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HomeMy WebLinkAboutCivil Plans 3-13-00RR SPINE FOUND PER SURVLYORS RECONS Nw CORNER OF NE 1/« CAS SECTION S. T17N1 R3E--��•--,�\ GAS G45 \ �`-�— i-��J// WS W_�\T�---"_'`�_.J--'`f N NAILTH 001 N90.00'00•E - _---a9R �....1 ='�.� '8991 144.00' _.. —99 • RISER � I'a __—_��•-� � 1 �- EDGE OF FAD / r / ..998 w /'" .8$8' "' . S 8� • \ G / BAR FOUFID /// �� 3•pNE RILEY30'TREE Imo.. ) - + ---T58 J� �11 m—TSa� pow - E I1{ ��'� + + + + + + ` 1• REE S 1 E niwr 1xo t ; R_ E FF.tt99.9I m _ m 1 I 1(fHNE 2O RtSE1W ITP rMUSERS COMIC +'FMN: I + + 1 LEq E a'TR 1 _STORY ,BfaOK GYMNASIUM �1 ,� ,xPl \ + CLASSROOM _999.97 1 GRAVE,. + + BUILDING ..L. + + FYI a" :PINE w/9WA�SEu ♦ + / Y\.14•TRE? j Fl GRASS SPITE jY2 CTREE 4po a+rw Z / F Eo SE39w U , + + + i OF FlE1)5.9 14g� CCN ^`i PINES 149.10` + 9A•� • • \ + _ \ TIM ry6 ` GRA SPLIT �!IrTS���•''I PAL + ' \B& CTR EAL M TRZE STORM INLET r RIM -897.52 GRAVEL POLE BARN + GTREE GPAv� STORM INLET CF)ASS RIM -597.50 _ rTREE NW Orwc=e96.% ELE eo + \ \�_.� FF -897.68 M 4AL & WOOD BARN I �; y ti • "Vy + \ \ +GRAY + AR! GRAN 6 NC ` Q ANG + , • \. 'tea +. ALPOL .m + SHED UM E F1As+ w/ 1&.�•� + W LO FL / ,3.7ilEETl W54•1 GRASS , Q� H2O 5 + PAPJ NGA1 ST \ E' GRAM '1Z FLO It FOTO �• ��f , <;E OF FIELD \�/ / \ � \ -' J'• 884-,.-. _WARREN INC \. _ _: i• 1 I ' 4 MULTI-3•TRFE 44\ • / J-, '0 1 .. MUL71-YTR£E / 1 RESAR F 1.7'N k REDAR F 0.85. C a SCONE WITH •1r FOUND SE CORNER OF HE I/« SECTION 5. T17N, RX rl'T_111� EDM OF FIELD XE OF TREE LO 0 10� FIELD OF TREE LINE FENCE REMAINS 59000'00•'R � �� 8110.1 i' GOMPE FOUND PSH 93 2915 FISHER DEED GAP S90'00'o0'w_ 915.W 5/rREBAR FOUND— PER SURVEYORS RECORDS NE CORNER OF NE 1/4 SECTION S• T17N. R3E GENERAL NOTES: r 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP & G IQ RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE `3 jlp" 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- 3. ISCREPANCIES3. 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. BUILDING STATISTICS 4V PHASE 1 . 21,240 S.F. i GYM &CLASSROOM BUILDING ,4 4 - PORTABLE CLASSROOMS 4,224 S.F. 2 - FUTURE PORTABLE CLASSROOMS 2,112 S.F. SUBTOTAL PHASE 1 27,576 S.F. I VISUAL & PERFORMING ARTS CENTER 56,375 S.F. ACADEMIC/STUDENT CENTER 86,875 S.F. P.E./ATHLETIC CENTER 56,750 S.F. SUBTOTAL PHASE 2 200,000 S.F TOTAL PHASE 1 & 2: 227,576 SF. 0� ` ----"999- - n i DONALDSON 0 � 251 +/- DONALDSON DEED GAP C ATBt i STUDENT 11 CENTER /� i ! TR .00 r = �NAIL FOUN SITE STATISTICS /rREEUR FOUND '\ 1 � 2-1 TREE / � ? �\� �\ � `r� 4'VINYL NW10'5rE \ C - CONC C W#Q.6910E TOTAL SITE AREA: 86.75 ACRES _ E I CO G ASPHQ TOTAL PARKING PHASE t 102 SPACES {Na.. 4 HC PARKING? ASPH E ' ` T6 BE Y ! TOTAL PARKING PHASE 2 650 SPACES MCL 13 HC PARM) J , I ! m 94 W INC r1 REMa a�FUTUr� I l/1 i CURRENT Zomm S-1 PHYSIC i = ""DROP-`OFff f 28•,RE I / 1 �°' �' \, WOO PGL: 8,F9;:., / \ 2. r; m -1 TREE g 28'TRFE ex�cA � „-J . 3KTRFE 247TREE , :TREE , 6 1 . \\ I \ —993 14 SH 01 IREE {CT E ,Ar Ft -__.. �liTa / ! iG' 1 rTREE 1 56TREE�� ��rF�g 4"CRASS iREE 30' /. I /// I 2b• 40' + i / 2 REW FOUND \ � ,1 / ! � / � r` � 9,9.10• -�-�- —`_ i f + 1 PN N%L POUND PAR" Z-S1gEE - / TRI lo � 1 5 r 1 EDW %/ :DDE OF FIET.D of ,R+z ene �_ 897 59' FENCE REMAINS EDGE OF TREE UNE /S,IEBAR FTXNW CAP 5/8'RETiAR FOlR1D "TH Y1mN qPE � MASTER PLAN PER SURVEYORS RE '. SE CORNER OF NE i/4 SECTION Z. T17N. R3E SCALE f =100'-0" ire & S� ° o ■ f f ■ O� 1 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 I REVISIONS I Q Z Q 0 z .� Z Q U. Z 0 I 0 0 U Z U Ed Q W �t ) 20M Upr �y � ► p �� �py�p ��yy1 by IfL ME )EIL.\J11.1C & 1T7L/�/O CV)L►l/IL/1IR/It M cw rw kd des wdited " wort, Wft deter, Ous or drawings, and wedfladooc• Amfilwd" wort Y drc cvwA form u wenn to mian mmt ,rd rm 6 -or of , aw denim is b to dDIOL RepDducdm WVJW wrbm pamb" 11 polbged PROJECT: 99046 DATE: 2/04/00 DRAWN BY: QW CHECKED BY: BWR DESIGWD BY: BWR MP OVStALL MASTHt PUN r. �, \ INV= 8 5 ,- 116th_ STREET _-- -- _- _M 16' ASSUMED R.O.W. fNV--- 89 . X896" N90'00'00" E i B'9 N1`7 4 j -- t f1i B E R � 3: 0, l` 1004 GRASS co Co7'' Sf I�w j GFAS S u� o JRIVE � �� o I �� �' c� �GPOLEo f I ! � lE�­ >; c�i off 2 C P! , �, ctil �, ! �9 a Q + c� C. �`' �i ',;OP��_ '� c� f� �+ � f Cv CON J �' I ,IrJ C0))q ,TIMBERS o / c�; I t K� 7 fl '2.0 \ i E RICK TSI \�' o { 11 j47.0 /I STORY /BRICt! Eu' B0-�TCR't' BP,1Cr�, �� S� �' � CN WOOD n i1 C ;, I , y i `� �� G ..� ' �' { (N l AC i �! vy D SIDED 1 / r� �. I I i\ ! T C` I---�� h I G �� 4 �i �� 4. ' - � � � J / i j I c ii 'OU _ -�5€ __-- , 4 ,y o TIMB�Ell � GRAVEL r �\ 21. C? / G ,A I � WOOD PED � � �� ��` � 5 RA`S T I M Bi > \, DO AV G6 145.10' Luf��L Ur h p � ,POOLCb Cb GRA VEI,�' ALUM POLE BARNI \ I 10. ' i� L �r+-fit, X I I S P I I T l f`, G P.f"'�'v� L {J ! t / \L (D L_ I 11 i\-1 S `-' RAI i !_ /� r, 4 f -_- - - - 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 LOCATIONS PRIOR TO BEGINNING ALL WORK. T --CABLE ��X I( `T. f 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY �• ARCHITECT OF ANY DISCREPANCIES. 3. SEE SHEET L107 FOR SEEDING, SODDING AND PLANTING GRAS- AREAS. i 4_ SEE MECHANICAL, ELECTRICAL AND PLUMBING SITE PLANS FOR ADDITIONAL UTILITY LOCATIONS. Y / �= DEMOLITION NOTES: 01 1. REMOVE EXISTING SHRUB AND ROOTS. DISPOSE OF III o o o OFF-SITE. CONTRACTOR SHALL NOT DAMAGE EXISTING j PLANTS TO REMAIN. �ff E 2. REMOVE EXISTING STUMP AND ROOTS. DISPOSE OF OFF-SITE. CONTRACTOR SHALL NOT DAMAGE EXISTING PLANTS TO REMAIN. 