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Civil Plans 2-4-00
N N 0 0 1 O 1 N O J J a w 0 / 0 rn rn 0 z w J C) / LL - RR SPIKE FOUND PER SURVEYOR'S RECORDS NW CORNER OF HE 1/4 SECTION S, T1 7N, R .7- 7=-.— FOUND + .1p wI0E®R8l / -ta I✓u-ct�R�" / �«• SAI jfo W�'���• C-d�i� } / r M—ST. --e»a-- — -- ---Ta39r---� + + qI FF:899 98 ♦¢ m r � i /259 Y m � TI Bum J GYMNASIUM FF 898.79 ti CLASSROOM CHI -- ' FFA NM ', ,� / -899A7 ��- i's :'gyp 1.7N FOUND EBA 8 O.SW RESAR FOUND OES. ON UNE //////''----''STONE 111114X ' FOUND �SCORNER OOF HE 1/4 SECTION 5, F R 1 ►nl.W. lk oxer n —P ssom, PARK y RILEY r 2. Sww00'w j145.10' FF�898.89 ` / FF.897- 3.7'DEED GOP— PAPJ 1 T / I BALL FBD 11 %-ST,ot /SREBYt FDDND 259® DAP NO r 3 J. 1Y► '� t+r• WARREN INC 897.%' l�J P A III IPE FOUND FISH 93 2918 FISHER DEED GP DONALDSON 25' r/- DONAL SON DEED OAP FOUND 5/6-M]" FOUND 5/8'REBAR FOUND N89't0.54'E 918.38' 07-A \IL\ � t N89'13' L 5/SREDAR FOUND PER SURVEYOR'S RECORDS NE CORNER OF NE 1/4 SECTION S, T17K ME GENERAL NOTES: i. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIOR TO BEGINNING ALL WORK. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY ARCHITECT OF ANY DISCREPANCIES. I SEE SHEET DL101 FOR LEGEND_ 4. SEE SHEET L107 FOR SEEDING, SODDING AND PLANTING AREAS. 5. SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS. PER Y9M ` `OUND \, MASTER PLAN SE 00 ,,. SECTION 8. nM rim r�- SCALE: �C'Guire & S� Iwo��� O w � n . O Master Planning Architecture Landscape Architecture Engineering Interior Design ♦ 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jectsgaeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 zV10640 IJP e FES a 00 00 ICERTIFIED IREVISIONS r Q Z 0 Z �..�e Z Q LL � z 0 0 0 a:U Z V --- V W Z (9)C 2/00 by MWD{E McGL81C Q SMCORPORATION cww kdJdBS Y Wolk, bA*d esky Ow Of drJw*W, SW Vedfimdom AmNbx" Wolk b do overall form a wd = to 9,lrm".rmt wd of ald eleesrks ki �1e del le p, ^gwww.wu WNIOIJR wrben panimb k prOi>bEf: PROJECT: 99046 DATE: 2/04/00 DRAWN BY: QW CHECKED BY: BWR DESIGNED BY: BWR MP N to of LO O 0 O N O N O O 0 M _z W J > #� 180'-0' 1 116th STREET —,150' -TAPE-&.- — —100'---}-._-40'$' ---- It 1 ( 1 L104 L104 R36 R30' 1 10 L104 L104 70PROPOSED R.O.W. —.—.—.—.—.—.—.—.—___ —330" --.CT_ -- SALVAGED METAL GRAIN BIN - NON OCCUPIED 16'-6' 16'-6' x Lt06 40` FRONT YARD SETBACK 7' 2 ` L102 Lt04 2 N 7 10 { R31 40 LF OF BENCH R30' 1 R16 o R30' a •Kos L104 4 i Lto2 N 7 L104 0 RC5-(� ' R10 R20' R13' 13'-0' 13'-0' 36'-0' 30'-0' 0'-0 20'-0" R5 I 16 FLAGPOLE o� R26 L102 2 16, 6 A- LnL104 v CO LU czt Of Uj 0 V) N 25T F� Cr. _ W Z Q ; • FM 0 a- z 2 00W z U. 0 _a z o .j 0 0 a Z tW"1112 ft'"T&� U n.— — . _ . — . — . N Ct!'1 I two Z Z Q Q M L 1 JO4 GYMNASIUM CLASSROOM BUILDING F.FE 898.20 7Ujvt; L104 L104 N �� 2 ® I o Lt04 4 R30' 'LnLOW M L104 a. R1 WALL SEAT LOW SEAT WALL 4 QUA 12 . �' ^ L104 RS R5 X 5 ® L106 C;La L104 N 1 o v o RS 4 - -- 0� — — . — — — O -- ° 0 e ° j n TIMBERS`� -" EXISITING { t TIMBERS" 4 5 L104 104 X L L106 R � _-J 0 4 CONC. FLUME 104 6' THICK ., _ Z Q ; • FM 0 z -� z U. 0 _a z J 0 0 M011 Z tW"1112 ft'"T&� U Ct!'1 I two Z Z Q Cie w is © Copyright 2000 by W ODLE McGM & SHOOK CORPORATION eov t dK6 ancfitecYv,1 wat, Uft design phos a dnwk�gs, and 3pedficat'0r& k"t'lacb" wak 4 the oven) fam a wd a the wwg mat ad mposkfon of warn and e6w in the desV► Reproduction w*0A written pwradaf is pdtb& PROJECT: 99046 DATE 2/04/00 two,�1 _-J 0 4 CONC. FLUME 104 6' THICK X -- - w 0 / L10 4 PORTABLE %l' c°Gn Q c°Cn �1a CC.< - - - � 104 - v I FUTURE , Lt J 0 u I (TING H �= TO REMAIN f o 4 EXISITI G GARAGE 104 TO RE AIN 0 BARN TO BE REMOVED TING BLDG. E REMOVED Q EXISTING BLDG. TO BE REMOVED 0 O O o EXI (TING HOUSE TO REMAIN BARN TO BE REMO ED 0 BARNP TO BE D REMOVED IN THE FUTURE BARN TO BE REMO ED EXISTING LDG. TO BE RE OVED s GENERALNOTES: 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR _ SHALL BE RESPONSIBILE FOR VERIFYING TI TO BEGINNING ALL WORK. LOCAONS PRIOR 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOT] ARCHITECT OF ANY DISCREPANCIES. 3- SEE SHEET DL101 FOR LEGEND. 4. SEE SHEET L107 FOR SEEDING, SODDING AND PLANTING AREAS. 5. SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS. I BARN TO BE � REMOVED EXIST NG LDG. TO BE REMOVED EXISTING BLDG. REMOVED IN THE FUTURE TO BE VF^ EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED 70'-0' 3 3/4' CHAMI ER ALL METAL 3D ALUMINUM 10 EDGES TYPI ALLETTERS ATTCH. TO CONC. WALL 3/4' CHAMFER FONT: AS SELECTED TW 901.50ALL EXPOSED EDGES FORM FINISH [TY__ P H - HQo 40 LF WOOD , i SLAT CANTELEVERED - J 6� BENCH - BOLTED FIN. GRADE - - -- INNA_DFA-- 8, TO WALL TYP. > I FIN. GRADE i FIN. GRADE 898.0 CONC. PAVING ------------------------------- �w CONIC WALL - FORM I FINISH - FRONT RUBBED 110. 1-0 FINISH BACK & TOP AND END WALL -----------I----� 896.00 I o i ------------ — --------------- --------------------------- ELEVATION - ENTRANCE SIGN SECTION—TYPICAL WALL 3 SCALE V2" --T-0" SCALE: 1/2"=T-0" LAYOUT PLAN I� Master Planning Architecture Landscape Ar& u ecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jectsgaeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Q Z Q 0 z -� z U. 0 _a z J 0 0 M011 Z X -- - w 0 / L10 4 PORTABLE %l' c°Gn Q c°Cn �1a CC.