSED STORM SEWER PIPE Q PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN 87� PROPOSED CONTOUR 0876.25 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) s PROPOSED SILT FENCE z:j4.0% PROPOSED DIRECTION OF DRAINAGE 0 PROPOSED INLET PROTECTION GRAPHIC SCALE Know what's below. Call before you dig. 120 TRAN CURB HEIGHT FROM 6" TO 0" NORTH ( IN FEET ) 1 INCH = 30 FT (22" x 34")