4. REMOVE EXISTING TREE AND ROOTS. DISPOSE OF OFF-SITE. CONTRACTOR SHALL NOT DAMAGE EXISTING PLANTS TO REMAIN. tr I f 5. TRANSPLANT EXISTING SHRUB OR TREE PER ESPECIFICATIONS TO LOCATION SHOWN ON PLANTING PLAN(S). �! & INSTALL TREE PROTECTION FENCE AROUND EXISTING PLANT MATERIAL TO REMAIN. FENCE TO BE LOCATED AT THE PERIMETER OF THE CANOPY OR THE 'DRIPLINE". + 9. REMOVE EXISTING AGGREGATE BED. DISPOSE OF OFF-SITE 11. REMOVE EXISTING BUILDING, STEPS AND SURROUNDING EQUIPMENT AS PER SPECS_ SEE SPECS FOR TIMING t 12. REMOVE EXISTING GRAVEL PAVING_ DISPOSE OF OFF-SITE_ I \ jFUM.1,Vj�XISTING ASPHALT PAVING. DISPOSE OF WCUT EDGES THAT ARE ADJACENT TO \ PAVING THAT REMAINS. 4` 14. EXISTING ASPHALT TO REMAIN. 15. REMOVE EXISTING CONCRETE PAVING. DISPOSE OF II OFF-SITE. SAWCUT EDGES THAT ARE ADJACENT TO _ PAVING THAT REMAINS. (� C PA`s I 16. EXISTING CONCRETE TO REMAIN. 22_ REMOVE EXISTING STORM STRUCTURE OR PIPE. DISPOSE OF OFF-SITE. CAP PORTION TO REMAIN_ co 7 23. PROTECT EXISTING STORM STRUCTURE OR PIPE IN PLACE �- 24_ ADJUST CASTING ELEVATION TO MATCH NEW ELEVATION + SHOWN ON GRADING AND DRAINAGE PLANS. I i\. 25. REMOVE EXISTING HEADWALL. DISPOSE OF OFF-SITE. t c9 26_ REMOVE ABANDONED UNDERGROUND UTILITIES. \ DISPOSE OF OFF-SITE. 27_ SEE ELECTRICAL PLANS FOR TREATMENT OF ALL ELECTRIC, TELEPHONE AND CABLE TV UTILITIES. n� 1 r, _ I 28. SEE MECHANICAL PLANS FOR TREATMENT OF EXISTING \ ) I � ;- I ; ri �, r F" \ Q� i I v � WATER, GAS, STEAM AND SANITARY SEWER UTILITIES. �( 29. SEE MECHANICAL PLANS FOR TREATMENT OF EXISTING E F FIEL-B-- - _- __ cS` ♦� \ GRAVEL � UNDERGROUND TANK. 48.11 I I 'ALU iv1 POLE BA, � I\, c\ 30. SEE ARCHITECTURAL PLANS FOR DEMOLITION IN THIS . 1 \ AREA. G RASS i \ �\ ) EDGE OF F!ELD \` I ! 1'y! ii �' ELE gOX' -- 1 H2 SF i \ \ 1 I U i 3.7ON 17 L GRAVEL O 0 6. Q �- 2 . f ,I v I L3 � y I /X�' Yr 0� li J BARN 1 V \\ h9 AL ,n ^� WOODB,4Rr\j�,� , COP''�C FLOOR /. 1 i o tih,/CS C rL0(�R ��, 01 Lc2 -C i- COri 1 ` 01 ' G R, rLV`8. _ ! / ON 1 ,X 91_ \ \� i r, C I ( i C NC G RA's/ `� \ 29.5' - I j it 3` � ; Lld�A POLE IN BAT h, AOD SHED �N FLr11 -5z 111 H 2 O S T 9.6' r------ ` 9G-2.9 9' i �t'b CON.- \ /' -- f Z_ ALU PO �ARN W/'`GRAVJ' Tbt=R \ I i \ GRAVEL 897-''' � ! 10 L) G RA SSS J Al - UIII PI I<F, BARN /DD�FT_� OOR 1-15.91 �QP N7�° 32' . EDGE OF F'ELD / I 1 r - 711� / / / 1 S \ � SON • %' NORTH 8/95 r DEMOLITION PLAN k uire &,s� o0 s ' O r . �t Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jects0aeomscorp.com ♦ 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Z�E 0u- Z 0 ... I 0 0 U >= I� Q LLj Z ZD m C 2000 by Tif Wil MaK & s•r= CWMIM CwrW bdodeswath"ig deft% plam or cawinp, and spedfica& . Ardited" wat b the wmal form as wd as the arra VIwistt and exnpodtk of ,pacts and &w b the deft Reproduction **vA wrbw perm WIm t ptvhb3ed PROJECT: 99046 DATE 2/04/00 DRAWN BY: QW CFECKED BY: BWR DESIGNED BY: BWR DL101 0 / / / / / 1 S \ � SON • %' NORTH 8/95 r DEMOLITION PLAN k uire &,s� o0 s ' O r . �t Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jects0aeomscorp.com ♦ 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS Z�E 0u- Z 0 ... I 0 0 U >= I� Q LLj Z ZD m C 2000 by Tif Wil MaK & s•r= CWMIM CwrW bdodeswath"ig deft% plam or cawinp, and spedfica& . Ardited" wat b the wmal form as wd as the arra VIwistt and exnpodtk of ,pacts and &w b the deft Reproduction **vA wrbw perm WIm t ptvhb3ed PROJECT: 99046 DATE 2/04/00 DRAWN BY: QW CFECKED BY: BWR DESIGNED BY: BWR DL101 0 15O' -TAPE -R -- n 180'-0 _ I 116th STREET --A 00' — . — . 4T4— 40'-$- — — — — — 2 — — J ce- L104 L104 UJI R30 R30 a W oar 00 t0 I � I L104 � a 1 70' PROPOSED R.O.W. L 04 — — a— . — • — — — - - ER L . - . - . - . . - . N WATINE EASEMENT � — — — 3 0— Z SALVAGED METAL 16'- ' I 1 '-6' m GRAIN BIN -NON OCCUPIED 7 4 CONC. FL 104 6' THICK m 0 tt �� ® X L106 ® ' 40' FRONT YARD SETBACK N L{ 7 I5 a 2 L104 3 5 L104 Lto2 2 L1o2 t0 Lto4 R311 40 LF OF BENCH R30' t 1 a t Rte, Lt04 RS L104 I L104 5 LtQ4 GYMNASIUM N 7 "04CLASSROOM R20' R13' 4 It, ' R13 13'-0' 13-0 36'-Q' 30'-Q' 0'-0 1 Y-0' L102 tt R5�' R5' I ��� / 16 POLE BUILDING R2o L102 O 2 10'11 F.F.E 898.20 T 6 L104 L104 V—,)I a �� 7 o 4 ®L 4 Rao' T L104LAJ 5a RtL104 X 0- 4 QUA 12 FEW R16 L106 L104 517 1 ® R5 L104 O N Q O = rafa LOW SEAT WALL LOW SEAT WALL R5 a- YOB tt X s o Ic L704 L106 io L104 20'-0 26'-0' 20'- f 26- ' 26-T 20' T BRICK PAVERS R5' R5' q ON CONC. BASE = 0 6 L1 4 N L104 _ X R5' S R5, L104 a o C0) o I L'04 \^ PORTABLE _ % CLASSR00 Z5 , 4 L104 9 -6 13 -10 WOODDECKINGa a R10 , %j;', ;, f 4 CONC. FL 104 6' THICK m 0 tt �� ® ® It ti N L{ a a 2 104 it ' N W o R I � RE R8' _Q 7 6 N L104 L104 t � O i3J%i- LL m cc Q cn a cc av 12 1-- TREAT DECK o 0 — - — • — - — f� 0 co O TIMBERS r 1 f EXISITING HOUSE, TO REMAIN Via.,;10 0 4 O 0 BERS"~� r 4 1 `~ EX- ITING H TO REMAIN ° oEff t t' EXISITI G GARAGE TO RE AIN 4 0 EJ BLDG TO BE REMOVED IG BLDG. REMOVED 0 0 rEXING HOUSEMAIN BLDG TO BE REMOVED BLDGS TO BE ❑ REMOVED IN THE FUTURE BLDG BE REMOVED �XI3TING BLDG. EMOVED IN THE FUTURE S GENERAL NOTES: 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP do RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR _ SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIOR �ZS TO BEGINNING ALL WORK_ 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY 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 BLDG TO BE � REMOVED OVED TO BE VF^ EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED EXISTING BLDG. TO BE REMOVED 70'-0 3 METAL 3D ALUMINUM 3/4' CHAMFER ALL 1'-0' 10 EDGES TYPICAL LETTERS ATTCH. TO CONC. WALL ALL'E)(POSED EDGES FER FONT: AS SELECTED TW 901.50 ------------------------(1H — J � ----- — --- { CONC WALL --U N-� �RS-ITY- -�� _ �� _ I 10` FORM FINISH 40 LF WOOD — -� SLAT CANTELEVERED 6' BENCH - BOLTED f FIN. GRADE TO WALL TYP. -- 1 * FIN. GRADE ' FIN. GRADE 898.0 CONC. PAVING -- ------------------------- l CONC WALL - FORM E FINISH - FRONT RUBBED 1'-0" 1-0 FINISH BACK do TOP AND END WALL -- — — -- — — — — —— ------------ -------------- TF 896-00 gK0 I ' I ELEVATION -ENTRANCE SIGN SECTION -TYPICAL WALL SCALE v2' =f-0" SCALE: V2"=f-0" FQRTH LAYOUT PLAN SCALE f'--30'-0" F 06% Master & A Master Planning Architecture Landscape Architecture Engineering Interior Design ♦ 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jects0aeomscorp.