< - - - � 104 - v I FUTURE , Lt J 0 u I (TING H �= TO REMAIN f o 4 EXISITI G GARAGE 104 TO RE AIN 0 BARN TO BE REMOVED TING BLDG. E REMOVED Q EXISTING BLDG. TO BE REMOVED 0 O O o EXI (TING HOUSE TO REMAIN BARN TO BE REMO ED 0 BARNP TO BE D REMOVED IN THE FUTURE BARN TO BE REMO ED EXISTING LDG. TO BE RE OVED s GENERALNOTES: 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR _ SHALL BE RESPONSIBILE FOR VERIFYING TI TO BEGINNING ALL WORK. LOCAONS PRIOR 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOT] ARCHITECT OF ANY DISCREPANCIES. 3- SEE SHEET DL101 FOR LEGEND. 4. SEE SHEET L107 FOR SEEDING, SODDING AND PLANTING AREAS. 5. SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS. I BARN TO BE � REMOVED EXIST NG LDG. TO BE REMOVED EXISTING BLDG. REMOVED IN THE FUTURE TO BE VF^ EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED 70'-0' 3 3/4' CHAMI ER ALL METAL 3D ALUMINUM 10 EDGES TYPI ALLETTERS ATTCH. TO CONC. WALL 3/4' CHAMFER FONT: AS SELECTED TW 901.50ALL EXPOSED EDGES FORM FINISH [TY__ P H - HQo 40 LF WOOD , i SLAT CANTELEVERED - J 6� BENCH - BOLTED FIN. GRADE - - -- INNA_DFA-- 8, TO WALL TYP. > I FIN. GRADE i FIN. GRADE 898.0 CONC. PAVING ------------------------------- �w CONIC WALL - FORM I FINISH - FRONT RUBBED 110. 1-0 FINISH BACK & TOP AND END WALL -----------I----� 896.00 I o i ------------ — --------------- --------------------------- ELEVATION - ENTRANCE SIGN SECTION—TYPICAL WALL 3 SCALE V2" --T-0" SCALE: 1/2"=T-0" LAYOUT PLAN I� Master Planning Architecture Landscape Ar& u ecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jectsgaeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS DRAWN BY: QW CHECKED BY: BWR DESIGNED BY: BM L102 UYOIlT PLAN Q Z Q 0 z -� z U. 0 _a z J 0 0 Z U Ct!'1 Z Z Q Cie w is © Copyright 2000 by W ODLE McGM & SHOOK CORPORATION eov t dK6 ancfitecYv,1 wat, Uft design phos a dnwk�gs, and 3pedficat'0r& k"t'lacb" wak 4 the oven) fam a wd a the wwg mat ad mposkfon of warn and e6w in the desV► Reproduction w*0A written pwradaf is pdtb& PROJECT: 99046 DATE 2/04/00 DRAWN BY: QW CHECKED BY: BWR DESIGNED BY: BM L102 UYOIlT PLAN Toi n 0 0 0 , 0 N M 0 J 0 �n 0 rn rn i 0 z W U - -- - t; Alt - - - - 899.43 �� - 89 897.48 - - - - -5--- �� x.90 - ^„ 89F4.50 - --/- - - 89 .38 -._- - 89 7 -14 - 7.82 r---'"� STORM � X �.� �2 � ;� j � •C N� � -�' . GENERALNOTES: 1_ ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND t G -- -- - EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & 900.2 / 899.32 �qa 898.49 898.1 G "0 05 897 99 898.08 898.25 g�'�7 X97.72 �``----8�2 898.28 898.97 8�8 78 898.66 898.61 898.68 RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE ---' MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE 0� t� 899.54--� 116th 68TRE-ET-- 89 -- �.. 898.40 _- -- .+ X98.1 0 �{N\%=894.4 3 89 I 8'.' �� L• I 898.91 00 898.95 FOR THE ACCURACY OF THE INFORMAilON. CONTRACTOR ��-- - _ - _ -- -- -- -- --- - _ - -- _-- - - _ - - ^T' ! -- - _ - - _-_ SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIOR TO BEGINNING ALL WORK. ' ` Dry,; . q �� .� . 37 r -z-Q -- .' J , 1 9 6> . ,=?� - d 6 - - 9 8 - 8- , �' '=' 9 ;' 8 9 F 6 i ,.. 7 .8 - - 3)-, - 8 � � j - v - R `� - . 41 ._�� - - -- -- --- - -- = - t- -8 r-- �- - 8 9M 0 - - W r - 8 e' 98 7 1 4 ,a 8 . 8.6 _ r �� c 7 v a t 8 q 4 9 ( �' 7 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY r;3� 89d.J5 i" J 42 89VGtg 895.61 _' ��: Sg6 '� 4, 9 4 ! s .03 i �_=1`I " ' 9 STORM STR X X �'. 4 . �, ' + r ,� 3� \ � r v 8 9 . , 3 ARCHITECT OF ANY DISCREPANCIES 89V'82 .- - „ - g 7 ' 8 6 4 �, f s, 3_ SEE SHEET DL101 FOR LEGEND_ -�� 897.67 896.x` Bf.GO 89.x.18 RIM 895.0 L105 �. �� -_�` I -� 896 6� 8.09 '7.67 836 _c �t�.20 / ;- q INV 890.0 n _ _ r �9v.�v 9 7. , 8 �.9 I 897. �. J; �� 8 9 � _ 5 6 9 5 0 ; 89 5 . ` 2 � =c, 0 c� `=89 / `' 9 6 U 8.0 6 8 9 7.4 7 1 4- SEE SHEET L107 FOR SEEDING, SODDING AND PLANTING 1 , 96 _ 0 7.5 8 i 9 8 J j AREAS. i �► '� x S STR x 896 390 00 898.23 1 0^ r 89�7.E� , UR ( 5_ SEE MECHANICAL ELECTRICAL AND PLUMBING SITE ' 19 ? 19 •7j ; 7 , 5 ' / iPLANS FOR ADDITIONAL UTILITY LOCATIONS. 898.1 y i 896.84 I F_ 896.(9/8 X89611 895.85 70' PROPOSED R.O.W. - RJA�-1i95.0-- - - - - - - - - - - f INV 890.0 �' `/ 8 n G ,s-- i T 8 89, - - - - 996 , r 1. 89 ,.1 �.ss t 8g lh T �. 5 g/ 89 8.�9 i /896.68 89 '6.18 �� a5. ; 894.��a - 8 2 8 897 1 .1 '` j �" � i !897.69- -� c / 9g1 X94.68 Q 4.84 ��; / J,'�, �� 8""___ _-_: 96.850 7., 8 8897.��897.72 /_58- t-)-.� _ 8 9 6 . 3 2 . U �� _``'��.� 8' Z-36 � V � � 8 J ,� . 65 FRONT YARD SETBACK 895.46 95. . 6.28 5.'_ 8 895.02 895.36 895.j66 8,94. 5 89 8 4.74 X95.1 ' w N l� 0 4.38 Wig', 893.7 - /J p, 894.7 8g / s � I . n �9J B7J-).80. �. 893.93 89 8014.§R .1 ,) 894.83 < 894.52 i I 810 +t 89A 894.96 899 19 '94.48 f� I Qq -7. 1 4.x' II 1 894[71 1 94. 4 895.29 t, 89 89-5 . r 893.7 3 SOFTBALL FIELD q 89 5 ny 1 .15 894. t 6 f I c,9 .41� 89.15 G a ;� ( J� 2 8 i. 8 6.9 9 3 -T - -�-18. L . CJS 1.i `~ 97.46 97.4' - 8 8.2� \ =' 88 I ,g6.-6.6�6.48g6. �1 �r 11897. / q �7• \ 897.94\ 97. ' 896.71 898 / _ _ FF=899.98 f 7. , o } i 89Q0 `897.27 6 aH2� R►L 7. ;�- , 898 1 I 898.23 8." 