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Home My WebLink AboutL104 Site Details.1p euire4is 11,. Master Planning Architecture Landscape Architecture EnOneenng Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis Indiana 46240 317.8420000 Fax 317.722.0930 www.omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.8762020 Fax 812.876.2047 cat i krU 4)1 Np 0 (fIT CERTIFED REVISIONS 1 z OM* 2002 by 11f 401E 144 111 11001( COMNORAIDM cdw.yd Ydldrd added. ».W WI dada o1u a .•ws, iAd dddMulbn ArdoOar -1 oak Y d- sued 1-• ,-1 an rho ear• esWi- d dem -d dorms R M du", RpeLelYn sided wM v.•tlm Y pddtd PROJECT: 02051 DATE: DECEMBER 5, 2002 DRAWN BY: GBM a-Ea ED BY: BWR DESIGNED BY: GBM L104 1 1 SITE DETAILS COMEACIED 5Q. 10 PREVENT PAN G 1x22( STAKE STRAW BALE TENNIS COURT SURFACE 1 TOP OF SLEEVE `LUSH WITH SURFACE ASP,HALT OVERLAPS CONCRETE FOOTING JOINT U 5D' 0.C., 8 SMOOTH N DOWELLS, 2 PER JOINT CONCRETE CURB RUBBED FINISH, i VERTICAL FACE FINISH GRADE- PAVEMENT,SEE LAYOUT P LAN FOR PAV GRATE /1--'--A` 2' -D" TAPER AT ASPHALT TACK COAT V A., A A 0. S 0 r NET POST `i�i�i��i�i�J 1/4 "R 1/212 1 END OF CURB i t ll1H -1) 1 I II I I` I DI--- 11 1Ill 1 1- SLEEV I I aM 1 j 1=111=11 I III III 1 SOIL COMPACTED V 4 i/ BALES PER STRUCTURE. TO BE STAKED 2 STAKES BALE l 4. 4 BALES PER MID W/ HIRE. MFI I .111 I I I 1 =1(1 I I =III -III I (I i III =III— I I =1 I I o ill •O 8 O FOOTING CONCRETE X11 1 q 11- 11 -I III —III —I 11 —I 11 —I 1 i —I 1 —I I fi ill i —I I1 —I11 =111 -2E-111- I T. 1I E 1I I C I �I I EI I -1 �II1IbIbI =11k�1 8" #53 COMPACTED AGGREGATE 2 -LIFTS COMPACTED SUBGRADE X SECTION i t -1 11 1111 111 1 11 1 11 1 11= 111= 111 =111 =111- COMPACTED SUBGRADE ELEVATION NOTE: ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING AND ALIGN WITH JOINTS IN WALK, TYPICAL a G 1' 6" 1 SILT CONTROL 16 NET POST DETAIL 12 CONCRETE CURB 8 ASPHALT PAVING SCALEr•T-0" SCALE Vr o" SCALE :yr•T -0" SCALE T•T -0" 7 SAND BAGS r nom T TENNIS COURT SURFACE STAINLESS NET EXTRUDED CURB RFFFR TO 1 AYOUT PLAN R WI DTH o_ -m CHAINLINK Q z;:;::s;: ::•iiii:�;:•`ii:% PRING ION 4' O.D. END POST AND POST TOP (GROUND EACH END POST) 1/4 "X3/4" EXTRUDED ALUMINUM TRUSS /BAR AT ENDS OF FABRIC 1 5/8" O.D. HORIZONTAL BRACE RAIL 1 5 8' O.D. TOP RAIL 4" O.D. FABRIC 2 1/2" 0.D. LINE POST AND AND POST TOP 5/8" GATE i•Sii i:`.r fi: i:;Yii ^:Y• <;gk:'iiii> F ii: i ii>'�iii:�::�i9>`X•:: >ii •Si. +:x;:i: >i::;i:i: �i ti::: i :;:i >iii:�ii::i�i'•ik:•::::::: i:::i:- i.::•iai t: TRUSS BAR GATE POST POST TOP FRAME b ■.N.N .nu= N ■■N■ i ®iii 1111111111111•11011 ■.N.■ ■q lOW 11111111111111111111111 ....N N .N dd SATE A A` t 1 1/2 6" 7 �2R SE PLANS SURFACE, MENU ■N■ MUUMUU= ■N b 211 MI E .u....