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 .. Z Z Q 0 Li. z 0 M -j 0 0 U t!� Z U cdZ Q Uj ® Copr* 2000 by H ODLE mcGK ✓IC SHOOK CORPORATION CWfl* k duds wditectwd work, k"V dmkn plan or drawings, and speo afk m Ards mb" work k the avcal form w wd as the arrangenrnt ad cmVoom of spaces ad deirntc to the dm*L Ramrod ram w*PA written pa n kdon k prd�bited PROJECT: 99046 DATE 2/04/00 DRAWN BY: CLw C I-ECKED BY: BWR DESIGNED BY: DR L102 UYW PUN 1-- TREAT DECK o 0 — - — • — - — f� 0 co O TIMBERS r 1 f EXISITING HOUSE, TO REMAIN Via.,;10 0 4 O 0 BERS"~� r 4 1 `~ EX- ITING H TO REMAIN ° oEff t t' EXISITI G GARAGE TO RE AIN 4 0 EJ BLDG TO BE REMOVED IG BLDG. REMOVED 0 0 rEXING HOUSEMAIN BLDG TO BE REMOVED BLDGS TO BE ❑ REMOVED IN THE FUTURE BLDG BE REMOVED �XI3TING BLDG. EMOVED IN THE FUTURE S GENERAL NOTES: 1. ALL SURVEY, PROPERTY BOUNDARY, TOPOGRAPHIC AND EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP do RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE MRE AND SHOOK CORPORATION IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION. CONTRACTOR _ SHALL BE RESPONSIBILE FOR VERIFYING LOCATIONS PRIOR �ZS TO BEGINNING ALL WORK_ 2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND TO NOTIFY 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 BLDG TO BE � REMOVED OVED TO BE VF^ EXISTING METAL GRAIN BIN TO BE REMOVED EXISTING METAL GRAIN BIN TO BE RELOCATED EXISTING BLDG. TO BE REMOVED 70'-0 3 METAL 3D ALUMINUM 3/4' CHAMFER ALL 1'-0' 10 EDGES TYPICAL LETTERS ATTCH. TO CONC. WALL ALL'E)(POSED EDGES FER FONT: AS SELECTED TW 901.50 ------------------------(1H — J � ----- — --- { CONC WALL --U N-� �RS-ITY- -�� _ �� _ I 10` FORM FINISH 40 LF WOOD — -� SLAT CANTELEVERED 6' BENCH - BOLTED f FIN. GRADE TO WALL TYP. -- 1 * FIN. GRADE ' FIN. GRADE 898.0 CONC. PAVING -- ------------------------- l CONC WALL - FORM E FINISH - FRONT RUBBED 1'-0" 1-0 FINISH BACK do TOP AND END WALL -- — — -- — — — — —— ------------ -------------- TF 896-00 gK0 I ' I ELEVATION -ENTRANCE SIGN SECTION -TYPICAL WALL SCALE v2' =f-0" SCALE: V2"=f-0" FQRTH LAYOUT PLAN SCALE f'--30'-0" F 06% Master & A Master Planning Architecture Landscape Architecture Engineering Interior Design ♦ 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jects0aeomscorp.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 .. Z Z Q 0 Li. z 0 M -j 0 0 U t!� Z U cdZ Q Uj ® Copr* 2000 by H ODLE mcGK ✓IC SHOOK CORPORATION CWfl* k duds wditectwd work, k"V dmkn plan or drawings, and speo afk m Ards mb" work k the avcal form w wd as the arrangenrnt ad cmVoom of spaces ad deirntc to the dm*L Ramrod ram w*PA written pa n kdon k prd�bited PROJECT: 99046 DATE 2/04/00 DRAWN BY: CLw C I-ECKED BY: BWR DESIGNED BY: DR L102 UYW PUN DRAWN BY: CLw C I-ECKED BY: BWR DESIGNED BY: DR L102 UYW PUN GAS 899.43 \ S i,�: 897.79 897.48 �7 q0 r>9F` 1 /� 897. J8 ` r f" STORM STR 8 9 q7.90 STORM -� 4 0 7 6 C K,1 P -Z INV 896.0/ L104- ,\ (9 r, .14 82 GENERAL NOTES: ` o . 0 5 c , q10 Ca /, 7 �, a ; o EXISTING UTILITY INFORMATION PROVIDED BY BLEDSOE TAPP do 900.2 L Saca.3L P�� 898.4; 898.10 89 r 99 898.08 8 8 2^ 2 -� --'��, . / 2 �����_ � �.�8 8�,�.�? 7�8q 78 898.66 898.6) 898.h8 RIGGERT, OF BLOOMINGTON, INDIANA. THE ODLE fi> _ n r �; MCGUIRE AND SHOOK CORPORATION IS NOT RESPONSIBLE g 0 0. 6"i) ' 8 9 9�' 116 t h b&T_RE E T.,_ ____ _ ti 8 1 10 0898.910 E CC Y THE INFORMATION. --- --8 8 ?� q 8 8 `% , 9 8.10 b 8 �` ��� �' 8 FOR THE ACCURACY OF E 0 TION. CONTRACTOR T - �+r1=��4 4 -_ - . � 4-- - --=�. _ ' `� ' - --- �. - - - ,--_ � � = _- - _= SHALL BE RESPONSIBIIE FOR VERIFYING tOCATIONS PRIOR i89,7737� _ _ I ---S9 �, ` �~I _ - - - --i - TO BEGINNING ALL WORK. iJ v� , / ...� 8 '...} V ..' ! I � ( (�� --J b . / S�) fl ,...i �._- •J 1�-.-r , / `-t- -- +,CJ-� '7 - J 8'^ - - ----- --- �-- z --� -- �F-`i-890---- 8 ,-> - - - - 2_CONTRACTOR g I 6 $98 _ 897 �4 t' 7.1 4 B. 6 7 1 1 0 FIELD CONDITIONS D 0 NOTIFY �� . J / 42 , 89) z_ r� 8�`�. 9� 8`�5 r I�. �r 896 ba ��� C f 86. ; r 7 Q / ARCHITECT N qES `.`-�Y� � ! 0 TO VERIFY FIAN T /,.� C .- I 4 8``� ' . 7� � \ 89 7 1 RITE OF ANY OISCREPAN j STORM S ,R 02 � yy,�� 'a-191" �' -' % 81� `a 8 8 9 _ 14 j J ,� 8 , 7.7 1 p� 8 _6 . �- ( .�.7.67 , . 2 8 �t 7.6 , � � 6 . � �` � I 896.0 4144 _ __ ��' � � � r 1 i� q � � � 3. SEE SHEET DLt Ot FOR LEGEND. / 6 / tto 9 b.50 ! ^ ��"� 889 ! . `t OILY OILY 8 .5 b ) 9 L� . (I 9 0 8 / 0 8 9 ? �, / _ ? _ � 8 q 8 5'598-06 } - y g fa j 4 i 4R SEE SHEET Lt07 FOR SEEDING, SODDING AND PLANTING � 1� � s? • F o ! co I � AREAS. / `'' 01 6 ' 3 9� r � � 898.23 � �' �} 1847.02-, / 5. SEE MECHANICAL ELECTRICAL AND PLUMBING SITE r r i 9 6 r 8 7 -,� 89 7. 7f9 8)7.5 �f PLANS FOR ADDITIONAL UTILITY LOCATIONS_ /- 70' PROPOSED R.O.W. - - - - - -�. - - - - - - - - - _:-_ , - - 89h� i 98 89,/ 1 _ 8 68 898.1 n / 895.16 8�' c3 / J9 / 89b. 1 x / ! -89 �.1 ~8.29 i r 896. i 91 b . 8 59 89 %`f.J 80 2U 8 9 /.1 U \ f r 897.69 9� 894.68 R 1104 / -�C �a 5� I ( 8q 8197.66 ar �2 4. �t�'� +, .3 - 897.72 i 8 896.84 8.,6..E . 8`)- 89 0' FRONT YARD SETBACK 896.98 %J 895.4 15 / c, 8 )9,�. 1/ SJ....�.� J i 96.28 q� 895.02 SQ: 895.36 '895. 6 ii 1 • PORTABLE I CLASSROOM Q 894. 5 8 I ' 4.74 Q Im �`` Q-) ;95.1"M m 0 895 LU J � o of Q 0 0 Q L) N V x,94. / ' f f 8 3.88 893 893.3 89 �4 U Cie (89 x"-83 1` LU I 894.52 Z)Z f phns or dawksgs„ and Vedftcationc. ArdrtecuM wat Is the oval form a wd a the ara vers ad mpodbn of *am and deno In the dnl®n, 89 �b 894..6 PROJECT: 99046 { 894'19 r=�J �11X4.48 ; S 893.. 1 394.L5) E I� 893.27 ' 894 94.17 893/, `` 893.15 894.71 94. 4 895.29 b93.7,D SOFTBALL FIELD 89 4. 