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HomeMy WebLinkAboutGrand Boulevard Pavement Markings 25*00 30f 00 / 31+10 / W11-2 W16-7p 32+50 SPEED � W2-6 W13-1 15 25+50 LIMIT 28+75 / R2-1 YIELD M.P.H. 130 „Direction Sign A„ 30+70 28+25 Rl-2 W11-2 +22 W16-7p J _ Al �- - Gran d Boulevard — — - - _ _ - - - - - - - - - 1' 46A (TyP•) L 47 �\ _�--� and Bou/e�ord —.---- 46A (Typ•) 47 Line "A” T 47 38 47 • 8C f ROAD WA Y WID TH (PA YMENT WIDTH) +23 SPEED 32+90, 37' ' 35.5' LIMIT 32+00 Rl_1 46A 46A 27+00 R2-1 `"' . . . . . . 380 W2-6 30 W13-1 30+60 12" (TyP Direction Sign "A" "SHARKS TEETH"DETAIL DECORA 77 V CROSSWALK DETAIL M.P.H. YIELD 28+63 Grand B • Z \7 ROUNDABOUT STR/PING DETAILS R1-2 Not to Scale \ / DIRECTIONAL SIGN "A" 35f00 40*00 ON SPEED \ 36+00 LIMIT R2-' 3 0 46A (T 30 ° �0 47 46A T o 47 B �evord (TYP) nou rfro 23 /T T T T 47 ------- -r T Zir7`° -r T -t- 1 ------_ _------ 47 T T 46A (Typ.) T T -r- 38 —.� T �' �- -r T 35+79 43' ' RI-7 37 Pavement Message Marking, Thermoplastic, Word, ONLY 38B Line, Thermoplastic, Solid, Ye/%w, Crosshatch, 17' 46A Line, Thermoplastic, Solid, White, 8" Decorative Street Light �•��`�f �j���p'q��•,, HORIZONTAL SCALE BRIDGE FILE .' ' '�. RECOMMENDED 1" = 50' Pavement Message Marking, Thermoplastic, Transverse Marking, Thermoplastic, "Shark's Teeth" • Handho% �'g�%SrfRfp `r FOR APPROVAL July 27, 2007 CITY �F C�EL VERTICAL SCALE DESIGNATION NO. 7A Lone Indication Arrow 8C 47 Line, Thermop/astic, So/id, Ye/low, 4 _ N0. (See Detail) — Cab/e Duct 4-1/C * _ DES63rN ENGINEER DATE 10200083 38 Transverse Marking, Thermop/astic, Stop Line, 24" 80 Decorative Crosswalk 47A Line, Thermoplast/c, So/id, Yellow, 8" STATE:*!1sJ43 W DESIGNED: KDS SURVEY BOOK SHEETS ,off �,� DRAWN: VMS PAVEMENT MARKINGS „ ,FZ\ 'AfDIA '4 �� �� 37 of 91 8A Transverse Marking, Thermoplastic, Crosswalk Line, 24" 46 Line, Thermoplastic, So/id, White, 4 48 Line, Thermop last/c, Broken, White, 4 '�is's'�''«••• �`` STA. 25+00 TO 42+00 A CONTRACT PROJECT N0. CHECKED: CMP CHECKED: KDS 06-15 11/2C3 ' 0:28:20 AM L': :N2CCE; 683 D. )rcw'r s i �2006�;6E?3.rid, ?V02. ag- G�A)O gwLeOND k6MLp1Jr M+AQ� WGS 45*00 50*00 SPEED 43f00 LIMIT 30 _ 0 e 47 ....... 110 1111000 1111111100 47 O Line " " ----- Grond Bou/e vord 47 0 46 (Typ.) 47 �— Line PR-A" T O �o 38 SPEED 48*00 LIMIT 46+46, 46' ' a 1?2-1 3 0 R1-1 SPEED 42f65 LIMIT R2-1 3 0 50*00 55*00 SPEED 52+00 LIMIT END PROJECT R2-1 3 0 55f24.69 "A 47 d Bou/e vord 47 Ln 38A Grand Blvd . �b N 46 48" LineA " " _ SIGN A Guilford 38 ' 8 54*75 48" 51 F 46, 40' ' Ri-1 r- R1-1 W4-4p SIGN "C" � F 54188 Sign A Sign "C" (Pavement Marking)24" 24"Spacin CROSSWALK SPACING DETAIL tl24"L IN£) Not to Scale ON O N ,�a�"""" ,, HORIZONTAL SCALE BRIDGE FILE 37 Pavement Message Marking, Thermop/asfic, Word, ONLY 38 Line, Thermoplastic, So/id, Ye/%w, Crosshatch, 12 46A Line, Thermoplastic, Solid, White, 8 �.