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<br /> " 8
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<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 />
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