0 4.7 yi' 894 3.7-1 89-1.17 %X93.99 893.7 8C� 9Z, 29 - 7 % v 894.72 893.54 892.74 50 ;9 DETENTION POND 9 -' 93.5 3. 8 893 2 892.93 892.23 CP- 9 - 8 3 . 89.3.93 4. 94.77 4.1 A 894.54 894.42 4.88 8915.8 „.,GYMNASIUM . CLASSROOM BUILDING F.F.E 898.20 8q .23 894.94 84.,-15 1 894.65 894-48 894.8 14 104 -i FUTURE ,091 PORTAB, 97 -T F -- FUTURE � PORTABLE L�--J I� 892.66 892/2-x A \ 894.15 a 2.1 893.4 899 8 891.3 a 8t - _ �:� �` , . r �� 00 ;:� -1% 896.65 1- 1 I L 9 7. 2- 6. 8 9.15 �.I 98 ^'2 1 `' 9 i-� --�- c'� 8 . , , j 8 / 7 9 6 6. 0.489 6.31 8 9 7 . �--�' }7 97.7 r I 897.94 X96. , 1 f 2 7 `J FF -899.98 g % 1 / r�19 �-�-, 8 8 1 F 898.3 ' '/ I r �; T flH20 R1� ,J 2 I�iJ ��. 7.70 i r--) -- \ 897.63 X89/ a °� 99 1� �6. �7 10-1 F. 97. � �`' � 1 ` 83`�b3Z6 8 Y ,\ TIMBERS %8.38 -I . 9911 6 F ^918. �'9 j 98\,n5 W�918.18 r �, J j _ 89 1 � " 8.76 1 YA&8; (j 3\ 8 9 8.2 4 a 7 0° Q 898./ XIiS�T�Nta 11 1 �t 8 9 7.04 r 4 SII �o 1 ti F'oI 9 0� REMAIN -897.49 `gyp s 1 N � i N J I REMAIN o BSL -u 52.3 l 7. I ' 0.' Q 6 83 oro 00 , 8.4yae'�r`? �'(� =,�F 8q f�J J is\� 2 _ �.� �'q�` ` 91. 9 7- 7.8`9 ^\��R 8 - 9`~`�-1 `399 .19 / 89� .43 �� �. - 21.0 � �`8�b 46 �.56� �' ,8 '�.�9.5' � ; /_ a �� � ,� R9/.�� 896.6E 9R.,8 q7 w 89 / 897.29 z '.1r. 8 1✓'' 1 � I �F 90213�7 8.18 198.09 - 897.6 - �� % -3 T , ( 4 �. 899 , c, � c � 147 \ \. 8�!. 4 JG 1 - - ^.r9� 8 ', �� 698.51 .� 8 2� ` 89U. ^ 8. f�1a 08 '� 1.O�MAI[ 1, c� r 8���.0� 97.0r' - r.06 63 8� t 3 r o )8.44 X898.01 1 _ _ �\ .�. _ - t 9m.89 -7 898A r `9 41 r 2 6. x; - a R ;1 9 J 1 896_ %0 J9�.2�?�9.1 8 89 .4•U i 5 . 899,58 ,� ��`9 J - .c j 8 2 ,� ' , ' 8iG Com? o L 8. 2 s I 95.97 �� - �=' � �iXISITI ' : 7 . ;8 `�-' - ' TOR AIN \ 896.06 896.43 896 89 L, C1 _,9 �6 . 4 ii 1 • PORTABLE I CLASSROOM Q Z Q Im �`` m 0 895 0 Z J 14 104 -i FUTURE ,091 PORTAB, 97 -T F -- FUTURE � PORTABLE L�--J I� 892.66 892/2-x A \ 894.15 a 2.1 893.4 899 8 891.3 a 8t - _ �:� �` , . r �� 00 ;:� -1% 896.65 1- 1 I L 9 7. 2- 6. 8 9.15 �.I 98 ^'2 1 `' 9 i-� --�- c'� 8 . , , j 8 / 7 9 6 6. 0.489 6.31 8 9 7 . �--�' }7 97.7 r I 897.94 X96. , 1 f 2 7 `J FF -899.98 g % 1 / r�19 �-�-, 8 8 1 F 898.3 ' '/ I r �; T flH20 R1� ,J 2 I�iJ ��. 7.70 i r--) -- \ 897.63 X89/ a °� 99 1� �6. �7 10-1 F. 97. � �`' � 1 ` 83`�b3Z6 8 Y ,\ TIMBERS %8.38 -I . 9911 6 F ^918. �'9 j 98\,n5 W�918.18 r �, J j _ 89 1 � " 8.76 1 YA&8; (j 3\ 8 9 8.2 4 a 7 0° Q 898./ XIiS�T�Nta 11 1 �t 8 9 7.04 r 4 SII �o 1 ti F'oI 9 0� REMAIN -897.49 `gyp s 1 N � i N J I REMAIN o BSL -u 52.3 l 7. I ' 0.' Q 6 83 oro 00 , 8.4yae'�r`? �'(� =,�F 8q f�J J is\� 2 _ �.� �'q�` ` 91. 9 7- 7.8`9 ^\��R 8 - 9`~`�-1 `399 .19 / 89� .43 �� �. - 21.0 � �`8�b 46 �.56� �' ,8 '�.�9.5' � ; /_ a �� � ,� R9/.�� 896.6E 9R.,8 q7 w 89 / 897.29 z '.1r. 8 1✓'' 1 � I �F 90213�7 8.18 198.09 - 897.6 - �� % -3 T , ( 4 �. 899 , c, � c � 147 \ \. 8�!. 4 JG 1 - - ^.r9� 8 ', �� 698.51 .� 8 2� ` 89U. ^ 8. f�1a 08 '� 1.O�MAI[ 1, c� r 8���.0� 97.0r' - r.06 63 8� t 3 r o )8.44 X898.01 1 _ _ �\ .�. _ - t 9m.89 -7 898A r `9 41 r 2 6. x; - a R ;1 9 J 1 896_ %0 J9�.2�?�9.1 8 89 .4•U i 5 . 899,58 ,� ��`9 J - .c j 8 2 ,� ' , ' 8iG Com? o L 8. 2 s I 95.97 �� - �=' � �iXISITI ' : 7 . ;8 `�-' - ' TOR AIN \ 896.06 896.43 896 89 L, C1 _,9 �6 . 4 5 I � 898 �1 898.x'6 897.87 „7.45 \ r; STAR , tiET / '3 y x.67 Q9b-6.8� `,- �- � S TO BE 89� I '�, ;_ � � � !v - � . � � BLDG TO BE N N � STo R , Mlp`, IED IN THE FUTURE i REMOVED 4f 6 895.54 X96.09 8966.61 RIM=8 7.50 898.9 �n 4.2 x5.55 - 1 �-� 6:,/t =896 0� ,1 98.41 E t 14 10 894.;'8 894.39 SOCCER '93.8 89-7.10 \\ 8 5.{J 5 i FF=897.68 �1 .3' I �2t�'�T 0 �qa �8 2, 06.60989e.JJ ^ 8, ^' 6- 8,96.41F, 8 BLDG TO BE %' ' �_. 8.5-70 r NREMOVED i _ \ 895.5 0 2.0'..,; -�r�.VA 899'41 i6BE 12 0' I o R MOVED .91 X1.0 895.68 8q6 1,� Q96. 96.=� _ \ _8' I ? J .22� .o� v` EXISTING METAL GRAIN 96.01 � T �: ' BIN TO BE REMOVED 48.5' ^ ~� / �s 9 - 90 r g ' �J 899 ' 5 `� 8 fit 8 8 :� 7.3 3 c� r�i � � �71 ! I I 10 9 8t�.�f; 897 3 2 i 9 8 7 8 9 U 2 IS IVIETAL GRAIN - q �- �.o:�i .�.:4 897.., / � �t �•� � .� BIN . IO BE .RELOCATED 895.20 ` , , 898. 899.1' .� t 0.7 x•2998.25 -- r,7 r �'X98.04 X IN6 BLDG: , ` 89/.-" 8 t : 8. e9 9 �,; EXI " NG LDG. i 894.69 9�'{� :2 E RtMOVED 89 .88 89`x.89 TO RE QVELi 897'89 } IG UL9 6' 8'32 t 1.;5 9- ���.' 8..,1.51 J J ' °6-�73 \ 8972 97.10 / EXISTI err LDG. j Jt0 g 1 ;ATO B R OVED q ^ / ' l �_/ ` 8., 6.73 3 r--- % / _ h 897 7.12 ,P 896./9 fro 894. 4, ` c 01.01 896..8 8 8 / ��' 6 896.45 896.2 896.6,7- §1 96.0 896.58 46'--- E TING BLDG. / / q , t -'"� 6�0 7 - OVED IN THE -FUTURE / 8- 6.4.E 896.04 895.87 �,1, / \ / I / 896.31 N EXISTING BLDG. (� , ' 396.0f 1 �---� �./ 896.29 ,QED 896.04 ,- � 1 8 6.21 895.15 � ����; 96- 1 Q `' � 819 t.2 X895.8 Z 895.8 894.. / 896. 9 � / 896,./0,7 895.41 05.,, 895.53 \ 896.24 895.8'4 895.38 / 8 -� / 895.10 / 895.81/ / 895.68 894.50 / i 1 � 894.84 -/ 895.38- - / 895.395.24 894.29- _----- _ 1 895.45 5.45 8 4�� J� b 89 (3/1 89� F-)9 1 \ i 894.50 894.99 895.46 \ / / 895.1' / 894. 1 8194.36 / / 894.31 , \ - q;5 \ / 894.61 �894.39 / 894.94 8y1-/ 94.7 895..50 894.82 8 .14 \ 8 9 1.14,1"" f 1 91.99 �\ ,i / NORTH UNDERI RAIN CONTINUES TO DETENTION POND SOUTH //893-64 \� / Jr Sgt 1 i 893.64 � / 1 ` 893.51 / 0�� � ; "1" \ / � 1/ 11 GRADING &DRAINAGE PLAN Guire & S� 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 jects0aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS ii 1 • Q Z 5 I � 898 �1 898.x'6 897.87 „7.45 \ r; STAR , tiET / '3 y x.67 Q9b-6.8� `,- �- � S TO BE 89� I '�, ;_ � � � !v - � . � � BLDG TO BE N N � STo R , Mlp`, IED IN THE FUTURE i REMOVED 4f 6 895.54 X96.09 8966.61 RIM=8 7.50 898.9 �n 4.2 x5.55 - 1 �-� 6:,/t =896 0� ,1 98.41 E t 14 10 894.;'8 894.39 SOCCER '93.8 89-7.10 \\ 8 5.{J 5 i FF=897.68 �1 .3' I �2t�'�T 0 �qa �8 2, 06.60989e.JJ ^ 8, ^' 6- 8,96.41F, 8 BLDG TO BE %' ' �_. 