`` �� Y, pq ''•, �� , CITY OF CARMEL 1" = 50 RECOMMENDED Pavement Message Markin Thermoplastic, N ' �'G�S�fjQf Jul 27 2007 VERTICAL SCALE DESIGNATION N0. 37A g g' p 38 Transverse Marking, Thermoplastic, Sharks Teeth' 47 Line, Thermoplastic, So/id, Ye/%w, 4 _ � Q` � ''� __ FOR APPROVAL Lone Indication Arrow (See Detail) * 10200083 * DESfeN ENGINEER DATE 38 Transverse Morking, Thermopl asfic, Stop Line, 24" 38 Decorative Crosswalk 47A Line, Thermoplastic, So/id, Ye/%w, 8" oo/. STATE OF DESIGNED: KDS DRAWN: VMS PAVEMENT MARKINGS SURVEY BOOK SHEETS n n 38 of 91 38A Transverse Marking, Thermoplastic, Crosswalk Line, 24" 46 Line, Thermoplastic, So/id, White, 4" 48 Line, Thermoplastic, Broken, White, 4" %.,s'S " S TA. 41 + 00 TO 55+ 50 A CONTRACT PROJECT NO. A�I �0`` CHECKED: CMP CHECKED: KDS 06-15 t�S., 7. ; ' . `?.v. nom. Div: �(' ��' 4) U- N 0 N N N N N N N N N (- N N L O L N +' 4) N N N N N L N 0 N N O N N N 0 O Li. N L X X N rL 0_ +' C 0_ C C C m C_ C C C_ C C C C _C C C C C O N C M C Ln N L N N C N C N (/) N N Q) N N N N N O (D Q] O O O O N U- LL .� M a m h J ,- r- o �- o �- m h ,-�- r- r- ,- h �- F h m m 0+00 N O N L'7 N U-) n 00 00 r- 000 d' t) a) L) c0 0) N O N d- c0 M O Cn o0 c0 �. a) O d' d- t0 c0 (O O to O `t' n N Section 26 T18N., R3E. CY) OD 00 r\ Lr) O) t'") N to N (0 Ln r- 00 (f-) t` h O r7 O) d- O) N r c0 r r r CA a0 Ln a0 r� t� N N r7 O .1-5 O _ O r� /06 N O O N r) r7 r) O� 't d d• d ,..f) Lo O � U) w O L.J Cn st r7 N T n rN� r7 rn cD Ln O Co c0 •� N 00) N O O 00 O � OM — N O O Cq N � (0 N (0 0 M - N (O ri C4 C4 O C 1. O O M t') Vi 0 •� 00 pj M CO d- O f� N CA 00 t�•� to CD !\ V) � 00 tb .-- M N N N O r- Cloy Township In L'i N N N •t N O (� O) O (D t 00 O N •a• (� OO + c0 r'') O 00 �t p r7 d- N � N ,.,) D- - Lo rn O M '4- 00 a0 o6 of n O Cn a0 r7 t` LD + + + + Lr) Ln co co co r r- r- r- r- 00 00 00 T o oo ci oo M 0) rn c0 ° P- - c.i (ri r-r- �_ 0i of oN o c�i + + Hamilton Coun y + + n + + + + + + + + + + + + + OD of to (0 c0 r, oo 00 co O + + + + N r 00 LO + + + + + + + + + + N + -}- + + + + + + + + � b O+ + co + O N N + + M CURVFDATA + +CELANA S. %- '�I� stone i; ± + • e P.I. Sta. 24+17.31 'A" �' +2o"B" i � i; , Il ,` 1 1.