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Rl VISIONS: 1. PRC 03/24/05 ADJUSTED PADS, ENTRANCE DRIVE W1DlHS, SIDEWALK RAMPS, ADD PERIMETER STREET IMPROVEMENTS, REV, SANITARY SEWER CONNECTION AND SIZE IN CENTER cr- 51 TE, TURN OfF TREES AND ADJOINING SITE INFO. TO THE I'wfST. 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I I I I I I I I I I I I I I I I I~ I~ f: 1\ I I I I I M eJ ~ w Vl o :::> ~.....J :z:<: 2~ .....w 19 (/)~ , -~- HOLEY MOlEY SAYS ((DON'T DIG ~LIND" JE~<C BM - THE HORiZONTAL AND VERTICAL LOCATION DATA SHOWN ON SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM POSiTIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STAlE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTI1 AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOU5L Y OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY POINT #200 EL "IT'S THE LAW" CALL 2 WORKING DAYS BEfORE YOU DIG 1-800-382-5544 CAlL TOLL FREE PER iNDIANA STATE LAW 15-69-1991. FIRE HYDRANT 40 50 FEET EAST 0 ASSUMED NOR (H SCALE: ~ " = 60' WORKI IORK. LOCA TION SERVlCE TWO (2 \ DA YC:; BEFORE COMMENCING OF ORTH 0 30 HYDRANT 40 F SITE FIRE HYDRANT 30 WEST OF TOWI YDRA 914.55 FT 'Y', S BONNET BOLT, FIR ER ELEVATION = 915.39 FT IBM 3 - CUT 'Y', N. B BOLT, CENTERLINE OF 1415T S CENTER ELEVATION = 914.54 FT TBM 4 - CUT 'Y, S. BONNET BOLT, CENTERLINE 1415T STREET, 100 FEET ELEVATION = 911. 98 FT ELEV A nON TBM 2 - l DATE; THIS DRAWING AND THE IDEAS, DESIGNS AND ONCEPTS CONTAINED HEREIN ARE ll-IE EXCLUSIVE INTElLEC11JAL PROPERTY OF THE SCHNEIDER CORPORAllON, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, v.1ll-10UT THE WRITTEN ~~~~~TA~6NTHE SCHNEIDER @ S-1 ZONING AGRICULTURAL USE ~~ Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826,7100 Fax: 317_826,7200 www.schneidercorp. COMMON AREA "J" 20,431 S.F. (NA TURAL OPEN SP ACE) 77 16,548 S.F. 76 6,242 S,F. 74 75 15,314 S,F, 15,204 SF '---- - ~ - --- -- - ---=- :::::::::::::: Bl""- - - 73 72 14,765 S.F. 19,596 S.F. ~ 10 11 12 13 7'63~13'33B SF:=] ~'~O S.F :'~~:. :3=.~ ~300 2::-J.~'314 S.F. ~ _ _ STREET NAME _ -------- --- ~ :%L-.