94. 4. 894.54 894.42 +. ISg5.8�9 ; 1� i , 7.70 �/ _ _ 897.63 89 a 9 . r � 8 6.•37 TIMBERS / i . 3 8 `-� �. 1 i -A GYMNASIUM 98.18 It -� ���v y 89 �t� .81 -7 ��, FF 898.9 ;� -�� ��16 89 ' Iz� f r-1 2' ^� }' ` `� 893.2=1 a I ; ISITI1 0'- 97.04 7. r 8. 6. �3 ,� �`T 89 .76 I 898.E � 8 �� .t, , 1St nv . %� 8t� 9 N 0 REMAIN ( q-7 q \ CLASSROOM _ M _ �, _ , _ N 8� , . 8 REMAIN J �� �` 15 2.3 i „ 8 59 4='` / G l 49 98 Sz�6' 8 f � \8 7. 8 . 89413UILD G3 895.2. 896.05 ti C `BLE 0� r Y F.F.E 898.20 \ t 8.4 4e U ., v` - 8 9 - 1_� 8,. � 4 ?,Dfj _ _a 9 .19 8 9 8.4 3 8 9IN �9 9. , q / 1,897.89 \ �fo ;•..8.46 �" _ J� i 896.62 21.0' ?��3 �j.56 I ( 8 99.E / k \ T8 gg9` ,, \\ 8 , 897. (/- ;, / 898.4 s_ ,� --. X01 4 - 89 J COD `i y �� +, '� 1 898.16.00' �� 9 �F 9 0 20 7,; 3 X8.18 '\ -_8_.-` 9 . 8 til U l .� 8 �7 9 f4 / -7 , 897..4 51/ � 8 _ \ -- 8Z - - _ 894.94 , �a \ 15 �-1 z 'T MAI 1' ti r 898.E 1 f 8 L6 , 898.00 97.06 �.7 ( 893.17 89.99 895. - I c 8 t, _ 8. 08 t 1 0 .7 �' •�2) RL9 STORM STR X I�LRIM 896.1 INV 890.0 8 94.7 2 8 93 r 1 .5 '., 892.74 893.98 .50 0 /ce 8 9 f1 m 0:10-1+ i x'96.0 I ��- < X898.01 - jSP 7P_ _ r k vim. 7 211 1 ` 8 9 8 40 898.51 � / ✓ ,.J V 6` I l„i�6.l7� C� 8 7.23 r tT; j S97.40 U �. ti � �f\ i 80&4 j , _ -1 �rr f` 899,58 1,(1 0J 52 �' 89/. 1 = 82 g 5. �� <. 1XISIT! 0 v 1} I f 7.3b Ca `� 7 8 4. r 6 3 8 _ T. t �` TO R A!! 6 .6 0 �\ < 7'. 0 39 X 9.69 � ' RN TO BE 'EM. � � I � t 891. c� PORTABL � \ �`�.��� r - �.11;� , _ _ _ %OVED :--- `` �.{ 9 t . 0 6 8 g 6.43 89 6 k8 4 } \� '� c� CLAS OM J - �4 ^-9� Q - 89 / .87 80.E 7.45 � �, 98.1 ;� _�' :Z � 0.-1 8 .71 898.76 '`'. ,`STO R ;, N LET . r RRS TO BE 898.67 9�. i 6.83 �'--r�����I- BARN TO BE N 4 `' FUTURO \ g Q _ STC i , .,OVED IN THE FUTURE g g 4, /6 z 89� N �. _� REMOVED N - -6 ,, / 894.41 894, 6 895. 4 \ 896.09 896.E Q6.61 ' RI�ti�=B 5��, 898.Ln 92 9 .�90 PORTA I 894.62 ( 1 6" P 'C=896.69 r �, 98.41 98 89 55�� _ �. �;i - - - 8'b.i�3 j H2t Sx�T�L SOX 8 2' O �� m �.,� �i'~96.60 896.5 FF=897.68 8; b6 13 3 9� ;9.53 cn a cn � 6 89 6. '8, BARN TO BE 0 , a F .50 NEM VED 1 ac a q r .R 0 - o .� FUTUR 3 �,00 �, 899.2 , 895.85 0 2.0'J �'` _ '� a�. 8+`41 c' f 8b5 -1.41 �'`�� �, B R!� 0 BE - 8 TO BE � - J 12.0 ) o R MOVED \ 8198.11 ( x OVER, \- \ �r - =}9 7 7.'8 .9' N41 .0'\\ \ �,`:; 8 9.. I 8 8 8,96.10 896. ' 96.4 ' ` 8 a d } 9' EXISTING METAL GRAIN FUTURE 7 - �, (- 01 BIN TO BE REMOVED 894 9 % fN PORTABLE 1' 48.5' _ g g 1----J -� i "� 89915 jf. \ I 8 7. cfl '� -) 9 08 1 ' r ^ < rQ§ 3J i ; 897.32 `� 198.17 8gr`. kms.' A) , :r y J 396.Jc `�g-g-�. C; .� 9 % . 0 4 �8 9 7 , ,� 7 ! �. /� G,EXIST`! �-METAL GRAIN i , t 8 BIN .TO BE RELOCATED '5 1 89.20 ,' \ 3D.7' 8 �8 _ 899.' 8 299a.25, 98.04 ,J ^ ` 8 C IN BLDG: r . 2 -8 97.35 5 8 -� � � 8 . � � N EXI�' NG LDG. / 891"t.69 � 8 9 6.08' 89 -' . 88- 8 tet- �9 2 �� 2 E REMOVED _ 9 89 TO RE QVE 89/,89 �, \ 897.32 \ I STORM STR X X \ 9 6. J 9 6. 7 1 (9�� H 2 C) S r 1•l; 29.6' \ 6 ?73 21 i �, 5 INV 896.0 L10511 / A. �°�� 8� �\ \ 89 6.7_5 8`j 7 .2' 8g 7.75/ \ 9�,1 896-15:1 \� EXIST! LDG. / 97 6.8 5 y , .1 i / 0.4h 6 �` �, TO BE R OVED u - i 1 89.4 86 R �G., SOCCER - / 92.25 \ 894.15 8-� �- _ 89 �-8 712' , , 8� 6.79 " 8 6.38 89.80 ���. o / \�� -AFIELD, .47 i 892.93 \ -y6.01 8g6.2 896.+6? 896.45 \, � 89 6. .� 8 �' � � - ----- ,•.� EXE TING BLDG. ! � 1 r 896 4 � � 6�` `RE OVED IN THE, FUTURE 89 j.8 �� (boil' 8� : �, 89 6.04 �,9 �." �� / DETENTION �/ / ' 89 °' 31 POND \ ` N EXISTING BLDG. �_ ) �� 896.07 Pa 2 BV896.1 i 896.2E895.15 \ x�� 80 895.8 895.8 9 " .:J 89.9 1 896.07 / 8921.27 i5�\ ; `.`., Q . � 895.53 \ //896.24 � 895.84 \ 8_5.41� 895.313' / y i 993.10 � / ��/� 895. 10 895.68 �\ ' 89x.389.69 895.2.+,�894,83'r 89 5.24 ,g J --- r ^ y 8 9 - `,� �� 89 895.1 8C� / v 95 BiGLj �0 894.09 / / 895.46 \ \894. \, 89 3.4�, /94.39 894.94 69� 94. / 895 3 i / 8 9 11.,4/9 ' / N TH 5 i 1 It I 893.64 _ 3 GRADING & DRAINAGE PLAN 'g, �8 91.5 2 y _ \ / SCALE T'=30' -W .! III. �C,puire ,& S� o0 Master Planning Architecture Landscape Architecture Engineering Interior Design ♦ 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects®aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Q Z L� Q �-■ Z Q V- z 0 �J 0 0 U � I >= _j LLJ �- U LLJ Z ZD o CWyrkot 2000 byTIE ODLE McUM &SHM ~1,N Cw* Wade: amNtea al ,wort, bA+g desisk plats or drawtgs, and spedficatk m ArdiucW work Is dw overal fam as wd as the ai gana t ud oorpoiaon of Vam a,d I& P --s In the ded(ga Kwakicam wOu t mem wnksim k p dbiteb PROJECT: 99046 DATE 2/04/00 DRAWN BY: QW I CHECKED BY: BWR DESIGNED BY: BWR L103 r• � I.A_z.1t N to ai 0 0 0 0 N 0 BROOM FINISH TRANSVERSE TO SHORT DIMENSION. 12" 10' SCORE JT. 0 5'-0' O.C. TYP. WHITE EXP. JT. @ 40'-0" O.C. TYP. WHITE NOTE: STOOP IS 1'-6' WIDER THAN DOOR OPENING, BOTH SIDES, UNLESS SHOWN ON PLANS. TOOL EDGE TYP. BOTH SIDES TOP OF SOD OR MULCH 1-0" NOTE: STOOP IS 1'-6" WIDER THAN DOOR OPENING BOTH SIDES UNLESS SHOWN ON PLANS. `�' 0 0O 1" BELOW TOP OF MOW TOP OF SOD OR MULCH SLOPE 1 4" -BLUE BLUE 4 SMOOTH DOWEL 12" LENGTH GREASE & STRIP ON DOWNSLOPE � / FLUSH W/ TOP OF MOW n SIDE PER 1'-0" STRIP ON UPSLOPE SIDE. MEDIUM CONCRETE BROOM FINISH `V - VM DOWEL CAP 3' O.C. TYP. 2 CLR. TOP PERPENDICULAR TO DIRECTION OF TRAFFIC. FACE OF BUILDING TYPE W WHITE TYPE B' WHITE 1/Z' EXP. JT. MATERIAL I I I=I I I- t t �_' i=t 1/2- SEALANT MEDIUM CONCRETE BROOM FINISH FACE OF BUILDING I El II=I I 40 oO ; a 11 I=I I I=1' SEE GRADING PLAN PERPENDICULAR TO DIRECTION OF TRAFFIC. 