��. / o " ROTH ELUS �Ot� Q= 55 0734 Lt. LOT#14 -•, - - �� 'B yeGt/ T= 417.57 - �� I II Z �� Ix. 69' I I,' i PpP� I PROVIDENCE COMACRC/AL L = 769 71' � _ ;,Q Weeds P ` PARTNERS, LLC R = 800.00' Q E= 102.42' W `;, END PA V/NG EXCEPT/ON Stone Pe SE. = N.C. t /i" ;; �4 `��` `� l N N � ;��, i 30+79.21 A No. 201 / BEGIN PA V/NG EXCEPT/ON S ;;r�,' o t �� N N � „ t , � tr. 28+68.29 A „ i I ! �� !� Manhole, Type C-4 & �' +41 146'of 12"Pipe Regb \ SM. No. 135 �\ \� ` , r; ,�,,, � 96 Sty No. 202 �o See Previous Sheet JAMES A. & ' % i% \` ��°, I Catch Basin, Type C-15& } PROVIDENCE COMA�ERC/AL -o SJZAMNE M. CAMULL _ _ _-- -- `. \��� `� o PARTNERS, LLC �, , � ,\\ \ 6'of 12"Pipe Req d ° v' ti S& No. 200 a ' b� Sty No. 136 Type C-15& "l. O• ll /. a \, I Catch Basin, \� x0 See Previous Sheet Stone RI �� o .' JJ G i. ` `' ` 'i �� 114 of 12"Pipe Red i.•:•:•:: o �� Q PT Sta. 27+69.44 "A" _ - - - - Gross - - - - - - - - - - - - - -- - - - _R w Co os tr Lmits 50 %R I , • /� j\� Qsptt:;Pgr t�of II EX/STING STR. &P ES TO - .,� , ' St1 - REMA/N IN PLACE y Gov. _ — _ o A I K �, = 13 I \�\ LINE L NE GRA BL VD. j I • � �, L/NE "A " �t i S 55 13'50"E _ I ' ' + j !,' I d NA EN = GRAND BL I/D. NE ;q ;. i;, L LINE S o O 13 = - I +� /� ! I I I EX/STING STR. &PIPES\TO / °D- Building REMA IN IN PLACE ,; ° G % \ _ - 7� - \�' �" " w- _ _ _ - - - - - - — Constr. Limits constr. Limits a::: -'/ P.O. T. 29+68. A Con - - - - - - - �`` : P.O. T. 24+6 .60 C ' -' - ,_ _ _ _ - - , a \ +33 L' 50 z, So +89 R 0 0 50' \ x _ EX/STING STR. &PIPES TO i ' c3� REMAIN/N PLACE ,�, { ,; � Sty No. 203 Str NO. 137 t REMO £X/STING STRUCTURE o t84 - �. - c /n/et, Type B-15& 15& / See Previous Sheet 62 " P 9 p d Q � i a PROVIDENCE COMAERC/AL P spf : 1{itig=:f;of:, ► �! E STIN JSTR. &PIPES TO 88' PARTNERS, LLC Grass Asphalt s t ` II ,\ ` t R A//1�NPLACE ME/tER STORES LIMITED PARTNER.W/f JAM MUSICAL PROPERTIES, LLC \ 1 lr II\ -4 1! ! I I +73 ' ii -I 130' 134 ' E -T _ C .. N N O 0_ d > T i O c c c c m c c m a) U) > > r-` n I a) a� 0 LLB d N d a_ d F- O_ 0_ �-�- H m U C) a; ~ _ - h F- O7 (n i' LL F-- _ ¢ ¢ ao O N 00 (O r O t� N O O M O a0 N cD 0 00 aO - � UO r cD d- N O O d• O 06 N (� r O O r NOTE A//R/W on this sheet to be Token t0 c0 ao c0 r c0 (p - L0 00 .- o r M n Lr C N Lf a o N r- r- � o L °' M r- ° cc C From Line �4"Unless Otherwise Noted.CD N + 00 d n co M to co d' M r7 + L6 � c0 (D N O + � C-1 ..: :6 ui 00 r O N N r") � d' � Ln in O 00 L'`) r- Cn n 00 - + N + + + + + + + + + + + N + + N + + + + + + + + + + DU HMA FOR APPROACHES 0 CONCRETE SIDEWALK, 4 IN. 13 CONCRETE CURB O CONCRETE CURB RAMP ` ��� � ,, ' HORIZONTAL OSCALE BRIDGE FILE 165 I/Sys HMA Surface, Type B, 9.5mm on (Type is Indicated by Letter Inside Hexagons �,� Stf '�J' RECOMMENDED CITY OF C�EL VERTICAL SCALE DESIGNATION N0. 