8.5-70 r NREMOVED i _ \ 895.5 0 2.0'..,; -�r�.VA 899'41 i6BE 12 0' I o R MOVED .91 X1.0 895.68 8q6 1,� Q96. 96.=� _ \ _8' I ? J .22� .o� v` EXISTING METAL GRAIN 96.01 � T �: ' BIN TO BE REMOVED 48.5' ^ ~� / �s 9 - 90 r g ' �J 899 ' 5 `� 8 fit 8 8 :� 7.3 3 c� r�i � � �71 ! I I 10 9 8t�.�f; 897 3 2 i 9 8 7 8 9 U 2 IS IVIETAL GRAIN - q �- �.o:�i .�.:4 897.., / � �t �•� � .� BIN . IO BE .RELOCATED 895.20 ` , , 898. 899.1' .� t 0.7 x•2998.25 -- r,7 r �'X98.04 X IN6 BLDG: , ` 89/.-" 8 t : 8. e9 9 �,; EXI " NG LDG. i 894.69 9�'{� :2 E RtMOVED 89 .88 89`x.89 TO RE QVELi 897'89 } IG UL9 6' 8'32 t 1.;5 9- ���.' 8..,1.51 J J ' °6-�73 \ 8972 97.10 / EXISTI err LDG. j Jt0 g 1 ;ATO B R OVED q ^ / ' l �_/ ` 8., 6.73 3 r--- % / _ h 897 7.12 ,P 896./9 fro 894. 4, ` c 01.01 896..8 8 8 / ��' 6 896.45 896.2 896.6,7- §1 96.0 896.58 46'--- E TING BLDG. / / q , t -'"� 6�0 7 - OVED IN THE -FUTURE / 8- 6.4.E 896.04 895.87 �,1, / \ / I / 896.31 N EXISTING BLDG. (� , ' 396.0f 1 �---� �./ 896.29 ,QED 896.04 ,- � 1 8 6.21 895.15 � ����; 96- 1 Q `' � 819 t.2 X895.8 Z 895.8 894.. / 896. 9 � / 896,./0,7 895.41 05.,, 895.53 \ 896.24 895.8'4 895.38 / 8 -� / 895.10 / 895.81/ / 895.68 894.50 / i 1 � 894.84 -/ 895.38- - / 895.395.24 894.29- _----- _ 1 895.45 5.45 8 4�� J� b 89 (3/1 89� F-)9 1 \ i 894.50 894.99 895.46 \ / / 895.1' / 894. 1 8194.36 / / 894.31 , \ - q;5 \ / 894.61 �894.39 / 894.94 8y1-/ 94.7 895..50 894.82 8 .14 \ 8 9 1.14,1"" f 1 91.99 �\ ,i / NORTH UNDERI RAIN CONTINUES TO DETENTION POND SOUTH //893-64 \� / Jr Sgt 1 i 893.64 � / 1 ` 893.51 / 0�� � ; "1" \ / � 1/ 11 GRADING &DRAINAGE PLAN Guire & S� 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 jects0aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS DRAWN BY: CLW CHECKED BY: BWR DESIGNED BY: BWR L103 GRADNG & DRANACE PLAN Q Z Q .__. z Q LL_ O 0 Z J 0 0 L) V >=..J Q �--� Cly U Cie LU Z)Z Q CWyrWt moo by 1FE ODLE *GLACE & SHOOK CORPORATION CWrW ndudk adit-b" wort, Wft deism phns or dawksgs„ and Vedftcationc. ArdrtecuM wat Is the oval form a wd a the ara vers ad mpodbn of *am and deno In the dnl®n, Repo& c8on **xxA written pern isstar Is prohbked PROJECT: 99046 DATE: 2/04/00 DRAWN BY: CLW CHECKED BY: BWR DESIGNED BY: BWR L103 GRADNG & DRANACE PLAN 0 0 0 0 J (0 V 0 rn cD 0 rn rn f O z W J r l G BROOM FINISH TRANSVERSE HAND LAID ??" MIN. DIA. �RIPRAP TO SHORT DIMENSION. 12' 1 T A MIN. DEPTH OF 20- VERMI SCREEN , SCORE JT. ®5-0' O.C. TYP. WHITE � a " WIDER THAN DOOR OPENING, BOTH SIDES, UNLESS SHOWN ON PLANS. EXP. JT. @ 40'-0' O.C. TYP. WHIM NOTE: STOOP IS 1'-6 " TOOL EDGE TYP. BOTH SIDES N o 00 TOP OF SOD OR MULCH 1-0 NOTE: STOOP IS 1'-6" UNDER THAN DOOR OPENING, BOTH SIDES, UNLESS SHOWN ON PLANS. °O `../ 1" BELOW TOP OF MOW SLOPE 1/4' FOPSOF�SODOOROMUMCOW -BLUE A BLUE \[Dr) 4 SMOOTH DOWEL 12' LENGTH GREASE & STRIP ON DOWNSLOPE �- / N VAN STRIP ON UPSLOPE SIDE. SIDE PER 1'-0' MEDIUM CONCRETE BROOM FINISH TYPE IN WHITE TYPE'S WHITEPIP END SECTION PERPENDICULAR TO DIRECTION OF TRAFFIC. FACE OF BUILDING/2' EXP. JT. MATERIAL __� i i=i i EJ 1 /2' SEALANT MEDIUM CONCRETE BROOM FINISH FACE OF BUILDING a v J_J PERPENDICULAR TO DIRECTION OF TRAFFIC. o a III -I=1 SEE GRADING PLAN FILTER CLOTH TYP. C� ALL END SEE GRADING PLAN FOR ELEV. —I I I) a I 1-1 { FOR ELEVATIONS 1/2- EXP. JT. MATERIAL SECTIONS. SEE THIS DETAIL FOR IN. 1/2- SEALANT SLOPE 1/4' PER 1' TYP. SEE ARCH. DRAWINGS V-6" SQUARE ALUMINUM SINGLE AREA REQUIREMENTS. 5'-0. " COORDINATE EDGE OF FLOOR PANEL SIGN. 1/2' EXP. JT. MATERIAL SLAB W/ BUILDING CONTRACTOR LETTERING AND GRAPHICS ONE SLOPE 1/4' PER 1' j SEE ARCH. DRAWINGS - 1-6 SIDE ONLY. - - - - - -' - 2- #3 BARS CONTINUOUS - • ...•;.;.,.. •_.: _• :•.•;_.,.;__.-_ , A GALVANIZED 'U' CHANNEL POST -- '� " '� -. _ � - ' '"` '. " � I I -III -1 I I -III III -I I i-III=III=I I (=I � I: COORDINATE EDGE OF FLOOR 50COMPACTED SUBGRADE - - � PRIMED AND PAINTED BLACK.i I I El I I—I SLAB W/ BUILDING CONTRACTOR Ell i II '1 EU BUILDING FOUNDATION CIO d - 2-#4 BARS SEE STRUCTURAL -' CONCRETE MOW STRIP CONTINUOUS DRAWINGS `D A 11, 3 SIDES ' "' 4 BARS BUIL --BUILDING FOUNDATION 2-# NO SCALE t MINIMUM 6' COORDINATE PLACEMENT FINISH GRADE �- CONTINUOUS SEE STRUCTURAL 6A 3 SIDES DRAWINGS STOOP FOOTING #8 AGGREGATE OF BARS IN FOOTING W/ " TYP. 3 SIDES BUILDING CONTRACTOR 3 PIPE DIAMETERS OR MINIMUM G 4 BARS @ 1'-4" O.C. fi -7 - " STOOP FOOTING # 3'-4' cr_#4 BARS ®1'-4" 0. C. 3 SPANS, EACH SIDE. fi TYP. 3 SIDES # COORDINATE PLACEMENT #8AGGREGATE )) k° w ¢ OF BARS IN FOOTING W/ I I I I I I I ( NOTE: `� I I = r Q Ln BUILDING CONTRACTOR ALL CONCRETE PAVING SHALL N 1 1 ��«f � NOT: L L ! HAVE FIBERMESH REINFORCING. )) o of IMITS OF ALL CONCRETE PAVING SHALL U o RI RAP AREA o HAVE FIBERMESH REINFORCING. ooao� Ij ij I ,► LAN RIPRAP @END SECTION CONCRETE STOOP @ PAVING ► L� I ao CONCRETE STOOP @ LAWN SIGN DETAILS NO SCALE NO SCALE —13 ND SCAE NO SCALE 2'-8- I �R Ilil(fillliiliilliil $ END SE TION SCHEDULE INCHES I PIPE SIZE SPEC. DIMENSIONS -171 11111111 M I -T,,1771 ALUM. FLAGPOLE PIPE ARCH ROUND THICK A B H F L W SLOPE H1 1 1 1 1 1 1 I' I I I I I I I i! Ii i l RETRACE ALL EDGES AND JOINTS I jINESS Min ALUM. GROUND PROTECTOR SPAN RISE DIAM. 0.05 3 M 1 M3 MiOn t S Max (APP3�4) III AFTER OTHERWISE BROOM FINISH UNLESS 111 Illlllllllilllllil I 1-3 3'-0A NOTE: - - 8 0.05 5 5 4 14 14 32 2 3/8 `�i - ALUM. FLASH COLLAR Ez�` A ALL STRIPES TO BE - - 10 O.Q5 5 6 6 18 14 39 2 1'-5' 10 I I J.