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. . SITE CONSTRUCTION PLANS FOR MONON AT MAIN CARMEL, IN RANGE 03 EAST SECTION 25, TOWNSHIP 1t~NORTH CLAY TOWNSHIP HAMILTON COUNT'f: INDIANA .~ THOROUGHFARE MAP SITE lOCATION --.. SOilS MAP - :ERTIFIED THIS_ DAY OF_ .2004 GARY E. MURRAY - ENGIN )0348 - II - PREPARED BY: eDClt'T DIG alrr .4 Mid-Stiltes EnGinEERinG 1 .. _ .11 CALL IEFCIE. WII 018 9615 E. .148th St. SuitE NOblesville,IN 46060 (317) 77&-s665 Phone (317) 77&-s666 Fax I , I ~ I -:;? I \ ~ ~ '. J PREPARED FOR: EDEN LAf\jD DESIGN 6667 Junction Lane Indianapolis, IN 46220 PH 317-294-5125 PROPOS,ED SITE SCAlE: 1i. = 60' 7 j \ INDEX SHEET No. DESCRIPTION Tm.E SHEET C1CD SPECIACATlONS C101 EXISTING SITE PLAN C200 SITE PlAN C300 UTlLIfYfGRADING PLAN L100 lANDSCAPE PlAN D100 CONSTRUCTION DETAILS DATE SHEET No. DESCRIPTION NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PERMIT ISSUING AGENCIES WITHIN mE TIME FRAME SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING CONSTRUCTION. ANY ALTERATIONS TO THESE PlANS NOT AUTHORIZED BY MID-STATES ENGINEERING AND NOT IN ACCORDANCE WITH THE PlANS AND RECORDS ON FILE AT MID-STATES ENGINEERING OFFICES SHALL REUEVE MID-8TATES ENGINEERING OF RESPONSIBILITY FOR OVERALL ACCURACY OF PLANS. REVISIONS en ""C en 0 PREPARED BY: REVISIONS AND DATES LJeSlgnaa Uf: : ~ ffi ~ ~ ~ Mid-S, tates I ::~;~ ~.. 6 M 0 non at M a in..:: : \. J z ~ ...... ~ (317) 776-8665 Phone · : t-' p 5 i ~EnGInEfRlnG (317)77fH!666 Fax Main 51. and 3rd Ave Northwest Carmel In. 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D: ~ ~ ~ c ~ ~"~ .915 ~ I iil 30' z <( .....J a.. >- I- --I I- ::) --- CJ Z (:) <( a: CJ II) !fB~~ tiS~fLL Z !~n ~ u.i1B~~ VJ \O:g~~ UJ ~ Sz.....~ oO>C\I - ccc III ~ o~~ !I m Zc:?; J! e ::50 - CD . . .- (/) .. c::: a: U == ~un ~~ ~8. Q. oZ"""") co W "CI UJ UJ c ~ iiii!;] ~ 0 {C ~ ~ III!!: ~ UJ ffi s: a.. a.. DATE: 07/232004 SCALE: 1"=30' PROJECT NO. 122-0233 SHEET NO. C300 en w ~ C (J Z c( en z o en ~ a: c:: m E ..... CO (.) c:: .. -- en ctSm GfW]NG GENEFW.. ~ 3= 1 TI-E COMRACTOR .AU.. D1MENSI(H; IN lHE F1EI..D :5 PRIOR TO STARTING I .11-E CCN1PACTCR s-wL BE ..... RESPQtISBlE FOR A1.J MENSONS.IF Nlf D5CREPMCES ~ 0 ~~~ ~~~~ a:J z 2. lHE EXCAVAllNG a roR MLST TAKE PAROClJI..AA CARE WH:N c::' ~ ~=~:~ :m~~~ 0,<( ,6l\l00R UT\U1Y OOWA I M NOT TO C'AI..SE CWJAGE. c:: -C ~~~,~ ~1EST~~IF OM 1W'f,"BIRD 8t\TH"' CONl ~ -C 4. THE CONTFW::TOR ~ JTFY AU. l111l11Y COMPANIES n I-()lJR) c:: EEFCR: c:x:HmUCTICI START, TO V81FY F NlflIT1UT1ES CO ARE PRESENT ON S1E ~11ONS ~ size, n:j ci1pIt1) 9iAU. BE MACE APPRJFII=MlE UT1UTY CCJv1P,6I\IIES. ....; ~A~~ k~~~&J~TI-E en ~=~ ~~BEPRESENrTO _~ 5. AU. PROfUH) 9:I(J ;na.s AAE TI-E Af\W.. PA'JBIENT AND ~ RNAL GRADE ELB'ATlO ~ 6. TRENCHES FOR DRM PIPES ARE TO BE BACKFILlED WITH a-.GINEERED GAl WtlERW. IF WITHIN 5 FEET OF PA~. 