- === ___ -~J~~----L-,""- --I 20';~ 20 19~ L 18 - ~7 9 15,380 S.F. 12,825 S.F. 12,825 SF 12,825 SJ, 15,381 S.F. 15,547 78 15,491 S.F. Civil Engineering Environmental Engineering In terior Design Land Surveying Landscape Architectu re Transportation Engineering UJ U1 <:..:) :;:) ~--l ~< N~ 19 (J)~ : ':1 I I 71 13,300 S.F, 43 13,300 SF 22 I: 13,300 SF I 13,308 S,F, u ~ >-- ~ 0... :::a o u-< ~~ ~~ :::a- o.......:f S~ g;~ Pz:;:I ~ Pz:;:I C-' Cl ~ ~ U) ~ ~ i5 2S .....:f ~ :::s ~ -< u I- -:J ~ ~ < < ......:l ~ ~ ~ ~ ~ ~ ~ < ~ ~ ~ ~ ~ 2: ~ ~ ~ ) ~ 79 2,586 S,F. 70 13,300 S.F. 42 15,314 SJ, 41 3,593 S.F. 40 25,505 S,F. // ~I / ~ b 7 13,359 SJ, 80 12,562 S.F, 44 3,300 S,F. 23 3,300 S,F. 81 12,539 I': 69 13,300 S.F. I 45 I: 13,300 S,F, 37 15,314 SJ. 39 25,505 S.F, 24 I: 13,300 S.F, 3,410 S,F, b5 o :;:) ~--l 2:< o~ NZ I~ U1~ I SJ. 82 2,516 S.F. 68 13,300 S.F.ffi\ .~! 46 3,300 S.F. ~ w ~ 3,593 S.F, 25 2,804 S.F. 5 4,040 S,F, DATE: 02/18/05 5076.00 Y: ED BY; PRe JCC E: OPEN SPACE PLAN o <t: o 0:::: 67 3,300 Sf, 47 13,300 S.F. I I: I I 36 I 13,300 S.F. :1 27 25,476 SF w ::z: 3= o t- 48 66 :! 15,314 SF 15,314 SJ.I I ~._-I--- 1!!G"ilUMftftl!t~ ~j 35 13,300 SF DRA v.1NG FILES; R: \5K\5076 \001 \DWGS\Pl XREF; PREJ ~ 28 23,966 S.F, I ~ I IfDJl (Q)4 MATCH LINE UIIW' 11"'11__ SEE SHEET P10) STREET NAME I "'~ =- I J: o ~r ~m (~o8~ --ZO 20 ~1i1 o -1-< ::II CI) )> ~ (J') :::E fT1 :z: fT1 g. ~ g. ~ J [ ~ ~ ~ i (J') :::E ! ~ Z rrl ~ ~ ~ .g' ~ ~ 3 I ! t t I ! I 9J ~ () ~ ~ ~ ~ l:;n!~ ~ ~~~~8~ ~I~i~~~; REVISIONS. 1. DRP 03/24/05 UPDATE BASE DRAWING )> (f)(f) OU) )>c: IS:: [1:18 --"=z II 0 0'>;:0 0-1 -:::I: " ~ :> o :::E ~ ~ ~g~~ ~~s~ ~g~~ ~~~~ ~~~~ ~3~a ;;i~ ~~ii1 rr1:r: ~~ o :r: ;0 :>--0 ;0 :> -<~ ~;o ro1 Z o z~ G:>z o rr1 (./) --0 :r: rr1:> ;0-1 3:: (") :> :r: z rr1""U z:> ~~ rr1 ;0 ro1 Z o z~ G:>z o iT! (./) rr1 :r: ;0:> ~g Z-o 85 Zrr1 ;d~ o '0 ro1 CI:lz '0 ~iT1 ^(./) rr1 -I ~EJ'[]' . ..' '. . .. ., .. . .. '.' :.., '. ". .... I . " .. . . .. ~..' . :' ,. . ........ ~ r ~~ ~~ ~~ ~~ ~:r! 00 ,," ~ :z o C "Tl ZCO-i ~~~ ~i,~ ~: g;~ fT1 co -i OJ-i fTlo 0 -~~ OOJ ~ ;:]0 rr10 0 i-; ~~ ; U1~ ~Rl ;:0 'e2~ M~ a I ~ Z o ~ ~ o ;:0 :r: 0-< ;:0 b~ ~~ o "Tl E;5 @ ~8z~Cjl ~~;g;:;lr;::Ui ~g~t;;vl~ ~i~m; ~ ~~~~;~~ ~:im; a~~!