'J—III ° I I-11 FOR ELEVATIONS 1/2" EXP. JT. MATERIAL SEE GRADING PLAN FOR ELEV. .11 1/2" SEALANT I=I I - III -I t SLOPE 1/4- PER 1' TYP. SEE ARCH. DRAWINGS 1 2" EXP. JT. MATERIAL -II I I„I I„I I , I I „i i I, . rj I /5'-0' 1'-6' SQUARE ALUMINUM SINGLE COORDINATE EDGE OF FLOOR PANEL SIGN. / '- 1'-6" SLAB W/ BUILDING CONTRACTOR LETTERING AND GRAPHICS ONE SLOPE 1/4" PER 1' TYP. SEE ARCH. DRAWINGS 2- #3 BARS CONTINUOUS SIDE ONLY. 5'-0" COORDINATE EDGE OF FLOOR COMPACTED SUBGRADE GALVANIZED U' CHANNEL POST 1'-6" SLAB W/ BUILDING CONTRACTOR . PRIMED AND PAINTED BLACK. I� I It -1 I U-) I I 2- 4 BARS `n BUILDING FOUNDATION CONCRETE MOW STRIP I CONTINUOUS t SEE STRUCTURAL - - _ NO SCALE (: • 3 SIDES DRAWINGS 2-#4 BARS I BUILDING FOUNDATION T -i 24-11 STOOP FOOTING MINIMUM 6" COORDINATE PLACEMENT FINISH GRADE CONTINUOUS SEE STRUCTURAL 6' #8 AGGREGATE OF BARS IN FOOTING W/ 3 SIDES DRAWINGS 3'-4' 6 7" TYP. 3 SIDES B1'UILDING CONTRACTOR ' MINIMUM 6" 4 BARS @ -4" O.C.6" STOOP FOOTING AGGREGATE #4 BARS 1'-4" O.C. I I TYP. 3 SIDES COORDINATE PLACEMENT `OF BARS IN FOOTING W/ I NOTE: `D I I BUILDING CONTRACTOR I I I j ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. { { NOTE: ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. co CONCRETE STOOP @ LAWN17SIGN DETAILS NOT USED CONCRETE STOOP @ PAVING I j I I NO SCALE NO SCALE 3 NO SCALE NO SCALE 5 2'-8" Iillllllllllllllilll I I —111 ill T7 ALUM. FLAGPOLE i i RETRACE ALL EDGES AND JOINTS l ALUM. GROUND PROTECTOR I f l 111111111111111111 i i ► AFTER BROOM FINISH UNLESS OTHERWISE NOTED. 3>-0. ,� Ili ii�iiii� L,i ALUM. FLASH COLLAR �� NOTE: ALL STRIPES TO BE CAULKING COMPOUND EXPANSION JT. TYP. 4" PAINTED WHITE i (I i I I I I (III SCORE JOINTS SPACING 8'-O" MAX. O.C. PLAN SCORE JOINTS SHALL FORM SQUARES I WHENEVER POSSIBLE OR AS SHOWN WATERPROOF CEMENT •' UPPER WOOD WEDGES 5' ON PLAN. 00* PREFORMED THERMOPLASTIC • ' CONCRETE BASE EXPANSION JT. WHERE PAVING MARKINGS = " ' • ABUTS VERTICAL SURFACE AND KIP *CENTER IN LANE TAMPED W/SCREENED SPACING AT 40'-0" MAX. O.C., *REVERSE ARROW DRY SAND o SEALANT 1/2" DEEP 1 1/2" TOOLED SCORE JT., _ _ I 1/2' EXP. JT. MATERIAL + l I 1 I FOR RIGHT TURNS ~' 1/4 DEPTH OF PAVEMENT METAL TUBE d TOOLED JOINTS NOT ACHIEVING 1/4 DEPTH OF r ! STEEL CENTERING WEDGES , 1 14 I _ PAVEMENT WILL BE AW LIT. 1 1 2" T ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. 4 I i ! III �'�� �• �R �_ EDGE " fSTEEL PLATE(3/16" TO 1/2� V " 2' 4" 2' 4 CONCRETE PAVING 3/4 DIA. LIGHTNING ARRESTOR _ _ TYPICAL UNLESS I I LIGHT BROOM FINISH I j SPIKE EXTEND 12" BELOW FOOTING. Q j I I 6" x 6" STEEL SUPPORT PLATE �z OTHERWISE NOTED. 2-6 22.5' �' �- W�- •V BROOM TRANSVERSE • �•�� �op 0TO DIRECTION OF TRAVEL 4" COMPACTED AGGREGATE LEVELING COURSE. JIM MhliTI-=II111;(11=COMPACTED SUBGRADE;III,;,III„„IIS SECTION TURN ARROW MARKINGS0 2 FLAGPOLE BASE DETAIL HANDICAP SYMBOL NOT USED CONCRETE PAVING NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE 4 - TOP RAILS 1 5/8” RAIL 45' PIPE - 4" O.D. END POST AND POST TOP RAMP PER PLAN ELBOW (GROUND EACH END POST) 6' FILL PIPE FULL W/ CONCRETE SIDE SLOPE 1/4"X3/4" EXTRUDED ALUMINUM TRUSS DIA. ROUND TOP TO DRAIN DEPRESSED B PHALTSURFACE BAR AT ENDS OF FABRIC 1/4" SPACE BETWEEN 1 5/8" O.D. TOP RAIL =----_ _ _ _ _ CONC. AND ASPHALT = FJLL DEPTH EXPANSION JOINT k — `' = 50 O.C., 8 SMOOTH DOWELLS, 2 PER JOINT ` a 1 5 8" O.D. HORIZONTAL SCHEDULE 40 STEEL ROUND — — _ . , a , _ �- ' :. � � � � �/ _ _._ Q m x �{ PIPE PAINT -SAFETY YELLOW - BRACE RAIL NGRETE CURB -RUBBED FINISH, x ' III --II RTICAL FACE 4" O.D. CORNER POST " i i f V 2 1/2" O.D. LINE POST -�, SECTION 'W' 6" I I 2-#4 BARS WISH GRADE -PAVEMENT SEE LAYOUT x{ LAN FOR PAVING MATERIAL. 00 Xr 1 5/8" O.D. HORIZONTAL SLOPE TO DRAIN 4' BRACE RAIL rf PAVING SURFACE VARIES DF,P SCORE JT. -0 O.G. 8' CHAINLINK FENCE SEE LAYOUT PLAN 10' TYP. .- . ,6 �� 2'-0' TAPER AT % �K .� y • ��� � " SCORE JT. TYP. t /4'R 1 /2'� END OF CURB x - r CHAINLINK FABRIC U. r7 - 001E MEDIUM BROOM FINISH - '. •.>` .';•. �; .''�•..:'_ xy - _I I 20'I= ITT BACKSTOP N •�.. CONCRETE FOOTING to ( I COMP CTED SUBGRADE -Ir': �ii-: �ii•: eP� ill :, . I :... SPRING TENSION WIRE Jr.. _ SECTION LEVATION _ 10 -0" a 5• 7' OF 8' �r =1 I TYPICAL =. (� FENCE 5>—Qr 3/8" DIA. TRUSS ROD :jl- . Y AOD 1 i 1�'-"'-"'-"I nP N A N R PAN HA CORNER &END PANELS 0:z FACE OF CURB OTE ALL CONCRETE ETE G SHALL PLAN HAVE FIBERMESH REINFOR 1NG AND 18" 18" 18" ALIGN WITH JOINTS IN WALK, TYP. BACKSTOP DETAIL19 PIPE BOLLARD DETAIL HANDICAP RAMP CONCRETE CURB NOT USED NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NOTE: GROUND FENCE AT CORNER POSTS 3" O.D. END POST AND CORNER POST, TYP. 1' #12 ASPHALT SURFACE 1/4"x3/4" EXTRUDED ALUMINUM TRUSS ASPHALT TACK COAT BAR AT ENDS OF FABRIC 30' SPRING TENSION WIRE 2' #8 ASPHALT BINDER 1 5/8" O.D. TOP RAIL 2"L#5 3S COMPACTED AGGREGATE 0 go 0 TYPICAL 2" O.D. LINE POST, TYP. EXTRUDED CURB I �� !I II l It II I ii I�I-ll II I I=1 I l= COMPACTED SUBGRADE _ REFER TO LAYOUT PLAN FOR WIDTH 1 5/8' O.D. GATE FRAME 1 1/2 2"R PAVEMENT SURFACE, 3/8" DIA. TRUSS RODS PADLOCK ° SEE PLANS " HASP 4O ALUMINUM SIGN ° = ASPHALT PAVING 3 O.Q. GATE POST om• o , o o• o PLUNGER - OPAQUE RED BACKGROUND 4 COMPACTED o 00 WHITE LETTERS & OUTLINE ' ° NO SCALE y AGGREGATE BASEI-I�-� II l I) 11=1 I I�- ,, COMPACTED SUBGRADE 1107-0-1 =I 11;711 ' GALVANIZED 'U' CHANNEL POST, f; SMOOTH DOWELL @ 5' O.C. PRIMED AND PAINTED BLACK 9" 1' #12 ASPHALT SURFACE CD m>. 