__ � ( e I I I 1111111 l l � i l i l , I I EXPANSION JT. TYP. 4 PAINTED WHITE /-- PIPE DIAMETER _ - 12 0.06 5 7 6 22 21 44 2 1/4 SCORE JOINTS SPACING 8-0" MAX. O.C. 3'-8' I CAULKING ;; IMPOUND - OR ARCH. SPAN PLAN 15 0.06 6 8 6 28 26 52 2 1/4 SCORE JOINTS SHALL FORM SQUARES 5• - - 18 0.06 7 10 6 34 31 58 2 1/8 WHENEVER POSSIBLE OR AS SHOWN � WATERPROOF CEMENT UPPER WOOD WEDGES B _ - I-� I 0o / •I`-�I' \ 21 0.06 8 12 6 40 36 66 2 1/8 ON PLAN. J 11,1 i !I - - I -I * PREFORMED . / \ 24 0.06 9 13 6 46 41 72 2 1/8 EXPANSION JT. WHERE PAVING a- I THERMOPLASTIC CONCRETE BASE _ / \ z - - 30 0.07 11 16 8 55 51 88 2 1/8 ABUTS VERTICAL SURFACE AND A.d SPACIN MARKINGS ! _ W SEALANT 1 T '-CDEEMAX. O.C., r TAMPED W/SCREENED / \ J - - 36 0.07 13 19 9 70 60 105 2 1 1 2 TOOLED SCORE JT., I *CENTER IN LANE 0 35 24 - 0.07 9 16 6 58 39 85 1 7/8 / DRY SAND '� I' * REVERSE ARROW , A F A 1/2' EXP. JT. MATERIAL 1/4 DEPTH OF PAVEMENT i i I 3 I I FOR RIGHT TURNS � � � TOOLED JOINTS NOT METAL TUBE W VERMIN SCREEN ACHIEVING 1/4 DEPTH OF I ! I I I j 4 STEEL CENTERING WEDGES , (� I _ THREADED ROD W/HOLDER PAVEMENT _ WILL BE SAWCUT. ! j , OR CONNECTOR LUGALL CONCRETE PAVING SHALL HAVE SLOPE 1 EDGE2 TOOLED FIBERMESH REINFORCING. Ot 4 411 Ad A �s INV. OUT EL. i A t I �_I �_ ' 4 4 ' I I STEEL PLATE(3/16 TO 1/2") - (_ { , —, . REINFORCED EDGE l 2 2 CONCRETE PAVING I 3/4' DIA. LIGHTNING ARRESTOR �` r 1 SPIKE EXTEND 12' BELOW FOOTING. - LIGHT BROOM FINISH N 0 22.5` ::::.� :: = Y o TYPICAL UNLESS ,. 2'-6* A ., - -:.::: • ,:�.;.. v z OTHERWISE NOTED. i I fi x 6 STEEL SUPPORT PLATE ► - 41— - -41 - - SKIRT LIP W/REINFORC ENT <r �cn BROOM TRANSVERSE 8' 0' I 12' = AT BOLT LOCATIONS •w,• �.�•, �•.�.• • ¢ TO DIRECTION OF TRAVEL MAX. 8• ••� .'�,,.°�. TOE PLATE ANCHOR •�� __ 4" COMPACTED AGGREGATE LEVELING COURSE. I I-'TIT=I I I I X11 �I I- 10 GA. GALV. SECURED 111=1=1111 COMPACTED SUBGRADE ), F + A �, W/3/8' GALV. BOLTS ` i t '��~r~ � ~� 1, SECTION TURN ARROW MARKINGS FLAGPOLE BASE DETAIL HANDICAP SYMBOL METAL END SECTION DE AILS CONCRETE PAVING NO SCALE 2 NO SCALE NO SCALE NO SCALE NO SCALE 4 TOP RAILS 1 5/8' RAIL RAMP PER PLAN 45' PIPE 4" O.D. END POST AND POST TOP (GROUND EACH END POST) 6' DEPRESSED CURB ELBOW DIA. FILL PIPE FULL W/ CONCRETE SIDE SLOPE ASPHALT SURFACE 1/4"X3/4' EXTRUDED ALUMINUM TRUSS ROUND TOP TO DRAIN BAR AT ENDS OF FABRIC _ _ 1/4' SPACE BETWEEN T 1 5/8' O.D. TOP RAIL CONC. AND ASPHALT FUL DEPTH EXPANSION JOINT @ Q.C., 8" SMOOTH DOWELLS, 2 PER JOINT SCHEDULE 11C> 1 5/8' O.D. HORIZONTAL PPE PANT4S0AFETYLYELOLOW - '-'-"'� : Y a UND BRACE RAIL UTILITY -COl' CRETE CURBRUBBED FINISH, APPROVED IDENTIFICATION VER ICAL FACE BACKFILL TAPE " 4' O.D. CORNER POST III I I 2-#4 BARS FI H GRADE -PAVEMENT SEE LAYOUT � - „ „ r 2 1%2' O.D. LINE POST, SECS 6 PL FOR PAVING MATERIAL. as 1 5/8' O.D. HORIZONTAL A SLOPE TO DRAIN A o 6' MALATE SEE GRADING r 4 10' OUO.0 TORE. JT. `� LIFTS S� FOR PIPE BRACE RAIL PAVING SURFACE VARIES - 5 CHAINUNK FENCE SEE LAYOUT PLAN 2'-0' TAPER AT ., 1 4'R 1/2'R END OF CURB SCORE JT. TYP. / 4'-0' •• Q AGGREGATE SEE GRADING I )_I I A ,..; :,•. :: ;' ",: BEDDING a' PLAN FOR INV. CHAINLINK FABRIC -' . " -�- 11:7 I I _,. ' �,.-. 1.' _am \ ELEV. _ •:' ,� e' �•: )I_ 1-I..-I--li ..III. -11. C° - MEDIUM BROOM FINISH Uj Y x •'•_ . , + ' •— ` , t - .i ...... ,}> ` _ ,�`•- -: •--•`• I I I I N 20! i z 6' MIN. BACKSTOP CONCRETE FOOTING -� COMPAC D SUBGRADE SPRING TENSION WIRE 11 SECTION E VATION 10°_p• :. a T OF 8' _ = NOTE: AGGREGATE BACKFILL REQUIRED TO TOP OF SUBGRADE UNDER PAVED AREAS TYPICAL--'V- ILLFENCE 5'-0" A 3 8' DIA. TRUSS ROD �l • :. % v 11'P. FACE OF CURB NOTE: ALL CONCRETE PAVIN SHALL 0 CORNER & END PANELS m ; pl,pN HAVE FIBERMESH REINFORCINGAND O z 18 18 18 �UJ ALIGN WITH JOINTS IN WALK ''TYP. BACKSTOP DETAIL PIPE BOLLARD DETAILHANDICAP RAMP CONCRETE CURB PIPE BEDDING AND BACKFILL NO SCALE 9 NO SCALE 15 NO SCALE NO SCALE NO SCALE 13 NOTE: GROUND FENCE AT CORNER POSTS 1' #12 ASPHALT SURFACE 3' O.D. END POST AND CORNER POST, TYP. 1/4'0/4' EXTRUDED ALUMINUM TRUSS ASPHALT TACK COAT BAR AT ENDS OF FABRIC 30' 2' #8 ASPHALT BINDER SPRING TENSION WIRE SLOPE SUBDRAINS. (MIN. 1/29.) 4 1'''? 8' #53 COMPACTED AGGREGATE 1 5/8' O.D. TOP RAIL do 80 2 -LIFTS ° FINISH GRADE EXTRUDED CURB _ _-'_- TYPICAL 2" O.D. LINE POST, TYP. 50% SAND & 50% TOPSOIL MIX I I� I I� I II � II I � I �! 1 �-III- COMPACTED SUBGRADE OVER TRENCHES o D REFER TO LAYOUT PLAN FOR WIDTH 1 5/8' O.D. GATE FRAME TOPSOIL - MSTO 1 1/2 ' rR PAVEMENT SURFACE, 3/8- DIA. TRUSS RODS PADLOCK l I 6' o SEE PLANS HASP I II- , =11 ! oO ALUMINUM SIGN oOD, o O Q• - a A ASPHALT PAVING 3 O.D. GATE POST COMPACTED -III-III =III=IIll - OPAQUE RED BACKGROUND C• •o , A PLUNGER SUBGRADE -111 I �-� - 4" COMPACTED - - _ .o - ` 1� �i -WHITE LETTERS &OUTLINE AGGREGATE SASE I • _11-1 NO -1 I NO SCALE COMPACTED SUBGRADE II IhiIL-TTI > �4 #8 AGGREGATE "� GALVANIZED 'U' CHANNEL POST t PRIMED AND PAINTED BLACK 6" SMOOTH DOWELL 5' O.C. y 9' 2 #4 BARS 1' #12 ASPHALT SURFACE ER o� 14'6" GROUP 'K" PIPE, X1/2' EXPANSION JOIN ASPHALT TACK COAT WRAP W/ FILTER SOCK ) { WITH SEALANT . •• � ) ( FINISH GRADE V t •�l , ��),. �,. _ �. o ) I 3' #8 ASPHALT BINDER 8' #53 COMPACTED AGGREGATE 11 ;il 1[' :1 U NOTES: 2 -LIFTS . if _II . A-41 . 8' SAW CUT JOINTS ®1Q' O.C. 