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HomeMy WebLinkAbout06070008.42a z v4 TF - - - - - - - - - - - ----------------------------------- 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW SAW CUT FOR 10 -06 -08 CITY REVIEW EXI81TIN CLEAN BLEAK 1,5" H_A -C. SURFACE _ ....... PAVEMENT .� W U_ `i1�i11��,�� X11 •-.�y •_' ; : - -° "- - - •:• . =.:'-- - 11��1�11�r�,{I" i, � I..L 1 I O LU J � Q v Cn Z Eorth Or 51dewoik Surface I O LU Q U) 1 �s� •, :1 - 12" THICK • PLAIN CONCRETE U) Q W W Concrete Gur}� C}r Curb dt Cuiter D LL Q > J O f?2 _� ti1 f W I.L Z Z LU 0 a- r < p 1' -0" MIN. r _�,r TO BE FINISHED 1.5" BELOW BOTH SIDES �ti �.' _? �= THE EXISTING PAVEMEi1T U O O z Pavement Zr ExlsCnq Ground Unte z +',`�• OF TRENCH W `'•. t ? -,�v'� FLOWABLE FILE TO 8E PLACED _.:•. .. i SECTION 'A -A� I ! 5 i,Rin• 1' ENTIRE TRENCH TO BOTTOM OF Bond Br"ke r Variable CONCRETE ELEVATION - .. t, 0cn.c �pC C * 070,. ?0.� o�g e�g•�� % c pc°-c�q c,e 51 Roo5ng Paper Min. A NQT� 'SLOPED Grate - Bicycle Hood To Conform To Curb Section Sete A (Adjustable For Chairback Sections 5IVYNada�4�•,PPDa60 / -C aC .e C'o_�C�o �� ga�au�o� 'Jas3oo Slope 1/47/ft-¢ 2:I Mox. Scope i. NEW SURFACE IS TO SE AT lrE SALiE- RATE AS T14F_ £XI"NG SURFACE I . i XQp`fi�7ea`9e0p`Up.0 J/ , Curb A 2. ExGrING PAVEMENT IS TO BE 3AW' GUT FOR Inlet Costin \ • roc °�c'o. �o'o % 1 _- Compacted 5uhgrade P A CLEAN BRA. Norn. 2'xl i .9oo0a.a ,7a.Ja',:D / °c` °ce°_c °��'�.° ;4RD %' , DoSO 83r -saoaa ev Variable Existing Ground Compacted 3. TRENCH SPOIL IS TO HE REMOVM FROM Sa. / Washed AgSregote f ,c: e..oc. °a:° f Gronulor 8acklill Existing Ground Line 4. 1.5?' HAG. X111 5URFA4E. Castro Set In Full 9-8 Mortar. Bed To Final Brick Igo Be Used fi i J 0 a eJ�b�[i0aa,�o�84 f t �cao ^roc roc e` ^n �n• n . 5_ BITUMINOUS TACK APPLIED AS PER' "INI}44NA DEPT. OF HKiWAYS STANDARD SPEGFICAMON Pavement Elevation To Adjast To Grade Mortar All Joints _� e� a0ao °Ja',va , ; b / o °ca _ 409 dt 902. �/` c ro c ^e'. ocry �n ,^ c , 5. ALL LANE MARKINGS, SiRiP� $7l?P BARS. \f i\ ESC. D157URf3Eb OR REMOVED DURii•IG EXCAVATION ACTNrT1ES, SHALL BE - RETURNE D TO i Outlet - Alin. 12' R.C.P. Cost In Place Or Precast Inlet Basin 4" 4" 1 Bond Breaker THEIR ORIGINAL C01401`1710N, In Grout Depth dories, -2' Min. Main, �Iin. I' 7. PLAIN CONCRETE IS TO BE FINISHED 1.5" 1' -2" ?,din. BELOW THE EXISTING PAVEMEW. S. CtST SHALL. BE STEEL PLATED DURING CONCRETE. CURE 'AM:L AND UNTIL /ASPHALT IS c et In PIPE L�NQERpRAIN APPUED. Full Mortar Bed l (Typical Instollot�rarts) DETAILLAA --A-A_ r Il Scale: 2 "- 1' -(Y _ ROAD CUT PATC H D ETA L I NOTE: PIPE SHALL CONrORM