2 #4 BARS -4' n x x x 1/2" EXPANSION JOIN ASPHALT TACK COAT I { FINISH GRADE WITH SEALANT .>.. b N I I #8 ASPHALT BINDER _C14 3 : _ ;. : _ ;. g" U NOTES: 8' #F53 TS COMPACTED AGGREGATE SAW CUT JOINTS 0 10' 0; . TYPICAL o 0 0 I- 10'-0' TYP. .4 EXPANSION JOINTS AT 50 O.C. TYPICAL - - -_ ALL CONCRETE PAVING SH kLL HAVEI I (1=11 -III -I I -III -III -I i (- I i=1 I I -III -III -1 ! 1=1 I I- - COMPACTED SUBGRADE GATE WIDTH VARIES, SEE FIBERMESH REINFORCING CONCRETE FOOTING, TYP. (12"x12'x3'-0"} LAYOUT PLAN FOR THE SIZE AND NUMBER OF GATES. FENCE ELEVATION DETAIL 18 NOT USED STOP SIGN DETAIL 10 CONCRETE CURB & WALK ASPHALT PAVING NO SCALE NO SCALE NO SCALE NO SCALE 6I NO SCALE J F _.cC,uire se .c. Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects®aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS 70n J 0 0 U z V 2 Q Z J © copyright 2000 by TH OOIE McGM & SHOOK CORPORATION Cww k des ardrkearai wok, aft d5+> pbrx or dhwkW, and spedfcadom Ardittecb" work i the overal ram as wd as the a rwSw mt and cmVoddon of qlaces and dnrieRs h the des*f. KWmLK;tion wdpA written petnftw It pro bb& PROJECT: 99046 oil all 0 QW CHECKED BY: BWR DESIGNED BY: BWR _ `OF BARS IN FOOTING W/ I NOTE: `D I I BUILDING CONTRACTOR I I I j ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. { { NOTE: ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. co CONCRETE STOOP @ LAWN17SIGN DETAILS NOT USED CONCRETE STOOP @ PAVING I j I I NO SCALE NO SCALE 3 NO SCALE NO SCALE 5 2'-8" Iillllllllllllllilll I I —111 ill T7 ALUM. FLAGPOLE i i RETRACE ALL EDGES AND JOINTS l ALUM. GROUND PROTECTOR I f l 111111111111111111 i i ► AFTER BROOM FINISH UNLESS OTHERWISE NOTED. 3>-0. ,� Ili ii�iiii� L,i ALUM. FLASH COLLAR �� NOTE: ALL STRIPES TO BE CAULKING COMPOUND EXPANSION JT. TYP. 4" PAINTED WHITE i (I i I I I I (III SCORE JOINTS SPACING 8'-O" MAX. O.C. PLAN SCORE JOINTS SHALL FORM SQUARES I WHENEVER POSSIBLE OR AS SHOWN WATERPROOF CEMENT •' UPPER WOOD WEDGES 5' ON PLAN. 00* PREFORMED THERMOPLASTIC • ' CONCRETE BASE EXPANSION JT. WHERE PAVING MARKINGS = " ' • ABUTS VERTICAL SURFACE AND KIP *CENTER IN LANE TAMPED W/SCREENED SPACING AT 40'-0" MAX. O.C., *REVERSE ARROW DRY SAND o SEALANT 1/2" DEEP 1 1/2" TOOLED SCORE JT., _ _ I 1/2' EXP. JT. MATERIAL + l I 1 I FOR RIGHT TURNS ~' 1/4 DEPTH OF PAVEMENT METAL TUBE d TOOLED JOINTS NOT ACHIEVING 1/4 DEPTH OF r ! STEEL CENTERING WEDGES , 1 14 I _ PAVEMENT WILL BE AW LIT. 1 1 2" T ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. 4 I i ! III �'�� �• �R �_ EDGE " fSTEEL PLATE(3/16" TO 1/2� V " 2' 4" 2' 4 CONCRETE PAVING 3/4 DIA. LIGHTNING ARRESTOR _ _ TYPICAL UNLESS I I LIGHT BROOM FINISH I j SPIKE EXTEND 12" BELOW FOOTING. Q j I I 6" x 6" STEEL SUPPORT PLATE �z OTHERWISE NOTED. 2-6 22.5' �' �- W�- •V BROOM TRANSVERSE • �•�� �op 0TO DIRECTION OF TRAVEL 4" COMPACTED AGGREGATE LEVELING COURSE. JIM MhliTI-=II111;(11=COMPACTED SUBGRADE;III,;,III„„IIS SECTION TURN ARROW MARKINGS0 2 FLAGPOLE BASE DETAIL HANDICAP SYMBOL NOT USED CONCRETE PAVING NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE 4 - TOP RAILS 1 5/8” RAIL 45' PIPE - 4" O.D. END POST AND POST TOP RAMP PER PLAN ELBOW (GROUND EACH END POST) 6' FILL PIPE FULL W/ CONCRETE SIDE SLOPE 1/4"X3/4" EXTRUDED ALUMINUM TRUSS DIA. ROUND TOP TO DRAIN DEPRESSED B PHALTSURFACE BAR AT ENDS OF FABRIC 1/4" SPACE BETWEEN 1 5/8" O.D. TOP RAIL =----_ _ _ _ _ CONC. AND ASPHALT = FJLL DEPTH EXPANSION JOINT k — `' = 50 O.C., 8 SMOOTH DOWELLS, 2 PER JOINT ` a 1 5 8" O.D. HORIZONTAL SCHEDULE 40 STEEL ROUND — — _ . , a , _ �- ' :. � � � � �/ _ _._ Q m x �{ PIPE PAINT -SAFETY YELLOW - BRACE RAIL NGRETE CURB -RUBBED FINISH, x ' III --II RTICAL FACE 4" O.D. CORNER POST " i i f V 2 1/2" O.D. LINE POST -�, SECTION 'W' 6" I I 2-#4 BARS WISH GRADE -PAVEMENT SEE LAYOUT x{ LAN FOR PAVING MATERIAL. 00 Xr 1 5/8" O.D. HORIZONTAL SLOPE TO DRAIN 4' BRACE RAIL rf PAVING SURFACE VARIES DF,P SCORE JT. -0 O.G. 8' CHAINLINK FENCE SEE LAYOUT PLAN 10' TYP. .- . ,6 �� 2'-0' TAPER AT % �K .� y • ��� � " SCORE JT. TYP. t /4'R 1 /2'� END OF CURB x - r CHAINLINK FABRIC U. r7 - 001E MEDIUM BROOM FINISH - '. •.>` .';•. �; .''