275,4/Sys HMA Intermediate, Type B, >9.Dinrn on © HMA PA TH 17 CONCRETE CURB&GUTTER, TYPE II ��'' RFO �% FOR APPROVAL u I 27, 2007 Xl FUTURE CONCRETE CURB RAMP N0. 's DESI GINEER DATE 305 /Sys HMA Bash T}pe B, 25.Omm on G1 FUTURE HMA PA TH © CENTER CURB, D (Type is Indicated by Letter/reside Hexagon _* 10200083 330,¢/Sys HMA Intermediate, Type B, OG, 19 6mm on SURVEY BOOK SHEETS K FULL DEPTH HMA PA I/£MENT SEED/NG -�° ��� DESIGNED: KDS DRAWN: VMS 385 /Sys HMA Bosh Type B, 25 0mm on O © ASPHAL T REMOVAL %��•��: �N01 V. .�`� PLAN VIEW W N M 14 of 91 Type 9 . STA. 27+00 TO STA. 32+40 A CONTRACT PROJECT NO. T e I Sub rode Treatment SO SAWCUT SODDING �'% CHECKED: UP CHECKED: CMP 06-15 ksmith 7/27/2007 10:24:17 AM P:*IN2006*0683*D. Drawings*IN20060683.RD.CD.04.dgn (V a) 0 Q c) a; 0 c; � (D C) c; a) c) a. ^, a; ^• (1) C) c) (D Q) 0 c) e c a a a a c 0 0 c) c; (L; c) c; 1) c) c c 0 0 c; c) v � c 0 (1) a) U CJ a) c� c c) p c) c) 35f00C� c0 �: CD :V CD d•- ; U '� '� OC rn N "r) '� "') :D CV M C" ^7 OC ;i ? M :G a%' :� '� �` c� S C� '� d N rn :-O '� =� Q) '� N C� x :O C) . : :D rn ca J x �) d M � J d rn s K K �: N �_ d rn r` r") :f) ^�i S; � C✓' ^7 O On CJ) d. or-, '� Cam; I� CD � '� '� CXJ [� oCi Cc � d d•- '� d•- 0Q � OC; CCJ cc cD � =% x: 7 Cam; - - �t � � Oc :7C ) � ;f) 7 OC ,\ - Cf: .r) rx; '� ti :J CJ c OC c7) t� :� d- Cr Cam, �` <� :JC :]) '-'� UO "r? 00 :� - - '� OC; '� '�'� v- N CN 6; C'7" X C'•., c �t C� S Q` '7 .�. ^\ OC) ;�; :� ^^ 1) ID _L- rG; Q CJ ` ^rl `f' G-' Cn - _ co .� 'v S: `� ` - • CJ _ ,\ `� } C J C �'- :L Cam, - .n C� CO �"� OU •� ,JC: CD cfD O) L ..: :J� C5: f� O C^ CD Cc Q: Q; CT' C� "r: C� :� (4) M 6: '0 _ "r' - '7 �.t) �' J) w 1) „�. d" '� r7 CG .- ^ �. T n JC �� n _ :.� :J) ` - - �- Cn C✓ OU d rn Cfl � �- � .?< , O "(-; CTS �� J .) `t- rn !'4 K7 7 + � '� .I) 00 "') CL` C;S (� '� G'- C7 :� .., CX: OC: CA O C C_. C31 OC)c r d . CD rr; ;D _2 T :v O. C0 st° e �c CUR VE DA TA -v P.I. Sta, 36f 48.28 "A " P O = 38 09 l0 Lt. Section 26, T18N., R3E. PP ' T= 261 12' Clay Township \o L = 504.79 Ham//ton County Stn No. 216 Manho% Type C-4 td *26 R = 800.00 158'o f 18 Pip Req / PROVIDENCE COMM0C/AL � S.E. 41 N.C. PART/VERS, LLC ,t( L,mi Cogs CARMEL-CLA Y SCHOOLS , St. No. 204 Sty No. 211 Manhole, Type C-4 & \ Manhole, Type C-4& 69'o f 15"Pip e Req d �Str' 154'o f 18"Pipe Req d Str. No. 205 Catch Basin, Type C-15& No. 208 n; St. No. 212 R1W & APP•Str No. 207 0, / \ 6'of 12"Pipe Req d __- - ---- Manhole, Type C-4 & � EX/STING