TO REQUIREMENTS OF SECTION 906.17 - OF STANDARD SPECIFICATIONS. t stywlE 3a- =r• -o- I I t Cost in Place Or Base st Concrete I INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED r NOTE: SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE OF S" OR THICKNESS OF DRNEWAY, WHICH MINIMUM THICKNESS EVER IS GREATER. ' - SELF' LEVELING CASTINGS SHALL CONFORM TO SECTION 909.0 C BY THE ENGINEER. � � I° . t Scale: 1` u 1'-(T Scale: _ �+ •S„AT' r CITY OF CARMEL STANDARDS CITY OF CARMEL STANDARDS ' : '' - CITY OF CARMEL STANDARDS _ pp' _ Pl�F�E� ', _ ' - .. 'Jr.` ' '�� �, SUQSUf2FACE QF�4It�i REVISED_______ SIDEWALK NEXT TO CURE REVISED_,_ CURB INLETS REyIS� .►IATRI►�: �PA1�01 *..:• .: . W- BO�:TOM , OF. PMT,, ' FIGURE R FIGURE FIGURE _ • . • . •- i 4- VMT ' ' '. 10- -1� -9�� 1Jr .' ;. r, 09 14 13 'J0 D.-E-miT /-e'647\ AN$10 N IN _ :'. _ CrrY,O -F CAF L• 0202 NTS 11 GENERAL NOTES : asa %nth % +s % -1 *' P) �� CT1 axlaaaan>= r t r Mwee drmr>sl w Il m based on a sB kL curb T� dW b1 pW XW*d . irtroalilwrcurb h r ! r r r TYPE H TYPE F I prewlds esxb as IngrllMledx a O V Sidewafc AK W1�wtslMirdrwbl> rpnClrtdesoorllWrttr�iurt a ftedell% bsrrtaetaei4tldlb • - e�Qmin forTjpsH TYPE A TYPE B r -Siida3wait 11l*ft %id�t Mtas^ �� maybe feral 8Q:1 max. dewed to an lfrlilnlr>a of 7.0. CHANGE OF GRADE Patoment bollromod91add1IRaab p bi ? etttt wlxft tfia.apa of «�*ar #pavesnw# ? x f B ellie. �►w Ig ara.a iron RWid SECTION 8-B A 1 ntedlan I; *t> rt� �illltel of�ib llt)fiQa/lW "Ds r cr L. A �� 6 now mtndm mam ftwardo :1 to wW � �T DETAIL OF RAMP GROOVES 1 ,� . sod � e� 4 ---------- .- - - - - -_ Uft G* - -__- ._____.. ft dr wdW when 411110 inalea -&% psl:luiss � TYPE C TYPE E +w alurdw slope of GO:1 to a wdi�rd* Ilrlr Maps to left. crab fees i �� B °"' mra TYPE G Sidswr�c porpwtdiattlar al,trfl set ismow 5t :1. Dwa%bfwrNradrtp sMmtroea 6 TYPE 0 TYPE F 1FaIM�!► pnadcide�scarlelnrcbn m 2 :1 4> I gr>r � � TYPE F� 'HYPE H MW be ,a a S�' TYPE K $, Sod 7 sops Iof fii4 orb romp Ittap►b aEMptltsd lea ►nh�, 8 : aw i U. of 10 : I for a Itrrlmdl>?nrtt sd Itt lZ GENFJ 81dMwa>ic -------»---------------------------------- 8i- i� "M�ww�.w..in"wi � y v/ , ;. -'�/{ ME � ------ - - ------ - -.-.. ----- - --- -- - --- -- - -- - - - - -- '�. DI>tilytwtt inbis sltottld b1 liocalied trptrfl ikcrsa a,r�et..n..elr�ps>Io pr.rlatrtpr�dleeatttr.pwt RAMP URFACE C�IMUCTION DETAIL � � 8 �� � nl�sctabb ww—, - - -- - - - - i'trlsed rrtelaart -- - - - - - - - - -- - - TYPE L S —.-- — ---------- .._- -,— - .-------- -•------ �• 12 :1 � 7. So Ble 111010 d IDmft E IC 12Ix - ----'� Ipb W o `'r�•�. .a ;.�. '.Y y7;y .... , - - -- -- �� �.,� -- — � -- ..r - -- imp�DrsdOGOMOnrraerlGl� SkIOtratfla. PAVBAbNT &ECTiON A-A sMs" Al aidittk TYPE TYPE G iYPE K �• �� „�b��m�� rf MM MM &W ar VJhw *4 be 67ft to ltleL � INDIANA DEp1l THEHT OF TRANSPORT AOrr mom MAMA tM01AlUlUE�hl1 �- 7T18CUrl�r'a�Fl1 p therarll alb INOIAiiA DEP�1RTFttNT OF RAtiSP BTATIQN 1l�art14 %6Ifll110adI"111iCMrii$'*%jft C,IxtslaerCdorro!>Ixrfbif bM drip slid be prwMed. 300 dobd sisM& �M=PALM QENE�ZA1. NOTES d. DE=TAIL,$ SAN5�PORT$ATIOtr � $ So Start ini d Dmoif V E 604-SVIiGi�d>12 e8ldeai+aik &dbBB a dmLn 1 I{f 1at) bt! O toped at 6Q:1 msdmltrn hansv+eraegt. TYPE O � 'l1fPF H kmficdd (!8l1�Irf� ar�� P at ft Slid VMV '� FIWW al ” of eit3etilre k CUTb ramp n" SM EWALI( CURB RM IRS horn I>atep ��� Irasrb �p. tD Uii[ify atrlp tea!! be sedcEed. �M Ei. Ilbrrlrmtm raolarellrnrrdsd ts3dtha! curb ramp Ile 4-0. ><o sTNOMa>ORIYYNIIAiIq E t. r 11. Saes Startdand DrawitlE E 601- S111PGR• 07 � -Cftn fsld i)MVhw E tyP� �P �t� br AGNMIMML sr wms Ma E eon cw 2. For deblr�s slxF s�dsatil►a3�c curb ramp types sees S. See SWndartl DMMdM E 804- SVIfCit -O� fix W�to DR�wwto No B epe�yrlc.ay [0 . ` DOl.Lu: P f JN SF+4i�t. 8E 't`ar x 7 0 �"EZt?1NTltiGl3t13fL '� T�>>r ��-•- ° Wo♦ s ar sr.r �tr+e+uw seams �.....w.,�..1 a� °« ibrdeballe cfOw dealer ble wambp atltafaos. 12 See 8barrldelyd Dn rlp E 11Q1- S1�LCRr81 arsld -� Np. nr��weaw s_ om Q See mad Drr MbV E 6 44WCF( OQ for combo t Pwn std Qelrww Not" Mpsdhroiy. i sNa t T— ��••�«_, • � for StWWAld Olrgallga E t D 41. & The Cult r&MPS ehd be paced wftn C3A r No6es. iirr �rrtcw�a.s �•••••�•� ,p, DER Its b TP•Pku fit- 7 ALTERNATE CURB CONSTRUCTION - � � �� � a�lmrrteie>artboorrsi�t,a� ion. � veracal boa arrb optlortsE. � �p �� � > � So marked aoemlk area. CP j*%S ObA-D 1"A . 1U,.$L I 10 THE dw)% Lf Tvgw4w • 18 17 10 NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT, ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. II - -- — L - - — I W»~ X D a�' 1- N srA a b m 0 w Q n. w d ``,``` 01 0 C) arQ= o m CO -;F. . DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C1 1,2 OF 25 PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWNGS DWG: C11.0 CARMEL DETAILS.dwg PLOTT[D BY:R.C. BERGER DATE: Mondeer• October 06, 2008 9:4215 AM 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW W U_ I..L LL O LU J � Q v Cn Z J O LU Q U) U) Q W W z D LL Q > J O n W I.L Z Z LU 0 a- r < p U O O z o Zr U') z W CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C1 1,2 OF 25 PROJECT: F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWNGS DWG: C11.0 CARMEL DETAILS.dwg PLOTT[D BY:R.C. BERGER DATE: Mondeer• October 06, 2008 9:4215 AM