�•..:'_ xy - _I I 20'I= ITT BACKSTOP N •�.. CONCRETE FOOTING to ( I COMP CTED SUBGRADE -Ir': �ii-: �ii•: eP� ill :, . I :... SPRING TENSION WIRE Jr.. _ SECTION LEVATION _ 10 -0" a 5• 7' OF 8' �r =1 I TYPICAL =. (� FENCE 5>—Qr 3/8" DIA. TRUSS ROD :jl- . Y AOD 1 i 1�'-"'-"'-"I nP N A N R PAN HA CORNER &END PANELS 0:z FACE OF CURB OTE ALL CONCRETE ETE G SHALL PLAN HAVE FIBERMESH REINFOR 1NG AND 18" 18" 18" ALIGN WITH JOINTS IN WALK, TYP. BACKSTOP DETAIL19 PIPE BOLLARD DETAIL HANDICAP RAMP CONCRETE CURB NOT USED NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NOTE: GROUND FENCE AT CORNER POSTS 3" O.D. END POST AND CORNER POST, TYP. 1' #12 ASPHALT SURFACE 1/4"x3/4" EXTRUDED ALUMINUM TRUSS ASPHALT TACK COAT BAR AT ENDS OF FABRIC 30' SPRING TENSION WIRE 2' #8 ASPHALT BINDER 1 5/8" O.D. TOP RAIL 2"L#5 3S COMPACTED AGGREGATE 0 go 0 TYPICAL 2" O.D. LINE POST, TYP. EXTRUDED CURB I �� !I II l It II I ii I�I-ll II I I=1 I l= COMPACTED SUBGRADE _ REFER TO LAYOUT PLAN FOR WIDTH 1 5/8' O.D. GATE FRAME 1 1/2 2"R PAVEMENT SURFACE, 3/8" DIA. TRUSS RODS PADLOCK ° SEE PLANS " HASP 4O ALUMINUM SIGN ° = ASPHALT PAVING 3 O.Q. GATE POST om• o , o o• o PLUNGER - OPAQUE RED BACKGROUND 4 COMPACTED o 00 WHITE LETTERS & OUTLINE ' ° NO SCALE y AGGREGATE BASEI-I�-� II l I) 11=1 I I�- ,, COMPACTED SUBGRADE 1107-0-1 =I 11;711 ' GALVANIZED 'U' CHANNEL POST, f; SMOOTH DOWELL @ 5' O.C. PRIMED AND PAINTED BLACK 9" 1' #12 ASPHALT SURFACE CD m>. 2 #4 BARS -4' n x x x 1/2" EXPANSION JOIN ASPHALT TACK COAT I { FINISH GRADE WITH SEALANT .>.. b N I I #8 ASPHALT BINDER _C14 3 : _ ;. : _ ;. g" U NOTES: 8' #F53 TS COMPACTED AGGREGATE SAW CUT JOINTS 0 10' 0; . TYPICAL o 0 0 I- 10'-0' TYP. .4 EXPANSION JOINTS AT 50 O.C. TYPICAL - - -_ ALL CONCRETE PAVING SH kLL HAVEI I (1=11 -III -I I -III -III -I i (- I i=1 I I -III -III -1 ! 1=1 I I- - COMPACTED SUBGRADE GATE WIDTH VARIES, SEE FIBERMESH REINFORCING CONCRETE FOOTING, TYP. (12"x12'x3'-0"} LAYOUT PLAN FOR THE SIZE AND NUMBER OF GATES. FENCE ELEVATION DETAIL 18 NOT USED STOP SIGN DETAIL 10 CONCRETE CURB & WALK ASPHALT PAVING NO SCALE NO SCALE NO SCALE NO SCALE 6I NO SCALE J F _.cC,uire se .c. Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects®aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS 70n J 0 0 U z V 2 Q Z J © copyright 2000 by TH OOIE McGM & SHOOK CORPORATION Cww k des ardrkearai wok, aft d5+> pbrx or dhwkW, and spedfcadom Ardittecb" work i the overal ram as wd as the a rwSw mt and cmVoddon of qlaces and dnrieRs h the des*f. KWmLK;tion wdpA written petnftw It pro bb& PROJECT: 99046 oil all DRAVM BY: QW `OF BARS IN FOOTING W/ I NOTE: `D I I BUILDING CONTRACTOR I I I j ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. { { NOTE: ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. co CONCRETE STOOP @ LAWN17SIGN DETAILS NOT USED CONCRETE STOOP @ PAVING I j I I NO SCALE NO SCALE 3 NO SCALE NO SCALE 5 2'-8" Iillllllllllllllilll I I —111 ill T7 ALUM. FLAGPOLE i i RETRACE ALL EDGES AND JOINTS l ALUM. GROUND PROTECTOR I f l 111111111111111111 i i ► AFTER BROOM FINISH UNLESS OTHERWISE NOTED. 3>-0. ,� Ili ii�iiii� L,i ALUM. FLASH COLLAR �� NOTE: ALL STRIPES TO BE CAULKING COMPOUND EXPANSION JT. TYP. 4" PAINTED WHITE i (I i I I I I (III SCORE JOINTS SPACING 8'-O" MAX. O.C. PLAN SCORE JOINTS SHALL FORM SQUARES I WHENEVER POSSIBLE OR AS SHOWN WATERPROOF CEMENT •' UPPER WOOD WEDGES 5' ON PLAN. 00* PREFORMED THERMOPLASTIC • ' CONCRETE BASE EXPANSION JT. WHERE PAVING MARKINGS = " ' • ABUTS VERTICAL SURFACE AND KIP *CENTER IN LANE TAMPED W/SCREENED SPACING AT 40'-0" MAX. O.C., *REVERSE ARROW DRY SAND o SEALANT 1/2" DEEP 1 1/2" TOOLED SCORE JT., _ _ I 1/2' EXP. JT. MATERIAL + l I 1 I FOR RIGHT TURNS ~' 1/4 DEPTH OF PAVEMENT METAL TUBE d TOOLED JOINTS NOT ACHIEVING 1/4 DEPTH OF r ! STEEL CENTERING WEDGES , 1 14 I _ PAVEMENT WILL BE AW LIT. 1 1 2" T ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. 4 I i ! III �'�� �• �R �_ EDGE " fSTEEL PLATE(3/16" TO 1/2� V " 2' 4" 2' 4 CONCRETE PAVING 3/4 DIA. LIGHTNING ARRESTOR _ _ TYPICAL UNLESS I I LIGHT BROOM FINISH I j SPIKE EXTEND 12" BELOW FOOTING. Q j I I 6" x 6" STEEL SUPPORT PLATE �z OTHERWISE NOTED. 2-6 22.5' �' �- W�- •V BROOM TRANSVERSE • �•�� �op 0TO DIRECTION OF TRAVEL 4" COMPACTED AGGREGATE LEVELING COURSE. JIM MhliTI-=II111;(11=COMPACTED SUBGRADE;III,;,III„„IIS SECTION TURN ARROW MARKINGS0 2 FLAGPOLE BASE DETAIL HANDICAP SYMBOL NOT USED CONCRETE PAVING NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE 4 - TOP RAILS 1 5/8” RAIL 45' PIPE - 4" O.D. END POST AND POST TOP RAMP PER PLAN ELBOW (GROUND EACH END POST) 6' FILL PIPE FULL W/ CONCRETE SIDE SLOPE 1/4"X3/4" EXTRUDED ALUMINUM TRUSS DIA. ROUND TOP TO DRAIN DEPRESSED B PHALTSURFACE BAR AT ENDS OF FABRIC 1/4" SPACE BETWEEN 1 5/8" O.D. TOP RAIL =----_ _ _ _ _ CONC. AND ASPHALT = FJLL DEPTH EXPANSION JOINT k — `' = 50 O.C., 8 SMOOTH DOWELLS, 2 PER JOINT ` a 1 5 8" O.D. HORIZONTAL SCHEDULE 40 STEEL ROUND — — _ . , a , _ �- ' :. � � � � �/ _ _._ Q m x �{ PIPE PAINT -SAFETY YELLOW - BRACE RAIL NGRETE CURB -RUBBED FINISH, x ' III --II RTICAL FACE 4" O.D. CORNER POST " i i f V 2 1/2" O.D. LINE POST -�, SECTION 'W' 6" I I 2-#4 BARS WISH GRADE -PAVEMENT SEE LAYOUT x{ LAN FOR PAVING MATERIAL. 00 Xr 1 5/8" O.D. HORIZONTAL SLOPE TO DRAIN 4' BRACE RAIL rf PAVING SURFACE VARIES DF,P SCORE JT. -0 O.G. 8' CHAINLINK FENCE SEE LAYOUT PLAN 10' TYP. .- . ,6 �� 2'-0' TAPER AT % �K .� y • ��� � " SCORE JT. TYP. t /4'R 1 /2'� END OF CURB x - r CHAINLINK FABRIC U. r7 - 001E MEDIUM BROOM FINISH - '. •.