STRUCTURE& �. Catch Basin, Type - , , - � � ' } Manho% Type C-4 & " 1'of 12"Pi e Re d Do Not / " • + - - - - 78 of 18 Pi e Red tiood` PIPES TO REMAIN/N PLACE P g / Cons } o -- -71-W 15 Pipe Req_d- - "' P q /- ' M EM / - ' / / Disturb [irhits �, --- - Str. IITo. 2 `� , - ' - tees -- --_ E AN T 50'/Q�w - _ Catch Basin, Type C-15& +--- -- - _ X /- ' �� 6'of 12"Pipe Req d }o ' _ _ - - - - E oEx f' - - - ' ------- - R W&APP- \- � / a - --------- — -- Do Not Disturb ' �o G `` \ o � / / / f Trees ' GRAN BL � — \ _ / / / w^d:�cdS / F - - pc st. _ E - 33 a + \ K - - _ _ N ----------------------------- LINE - - \\ - - \\a —' rh 7D AP 1 U1 O K L/NE A & AS " s55'13�50 9�` + N 17 Q Q ( E E a \ / ►� c� ------------ J Cl S v - - - - - - � / , ----- - ° + F / �t . 214 - - �,fs, --- - ---- - 17 \\ -':.. cry - ---------- F .. —� ---------- -------- -— `l Is" cry ::: G - - _ F --- - _................... -- - -- - o e ...... .- -._.-.-..-.. -.- :. :: .... Reqbf _ _ _ _ I � - _ _ _ _ - - - ��rCr Sty 15 .................. .. . .. C . ... .... ....... .. . ............. .... .... .... ...... .... .................. ... ............... . . . . ons - - - _ _ _ - qj I - 51 15& Li mi t / s .. :':: / Catch Bo Type B D q �'P � 3 0 ���� -����-� '�G� P. +48.28 "A" , " r -o 9 3 Pie e d Lot ............ . ........... . i _ _ 4 Lot- 0 Crcss sty Na 206 Xh Lea :` , C. r� C. �,.��� a rGYJ A,� sty N 213 of o Walk (Typ.� r h c�, i \ /n/et, Ty e B-15& L 95 �' 58'Inlet, f ly2"P e Re d See Detoi/Sheet o. 5 a / 59'of 12 ipe Req d `�' dot gp6 a P q Stn No. 210 ' Qa v a �, �, /n/et, Ty B-15& Str NO. 2 00 / 61'of 12'Pipe Regd ;�'`I ,=a a a Qa a a , Z t 601 QQ Q Q Q x Q / + 1 '�' of 602 Mod. Public Rood A roach Red Q t W= 24; L = 33' a Q a / Lot 603 [ot 20 Q Q Mod. Public Road A �oo h Re d p �, 604 5 Lot 204 / W 37, L - 31.6 m \ I � tot Lot 203 Lot 202 Q tot 605 I Lot 201 Lot 403 Lot 402 Lot 401 Lot 405 Lot 404 NO • A//R/Won this sheet t be Taken `ne From Line "Unless Ot erwise Noted. CA VEND/,Sy�R Se'tio� 1 I _PPP. v �, 7 n r - CD cc a)0 N Lf, cc cc J rn PROI//DENCE A T OLD MERIDIAN rn _n M 0 QC OD HMA FOR APPROACHES OF CONCRETE SIDEWALK, 4 /N. 13 CONCRETE CURB O CONCRETE CURB RAMP ``����� "pq v,, HORIZONTAL SCALE BRIDGE FILE 165 S s HMA Surface, Type B, 9.5mm on (Type is Indicated by Letter Inside Hexagons .