■ STEEL E 111111111.111111 ■n■ 11111111111111 :■U■U■H■ 4" COMPACTE:� �►�_r L�r 1 AGGREGATE BASE COMPACTED SUBGRADE ll= 11= 11 °ll °;L t� I -1l M ■N 111•11111111111111 4 UGH 0001, 00 1 ,c 4' HIGH g ..N... ■N ■N MUUMUU. I T i NOTES 1 A LoNcnuQlAL MIMS AND SIDE SUES REQURE A P511 A 6 t(Mk OYERIAP. ARE oYERLAT E OCOIR. THE U BLANLET SHALL ObR7R.W TH OOIMl51REAM 2. IF OTHER AMERICAN GREEN EROSION DIRECTIONS REOOYMENOED BY THE MANUFACTURER EILMIK T ARE INSTALLED FOLLON THE P STALLAIION 3. USE NORTH AMERICA' GREEN 50150 EROSIdi CONTROL BtANLET FOR ALL SLOPES: 6" SMOOTH DDWELL O 2' 0.C.- 2 BARS 2 EXPANSION gI IIGH E. 1v /C M JOINT 36' -O" 0 C MAXIMUM WITH SEALANT NOTES: SAW CUT JOINTS IN CURB O.C. TYPICAL TOOL JOINTS IN WALK EXPANSION JOINT T TYPICAL S A 50 O.0 FIBERMESH REINFORCING HALL HAVE CONTROL JOINTS 6' 0/0 FOR 6' WALK, 8' 0/C FOR 8' WALK ANCHOR 0 CONCRETE FOOTING a IS x 41•4 Of' 0 MERE TYPICAL y II B 3/8" DIA. TRUSS ROD I i 10" 10" 0 CORNERS 1 8" 3.3 STAPLES PER SO. YD. ,r DRAINAGE STRUCTURE PROTECTION 1 (3 7 EROSION CONTROL BLANKET 15 ANCHOR FOOTING DETAIL 11 CO NCRETE CURB WALK 7 COURT FENCE AND GATE SCALE 1/r• T O" SCALE yr T 0" ScAL� T'I• T 0" SC S" C" MOOT �DTEXIEE FAQ TANS POST le 18 18" 18" 1 1/2" #11 ASPHALT SURFACE ASPHALT TACK COAT i I,. 4 5 ASPHALT BINDER, PLACED IN 2 2 1 j2" LIFTS AGGREGATE SYNTHETIC TENNIS COURT BASE SURFACES, SEE o R E TENNIIS COURT COATI TRACK SURFACE 1" X11 ASPHALT SURFACE ASPHALT TACK COA1 2" 18 ASPHALT BINDER 6" f 5,3 COMPACTED AGGREGATE 2 3" LIFTS COMPACTED SUBGRADE MINN WHITE t -Y- *ED :LACK *e J v RED WHITE WHIT 4 I-- -BLACK WHITE m -BLUE WHITE WHITE 71W 2 TYPE 1 TYPE 4 17° TYPE 1 WHITE 1 �1 1 -`t 1 1 1 1� 1 1�1.1:1�1 1��1 COMPACTED AGGREGATE ALUMINUM DOUBLE PANEL SIGN WITH FRAME. 1 SQUARE SIGN LETTERING AND GRAPHICS DNE SIDE ONLY BLACK TE r 42 I�=I�1�� I s�� 1 q aloe g QQ GYo 11 E =11E I p a� 0° I I FI MIN j MI pg o I, 1 x r 2 a III•I IN 6' PE RATED PIPE NM FIURY SOCK h. 11 C01PAClED SUBGRADE i I8 WASHED AGGREGATE TIP. 2" X 2" ALUMINUM SQUARE POST TYPE; CONCRETE FOOTING 1' -2" SQ. FORMED SQUARE 0 TOP 1 1/2" TOOLED EDGE. Ill 11 1L1 11 ll1 IL�Jll lL�lll 1J ll I I ii=i I i =1 I III -1 I III III 1 I i 111 -1 I I- I I I �I I I I I f I I I I I I 11=I I MI I I i i —Ti— iii -iTl I— i ii iii i i I I 1 11 Ij,,1I=114 11!11 -1 1_1 1 N I I. I I53 COMPACTED PLACED IN 2 4 LIFTS COMPACTED SUBGRADE �qu 4 X311 INNL: fig IIRt; II I COMPACT ED SOIL gal. UNDERDRAMS A I N t A AREAS SHALL HA% WI MUSS NOTED OTHERWISE. I II I_ II -II; II lE 1 r 1 I U I I IE 11 I SLOPE TO DRAIN. I SURROUNDING SURFACE VARIES SEE PLANS. II EI II F I a I H1I =1 PAVEMENT UNDERDRAIN 18 SILT FENCE 14 SIGN DETAILS 10 H.D. ASPHALT PAVEMENT TENNIS COURT SURFACE SCALE -0" SCALE:r -0" SCALE r•1 -0" SCALE s /4 -o" No SCALE MX IDENTIFICATION TAPE TAPE APPROVED MTV TAPE gtAtIG PLAN FDR O PpE SEE GRADING Pim FDR INV. V l NOTE. STOOP IS 1'-6" WIDER THAN DOOR OPENING, BOTH I4 SMOOTH DOWEL 12" LENGTH GREASE DOWEL CAP 3' O TYP .C. 2" CLR- TOP 1/2" EXP. JT. MATERIAL MEDIUM CONCRETE BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAFFIC SLOPE PER PLANS SEE PLANS SIDES, UNLESS DIMENSIONED OTHERWISE ON PLANS. FACE OF BUILDING SET SLAB 1/4" BELOW FLOOR ELEV 1/2" SEALANT 1/2" EXP. JT. MATERIAL SEE ARCH. DRAWINGS COORDINATE EDGE OF FLOOR i SLAB W, BUILDING CONTRACTOR 30" RAISED CONCRETE 1 CONCRETE CURB CURB WALK �EXPANSION RAISED CONCRETE O s CURB P� �O C� �Sv 6 0 6' ALIGN CENTER E LANDING WITH CENTER OF HANDICAP Sf£ ACCESS AISLE F oR W q K �p AIN EDGE OF PAVEMENT FACE OF CURB D/4 TOOLED CONTROL JOINT FILL WITH JOINT SEALER EXPANSION JOINT FILLER N D 'o L J ALUMINUM SIGN OPAQUE RED BACKGROUND WHIT LETTERS OUTLINE 1/8 D CONTROL C ONTROL JOINT �T 1/2 SCORE JOINTS J!NTS D R POSSIBLE SPACING 8' -0" MAX. O.C. LUBRICATE THIS END SHALL FORM SQUARES OR AS SHOWN EXPANSION JOINT 110 v oir l igi: ��f� fn STOP. 6 MA)< r• r A �'r �ij A 4. i .1r< 0 7 .0 •ice 0•. ,.lit 7A ONEPLANSCORE 2" ABUTS SPACING SEALANT J JOINT WHERE VERTICAL SURFACE AT 40' -0" MAX. 1 2" DEEP 1/2" EXP. JT. MATERIAL 1 1 2" TOOLED EDGE 2 PAVING AND O.C., 1 4 D TOOLED SCORE N T., 1 /4 DEPTH OF PAVEMENT TOOLED JOINTS NOT ACHIEVING 1/4 DEPTH OF PAVEMENT WILL BE SAWCUT. ALL CONCRETE PAVING SHALL HAVE FIBERMESH REINFORCING. o CONCRETE PAVING TIGHT L BROOM L FINISH TYPICAL UNLESS Z OTHERWISE NOTED. BROOM TRANSVERSE ••�A• .4 LIFTS c 51E11= VIP CP-AW= PP 0: M pt i i■ 1 X11 D 3TpE I( 4 SMOOTH DOWELS e 2' 0/C Il 4 Il it ll -1.. II =Li= '14 u -r 1,Q II -11= -n I� CONTINUOUS\ Il 3 W 11 pp- E 2" ALUMINUM POST WITH CAP C III. iI( NOME STARTING 5 FRG EDGE OF CURB, X53 AGGREGATE BACKFILL REQUIRED FROM TOP OF BEOOBIG TO TOP OF SUBGRADE UNDER PAVED AREAS. SIDES 4 BARS 6 1' -4 O.C. STOOP FOOTING I COORDINATE PLACEMENT. fi TYP. 3 SIDES MINIMUM 6° OF BARS IN FOOTING W1 NOTE: CONCRETE PAVING SHALL I{8 AGGREGATE BUILDING CONTRACTOR HAVE FIBERMESH REINFORCING. T 1, 1 1 FINISH GRADE I I u 7 TO DIRECTION OF TRAVEL 4" COMPACTED #53 AGGREGATE LEVELING COURSE. WALKS SECTION 1- 4T-W.' 11 -1 11 =11= 11 =11. II COMPACTED SUBGRADE PIPE BEDDING AND BACKFILL 17 STOOP DETAIL 13 STOP SIGN DETAIL 9 IN -LINE HANDICAP RAMP CONCRETE WALK PAVEMENT SCALE: 1/r T 0" SCALE V4" 1 0" SCALE r T SCALE 3/4" 1 r SCALE V4" 1 0" .1p euire4is 11,. Master Planning Architecture Landscape Architecture EnOneenng Interior Design 8450 Westfield Boulevard Suite 200 Indianapolis Indiana 46240 317.8420000 Fax 317.722.0930 www.omscorp.net 6765 North State Road 37 P.O. Box 2149 Bloomington, Indiana 47402 812.8762020 Fax 812.876.2047 cat i krU 4)1 Np 0 (fIT CERTIFED REVISIONS 1 z OM* 2002 by 11f 401E 144 111 11001( COMNORAIDM cdw.yd Ydldrd added. ».W WI dada o1u a .•ws, iAd dddMulbn ArdoOar -1 oak Y d- sued 1-• ,-1 an rho ear• esWi- d dem -d dorms R M du", RpeLelYn sided wM v.•tlm Y pddtd PROJECT: 02051 DATE: DECEMBER 5, 2002 DRAWN BY: GBM a-Ea ED BY: BWR DESIGNED BY: GBM L104 1 1 SITE DETAILS