'TYPICAL � EXPANSION JOINTS AT 50' C. TYPICAL - - - - _- 10'-0' TYP' -4 ALL CONCRETE PAVING SHA HAVE I I I� 11 I II I 11 I-1 I = COMPACTED SUBGRADE 12'x12 z3'-0 GATE WIDTH VARIES, SEE FIBERMESH REINFORCING CONCRETE FOOTING, TYP. ( ') LAYOUT PLAN FOR THE SIZE AND NUMBER OF GATES. SUBDRAIN FENCE ELEVATION DETAIL uNIDSCAIWN STOP SIGN DETAIL CONCRETE CURB & WAL ASPHALT PAVING 1 NO SCALE 8 ENO SCALE NO SCALE NO SCALE C,uire & S� 0 ■ �;-F. ■ Oma' J 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 Z �--� Z Q LL. 0 Z J 0 0 2:U U LUJ F- Q Cie uJ s: D C9) CWyrW t 2000 by Tif a)LE MaN & MIX CORPORATION CwrW tndxks ard4ted" w k a,tdt detign pits or drawkiM and spednutiom kd*ecb" work is @re ov J form as wd a the wrargma t and wnpodow of space aid drsrrlMs h the dm*L Reproduction widvA written pemWm b prohbited PROJECT: 99046 DATE: 2/04/00 DRAV`Jh! BY: CLW CHECKED BY: BWR DESIGNED BY: BWR L104 RUMS 0 I I I I I I I ( NOTE: `� I I = r Q Ln BUILDING CONTRACTOR ALL CONCRETE PAVING SHALL N 1 1 ��«f � NOT: L L ! HAVE FIBERMESH REINFORCING. )) o of IMITS OF ALL CONCRETE PAVING SHALL U o RI RAP AREA o HAVE FIBERMESH REINFORCING. ooao� Ij ij I ,► LAN RIPRAP @END SECTION CONCRETE STOOP @ PAVING ► L� I ao CONCRETE STOOP @ LAWN SIGN DETAILS NO SCALE NO SCALE —13 ND SCAE NO SCALE 2'-8- I �R Ilil(fillliiliilliil $ END SE TION SCHEDULE INCHES I PIPE SIZE SPEC. DIMENSIONS -171 11111111 M I -T,,1771 ALUM. FLAGPOLE PIPE ARCH ROUND THICK A B H F L W SLOPE H1 1 1 1 1 1 1 I' I I I I I I I i! Ii i l RETRACE ALL EDGES AND JOINTS I jINESS Min ALUM. GROUND PROTECTOR SPAN RISE DIAM. 0.05 3 M 1 M3 MiOn t S Max (APP3�4) III AFTER OTHERWISE BROOM FINISH UNLESS 111 Illlllllllilllllil I 1-3 3'-0A NOTE: - - 8 0.05 5 5 4 14 14 32 2 3/8 `�i - ALUM. FLASH COLLAR Ez�` A ALL STRIPES TO BE - - 10 O.Q5 5 6 6 18 14 39 2 1'-5' 10 I I J.__ � ( e I I I 1111111 l l � i l i l , I I EXPANSION JT. TYP. 4 PAINTED WHITE /-- PIPE DIAMETER _ - 12 0.06 5 7 6 22 21 44 2 1/4 SCORE JOINTS SPACING 8-0" MAX. O.C. 3'-8' I CAULKING ;; IMPOUND - OR ARCH. SPAN PLAN 15 0.06 6 8 6 28 26 52 2 1/4 SCORE JOINTS SHALL FORM SQUARES 5• - - 18 0.06 7 10 6 34 31 58 2 1/8 WHENEVER POSSIBLE OR AS SHOWN � WATERPROOF CEMENT UPPER WOOD WEDGES B _ - I-� I 0o / •I`-�I' \ 21 0.06 8 12 6 40 36 66 2 1/8 ON PLAN. J 11,1 i !I - - I -I * PREFORMED . / \ 24 0.06 9 13 6 46 41 72 2 1/8 EXPANSION JT. WHERE PAVING a- I THERMOPLASTIC CONCRETE BASE _ / \ z - - 30 0.07 11 16 8 55 51 88 2 1/8 ABUTS VERTICAL SURFACE AND A.d SPACIN MARKINGS ! _ W SEALANT 1 T '-CDEEMAX. O.C., r TAMPED W/SCREENED / \ J - - 36 0.07 13 19 9 70 60 105 2 1 1 2 TOOLED SCORE JT., I *CENTER IN LANE 0 35 24 - 0.07 9 16 6 58 39 85 1 7/8 / DRY SAND '� I' * REVERSE ARROW , A F A 1/2' EXP. JT. MATERIAL 1/4 DEPTH OF PAVEMENT i i I 3 I I FOR RIGHT TURNS � � � TOOLED JOINTS NOT METAL TUBE W VERMIN SCREEN ACHIEVING 1/4 DEPTH OF I ! I I I j 4 STEEL CENTERING WEDGES , (� I _ THREADED ROD W/HOLDER PAVEMENT _ WILL BE SAWCUT. ! j , OR CONNECTOR LUGALL CONCRETE PAVING SHALL HAVE SLOPE 1 EDGE2 TOOLED FIBERMESH REINFORCING. Ot 4 411 Ad A �s INV. OUT EL. i A t I �_I �_ ' 4 4 ' I I STEEL PLATE(3/16 TO 1/2") - (_ { , —, . REINFORCED EDGE l 2 2 CONCRETE PAVING I 3/4' DIA. LIGHTNING ARRESTOR �` r 1 SPIKE EXTEND 12' BELOW FOOTING. - LIGHT BROOM FINISH N 0 22.5` ::::.� :: = Y o TYPICAL UNLESS ,. 2'-6* A ., - -:.::: • ,:�.;.. v z OTHERWISE NOTED. i I fi x 6 STEEL SUPPORT PLATE ► - 41— - -41 - - SKIRT LIP W/REINFORC ENT <r �cn BROOM TRANSVERSE 8' 0' I 12' = AT BOLT LOCATIONS •w,• �.�•, �•.�.• • ¢ TO DIRECTION OF TRAVEL MAX. 8• ••� .'�,,.°�. TOE PLATE ANCHOR •�� __ 4" COMPACTED AGGREGATE LEVELING COURSE. I I-'TIT=I I I I X11 �I I- 10 GA. GALV. SECURED 111=1=1111 COMPACTED SUBGRADE ), F + A �, W/3/8' GALV. BOLTS ` i t '��~r~ � ~� 1, SECTION TURN ARROW MARKINGS FLAGPOLE BASE DETAIL HANDICAP SYMBOL METAL END SECTION DE AILS CONCRETE PAVING NO SCALE 2 NO SCALE NO SCALE NO SCALE NO SCALE 4 TOP RAILS 1 5/8' RAIL RAMP PER PLAN 45' PIPE 4" O.D. END POST AND POST TOP (GROUND EACH END POST) 6' DEPRESSED CURB ELBOW DIA. FILL PIPE FULL W/ CONCRETE SIDE SLOPE ASPHALT SURFACE 1/4"X3/4' EXTRUDED ALUMINUM TRUSS ROUND TOP TO DRAIN BAR AT ENDS OF FABRIC _ _ 1/4' SPACE BETWEEN T 1 5/8' O.D. TOP RAIL CONC. AND ASPHALT FUL DEPTH EXPANSION JOINT @ Q.C., 8" SMOOTH DOWELLS, 2 PER JOINT SCHEDULE 11C> 1 5/8' O.D. HORIZONTAL PPE PANT4S0AFETYLYELOLOW - '-'-"'� : Y a UND BRACE RAIL UTILITY -COl' CRETE CURBRUBBED FINISH, APPROVED IDENTIFICATION VER ICAL FACE BACKFILL TAPE " 4' O.D. CORNER POST III I I 2-#4 BARS FI H GRADE -PAVEMENT SEE LAYOUT � - „ „ r 2 1%2' O.D. LINE POST, SECS 6 PL FOR PAVING MATERIAL. as 1 5/8' O.D. HORIZONTAL A SLOPE TO DRAIN A o 6' MALATE SEE GRADING r 4 10' OUO.0 TORE. JT. `� LIFTS S� FOR PIPE BRACE RAIL PAVING SURFACE VARIES - 5 CHAINUNK FENCE SEE LAYOUT PLAN 2'-0' TAPER AT ., 1 4'R 1/2'R END OF CURB SCORE JT. TYP. / 4'-0' •• Q AGGREGATE SEE GRADING I )_I I A ,..; :,•. :: ;' ",: BEDDING a' PLAN FOR INV. CHAINLINK FABRIC -' . " -�- 11:7 I I _,. ' �,.-. 1.' _am \ ELEV. _ •:' ,� e' �•: )I_ 1-I..-I--li ..III. -11. C° - MEDIUM BROOM FINISH Uj Y x •'•_ . , + ' •— ` , t - .i ...... ,}> ` _ ,�`•- -: •--•`• I I I I N 20! i z 6' MIN. BACKSTOP CONCRETE FOOTING -� COMPAC D SUBGRADE SPRING TENSION WIRE 11 SECTION E VATION 10°_p• :. a T OF 8' _ = NOTE: AGGREGATE BACKFILL REQUIRED TO TOP OF SUBGRADE UNDER PAVED AREAS TYPICAL--'V- ILLFENCE 5'-0" A 3 8' DIA. TRUSS ROD �l • :. % v 11'P. FACE OF CURB NOTE: ALL CONCRETE PAVIN SHALL 0 CORNER & END PANELS m ; pl,pN HAVE FIBERMESH REINFORCINGAND O z 18 18 18 �UJ ALIGN WITH JOINTS IN WALK ''TYP. BACKSTOP DETAIL PIPE BOLLARD DETAILHANDICAP RAMP CONCRETE CURB PIPE BEDDING AND BACKFILL NO SCALE 9 NO SCALE 15 NO SCALE NO SCALE NO SCALE 13 NOTE: GROUND FENCE AT CORNER POSTS 1' #12 ASPHALT SURFACE 3' O.D. END POST AND CORNER POST, TYP. 1/4'0/4' EXTRUDED ALUMINUM TRUSS ASPHALT TACK COAT BAR AT ENDS OF FABRIC 30' 2' #8 ASPHALT BINDER SPRING TENSION WIRE SLOPE SUBDRAINS. (MIN. 1/29.) 4 1'''? 8' #53 COMPACTED AGGREGATE 1 5/8' O.D. TOP RAIL do 80 2 -LIFTS ° FINISH GRADE EXTRUDED CURB _ _-'_- TYPICAL 2" O.D. LINE POST, TYP. 50% SAND & 50% TOPSOIL MIX I I� I I� I II � II I � I �! 1 �-III- COMPACTED SUBGRADE OVER TRENCHES o D REFER TO LAYOUT PLAN FOR WIDTH 1 5/8' O.D. GATE FRAME TOPSOIL - MSTO 1 1/2 ' rR PAVEMENT SURFACE, 3/8- DIA. TRUSS RODS PADLOCK l I 6' o SEE PLANS HASP I II- , =11 ! oO ALUMINUM SIGN oOD, o O Q• - a A ASPHALT PAVING 3 O.D. GATE POST COMPACTED -III-III =III=IIll - OPAQUE RED BACKGROUND C• •o , A PLUNGER SUBGRADE -111 I �-� - 4" COMPACTED - - _ .o - ` 1� �i -WHITE LETTERS &OUTLINE AGGREGATE SASE I • _11-1 NO -1 I NO SCALE COMPACTED SUBGRADE II IhiIL-TTI > �4 #8 AGGREGATE "� GALVANIZED 'U' CHANNEL POST t PRIMED AND PAINTED BLACK 6" SMOOTH DOWELL 5' O.C. y 9' 2 #4 BARS 1' #12 ASPHALT SURFACE ER o� 14'6" GROUP 'K" PIPE, X1/2' EXPANSION JOIN ASPHALT TACK COAT WRAP W/ FILTER SOCK ) { WITH SEALANT . •• � ) ( FINISH GRADE V t •�l , ��),. �,. _ �. o ) I 3' #8 ASPHALT BINDER 8' #53 COMPACTED AGGREGATE 11 ;il 1[' :1 U NOTES: 2 -LIFTS . if _II . A-41 . 