�``�P R ���'�� RECOMMENDED CITY OF CA,RMEL /y yp GO HMA PA TH O7 CONCRETE CURB&GUTTER, TYPE 11 GIS . FOR APPROVAL Jul 27, 2007 VERTICAL SCALE DESIGNATION NO. 275,¢/Sys HMA /ntermediote, Type B, 19.Omm on _ 305 S s HMA Base, Type B, 25.Omm on � FUTURE CONCRETE CURB RAMP N0. _ DES ENGINEER DATE //}' YP Gl FUTURE HMA PATH © CENTER CURB, D =*� 10200083 . (Type is Indicated by Letter Inside Hexagon) _�_ �_ SURVEY BOOK SHEETS 330 S s HMA Intermediate, Type B, OG 19.Omm on # y -� STATE OF �- DESIGNED: KDS DRAWN. VMS Type B, 25.Omm on O FULL DEPTH HMA PA CEMENT © SEEDING ASPHAL T REMO SAL �O PLAN VIEW 16 of 91 385#/Sys HMA Bose, }p Type I Subgrade Treatment �'� � �� �� �':�sS/0NA1.�,�`��� STA. 32+40 TO STA. 37+60 A CONTRACT PROJECT N0. SO SAWCUT ® SODDING �ii, fill 1% 06-15 CHECKED: CMP CHECKED: CMP 06-15 „V :\2C06C683 ;. Dr w'^.;5 :N?C�6C683. :.. �. �y 50*00 C- (.0 C-) Q0 CLJ CD C-1 32 C< 00 Section 25, T18N, RJLr' Cloy Township Homilton County CARMEL-Ct A Y SCHOOLS 51r. No. 242 Manhole, Type J-15 &1 109'of 36Pipe Req d Str. No. 246 str. NO. 235 Str No. 243 i I Manhole, Type J-15& Str No 247 See Previous Sheet Manhole, Type J-4 & 80'of J6"Pipe Reqd Manhole, Type J-15 & 29 of 30 Pipe Req d A- 244'of 36'Pipe Req"<Y Str. NO. 239 C:� Str. No. 241 Str. NO. 2J6 Manhole, Type J-4 & See Previous Sheet I 1J'of JO'Pipe Req�Y Manhole, Type C-4 & A_ 5'of 18"Pipe Req�l C> V. Connect to Exist. Pipe + C) A_ + Q1 Str. No. 237 A As�,­dt See Previous Sheet POT Sta, 49*J768 �4v ASPI-0 -A 'r,K E�"(:e Constr. Limit IJ-K erce 44 - - - - - - -- - - - - - - - - - - -- - - - - - - - — - - — - - - - - - - - — - - - - - - — - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - x , - - - - - - - I - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - Ex. RIW&App. e cz, 0 0 ,Vf- * GRAND BL VD • L/NE' 'vANF'w N88 .3700 o .1 ----------- L/NE 'A N F 0 J7'00 E ---------- - --- - --- N88-J7'TO F ---------- -15& LINE "ASE" - ------------ ------------------- Inlet, T pe 8 ------------ X y -cu- of 12"Pioe Reqbf W2 2 -- ------------ V V A0 V �71 ow A /*ec L ' & C�l - - - - - - - - - --- -- - - - - - - - - - - - - - - - -- - 15h. bill) 0 0 42' 01 — 7Temp RIW for GrodIng *j 44 Disturb Trees- �9 44' 47' 1 4 47' A Str No. 238 Str. No 244 Manhole, Type C-4 & X See Previous Sheet Manh ole, T Str No. 245 I Sty. F, Type J- & 107'of 18"Pipe Req"o' 20'of 24'Pipe Req bf Manhole, Type J-15& Connect to Exist 15 RCP 74'of 12'Pipe Req d - - - - - - - - - - - - - - ---L.J - - - A 2 --A sburg Drive N. Stf. No. 2400 18'of 15'Pipe Re Connect to Exist 15'RCP ­rcss Ircss t Aspncit LENNA RANSBURG NO TE• No earth moving activity sholl toke place between NOTE.