7. SEE ~1E J: TO DETERMINE 3.J8GfWE aEVATIONS f!EiDN ANISH GRADE lONS IND!CAlID. 8. CONTACT UTIU1Y cc: :s PRIOR TO REMOI.6L OR A8<V<lIXJN/NG OF Nlf EXISTING unu 9. SEE SHEET C2CO ITE PLAN. UTll1TY PlAN ~ NOTES: 1. All. POINTS OF CON N OF POOPOSED SWfNff AND STOFt.1 SEWER; TO EXISTING 'IS ~ BE VERI A ED FroM A I<N()M\J 8ENOiMARK , LLY ,6I\ID HORIZCNTAU.Y 8EFCfE START OF CDNSTRUCT1 '(, CONRJCT WITH l1-E PlANS ~ BE REPORTED ~ ra.Y. 2. .AU.. EXIS11NG ~ T10NS ~ ARE APPRJXIMj\TE. IT IS THE CQNTJW;f()R'S J/ISBIU1Y TO CONTACT AU. AFFECTED UTIUTlES M UJCbd.. UTll1llES PFUTECTION SEFMCE PRIOR 10 ,61\1 miJCTION. 3. I.RIGTHS OF PIPES rID, ARE FROM CENTER TO CENTER OF STRUC1URES AND ARE fCTl.L4L PIPE lENGTHS. 4. CQNTR6CTOR SI-W.1 1-8D-3B2-6544 FORTY-BGfT (48) HOLR:1 PRIOR TO ro ~ FOR AU. EXISTING UT1UTY L.OCATIONS. 5. SEE SHEET C200 FOR SITE PlAN. 6. SEE SHEET C300 FOR' GRADING PLAN. 7. SEE SHEET 0100 FOR CONSTRUCTION DETAILS. 8. 4" F\IC CONDUIT REQJlRBJ FOR AU. 8..ECTRIC,1B..EPHONE, CABLE. ETC. CK>SSINGS l.INOet PAVEMENT. 9. GRANI..JI..M IW:KFtLL REQUIRBJ' FOR AU. ,UT1lJ1Y TRENO-iES IF N<< PNIT OF l"RB ,-IIN 5 OF EI:X3E OF PAVEMENT, 1NCliJDt.G SEE SPEaFlCAi1OI'..S FOR MORE INFORMAllON 60' PROPOSED . 8 ========= -- 1r F.F.E. 898.80 o LEGEND STORM MANHOLE, YARD DRAIN, ClEAN-OUT SANITARY MANHOLE SANITARY PIPE WATER UNE _ ~ Q 4 _ STORM SWALE. ~~ fO~'t?' EXISTING GRADE 594 - - _" CONTOUR FIRE HYDRANT FLOW DIRECTION PROPOSED ANISHED FLOOR EXISTING mm@ @ a.. ~ ~ I~ lIII"IIifIII"'""WTV "J "AADD'~ ~ _ - Q - g ~ L") tal B ;.. i a ~ I=-.. -DLE ,- ~ ~.5 7 ! 1 , 5 If i cI ' . 47 t- \ ~ ~7"'" \ \ ...... \ STORM IW n .- } , TC = 827.01 \ r?!- ain 5fred O!J'fjJ8fred) n" RCP "~ "". C._ ou.o '" ~ r--r INV. 5.-824.01 I " "\ I x BOTTOM~823"36 -... ( ~ ~ STORM INLET SANITARY MANHOl F 0::: . ~ / I -1)(Jt'T DIG 8L IND- A 1-800-382-5544 CALL SHIH y~ DIG I ---- ---------- \ \ I I I I I I I I I I I I I I I I I I I I L_______________________________________________________~____________~_____________~________________________________________________~___________________________________________________________-- ~ II ~ Apprl LANDSCAPE PLAN PREPARED BY: Mid-States 19615 E,. 148th St Suite 6 ____ Noblesville. IN 46060 -....... 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