8' SAW CUT JOINTS ®1Q' O.C. 'TYPICAL � EXPANSION JOINTS AT 50' C. TYPICAL - - - - _- 10'-0' TYP' -4 ALL CONCRETE PAVING SHA HAVE I I I� 11 I II I 11 I-1 I = COMPACTED SUBGRADE 12'x12 z3'-0 GATE WIDTH VARIES, SEE FIBERMESH REINFORCING CONCRETE FOOTING, TYP. ( ') LAYOUT PLAN FOR THE SIZE AND NUMBER OF GATES. SUBDRAIN FENCE ELEVATION DETAIL uNIDSCAIWN STOP SIGN DETAIL CONCRETE CURB & WAL ASPHALT PAVING 1 NO SCALE 8 ENO SCALE NO SCALE NO SCALE C,uire & S� 0 ■ �;-F. ■ Oma' J 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 Z �--� Z Q LL. 0 Z J 0 0 2:U U LUJ F- Q Cie uJ s: D C9) CWyrW t 2000 by Tif a)LE MaN & MIX CORPORATION CwrW tndxks ard4ted" w k a,tdt detign pits or drawkiM and spednutiom kd*ecb" work is @re ov J form as wd a the wrargma t and wnpodow of space aid drsrrlMs h the dm*L Reproduction widvA written pemWm b prohbited PROJECT: 99046 DATE: 2/04/00 DRAV`Jh! BY: CLW CHECKED BY: BWR DESIGNED BY: BWR L104 RUMS ----`_: 1 O O i l WOMEN'S RESTROOM STOR. II ELEC. u MEN'S RESTROOM I I j STOR. i I I I , I I I i 0 0 0 0 I I 0 0 0 0 O' F- 1 I I I � I � w I VEST. LOBBY I � I 0 O I I I I I I — OFFICE RECEPT. I I I i I I i CLASSROOM i i I I i I CLASSROOM a i 2 1 - ) �`T-' \T ; I 1 1 I I I I I 1 � � , I I I � , I II MEYHANICAL I 1 I � I I I + , I I i ; , I I I { I � I I I f MULTIPURPOSE GYMNASIUM f I ! I I I I ( i I � S I I I 01 I I I 0 , ( Ii I I I I —t ---- — — — ---- — —r I MULTIPURPOSE I I i CLASSROOM I j I PASS. I VEST. j I � ! 1 1 0 l0 ------- j VEST. I I O ! p LA� I L— — — — — — — — — GIRL'S LOCKEROOM BOY'S LOCKEROOM I 1 I I I I 19 I l i i I I I� M I FLOOR PLAN SCALE: 1/8,• 1,_0" 27,674 s.f. N �,Guire & s� ato °°•f O -� o ® m Joh Master Planning Architecture Landscape Architecture Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 pro jects0aeomscorp.com 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS J Z 0 0 U 1: Z U J Q Q V) O m T IU W + cn ne O L. I� J loomLLJ V) > C� Z UjW Z Z D v © Copyright 2000 by THE ODLE McGM & SHOOK CORPORATION CWynSM nide$ v ditectsnl work, beidrrg desist, plam or drawings, and spedficadom Ard*ecW work b the overal form as wel as the arrangement and cartpwVw of spaces arrd d r mb n the dedgm Reproduction wNvA written pernission b prohbited PROJECT: 99046 DATE: 3/15/00 DRAWN BY: JLB CHECKED BY: JLB DESIGNED BY: JLB Al MULTIPURPOSE BUILDWG'S FLOOR PLAN U 0' `f FIRST FLOOR 0 0 0—'-0 _ FIRST FLOOR h WEST ELEVATION SCALE: 1/8" = T-0" 4 3 2 f !1 i r ' ��1i +'V�t•,i;!, •41 � i ' 1 ii '! 11�1!,; �l i�+=+rt 1 � �' t j z ).r �l(• ,1 rl,�l. +,t? y , �,t .,!!!: 1+,"ylliitt u1 i 1; i,t ,1!i .t` ,`i! � � , , , i 1,1?1' `1ti fit, , l�• + � (� i I, r rl 1, 1 r t f I lit 1 i t �1t` 1 / ! (1 !�,' l i; , j�, ,� • , ; A �ttt1,i'i �` 1`t.,lt, If'r('r �, f'Ij ,!r i II(l,ti(I�i11r'11r11 J1(r, jrlJ. .+ ,. 1+� a4,i, t,tl�t.t�,tt .1�.t����,,,1.1 , �1, �,, Ilt!,1,�.i1':�tl !S'. •,! i,�,,.-ut�t1111�1,,1,;lt,h�t,:, 1,.!,, 11���•, ,1.t��l�iitt�+1't�\ t��l�r,+il �l �l,rr�i+,��1�1�i,f'I�;�, I, 111i�tt1(l ��rllljl(�ilililfi NORTH ELEVATION SCALE: 1/8" = T-0" i i i Materials Legend: Brick CM!! Wood Siding Concrete Metal Roof ,(,uire & S� ® o Joh Master Planning Architecture Landscape iii hl"Lectur e Engineering Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis, Indiana 46240 317.842.0000 Fax 317.722.0930 projects(gaeomscorp.com ♦ 6765 North State Road 37 P.O. BOX 2149 Bloomington, Indiana 47402 812.876.2020 Fax 812.876.2047 CERTIFIED REVISIONS J Q 0 0 V Z U n 0 .-i V) p Z U LU Q. - Z = jIZ N� Z:)LU rim �s \ V) > IJ W Z) Z Z U © Copyright 2000 by Ilf ODLE McGIM &SHOOK CORPORATION Copyr*d isdrdes ardAect" work, baking design, place or drawigs, and speaiicatiom Arditecb" work 's the overall form as wd as the arrargenmt and c«rposWw of spaces and dwmb in the dedgm Reproduction without written Wnission b p d*de& FRCECT: 99046 DATE: FEBRUARY 4, 2000 DRAWN BY: JLB CHECKED BY: JLB DESIGNED BY: JLB A2 MULTIPURPOSE BUILDING'S NORTH/WEST ELEVATIONS —0, " 0 _ Y FIRST FLOOR 0—'-0' _ `� —FIRST FLOOR --_---------------- -- 0 I I I EAST ELEVATION SCALE: 1/8" = T-0" 4 3 I � E � I ,';X15'`11'111i�1��l„lil'i:�l�'l��l�'I``,ir`�411 SOUTH ELEVATION SCALE: 1/8” = T 0" 0 1 1 ( ( Materials Legend: Brick CMU Wood Siding Concrete Metal Roof ��cGuire 4.r a� o E#'Am o M JOS' 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 L u! 5 m IW 0 1 1 ( ( Materials Legend: Brick CMU Wood Siding Concrete Metal Roof ��cGuire 4.r a� o E#'Am o M JOS' 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 z © Copyright 2000 by Tlf ODLE WGM & Sh1001( CORPORATION Copy nddes ardsteC" wank, Wft desqp4 pians or drawhp, ard spedfk Aom. Arditecb" work is the overal form as we[ as the w gwa t and carnpwvdon of spaces and eier wb In the design Reproduction w%h&A written perms" a profited. FRO pECT: 99046 DATE: FEBRUARY 4, 2000 DRAWN BY: JLB CHECKED BY: JLB DESIGNED BY: JLB A3 MULTIPURPOSE BIADWG'S SOUTHEAST ELEVATIONS U 5 m IW O p-/ pe Z:)O Q. Z:)J < n v^') > > Lt. w Z W z © Copyright 2000 by Tlf ODLE WGM & Sh1001( CORPORATION Copy nddes ardsteC" wank, Wft desqp4 pians or drawhp, ard spedfk Aom. Arditecb" work is the overal form as we[ as the w gwa t and carnpwvdon of spaces and eier wb In the design Reproduction w%h&A written perms" a profited. FRO pECT: 99046 DATE: FEBRUARY 4, 2000 DRAWN BY: JLB CHECKED BY: JLB DESIGNED BY: JLB A3 MULTIPURPOSE BIADWG'S SOUTHEAST ELEVATIONS