>` .';•. �; .''�•..:'_ xy - _I I 20'I= ITT BACKSTOP N •�.. CONCRETE FOOTING to ( I COMP CTED SUBGRADE -Ir': �ii-: �ii•: eP� ill :, . I :... SPRING TENSION WIRE Jr.. _ SECTION LEVATION _ 10 -0" a 5• 7' OF 8' �r =1 I TYPICAL =. (� FENCE 5>—Qr 3/8" DIA. TRUSS ROD :jl- . Y AOD 1 i 1�'-"'-"'-"I nP N A N R PAN HA CORNER &END PANELS 0:z FACE OF CURB OTE ALL CONCRETE ETE G SHALL PLAN HAVE FIBERMESH REINFOR 1NG AND 18" 18" 18" ALIGN WITH JOINTS IN WALK, TYP. BACKSTOP DETAIL19 PIPE BOLLARD DETAIL HANDICAP RAMP CONCRETE CURB NOT USED NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NOTE: GROUND FENCE AT CORNER POSTS 3" O.D. END POST AND CORNER POST, TYP. 1' #12 ASPHALT SURFACE 1/4"x3/4" EXTRUDED ALUMINUM TRUSS ASPHALT TACK COAT BAR AT ENDS OF FABRIC 30' SPRING TENSION WIRE 2' #8 ASPHALT BINDER 1 5/8" O.D. TOP RAIL 2"L#5 3S COMPACTED AGGREGATE 0 go 0 TYPICAL 2" O.D. LINE POST, TYP. EXTRUDED CURB I �� !I II l It II I ii I�I-ll II I I=1 I l= COMPACTED SUBGRADE _ REFER TO LAYOUT PLAN FOR WIDTH 1 5/8' O.D. GATE FRAME 1 1/2 2"R PAVEMENT SURFACE, 3/8" DIA. TRUSS RODS PADLOCK ° SEE PLANS " HASP 4O ALUMINUM SIGN ° = ASPHALT PAVING 3 O.Q. GATE POST om• o , o o• o PLUNGER - OPAQUE RED BACKGROUND 4 COMPACTED o 00 WHITE LETTERS & OUTLINE ' ° NO SCALE y AGGREGATE BASEI-I�-� II l I) 11=1 I I�- ,, COMPACTED SUBGRADE 1107-0-1 =I 11;711 ' GALVANIZED 'U' CHANNEL POST, f; SMOOTH DOWELL @ 5' O.C. PRIMED AND PAINTED BLACK 9" 1' #12 ASPHALT SURFACE CD m>. 2 #4 BARS -4' n x x x 1/2" EXPANSION JOIN ASPHALT TACK COAT I { FINISH GRADE WITH SEALANT .>.. b N I I #8 ASPHALT BINDER _C14 3 : _ ;. : _ ;. g" U NOTES: 8' #F53 TS COMPACTED AGGREGATE SAW CUT JOINTS 0 10' 0; . TYPICAL o 0 0 I- 10'-0' TYP. .4 EXPANSION JOINTS AT 50 O.C. TYPICAL - - -_ ALL CONCRETE PAVING SH kLL HAVEI I (1=11 -III -I I -III -III -I i (- I i=1 I I -III -III -1 ! 1=1 I I- - COMPACTED SUBGRADE GATE WIDTH VARIES, SEE FIBERMESH REINFORCING CONCRETE FOOTING, TYP. (12"x12'x3'-0"} LAYOUT PLAN FOR THE SIZE AND NUMBER OF GATES. FENCE ELEVATION DETAIL 18 NOT USED STOP SIGN DETAIL 10 CONCRETE CURB & WALK ASPHALT PAVING NO SCALE NO SCALE NO SCALE NO SCALE 6I NO SCALE J F _.cC,uire se .c. Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects®aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS 70n J 0 0 U z V 2 Q Z J © copyright 2000 by TH OOIE McGM & SHOOK CORPORATION Cww k des ardrkearai wok, aft d5+> pbrx or dhwkW, and spedfcadom Ardittecb" work i the overal ram as wd as the a rwSw mt and cmVoddon of qlaces and dnrieRs h the des*f. KWmLK;tion wdpA written petnftw It pro bb& PROJECT: 99046 DATE: 2/04/00 DRAVM BY: QW CHECKED BY: BWR DESIGNED BY: BWR L104 0 116th STREET ....... ...... ...... ...... ...... ...... 16' ASSUMED R.O.W. 70' PROPOSED R.O.W. — — — — — — — .� — . — . — . — . — - — - — — - + MSP + + + + + 117 �— + AS 2 + + + + + 40' FRONT YARD SETBACK \ FPE n + + SEED MULCH I + + + TMS Y 4 Q CO Q + AR -6 1 ECOLO.,Y MIX SEEDING + �- SEED I AR Th TMS : 4 + AR I+ 1 C TMS + 10 I + AR 2 + I + PA 18 :. ECOLOGY MIX SEEDING I 1 I I I ATHLETIC SEED MIX E I o I A -T N 1 I k' I I SOFTBALL SEED GYMNASIUM CLASSROOM BUILDING F.F.E 898.20 PORTABLE + + ' \ CLASSROOM + FUTURE + I M ORTABLE I + wo ;,�;; wo 1 ----� mo -� mw I I + + — + 0-1 o -1FUTU — + v -0.0 I I POR ABLE I. + + + - f + 1_ — + -- + + FUTUR + + ORTA E. +— + ECOLOGY MIX -X-- 0 —=— — :—.— —. —.--- —.—. - — �— Q O 0 c.� rA C C; 0 0 FPE f - . - I ( )} K o 3 o '� TIMBERS '`�.�,,,f �`�-'-'` -,-1999 '-. + W ° FEXISITING HOUSE+ (`� �EXISITING HOUSE "��1 ttiREMAIN 2 TO REMAIN _ �, 'Al'A y« .> Mse . Y- + TIMBERS SEEDING LIMITSEl' ` 01 If L� f° 0 1 I FIELD ECOLOGY MIX SEEDING o ECOLOGY. MIX. SEEDING o o z w / J SEEDING LIMITS_ - 1� 5 J EXISTING REES TO REMAIN TYP. c 0 J EXISITING H� TO REMAIN a EXISIT! qG GARAGE TO RE AIN o � 0 BARN TO BE REMOVED TING BLDG. E REMOVED 0 0 EXISTING BLDG. ❑ TO BE REMOVED C 0 f ) a BAF NS TO BE REMOVED IN THE FUTURE N TO BE OVED EXISTINP PLDG. TO BE FREMOVED EXIS�ING BLDG. REM VED IN THE FUTURE NOTE SIZES INDICATED ARE MINIMUM ACCEPTABLE SIZES FOR PLANT STOCK. LARGER SIZES MA Y BE UTILIZED BARN TO BE REMOVED BARN TO BE R OVF^ G OLDG. REMOVED GENERAL NOTES: 1- ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC A' EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TA RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACT01 SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIO1 TO BEGINNING ALL WORK. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO I ARCHITECT OF ANY DISCREPANCIES - 3. SEE SHEET DL101 FOR LEGEND. 4- SFE MFCHANIC4- FLFCTRICAL AND PLUMBING SITE. PLANS FOR ADDITIONAL UTILITY LOCATIONS. EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED BARN TO BE REIY OWED BAF NS TO BE REMOVED IN THE FUTURE N TO BE OVED EXISTINP PLDG. TO BE FREMOVED EXIS�ING BLDG. REM VED IN THE FUTURE NOTE SIZES INDICATED ARE MINIMUM ACCEPTABLE SIZES FOR PLANT STOCK. LARGER SIZES MA Y BE UTILIZED BARN TO BE REMOVED BARN TO BE R OVF^ G OLDG. REMOVED GENERAL NOTES: 1- ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC A' EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TA RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACT01 SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIO1 TO BEGINNING ALL WORK. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO I ARCHITECT OF ANY DISCREPANCIES - 3. SEE SHEET DL101 FOR LEGEND. 4- SFE MFCHANIC4- FLFCTRICAL AND PLUMBING SITE. PLANS FOR ADDITIONAL UTILITY LOCATIONS. EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED NOTE. ALL PLANT UATERIAL SHALL CONFORM TO ANSI Z 60-1996 PLANTING PLAN PLANT SCHEDULE Z Q MATURE SIZES SYMBOL BOTANICAL NAME COMMON NAME SIZE CONDITION o z REMARKS HEIGHT SPREAD FLOWER 0 0 2: L) cn AR AGER RUBRUM 'OCTOBER GLORY OCTOBER GLORY RED MAPLE 3" CAL. B88 STRAIGHT TRUNKS 50' 35 - 40' N/A AS AJER SACCHARUM ' MAJESTY' MAJESTY SUGAR MAPLE 3" CAL. 888 STRAIGHT TRUNKS 60 - 80' 40 - 50' N/A BN BTULA NIGRA RIVER BIRCH 10' HEIGHT B&B 3 -TRUNK MIN. 40' 35' N/A FPE RAXINUS PENNSYLVANICA 'EMERALD' EMERALD GREEN ASH 3" CAL. B&B DRAWN BY: STRAIGHT TRUNKS 45' 40' N/A FPP FRAXINUS PENNSYLVANICA 'PATMORE' PATMORE ASH 3" CAL B&B STRAIGHT TRUNKS 50 - 60' 40 - 50' N/A MS MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 6' HGT 888 MATCHED - 20' OC 25 25 - 30' REDDISH - PURPLE MR NALUS ROBINSON ROBINSON CRABAPPLE 2" CAL. 688 - 20' 20' PINK - RED PA RCEA ARIES NORWAY SPRUCE 6-10' HGT TREE SPADE 0 ISITE SELECTED BY LANDSCAPE ARCH 80 - 100' 30 - 35' EVERGREEN PC PtRUS CALLERYANA 'CLEVELAND SELECT' CLEVELAND SELECT PEAR 3" CAL. B&B MATCHED - 20' OC 30-35 30-35' WHITE CR CAMPSIS RADICANS COMMON TRUMPET VINE 1 GAL. CONTAINER TRAIN ONTO TRELLIS 30' 30' RED - JULY/SEPT. MSP MISEANTHUS SINENSIS PURPURASCANS PURPLE MAIDEN GRASS 1 GAL. CONTAINER PLANT @ 2' OC 3 - 4' 2 - 3' RED - RED AUTUMN LEAF TMS TAXUS X MEDIA 'SEBIAN' SEBIAN YEW 15" HGT B8B PLANT ® S-6" OC 3 - 4' 4 - 5' EVERGREEN TON ThUJA OCCIDENTALJS NIGRA DARK GREEN ARBORVITAE 4' HGT B8B PLANT ® 50C 20 - 30' 5 - 10' EVERGREEN NOTE. ALL PLANT UATERIAL SHALL CONFORM TO ANSI Z 60-1996 PLANTING PLAN 1 uire Master Planning Architecture Landscape Ar&.,tecture Engineering Interior Design ♦ 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722-0930, pro jects®aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS 1 W 1► .� Z Q 0 Z Q -- Z Q LL. o z 0 ___J 0 0 2: L) cn LLJ <<J Q V) CieW Z O Copyright 2000 by Tit ODLE McGM & StM CORPORATION apyr& helices udkem" work, bk"s dedwg pbm or draw W, and spedficatlorr;. work k the overal form as wel a the Ard*ecb" arrargernert and cwpoddw of spin ane e6na s In the ded®► KWmi d m wit" wtkten permission k prohbrted PROJECT: 99046 DATE: 2/04/00 DRAWN BY: QW CHECKED BY: BWR DESIGNED BY: BWR L107 1 W 1► .� Plan View Scale 1" = 37 .o +o.o +aa b.o +o.o +o.o .a +o.a +o.a +o.o +o. +o.o o b.o b.o b.o b.o b. 0 b.o b.o +p.o b.o b.o o +a.o a +o.o +o.a + + + + .a D o.o o.o b.o o O .o +0 b.d +o.o +a.o o .0 0.0 0 b.o o.o 0 +0.a +0.0 +0.0 +0.0 +0.0 .0 +0.0 +0.o +0.0 +0.o +0.p .0 0.0 b.o b.0 0.0 0.0 + o .o o.o 0.0 o.o b.0 ,0 +o.0 b.o *o.o 0.0 0 +a. + + + d 0.0 0.0 b.0 0.0 0.0 + + + + +o.o .d +0.0 +0.0 0 o.o 0.0 D.o o. o.o + + .Q b.0 +0. 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BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS 0 J � 0 V I Z r 1 J M V O _- V) O D °c) U w cn O�_v � O —' Z)U. Z = ..I Ie LLJ c!1 _ z W W Z)Z Z V © Ca Mot 2000 by ME OOIf fdaK & %M CORPORATION capyW irddes ad"a" wank, bAft deslvr pica or chwklsk and wMincadom MdRecual work 4 the oveal farm ae wd n the wmVera t and cangadom of Waces and rlena -- b the dWwL b PROJECT: 99046 DATE: FEBRUARY 4, 2000 DRAWN BY: JLB CHECKED BY: JLB DESIGNED BY: JLB A2 MULTIPURPOSE BUILDING'S NORTH/WEST ELEVATIONS 0'-0' _ `>• FIRST FLOOR 0—'-0' _ `f FIRST FLOOR Il,i Ilili i III I Il; lil. li t;ll lll'llllli Ilflll II i( !,l11, ,I i1,1( I'I it - 4_ I p I!.I i.II��, lIIi1„ n:,.,I,.fII I,I.,,I. II!I,II- ,r,.I,I.,�.�;I, ,,!':,:�fI II!� L''II�,;,:II;• ,iI+,,�, ! !�I 1 II, II1lI-IlII! IJi,I,Ij!II!..II,II'iI, lI.lIi.,I.,.II,, I),II!!,�f' I!l.I.', III. 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I , t�, III ,n rJ '}. ;I , ,I 1'11' 'il ' I I 'll 111., I � I. ?IIII, I I I, I. I III, I I I: I:r�lu f „111;;' .Il ,ful;y I,IIfj,! ,111.,1 ,II'i(IIILI �; ' �,,;, l u, I ,I! , ,1111 ,.11,11 .n,,, Illi, a,.I LI. , .,+ta,l I' I Il,h ,.:i , I,, a `II} I`,4, I I :l,r., , tn” ,i , ,,, , ,I III I,: ,, •I,' EAST ELEVATION SCALE: 1/18” = 1'-0" ________=_-- I — _--_—__— _---- -- --- ___ I � � SOUTH ELEVATION I SCALE: 1/78" = 111M0" I ani I KI Materials Legend: Brick CMU Wood Siding Concrete Metal Roof �eC,uire & S� a� Ne o Effi o Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects®aeomscorp.com ♦ 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS J < 0 0 V I Z r 1 J a V O V) O Z) M T V WV) + OW _ V n O I = U. C J >m ~ LU V) _ Ce z L.LJ W Z Z V ® capr* 2000 by DE a XE Mccm do SF ix CORPORATION Cep W M wilted" work, bAft deswi, pbm or ftwtgs„ ad Wedfkadom Ardi ei work b dw oven) farm a wd n to wxSeeat ad oorrpod * of Wam ad eleren- In dre dedg► Repodocdm wldrout wrRter pe &I'm it prabbked PROJECT: 99046 DATE FEBRUARY 4, 2000 DRAWN BY: JLB CKCKED BY: JLB DESIGNED BY: JI.B A3 MULTwuRPOSE MADWG'S SOUTHEAST ELEVATIONS