- A#RIW on this sheet to be Taken Sta 45*50 Wvond Sta 55*24.69 "A"until the From Line "4 Unless Otherwise Noted. moinline drainage system between 51r. 228 and 241 and between Str. 240 and 252 ore placed T 0 M� C__ T: f) 0 (1) L_ 2L C- Q; (D 0 C (D r) C_ C: L_ c) i C 3 a 0 00 oo CY -C-,j (X)_ C7 CN 71 00 o) CD (L) cy) c-3 co CN �0 CD CD C� 0) (_-D C-� C7) 0) 01 (L) C', -f_� L.C) Cj C < . , - 00 -4 Lf, Lf) (X3 . -) C�, 11 n C, C--) (.C) 't C_ C-) CD C, C) CD 6 ,- r J oc� C__.) Ln (7� (_0 Z') 0) LC) C) (3) - - - - - - - j 00 �n C� (7) CD "z- C fl) C3� 0c, c- co r- 01 cc �0 (X) CN r-- 00 M c 5 �_D (T) M 30 C 06 L,- r- US < W" -4, 00 r__ Ln _n (_0 0c, 0c, CD r) 7 00 0 F-- � - ()c CO C) (N U­, M W 321 .0 X-" 00 CX) 00 cu 01 CN CD t Ln D _f.I -r + Lf) I + 4 4- t- Ln t + + + OHMA FOR A PPROA CHES 0 CONCRETE SIDEWALK, 4 IN. CONCRETE CURB CONCRETE CURB RAMP HORIZONTAL SCALE BRIDGE FILE 0 L\r, M, IN= 20# 165 IlSys. HMA Surface, Type B, 9.5mm on (Type is Indicated by Letter Inside Hexagon) ... .... RECOMMENDED 275A15 - HMA Intermediate, Type B, 19.Omm on HMA PATH CONCRETE CURB& GUTTER, TYPE fl July 27, 2007 CITY OF CARMEL VERTICAL SCALE DESIGNATION NO. FOR APPROVAL 275,¢/Sys FUTURE CONCRETE CURB RAMP No. DES169 ENGINEER DATE 305 IlSys HMA Bose, Type 8, 25 Omm on FUTURE HMA PA TH CENTER CURB, D (Type is Indicated by Letter Inside Hexagon) 10200083 Jjo 115ys. HMA In termediote, Type 8, OG, 19.Omm on B-0•- SURVEY BOOK SHEETS STATE OF DESIGNED: KDS DRAWN: VMS 385 IISXs HMA Base, Type 8, 25.Omm on FULL DEPTH HMA PA VEYEIV T SEf VING ASPHAL TRLEMOVAL PLAN V IEW 22 10 fl 91 Type I Subgrode Treatment CONTRACT PROJECT NO. ......... . SA WCU T SODDING STA. 47+ 60 TO STA. 52+ 40 A ",,-,11/om CHECKED: CMP CHECKED: CMP 06-15 11� D8 C: a) L C C 55f 00 C � C: U: a_ f) CD v C: fl o (n U (xj 00 DO U a) tN u 1 r I U �?I I + F3 Ln ft I 11 I i i 3 �'..y ' � I C: rn, Section 25, TIM, R,3E I I i O � css Cloy Township Homi/ton County <" I - I CARMEL-CLA Y SCHOOL S Str. No. 251 Monho% Typed-4 & s:)"a ' 143'of 36"Pipe Req b I i I � I Css Str. No. 249 Manhole, Type d-15& _ 30"of 36'Pipe Req d } II o p I` f98' f03 k f641 "S-2-A" !J 63I 65" I I T walk P.O. T. 5526.65 "ANE" i , Helen Keen Ct. - - - - - - - - - _ - 1/- Consfr. Limits - - - -- - - - - - - - - - -- ' - ' 73 - -- -- -£ - --- f � - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - >ii ti NLi� PRO✓ECT -- 46" N" �° 55 24.69 "4_* Ex. R/W&App. �' ! i = j 1 C (''O S _ 1 GRAND BL V1� / " AsP �, b : I I s 1 M II II 2 1 ------ ---N 88°, x`00"E L/NE "4 o °16' • i I C Str NO _ ' V�v cK See Previous Sheet xs� 1 K Str�lle.--g5'0 e . -- - -- - - - - - ----- - 0 - - - ----------------------- 55 1 of 12"-P-ipe�eq'd C .. .� I ----— ----- e _ Eov.