~~ ~ :U~~~~5 r--~__T_-~IDGE DEVELOPMENT COMPANY, INC. ~ CARMEL, INDIANA ~ ~ ~ ~~i~~ ~ ~~ i3 ~ ~ {~~: ~ Q;j~Z ::0 ~g0~ ~ --.J~ -0 00> 0 o I ::0 ~ > o ::::I 2j ~ I~ (I) .., 01 ~~I~ ("") ~ tr:l ::0 ~ o Z n o Z r-3 ::0 ~ ~ > Z lfa~ ill CARMEL, INDIANA ~i! glJl j ~ MURPHY HALL PRIMARY PLAT o~ ;g:C<I~ n ........... o 01 \ +",~ +"'~o' +"'~"'o' I"'~",.. "'0 if + ..I}""'b // _:z-' 0- o--~ ~g~ + . : ~,:( i5 ~ ~ ..I}/ -%> "'{>/6' :z: o^ ...o~ P r- rr1 " :> fT1 fT1 fgjf52~ :>~II :>: ~ ~"'///J; +'9//~ ~ +~ ~ , +..1}/ / I, 7/ xIr"/ ? / /~~ II // I ~ / +j .90cfs- '>0 , F6'6' , . " J + .1'\ . . "''i 'B' "'/+.9 f .9/0o{f "'0 {,- II z y -O~~ +"'//{9 - 1+.90",.. ."'0",& ~+~~ I ~ ~~ ~ + . 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CCr~ - . \ ;jLL I I 1 E ~ // L- ~ ~~ ;i~ ~~ ~~ ~~ ~~ ~~ ~o ~<. ~~ ~~ ~~ ~i 00 V'lo.. ~~ EROSION CONTROL AND SEQUENCING seede:'PPIXp~~e 2;0 p~o~~~st:~ ~~_;~~~; ~env~!lys~:e1;~ili/eo: (O~P:~~i~o~e~~? per 1000 sq. ft. (approximately 1000 pound. per acre) or fedil'ze according to test. Application of 150 !bs. of ammonium nitrate on areas lOW in orgonic matter ana fertility will greotly enhance vegetative growth. d Rye Seedln 9 Select a .eed mixture based on projected use of the area (Figure 5- while considering best seeding oates. See Figure 5-3 this .heet. If \oler- Or'lces ore 0 problem, such os salt tolerance of seedlngs od}ocent to streets end highways, see Figure 5-4 this sheet before fino! selection 141ST STREET CENTERLINE TOWN ROAD CENTER LINE EXISTING EXISTING PAVEMEN 5' 6" OF COMPATED #'3 STONE SHOULDER 1.5" HMA #11 SURFACE 2" HMA # 9 BINDER 3" HMA #50 BAS PIPE UNDERDRAIN (TYP SEE DWI Specie Seeding pH Site Suitability" bs/ocr< well sq , Droughty Drained Wet --- ----- 8 25 6 5 .12 3. Kentucky Bluegrass 15 4 Creeping Red Fescue 15 4 ----- ------- Steep Bonks and Cuts 4. Toll Fescu.. 15 4 = 8-7.5 2 2 K..n\ucky Blu..grass 25 6 5. E~~r~,~sc~r~wnvetch" 31~ .15 5.5-8.3 2 1 ----- Lawns and High lAaintenonce Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Rye9ros~ 170 4.0 5.0-7.5 (Turf T)1'e) 8. Tall Fescue 170 4.0 5.5-8.3 2 2 ----------- days Irrigation needed during this period. To control ~~~Si~u:~~. times other thon in the shaded aree Lote summer seeding dotes moy be if mulch Is applied. eose seeding application by 50". FIGURE 5-3 II Irr1 Dorman Seedl -------- Kind of Seed 1000 Sq. Ft. Acre Remarks --------- t or Rye 3.5 Ibs 2 bu. Caver seed 1" to 1 1/2" deep --------- 9 Oots 2.3 Ibs. 3 bu. Caver seed 1" deep ------ 1 lb. 40 lb.. Cover seed 1/4" deep' DATE: co~~~~~~~~~gP~J~~~~~~l~i~~v, CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN P"RT, WITHOUT THE WRITTEN ~~~~E~TA~6N~E SCHNEIDER @ (2005 DETAIL PAVEMENT WIDENING ~ _RESURFACING ~~ Schneider 5' 10' 4' 2' 3' 13' 2' 4' 5' 01 olerc II u 1 Ii ~! I~ A~ Cr~:~:~oR~~b~: Kentucky Blueg! Poa pratinsls THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317,8267200 www.schneidercorp.c CONC. WALK (TYP) PROFILE GR. ADE 2' ROLL CURB ~..... I SLOPE 1/4" PER FOOT MIN ~... :~ .'b'"~~ HAC SURFACE 5" 5D BASE./ STONE SUB-BASE - · PREPARED OF AME PAVING SEASON) TYPICAL 30' C ROLL CURB SLOPE 1/~ MIN #1 2' ELEVA TION BOTTOM TYPICAL LAKE "SECTION ed igh PARTMEN R iNDIANA USGR AD 7" #53 COMPACTED PAVING TO BE COMPLETED IN rE~lm .: ~~ ,." ...'''' ,"'" ~., .' ..,-..., ._ '-1/ QJ ~ ..... <~_ ,. ...... -'- ------ , .... ~- .-/.- '.- i ^ .- .~( :. 1.- : ...' ,.., ) .__ h..~ ./..... '. ...... ~/ .. I " ._, / ._ , .n, ._, ,_. / .'~ '. ~ c;o-- :"l._ , A ,~.. -.., ~! ('..... / .m~ ~ 8'-1 .~U \' ! C V .' ,- ' - ,- _ .-" ,._! "'.._ .,,' ". ~:". ,- ..~ '-, I ~,~ '.~ ___ , . ,'\ ' . . ._ / ._ ~" .' .':. ./ . r ',-~ ~ ..' 0'(' "..... \ ~... ~u ' !..,., , ~'- .-' ;/..".' ~\ /.' .' .-;,; ,I '~ '.', I "1 ,-.. ' .."> . . ~\ '~ ' .- :.. . I . ", iN _ _ .., ~l'''' ~- .....' 'i , .-' I '-,.. '. '-li.- . tJ _" _/ iU ,. - . , , " \ -' . "" I 1 --.--/! ~u.." .- "u " t-. "..-..\!. '" . ."" / _. 'i, '';0. _\ '" .-" . - ". ," . . 7' ,- " ~ . 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Civil Englneenng Environmental Engineering Geotechnical Services GIS * US Home Builder Services In terior Design Land Surveying Landscape Architecture Transportation Engineerir ..;TREET _SECTION (* AL "" f- \ ]'..... ~ .- ,~.-~ ~I,~I (.-) ,~ '~~)I ~ (it, '1 . /"Ivl .... \ 1 \--- If.....!. 5-4 FIGURE I \......../ II c.J 2S :>: ~ ~ :::a o u< E-t~ ~~ :::a- ~....;f o~ .....:!;::!;l ~~ r:.::I ~ r:.::I c..? o C2 E- m r:.::I 5076.001 BY: JCC GENERAL DETAIIB ~ is 25 ....;f ~ :E ~ u ~ E--i ~ <:r:: <:r:: ~ ~ ~ ~ ~ ~ ~ ~ <:r:: ~ :=s ~ ~ ~ g: DATE. 02/18/05 Y: PRC NOTE: . EDGE LINES AND LANE liNES SHALL cmniNUE ACROSS THE FU WIDTH OF PROPERTY ON 141 ST STREET AND TOWNE ROAD. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLATICS, 5' CONe. WALK (TYP) 16' PIPE l;,iDERDRA: 10' o BACK SECTION 16.5' SAC SEASON 6' 3' MEDIAN S fREET 16.5' BACK TO BACK (* A TYPICAL BOULEVARD '- 0' "c' 16' COMMON AREA 5' CONC. 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