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8 " <br /> " 8 <br /> E <br /> IOg6,06 GRADING PLAN NOTES: %m <br /> XI006, 1003,13 2 <br /> EB 1005.80 10015,14 !003.42 X PS 1002,06 � 8 <br /> PPS P S `PPS PPS PPS sN <br /> 1, THE CONTRACTOR SHALL KEEP THE <br /> ADJACENT ROADWAYS FREE OF DEBRIS ;gym <br /> AND PREVENT THE OFF—SITE TRACKING OFF <br /> SOIL IN ACCORDANCE WITH THE <br /> REQUIREMENTS OF THE CITY/COUNTY, Q� <br /> f Og5•)5 05,15 i004,22 IOg369 Ig03.50 1003,16 <br /> PPS s PPs PP; PP8 PPs 2, NOTIFY GOPHER STATE ONE CALL, AT <br /> (800�282W1166, 48 HOURS PRIOR TO <br /> START OF CONSTRUCTION,Igo5.a3 Xloo,lo A�'�'RNT <br /> Eo SURVEYOR TO VERIFY BENCHMARK ~ EHCIHEHS17En, <br /> g05,56 �� d33P.481iAVG,80HTH,RUIT8903 <br /> pP I0g611 oc4,55 .0 0o3.a1 I0g3.46 ELEVATION PRIOR TO START OF 6HNNEAPOLI3,1dH66ddfi <br /> s <br /> ,.�., .7,' <br /> . w�w.w�.. ..�.... PHOHEId1311993o8fi <br /> .... <br /> ..., w�v;;;;,,;;,;,: } ,,,,;,.;,'::::... PAS PP9 PRXIsd33939333 <br /> ::::.:::::;::;,;;;,,,;;,,,,,,;;;,,,,;; ` CONSTRUCTION, <br /> ...... .....•. <br /> :: 4, PRIOR TO STARTING CONSTRUCTION THE <br /> 11 .:: :..............::......•,,,:� CONTRACTOR SHALL BE RESPONSIBLE TO <br /> ,,.. ., ,.,,,,,, rya <br /> X1001 ;;,;;,;,,,,,,,,;; ,...,..::...,..•....:.� :.:'..' ....... MAKE SURE THAT ALL REQUIRED <br /> ............. ,� PERMITS AND APPROVALS HAVE BEEN <br /> ;;;';';;' �•10��ss,;;;,,:•,,,;,, ; ioos�i1;,, OBTAINED,, NO CONSTRUCTION OR <br /> :::.:::... :,...... :. ::: 1a0s,�) K <br /> 1oa,al FABRICATION SHALL BEGIN UNTIL THE <br /> X1005,92 „,.. •, 1004. P <br /> „• „•,,, <br /> ,'•„ .... 'k PPS PPs P s CONTRACTOR HAS RECEIVED AND <br /> ' aim THOROUGHLY REVIEWED ALL PLANS AND <br /> kk OTHER DOCUMENTS APPROVED BY ALL OF <br /> or1005,11 ' ; .� THE PERMITTING AUTHORITIES, <br /> 1005,67 <br /> Ea I" ' PROPOSED'',,` PPS <br /> BUILDING <br /> Rooks �, �19°� <br /> FFE 1005,11 ;,;,,,,;,;•,;; <br /> o X1o05.91 ;; ; ;, ,;;,;,;, <br /> '``A <br /> 10D881 1104,65 <br /> E Rackss10`i.7r__________ " 1 p1uS 0 <br /> -°� 10;,38 A, p n N <br /> 15 OAK 1�05,46 <br /> Rocks I2°C01 rE 100 40 j G P. <br /> Z Z <br /> EB 5 8 0 ,47 1005,22 ,� >z 111 Z <br /> z <br /> < g <br /> lti C01 ,9R � � <br /> E 0 <br /> n oi0§.4a ��BOx w3Cr� Z <br /> 0 <br /> 4 CUi 16"OAK �r,. c W <br /> XI006,36 z <br /> _ � x= � Z <br /> 0 )5 <br /> 38 IOC Q <br /> Rccka �I8"f0i �� <br /> i WLT X1005,67 E _�Eg �" mo <br /> 005.95 X1006,21 I a "aad � <br /> I <br /> •M 10 .40 1 I hmEy udl to t h PIgk <br /> spsollloalloh ar npad rn <br /> Roil '��3:�� "—'1008 �8"0,4K prspsnd h m�or u°dr my <br /> - GRADING LEGENDS I gdwa ��4dlMdl <br /> Y Iu <br /> X1,05.96 oox _. _ 5_----. YNNIMA Rts�ol <br /> _--- I00�r EXISTING CONTOUR <br /> 1006�3 LN WMA PE <br /> EB a�-Ix da?? <br /> X1006,)6 �, 10�5— PROPOSED CONTOUR m Hnrmk <br /> XI005,48 10,5.r9 <br /> 15 cor <br /> 10 5.97 ar 04 <br /> pox 103,80 TOP OF CURB ELEVATION <br /> /103.30 FLOW LINE ELEVATION rt•,: " <br /> x 103.62 EXISTING ELEVATION <br /> ■• •• LIMITS OF CONSTRUCTION <br /> N -------- EXISTING EDGE OF BITUMINOUS <br /> 0 5 10 20 PROPOSED LIGHT DUTY <br /> BITUMINOUS PAVEMENT ,m MA <br /> ED I <br /> 4. PROPOSED CONCRETE I I <br /> SCALE IN FEET 4 0 <br /> �'Z <br />