• - - - - _ - _ - - M _ _ _ _ _ -- - - - -- - - - - - - - �pP �SectionLine &App. - - - - - - - _ _f73 RPr - Z - P.O. T. 55f41. 19 "4 - - - - - - - - - - - - - - - - - onstr. im,ts - - _ `R/W � o ! P.0. T. 5f 00.00 "S-2-A" Do Not Disturb Trees — — r. _ • Do Not Disturb Trees i •� I, I Z .0. T. 5f 7 ,t90 "ASSN Do Not Disturb Trees Temp. R/W for Grading I , Ronsburg Drive N. oo 1*40 ' - 65' 66' I I I Do Not f82 �� Disturb Trees . 9 I --- - - - - - --- - - I ' I 4 n• I on C. V • I I , e 1 I I I I i Asp^a� I w :grass •v c, � � tl �� 3 LENNA RANSBURG M� „,ass c , it �f I� CntEF, I r"iSP!Ci: Q ! ; NOTE- No earth moving activity sholl toke place between ,ss Sto. 45*50 "A ond Sto. 55f24.69 "A 'until the mainline droinoge system between Str, 228 ond 241 C f � f ond between= 240 ond 252 or aced C) r r al T I i • , ep n � r N II) CO 1") N f-- X) U O� N :C 1 d �' N d` OCR - - _ - - _ _ CK -, _ ,i _ - - _ - - F ` - CJ w N in �t CT - .J .� (X, CJ �1 J .� :V C, �; CJ 00 CD '� :X) �> .UL C. •.t �` `r ..�. N CX) ) .� - U• Cn CN - J^ _ �! , C` :X) �J cC; �-' :) ` :\ .� �, ;tea .x� �,. (X' :X) 'Y.: X) (: `.� N x (`J N d NOTE* A//R/W on this sheet to be Token "� S -7% i?l �+ :S CS. �, C: v V - L I. J y �. �.V „) "(: ^� ^, U G :1� �) M N o a, � x x f x �- x _ � . x) s � � � � � From Line A n/ otherwise Noted. �, x v f) x x) r, a «, x "Unless Otherwi ~) _i � (. In :x; x) s ,) x x u oo a cam, b, C- a -D o x x (V [-. ;�, :�. ^r) `� �t ` .n :O cf; ^\ ^\ ^\ O;) 0.J CX) a; r') N N :r) .:� CU CT, x; :7` ;; OC) } i -{- U) . + t F r . CV S) S) L6 cc (X) OC :`) U C`, U O OD HMA FOR APPROACHES (Z CONCRETE SIDEWALK, 4 /N. 1 CONCRETE CURB CONCRETE R R X CUB AMP C^` HORIZONTAL SCALE BRIDGE FILE 165 /Sys HMA Surface, Type B, 9.5mm on © HMA PATH (Type is Indicated b Leifer /aside Hexagon) o`er \�' .. ''�. 1 275 115,Y5. HMA Intermediate, Type B, 19.Omm on 1� CONCRETE CURB&GUTTER, TYPE 11 (y'° y 9 � C�P r'ISTfp 'fJ+ RECOMMENDED 1"= 20" ��' fo FOR APPROVAL 'n Jul 27, 2007 CITY OF CARMEL 305,¢/Sys HMA Bose, Type B, 25.Omm on © FUTURE HMA PA TH 2� CENTER CURB, D X1 FUTURE CONCRETE CURB RAMP _ No. _r. VERTICAL SCALE DESIGNATION NO. DESIG ENGINEER DATE 330,E/Sys HMA Intermediate, Type B, OG, 19.Omm on (Type is /ndicoted by Letter Inside Hexagon) * 10200083 385115ys HMA Bose, Type B, 25 Omm on K FULL DEPTH HMA PA VfX-NT SEEDING 0 ASPHAL T REMOVAL STATE OF DESIGNED: KDS DRAWN: VMS SURVEY BOOK SHEETS Type !Subgrode Treatment '' E► . �MDIAN .����` PL AN VIEW 24 of 91 S SAWCUT ® SODDING �,., CHECKED: CMP CHECKED: STA CONTRACT '%SSA�•-.......�� .� a a PROJECT NO. c Eo: cMP . 52f 40 TO STA. 55f 40 A C U6XD6..9 x Ow*-,.,;3K 06-1 5 C: