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Cool Creek Trail (Trail & Bridge Plans) F7 EIE I DESIGN DATA DESIGN SPEED 20 M.P.H. PROJECT DESIGN CRITERIA TRANSPORTATION ENHANCEMENT CITY FUNCTIONAL CLASSIFICATION LOCAL STREET OF CARMEL RURAL/URBAN TERRAIN RURAL ACCESS CONTROL LEVEL NONE TRAIL AND BRIDGE PLANS CITY OF CARMEL BOARD OF COOL CREEK TRAIL PUB LIC WORKS- CA RM EL PA RK S AND RE CR EAT ION APPROVED DA TE- JAMES BRAINARD PRESIDING OFFICER HE PROJECT IS LOCATED APPROX/MAT C E R ELY 17 M/L ES NORTH OF //VD/ANAPOL/S, /ND/ANA ON THE NORTH SIDE OF THE CITY OF CARMEL, /ND/ANA. MORE SPECIFICALLY, THE TRA/L IS L OCA TED IN SECT/ON 24 Bc 19, TOWNSH IP 18 MARY ANN B U R K E NORTH, RANGE 3 4 EAST RESPECT/l/EL Y, ON THE U.S. G.S. CARMEL � MEMBER FISHERS QUADRANGLES, ALL IN CLAY TOWNSHIP, HAMILTON COUNTY, /ND/ANA. LORI S . WATSON MEMBER GROSS LENGTH.• 7. 424 M/: MAX/MUM GRADE. 6.839' END PROJECT NET LENGTH: END TRA/L FARMVIEW STA. 88f06. 17 CT BEACON PARK g } ppp DR A TTEST 3 y9� pEix0 SHADOW LAKES 3 0��0\'G� 3 VILLAGE PARK CT Z 147TH ST E Y h Z 3 SPRING- ° a� a 9 2 MEADOW ST Q E 146TH ST s QP� �`% m �' m S� MEADOWCREEK DIANA L. CORDRAY CLERK-TREASURER °ANB�RY �p o U R E R ° BRIDLE J 5 N oR �P '� �P�� w � PG 8R/�T e v Z Q�Q��' o o OAS_ Q JASON ST Q o �f CIR QQ` J S °A� a �`r° o �0� �' ° a o JEREMY PHANIE N O� Zia WORC PA VING EXCEPT/ON NEB RD �o� �' ��o cT T o r O C J wr w Jam' q�i STA. 704-32.86 to 70*61. 77 PR-A � '�Fti '� 5� W EL FOSTER BENNETT � A T O,Q � A. 2 7*07.22 to 2 7x-29.22 '4 " cT W 3P WINTER CT C�9 �Fti 'f'� �O �O FPG� LpUftA �� STA. 29f37.59 to 29*65.57 'PR- 7 " o° ° °R �P �� r w \ PA01 EDINBU STA. 36 f20. 76 '%PR- 7 " to 37*37. 66 'F'R-4 " w � � �o c� Q° �o`�� F�� ,- Z� N o �, STA. 38f 60.96 'PR-4 " to 39f25.55 'PR- 7 cT W Q -) W" STA. 67-1-64. 7,3 to 67 f98. 73 'PR-5" °Fti G o � BOU ER 3 Ix uc STA. 62f75. 72 to 63f 11.45 ';q " LLE LN DR ° T Cl WDRTER ST Q F �' H wTH P. O. T. STA. 83-(-3520 LINE PR-3 (Back)= STA. 874-84. 70 to 88 -06. 11 o ° Mo°N DRI DR o L/NE '4 " (Ahead) 00 ° W O O N Q N Q��\� ��° � Q ``3 N\ M�� MI LGATE OKEy SMO P. T STA. 78 f 34. 07 L/NE 'PR-2" (Back)= PROJECT LOCATION � �o``` ° oZ z 0 2 R°� G� DOGE RIDGE } P 0. T STA. 784-43.27 L/NE ';4 " (Ahead) o �, 1 DoE s wAY w TT N'c�cC D COOL GO °� °R�FSW0 DRIF P. T STA. 63f35. 43 s P. O. T STA, 62f72. 45 L/NE "/1 " (Ahead) a� tiRq q LEAFY B Mo LL_ �TRL f o s LOCPLR8IE o e v °�k �OCf P. T. STA. 55f 79. 72 L/NE 'PR- 7 " Back = ( ) �� 11TH ST OKEY RIDGE TRL °�� P. O. T. STA. 57f62.37 L/NE 'A " (Ahead) G LEGEND z� Z w in w o OKEY IKEY PL P. O. T. STA. 39f 02.26 L y Z 136TH S N� RID P. O. T STA. 39 -00 LINE 'PR- 7 " (Ahead) T ° ° �o < Z� 8TH sT NE ° 7 Z PROJECT EXCEPTION: �°, BEG/N PROJECT Z-► o G =1 Q ° STA. 39-7L84.07 PR-4 to 39�-09. 76 ° �' GAP LLJ� z o $ -. SE-GIN TRA/L w °j STA. 70f37.97 LINE w° Y Y Z sTH T Nw Z N m BRIDGE STR. No . 7 5TH T NW Q 5TH T NE gU°�eON ��OWW►CK RD °° PAVING EXCEPT/ON• STA. 70f32.86 L/NE 'PR-A " w Q a °R STA. 3620. 76 L/NE 'PR- 7 " o PROJECT EXCEPTION: R. 3 E. R. 4 E. STA. 37f 37. 66 L/NE ';Dl?-4 " STA. 27(29.22 to 25 -25.24 'q " HAMILTON COUNT)" [INDIANA DEPARTMENT OF SCALE: None P. O. T. STA. 39f02.26 LINE 'PR-4 " (Back)= TRANSPORTATION P. O. T. STA. 39y-00 LINE 'PR- 7 " Ahead STANDARD SPECIFICATIONS DA (Ahead) TED 2006 TO BE USED WITH THESE PLANS] 0 PLANS o r RUNDELL ERNSTBERGER ASSOCIATES, LLC PREPARED BY: 4�e40V, %KC. 317)71 3- ( 461 5 � Land Planning + Urban Design + Landscape Architecture PHONE NUMBER Q 429 East Vermont Street,Suite 110 CERTIFIED BY: ' Indianapolis, IN 46202 (317)263-0127 E-mail reaindy@reasite.com Butler Fairman Seuf DATE ert APPROVED SHEET C I V I L E N G I N E E R S FOR LETTING: 1 of 71 CHIEF, DIVISION OF DESIGN DATE L UTILITIES GEN ERAL NOTES I N D E X GAS.' SEWER & WATER.- All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except SHEET N0. DESCRIPTION where sodding is specified. VE-CTREN CITY OF CARMEL UTILITIES 1 TITLE SHEET P. O. BOX 1700 1 C/l�/C SQUARE The final cross sections of the grading contract will be the original cross sections of the paving contract. 2 INDEX & INFORMATION SHEET However, partial or complete cross sections shall be taken if necessary to determine the actual 3-4 TYPICAL CROSS SECTIONS 1600 ALL/SONVILLE RD CARMEL, IN 46032 excavation quantities. 5-7 PLAT ONE NOBLESI/ILLE, IN 46061 (317) 571-2451 The paper relocation will be cross sectioned by the Engineer before construction. 8 SURVEY LINE REFERENCES (317) 776-5535 ATTN.- JOHN DUFFY St 10-16 EROSION CONTROL PLAN ATTIC• CHUCK SHUPPERT Existing asphalt pavement located outside the construction limits, between Sta. and a. 17-28 PLAN & PROFILE MAINLINE TRAIL shall be removed as directed. 29 PLAN & PROFILE LINE "S-1 —A" The quantity of Peat "Excavation" as shown on the plans has been estimated on the basis of theoretical 30 DEMOLITION PLAN PIPEL/NE ELECTR/C.' cross—sections by using treatment of existing fills, treatment by removal, or treatment by displacement 31 LAYOUT & GRADING PLAN DUKE ENERGY where each treatment applies. 32-33 MISC DETAILS BUCKEYE PARTNERS 34-35 SIGNAGE DETAILS 5405 W. 96TH ST. 1619 DEFFENBAUGH ST. 36-37 BRIDGE GENERAL PLAN 5405 INDIANAPOLIS,96 /N 46268 KOKOMO, /N 46901 REPRESENTS GENERAL NOTES REQUIRED 38 BENT NO.1 AND NO.2 DETAILS (812, 375-2071 39-43 MODULAR BLOCK WALL DETAILS (312) 870-0175 44-45 MISC TABLES ATTN.— RICH WADDELL A TTN JIM SHIELDS TELEPHONE- TEL EPl/ONE.- A T&T INDIANA SBC 5858 N. COLLEGE 116 E. TAYLOR ST. INDIANAPOLIS, IN 46220 KOKOMO, IN 46901 (317) 252-5134 (765) 454-4054 ATTN• GREG CAMMACK ATTIC- CURTIS MILLER 46-71 CROSS SECTIONS MAINLINE CABLE.' CABLE.' BRIGHTHOUSE NETWORKS COMCAST CAELE_VISION 3030 ROOSEVELT AVE-. 5330 E 65TH ST INDIANAPOLIS, IN 46268 INDIANAPOLIS, IN 46220 (317) 632-9077 (317) 409-7351 A TTN.- JOE E-VANS A TTN.- GARY GRAY REVISIONS SHEET N0. DATE REVISED 0 Q 0 0 N a SEE CONTRACT INFORMATION BOOK FOR APPLICABLE ROAD AND TRAFFIC STANDARDS CITY OF CARMEL HORIZONTAL SCALE ILIi RECOMMENDED c NONE o FOR APPROVAL: _ COOL CREEK TRAIL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE INDE X 8 INFORMATION NE Si_TRVEY BOOK SHEET Q DESIGNED: JRE DRAWN: JhE 8450 WESTFIELD BLVD., SUITE 300 Q 509 WEST 84TH DRIVE, SUITE G 2 � —- -" -- INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 CONTRACT PROJECT T O - 317 713-4615 219 769-2333 T J�7 CHECKED: FAX 317 713-4616 FAX 219 769-2377 JCI Butler Fairman Seufert � CHECI�I��D: w I I I I I i I I I I I I I I I � Construction Line 'PR1" C Construction Line 'PR1" Construction Line 'PR1" 2'0" *6'-0" *6'-0" 2'-O�� Varies 2 -O , , „ , Varies 6 -0 6 -O 2'-O Varies Varies Varies 2 -0 6' 0" 6'-0" 2'-0" Varies Grade As S own Grade As S own Grade As S own On Profile On Pro file On Pro file CUT SECT/ON CUT SECT/ON CUT SECT/ON CUT SEC T1 ON — �3 Tack Coat ) CUT SEC T/ON CUT SEC 77 _ — _ — Tack Coat >� ) _ — - _i; �T Tip - Tack Coat ��P 1 I 1=i ry 2� 3.1 ( =1 11=i 1 1=i J 4 0 2� 27` 4� 3 1 ) 27 _27, 4� 3 4% 27 (��P 3, gyp 1 gyp SECTION FILL SECT/ON 3 1 yOJ FILL SECT/ON FILL SECT/ON 3 1 J FILL SECT/ON F/LL SECT/ON 3 J F/LL SEC O = IIr� IIIi J III=i IIIi JJ III=� J J TYPICAL TRAIL CROSS SECT/ON T/L T R T. TO L T. TYPICAL TPA/L CROSS SECT/ON TYPICAL TPA/L CROSS SECT/ON T/L T L T. TO R T. Scale.- 3116" = 1'0" 20+83.06 to 21+0722 4 " Sca/e.- 3116" = 11-011 Scale.- 3116" = 1'-0" 15+25 to 17+53. 10 'A " 78+54.27 to 18+8J.57 29+65.56 to 33+25 PR-1 10+61. 71 to 15+25 '4 " 25+75 ';4 " to 28+55.23 40+80 to 44+75 'PR-1" 25+25.24 to 25+75 'A " 45+25 to 50+50 'PR-1" 34+75 to 35+96. 16 'PR-1" 33+25 to 34f 75 4 8j " 59+25 to 60+25 'PR-5" 57+75 to 59f25 ':4 " 39+25.38 to 39+74.83 'PR-1" 40+62.66 to 40+80 'PR-1" 60+25 to 61+64. 13 'PR-5" 44+75 to 45+25 'PR-1" 67+25 'A " to 69-1-25 'PR-2" 66+25 to 67-1-25 ';4 " 71+25 'PR-2" to 85+25 '4 " 69+25 to 77+25 'PR-2" 86+75 to 871-84. 11 'A " 85+25 to 86+75 �- Construction Line PR1" �' Construction Line 'PR1" Construction Line 'PR1" 2 0 6'-0„ 6,-O„ 2, 0„ Varies 2'-0„ *6, 0„ *6, 0„ 2, 0» Varies 2'-0" 6,_0» 6, O„ 21- 0�� Varies Grade A s S o wn Grade As Sown on Pro fife S own On Profi/e On Profile Tack Coat T gyp.) -CUT SECT/ON Tack Coat ��P.) CUT SECT/ON 6 -9 Tack Coat P,) -CUIT SECT/ON 29� 4� 3 1 ( -III—i 6„_9» 1 -III—i 2� 1 11 'y 3; 4 27 2� 4q 3: 6 -9 29 49 EXISTING GRADE --- ---� EXISTING GRADE -- �, EX/STING 71'/ ----- - FILL SECT/ON OJ F/LL SECT/ON F/LL SECT/ON o-j ✓ J J PAIL CROSS SEC T/ON-CURB T/L T R T. TO L T. TPA CROSS SECT/ON-CURB TRAIL CROSS SECT/ON-CURB T/L T L T. TO R T. T Sca/e.- 3/16" = 1 '-0" 19+75 to 20+83.06 '4 " Sca/e: 3/16" = 1'0" Scale.. 3/16" = 1'-O" 17+53. 10 to 18+54.27 18+83.57 to 19 19 25 to 19+75 + + 25 ':4 " LEGEND © SPEC/AL PA VEMEN T- 6" PCC FOR DRI VEWA YS 4" COMPA CTED A GGREGA TE BASE, No. 53 OJ 3" CRUSHED LIMESTONE FOR SHOULDER 6" COMPACTED A GGREGA TE BASE, No. 53 � Construction Line 'PR1" � Construction Line 'PR1" � Construction Line 'PR1 " Varies 2' 0„ *6'-0" *6'_0,• 2, 0„ 2'0" 6'-D" 6'-O" 2'-0" Varies 2 -0 6'-O" 6'-O" 2'-0" +� ASPHAL T TRA/L.- 110# SYS HMA, TYPE A, SURFA CE, 9.5mm 220#/SYS HMA, TYPE A, INTERNED/A TE, 19.Omm Grade As SA o wn Grade As Sown 5" COMPA C TED A GGREGA TE BASE, No. 53 Grade As Sown On Profile On Pro file On Pro file L ASPHAL T PA VEMENT.• 110#15YS HMA, TYPE A, SURFACE, 9.5mm 0 Tack Coot CUT SECT/ON — �� Tack Coat 330# SYS HMA, TYPE A, IN TERMED/A TE, 19. mm CUT SEC TION - = �T 6" COMPA CTED A GGREGA TE BASE, No. 53 z Tack Coat R =III— yoJ R 1 I 1=T' ' �yo� 4 29 49' R 4 0 29 2'9 4� 2q _29� 4� 2� SEED MIXTURE, A • ---- - -� FILL SECT/ON 3 1 ( ® MODULAR BLOCK RETA/KING WALL F/LL SECT/ON 3 1 ( J F/ SECT/ON ROLLED CURB - J _ - _ =1 11i F/LL SECT/ON FILL SECT/ON F/LL SECT/ON L 0 TRAIL CROSS SEC T/ON-RETA/RING WALL TRAIL CROSS SECT/ON-RETA/RING WALL TRA/L CROSS SECTION-RETA/RING WALL T/L T L T. TO RT. °j Scale.- 3/16" = 1'-0" scale. 3/16" - 1'0" Scale., 3/16" = 1'-0" 28+55.23 to 29+31.59 37+37.67 to 37+46.02 'PR-4" 37+75 to 38+60. 73 'P1?-4" 35+96. 16 to J6+20. 76 PR-1 Q) J74-46.02 to 37+75 'PR-4" 0 a (b ZONTA HORIL SCALE IZECOMMI�.NI)EI) CITY OF CARMEL XS SHOWN FILE FOR APPROVAL: _ COOL CREEK TRAIL VERTICAL SCALE DESIGNATION ^I DESIGN ENGINEER DATE TYPICAL CROSS SECTIONS NONE o SURVEY BOCK SHEET Q DESIGNED: JRE DRAWN: vW T 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G e3 r r l Z INDIANAP OLIS, IN. 46240 Q 219R769-2333 N. 46410 CONTRACT PROJECT CHECKED: J� FAX 317 713-4616 FAX 219 769-2377 lc� 'Z CHECKED: J�'� _ Butler Fairman Seufcrt s, a LEGEND �t Construction Line 'PR1" 2 -O 2'0 6'O" 6'0" " Va SPEC/AL PAVEMENT- ries © 6" PCC FOR SIDEWALKS Grade As 51,own 4" COMPA C TED A GGREGA TE BASE, No. 53 On Profile CUT 7ECT/ON �J 3" CRUSHED LIMESTONE FOR SHOULDER - 1I1= CUT SECTION 0 ASPHALT TRA/L.• Tack Coat T�P.� _ 110,E/SYS HMA, TYPE A, SURFA CE, 9.5mm 2q 2 49 3 =1 1I— 220,�/S YS HMA, TYPE A, /NTERMED/A TE, 19.Omm I I , 5" COMPA C TED A GGREGA TE BA SE, No. 53 yx'J F/LL SECT/ON © ASPHAL T PA VEMENT 110,3/SYS HMA, TYPE A, SURFACE, 9.5mm J 330,E 1S YS HMA, TYPE A, INTERMED/A TE, 79.Omm 6" COMPACTED A GGREGA TE BASE, No. 53 © ASPHAL T PA VEMENT EX/STING PA VEMENT OVERLAY TRA/L CROSS SEC T/ON-RETA/N/NG WALL TEL T L T. TO R T. 1100#/SYS HMA, TYPE A, SURFACE, 9.5mm (MIN. Sca le. 3116" = 1 '-0" 39f 74.83 to 40f62.66 ';Dl?-I " SEED MIXTURE, `;4 " ® RETAINING WALL C Construction Line 'PR1" �t Construction Line 'PR1" 2'_0" tries Varies 4'-0 4 -0 2 - Varies 2 -O 4'-0" 4'0" 2'_0" Gra e As S own Gra e As S LwniC On Profile On Profile CT/ON CUT SECT/ON CUT SECT/ON 1 Tack o t Tp � CUT SECTION Tack 29' 2�47 29 FILL SECT/ON 3 1 f L SECT/ON F/LL SECTION 3 -III J J -III J J TPA/L (8) CROSS SECT/ON TRA IL L8'� CROSS SECT/ON-RETAINING WALL T/L T RT. TO L T. Scale.- J116" = 7'_0" Sca/e. 3116" = 1'_0" 51*86.62 to 52*76.62 50*50 to 51 f 86.62 PR-1" 53f 96.52 to 54*77. 12 ';D/?-I" 52*76.62 to 5J+9652 'PR-I" 54f 77 12 'PR-1" to 57f 75 'A " It Construction Line ';4 " Varies O' to 1.52' Varies 0' to 5' Varies 6.89' to 1.39' Varies 2 0" Varies Varies 2-0" Varies Varies 2'O 8'_0" GrdeASSOWn (b On Profile o Pro fi/e Tack Grade CUT SECT/ON �� Coat ��P.� CUT SECTION CUT SECT/ON �� Tack gyp J 4 29 2� 4� 3: ( =1 1 � �y°� 49 29 T t �y� 1 (TAP. F/LL SECT/ON 3 Existing PVmt. J F/LL SECT/ON FILL SECT/ON 3 Existing Pmt. - - 1 m I - =1 N J J J 0 0 ° TPA IL CROSS SECT/ON-O VERLA Y & WIDENING TRAIL CROSS SECTION- WIDENING °j Scale.- 3116" = 1' O" Scale. 3116 63f 11.45 TO 66.25 'A " 61f98. 13 TO 62+75. 72 0 v a CITY OF CARMEL HORIZONTAL SCALE FIDE Y O �MM r OVAI,: COOL CREEK TRAIL AS SHOWN ° v -- - __-- VERTI('AL SCALE DESIGNATION DESIGN ENGINEER DATE TYPICAL CROSS SECTIONS NONE SURVEY BOOK SKEET DESIGNED: JRE DRAWN: DI VT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G — --- --- 31X73170713-4616 6240 219 769 233769-2377 6410 ( �NTRA(T PR��II'.� I ( 1 f (HE(i1L+ D, J(L (HIJ(hIJD. J('Z Butler Fairman Seufert F R S I I I I I I I I I I I I I I i 24 �9 GRAPHIC SCALE 00 0 50 100 4 9 ( IN FEET ) 1 inch = 100 ft. III LOTUS /NVESTMtNT CO. 1I � � / Sec. 19, T. 18 N., R.4 E. 5 ' Sanitary C lay Township IIISe er Easement Hamilton Coun ty 15' Sanitary Sewer Easem en t Sec. 24, T. 18 N., R.3 E. � CARMEL COOL ASSOC/A TES, LTD. I I CARMEL COOL ASSOCIATES, LTD. C lay Township (Carmel Woods) I (Carmel Woods Hami lton Coun ty \ \ III � 5 � \ s•R. III _.. _. . _ . . ., \ 6 I 50 Sanitary 1 Sewer Easement \ \ KA Y R. LANCASTER I �� c 15' Sanitary Sewer \ Easem en t \ CARMEL CEMETERY ASSOCIATION 5 \ III , % % Sec. Line & Trac L/n 1 j ROBERT G. BUTLER, v :� ti TRUSTEE \ Tract bne / 0i o � � \� NORTH UN/ON REAL TY, INC. Z \ CARMEL CEMETERY A SSOC/A T/ON W \\ 15' City Of Carmel Q 3 UN/ty Easement Z-\ FORESTS LAND o \\ 10 Landscape Buffer Z BARNES REAL ESTA TE, LL C. 2 QQ HOLDINGS, LL C Variable Width Monon \ 15 City Of Carm e/ (Ri t ters Ice Crecm Shop) (Pork Place Motors (b y Trail Easem en t � \� _ Uti/ityEasement - - - - � - - - - - Sec. 19, T18N., R.4 E. Cloy Township — — — — _ ROBERT 0 BUTLER, TRUSTEE Hami/ton County — — 4 (Decor 4 \ — — — 75' Legal Dra/n Easement Q / CEN1TEX HOMES C,P I ` / R RROW LEGAL DRAIN 861 NORTH ° \ RIDGE-LINE ROAD, LLC RM O V/ S, / \ \ / r24TI9 5 30 RECOMMENDED CITY OF CARMEL HORIZONTAL kSN�H SCALE PILE o FOR APPROVAL: _ COOL CREEK TRAIL VERTICAL ScA1E DESIGNATION o DESIGN ENGINEER DATE PLAT ONE NONE SLTK`'EY BOOK SHEET Q DESIGNED: JRE DRAWN: ME 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G ,3�� J OF I _ - - - 317 713P046151N. 46240 219 769-2333 33N. 46410 CONTRACT PROJECT � ,JCZ JCZ Butler Fairman Scufcrt CHECKED: CHECKED- FAX 317 713-4616 FAX 219 769-23 F F R GRAPHIC SCALE 100 0 50 100 ( IN FEET ) I inch = 100 ft. o LOT 57 I 25' Public 1� eo I I / Pedestrian Easement �o LOT 50 W I G00 SID LOT 49 I I Q) 9 � I I � LOT 48 50' Sanitary i R Hof Sewer Easement I , ��o LOT 43 / �0 C) I I 10' Public -� Pedestrian LOT 47 Easemen t Lin e LOT 44 STA TE OF /ND/ANA I I J �j -713 STA II & L YNDA L. fZEM/NG LOT 46 �, RO YAL R. . 'C' 0- 0L c \ o LOT 45 Sanitary Sewe Easem en t BLOCK "B" - �, 10' Pub/ic l Pedes trian� 6 Easem en t Sec. 24, T. 18 N., R.3 E. / C lay To wnship Homi/ton Coun ty Q�: ��P♦P� e 0 J. / • �P Pi / SHURGARD STORAGE CENTERS, INC. ab LOT 27.c G ° LOT 28 LOT 29 LOT 30 S LOT 26 �� c c c � J o 0 Lot Line Q-� s4 v LOT 25 COOTS, HEIVKE & WHEELER COOTS, /NVESTMENT CO. HENKE & G� �° J J -_j J WHEELER /NI/ESTMENT CO. LOT 24 LOT 23 LOT 22 LOT 21 2479 % Sec. Line- , % Sec. Line & FL' % Sec. Line % Sec. Line & fP Y4 Sec. Line-� -� 419 \ ,5 STA TE OF /ND/ANA \ 15' Sanitary Sewer � I I Easem en t I O ( I (b 150' .unit I Sec. 19, T 18 N, R.4 E. \ \\ Se r E em en t C loy Township CO Hcmi/ton County ab V LOTUS /N I/ESTMENT CO. \ : CARMEL COOL ASSOC/A TES, L TD. Q \ (Carmel Woods CARMEL COOL Q ASSOCIA TES, L TD. I (Carmel Woods) 24 19 5 CITY OF CARMEL HORIZONTAL SCALE FILE REC'°MMENI)ED Al-�' SfIOWN c Q) FOR APPROVAL: -- - COOL CREEK TRAIL VERTICAL T SCALE DESIGNATION o DESIGN ENGINEER DAZE PLAT ONE NONE �• Q SURVEY BOOK SHEET DESIGNE D: - JRE DRAWN. ME 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G DIAN A3POLIS, 1N. 46240 E a 29 R769�3 3N. 46410 3 I 7 ch J�'Z JCZ FAX 317 713-4616 Butler Fairman Scuferr_ FAX 219 769-2377 CONTRACT PROJECT CHECKED: -- _ - CHECKED: GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. 146TH STREET 7U 7U Sec. Line-� Sec. Line-� Origin al L o t L in e �9 �9 Origin Cl L o t t in e —I CITY OF CARMEL S��—L0T 1 50' Sanitary / LOT 223 LOT 67 �P I Sewer Easement LOT LOT 224 J. HUSE PARTNERSHIP / / / ` 1 LOT J / O / O( 5e � LOT 68 QQ ��P 1 Ol LOT 225 LOT 4 I % G'��Cj� 00 0�� . ILOT 69 I LL j5 'j LOT 226 O LOT 70 LOT 22 7 LOT 71 / I / LOT 7 LOT 228 / �" 0 . LOT 74 / LOT 8 / 50' San i terry Sewer Easement LOT 73 LOT 74 J L OT LOT 230 5l G� LOT 10 0(1P � iLOT 11 �(G�(� / / / LOT 231 LOT 40 / \ LOT 12 Lime LOT 39 LOT 13 / / I LOT 232 C / Origin LOT 38 al Lot Line �' / 20' Sanitary C'(P1 Sewer Easement L o t Lin e \� LOT 37 �� LOT 14 LOT 30 / � LOT 3 \ � �� O \\ U / LOT 29 \ � � LOT 233 / LOT 35\ / pP.`' > LOT 15 I LOT 34 / I / / Lot Line LOT 33 LOT 16 J LOT 31 LOT 32 �, � LOT 234 / LOT 17 / (b LC T 28 / / / LOT 18\\ do d LOT 19 DANBUR Y ES TA TES HOMEOWNERS Lot Line LOT 20 / i ASSOCIA TION, INC. p I LOT 27 \ r— LOT 21 ( 0 LkT 25 LOT 24 LOT 23 LOT 22 O — 50' Sanitary 2 LOT 26 S ewer Sewer Easement 50 anitGr (� / / % % Sec. Line CO ewer asem en t s % % Sec. L in e— — I / -L LOT 1 — — LOT 54 Lot Li Lot Line ne 25 Public o C T a� Q) Pedestrian Easement �o�LOT 52 LOT 53 Lot Line �I I t o�LOT 51 LOT 3 e �TA TE OF INDIANA ,,``�tP P Lot Line I Pv p� L OT 50 �� LOT 4 � lGO v HORIZONTAL S('ALE FILE RECOMMENDED CITY OF CARMEL .�S S1IUwN C 0 OL CREEK TRAIL � FOR EIPPROVI�L: — V'ERTIC'AL SCALE DESIGNATION DESIGN ENGINEER DATE PLAT ONE NONE Q SURVE�� BOOK SKEET DESIGNED: JRE DRAWN: JRE 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 33( Dh 7 1 Z' 317 713-4615 219 769-2333 I, r1 FAX 317 713-4616 FAX 219 769-2377 C'ONTRAC'T PROJECT � Ch JCL JCL Butler Fairman Seufert CHECKED: CHECKED: - N= 1726593.5427 N= 1726689.6337 N= 1726710.2883 /� N_ 1726711.2874 N_ 1726697.1859 N= 1726700.0819 N= 1726824.6720 N= 1726979.8404 N= 1727058.7697 N= 1727148.9420 E= 197975.7648 2 E= 198152.7908 � E= 199058.3211 �C E- 199141.7024 5 E- 199165.8459 E= 199301.6684 E= 1 9951 7 1 528 E= 199704.8404 E= 199968.8852 E= 199945. 7859 Mog NC17 Mog Nail 1-Sty. B/k y , = 6"Alder Tree Mag Nail Ma Nail Ma Nai/ Comm. B/d9• Ma Nai/ °Q �' \� NZ""Hackberr 9 9 1 " Ash o m 9 P P Y Wd. Post Wd. Post (Decor 4 Kids) o o = -� _ Pwp ¢201-538 N.O.R.A. ¢ �0'0 p Tree 1 m Q Ss Q 1y Mag Nail O 0.16 Li ht Pole Q Mog Nail o e , o,7 r o y 60 4200 9 p m 1p �1 .PZ• ? Mag Noil 91 0 60 Light Po% v, m m m m o Pwp ,¢�84-688 ?po o- Ch. Lk. Fnc. <1z Cut X"v 300-136 3554- Ch. Lk. Fnc. 8 Corner Post /n/et Rim Z. a Nail ' o Mog Nai/ b o'Monon Trail 9 3 I E v I o m\ o S 60 ? ° o_ Mag Nail 9" Tree Range line Rd. o g0' �n o Pwp ,f84-688 Qi g� Z �S Cut °X'" �. P Gatepost 1 �j 7!-Ucg 6 k ' P qz Manhole Rim 6 -0• z 9 o 0 So 2 N. Flange Bo/t `' 12" Mulberry Tree N. Flange Bo/t Ma Nai/ moo. o P moo - o g Nai/ 2 v Post Pwp ,¢068-725 ? 3 q? v Nai/ Fire Hydrant Fire H drop t " Wood Post Ma Nail Set I. Pin (Set), Flush Mag Nail (Set) Mag Nail (Set) Mag Nall (Set) Mag Nail (Set) I. Pin (Se t), Flush I. Pin (Se t), 0.30' A b o ve Gra d I. Pin (Se t) 0.30' A b o ve Grad I. Piro (Set) 0.30' A b o ve Gra d 9 ) P. D. T. 10+31. 970 `;4 " P.I 12+33.394 `% " FIT 27+39. 160 `� " P.1 22+22.548 `;4 " P. C. 23+50.802 P. 123+84. 968 `:4 " P. 126+32. 4.32 `%1 " P.128+75. 474 `;4 " P. 131+49. 763 `A " P. 132+42247 `;4 N= 1727134.1233 N= 1727282.8581 N= 1727449. 7902 /� N_ 1727497.6861 N_ 1727637.6793 N= 1727532.3515 N= 1727652.6161 N= 1727680.7427 �J N= 1727777 4633 N= 1727830.6074 N 199698.7536 N 199697.8581 N 199662.9922 7/C E- 199885.2720 15 E- 199885.2720 E= 199635.9221 E= 199596.5103 E= 199662.2005 �J E= 199669.7704 E= 199738. 7657 2-Sty. Mog Nail SE. Corner SE Corner Wood Light Ma Nail Mo Nai/ Corner Mog Nail Mag Nai/ 129 Tree 9 Mag Noil Apt. B/dg. Mog Nail 9 Mog Nail 4'X4'" 6" Tree "Mu/berry 30"Ash 12"'Ash Wood Post rP Pole 9" Tree Concrete Ma Nail 9 9"Hedge 12" Tree a v •` Mag Nail b Mo Nail �� R p A e h 1 Curb P Tree o Mog Nail 12" Tree �. Q o. S A 3 PZ- _ 0 9 b' o P 9 0•o > > 'S Mo Noi/ `7 ° 12" Tree k 24" Tree a S.W. Corner y q 5 MG Nai/ yuy 9 ti. 6"Mu/berry Q ti e O 9" Tree S o- S- o' 60. 0 Light Po% o hhOP Tree �C �)6 �� Line '4" Wood Fence2B0Az Line '4" ? D - ? 9 11. ,¢K301-095 n�� 14.74' 1 ,7 3004 1 -54 Mag Nai/ 200 4- Post 4541' s 4 Az 1004- ~ 270 42 z Maq Nai/ BO Az• I 120 f1 z 9" Tree 1 ,7 Q Mag Nai/ 9a S.E. Corner ZS gz ��p' 280• Line --A 3 9"Hedge 0 AZ• = 18"Locust 0. 1• Wood Light o. �- >> 9 15 0�• Ma Nail k P o• ,r- y N.E. Corner Mo Nail o• Tree D U 9 g5 y S W. Corner Pole Line A" Wood Li ht 9 9? ' '-�'r 12" Wo/nut N.W. Corner 1 Wood Light Pole 6"" Tree N.O.R.A. s9 - Chiseled 'X" 100h " Wood Post Pole Manhole Rim Mag Nail Pet Sign 12" Tree • I. Pin Set , O. 70' Above Grad I. Pin (Se t), 0. 70' Above Grad I. Pin (Set) 0. 70' Above Grad I. Pin (Set), Flush I. Pin (Set) Flush I. Pin (Set), Flush I. Pin (Set), Flush I. Pin (Set>, Flush I. Pin (Set Flush I. Pin (Set), O 70' Above Grad P.134+76. 792 "4 " F. 1 J6+00,875 ;4 " F. 1 J7+70. 691 4 " F.R.C. 38+30. 476 ';4 " P. T. 39+24, 12J '4 " P.1 39+77.932 9j2 ",4 " P.140+87.346 41 F. 1 47+43. 117 '4 P. 1 42+J4. 042 F1 4J+17 725 A N= 1727919.3553 N= 1727980.1529 N= 1728148.9238 /� N= 1728305.6855 N_ 17.28754.4791 N= 1728802.1989 N= 1 72891 7 5489 N= 1729010.1302 N= 1700022.9190 3 N= 1720214.5126 E= 199736.7578 E= 199769.7311 E= 199675.1331 7/C E= 199945.6285 25 E- 199890.4205 E= 199870.6299 E= 199927 6710 E= 200045.392 E= 2000871404 E= 200278.0965 Mag Nail Ma Nail Mag Nai/ Mag Nail Mag Nai/ �2"Ash J" Tree r P 9" Sycamore P Mog Nail N.O.R.A. � (Leaning) °P 6" Tree Mog Nail � Mag Nail e • 9"Ash 60" Sycamore N.R.A. ° o 3' Tree N.E. Corner �b Q� P o Mag Ash o Mo Nail e P o a oP �8>� vc 44' 6" Tree Og 12" Sycamore S e ,t v 9 Mag Nai/ y ro 36 29• Wood Light �' h Q ^.O "'oiX S co o; m 9" S camore Vet O AZ• ' Mo Nai/ Q Y Concrete 12"Mo /e N 91 100 D_ Pole o. O 9 0 5� vr, \ry'0 _ p \( O y 1 340 Az 6" Tree �o �- f'/Iy 4' Slope Wa// V I R e ' D F/ow e 1164 A Ma Noil FP�O� 250 42 3507 Concrete R Mag Nail p Z ? 6M Mu/berry 28OAz �� %/° 9 00 - R0.9- Mag Noi/ g ' 9" Tree Pi y S Slope WC// 'v 9"Locust � �0 r b Mog Nai/ p ? 6" Tree S• Z N.O.R.A. k5 Mag Nai/ 1 ' p'PZ Note. 2 Mag Nail 80 P 9"Ash Jul N.f-. Corner P 6" Cherry 5 Pin set in small stream 1 2 190 Stump 2 west of Coo/ Creek Chise%d °X" 3"' Tree Chiseled "X" Wood Light Manhole Rim Pole Manhole Above Grad I. Pin 020' Above Grad I. Pin (Set), 0.50' Above Grad I. Pin (Set), 0. 15' Above Grad I. Pin (Set), 0. l0' Above Grad Vag Nail (Set), Flush in Concret I. Pin (Set), 0.20 Above Grad ag Nail (Set) Flush in Concret I. Pin (Set) Flush I. Pin (Set), 0.20' Above Grad I. Pin (Set), O 15 (Set), " " " `;4 " P.153+48.550 `A " P.153+99. 919 `A " P. 155+26. 654 `;4 " 56 f73 420 `;4 " P. 157+76. 658 `;4 " P.159+86. 758 A P. 143+97850 `% P 144+65. 632 `% P.146+52. 459 `:4 P. 49+19. 441 N= 1729214.5762 N= 1729291.2948 N= 1729417.0222 N_ 1729725.7644 N_ 1729727. 7134 N= 1729784.2465 N= 1729864.6594 N= 1729872.3072 N= 1729984.0247 N= 1730277.2774 E= 200415.2831 E= 200533.2923 E= 200481.5589 E- 200551.4980 E- 200719.5193 E= 200809.2117 E= 200847.2265 E= 2009971652 E= 201182.4669 E= 201346.2779 Mog Nod Ma Nail Mag Noll Eost Corner 9" Sycamor East Sheet P%ng 9 r M3"E/m/ Ma Nail 9 15" S ccmore 21" Cottonwood Wood Fence _ g Mo Nail 12" Wild Cherry Y Rebcr w/Cap 12"Locust d r �5 �• ° �o `O N - -3 Schneider 0001 N West Comer o o Mog Noi/ R ce 90. - e 0 S�q DL 140 Wood Fence D�' D D Line A" 140siz �? �)C `C ? 7 v Mag Nail "A" "River W/%w zo O O.AZ. e N.R.A. 360 Az 8'X8' 14' Lin N.R.A. N.R.A. N.R.A. ood Post °� Mog Noi/ Mag Nai/ �4 PZ 9" Tee c'SOJZ 260 Az v - X20 PZ ��5901,5'" Wil/ow 12"Hackberry 360 v� Cen ter Mog Nail 2 3" C/ecnout 15" Tree Pin Set 0.20' Above Grad I. Pin Set), 0. 75' Above Grad I. Pin (Set), 0.20' Above Grad I. Pin (Set), 0.20' Above Grad I. Pin (Set), Flush I. Pin (Set), 0. 05' Above Grad I. Pin (Set), 010' Above Grad I. Pin (Set), Flush I. Pin (Set), O 15' Above Grad I. Pin (Set), Flush I. ( ), ( „ P. 1 67+ 19. 022 4 " F 162+56. 482 ",4 " P. 163+85.590 `;4 " P.1 66+97. 664 `;4 P.1 68+41. 469 ';4 " P. 1 69*46. 055 ';4 " FIT 70+33. 433 ',4 " P. 1 71+77. 745 4 " P. 173+84. 466 4 " P. 177+14. 689 % " a � N= 1730406.9103 N= 1730625.0904 N= 1730840.9589 /� N= 1730997.3864 N= 1731035.3065 N= 17310 70.7820 E= 201603.5487 42 E= 201702.6118 E= 201904.7850 �/C E= 202035.5445 E= 202018.9279 E= 20018.8630 Mc Nai/ S.E. Corner Mag Noi/ Mag Nai/ Mog Nail 9 /n/et at Back Curb 146th Street a' 6"Elm 6" Sycomore 60" Twin 18" Oak r Trunk Oak P 9 Mag Nail 'cam 3g' S�9 =F `D 95•Pti Mog Nai/ 0 B Q 6"Elm v; 19 Ps- 60.0 e �� ZMcg Nail k0 Mag Noi/ 90•�" �)c g. Z o = Bit. Mot Sidewo/k 1g0 9? p P 9 Wi/d _ 6.. Sumac N.O.R.A. �= a 9? 60 P v 4,0 6"Hackberry � Q 3604- Ma Nai/ Cherry 130 4z 'JO;4z. Chise%d °X" 1a S Bridge of J 47.47' �O " 3 L ti• Manhole Rim PZ' Abutment 6 PZ 6"E/m 21 AZ• -9 Mag Nai/ �. P 19 Mog Nod 5 Z W. Corner Mog Noi/ 8 60 260 09 9" Sumac Chiseled X" `<��j0 18" Ook 45'P 12"' Tre 2 ? Manhole Rim g 2 Abutment O O Pin (Set) Flush I. Pin (Se t), 0. 05' A o ve Grad I. Pin (Set), 0. 05' A o ve Grad I. Pin (Se t), 0.20' Above Grad I. Pin (Set), Flush I. Pin (Se t) 0. 05 A o ve Grad P. 180+00.957 4 " P.I 82+37.853 4 " P. 85+32. 147 `;4 " P.I 87+.36. 073 `�4 " P.I 87+70.928 `;4 " P. 0. T. 88+06. 109 `�4 a� CITY OF CARMEL HORIZONTAL SCALE FILE RECOMMENDED NONI? o Q) FOR APPROVAL: - COOL CREEK TRAIL VERTICAL SCALE DESIGNI ATION 0 DESIGN ENGINEER DATE SURVEY LINE REFERENCES NONE SURVEY DOOM SHEET Q DESIGNED: JR1 DRAWN: JRE 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G 3�� 8 OF I -- - - -- - - - - - INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 FAX 317 71354616 d. - J�"�, CHECKED: JCZ Butler Fairman Scufert 219 769-2333 CONTRACT PROJECT � FAX 219 769-2377 s CHECKED: - - - I // MAINTENANCE TEMPORARY WORK ZONES ADJACENT TO OF TRAF lC o I , 0 i THE TRA VELED WA Y SYMBOL L6 o For Work Zones Occupying A Location For A Short Duration Either ® Work Zone Adjacent To Traveled Way ?� Less Than 1 Hr. Or A Work Zone That Moves Intermittently Or COOL CREE!-� BL I/D.I \ Con tinuous/y>, Mo vemen is From Each End Shall Be Coordinated if Drum Barricade W�Flashing Ligh t Traffic is Forced To Use A Single Lane For A Limited Distance. Typical Sign Standard When The Temporary Tro ffic Control Zone is Short Enough To A//o w A i \ Flo er To See From One End Of The Zone To The Other, Traffic May ® Type 'A " Construction Warning Light Be Controlled By Either A Sing le F/agger Or By A Flogger At Each End \ \ Standard Barricade, Type 3 B Ile Of The Section. \ Road Closure Sign Assembly For Work Zones Occupying A Location Greater Than 12 Hours, Detour Route Marker Assembly Barricades and/or Cones Shall Se Used The Spacing Of Barricades And Cones Shall Be As Follows.- Detour Route A) For Tapers, The Spacing Shall Be Numerica lly Equal In Feet To The �� Direction Of Traffic Flow Posted Seed Limit In Miles Per Hour With A Minimum Soacing Of 20 Line PR- 1 5 Feet. ✓� SYMBOL MESSAGE CODE TYPE QTY. ROAD CONSTRUCT/ON AHEAD XW20- 1 A 4 ,�`.-� �� • �2 END CONSTRUCTION XG20-2 A 4 \ CO The Contractor Shall Be Responsible To Provide Signs And \\ O� Placement Of Said Signs In Comp/lance With The IMUTCD Latest Edition) And The Current Indot Standards. . TRAIL CROSSING — COOL CREEK SL VD. Scale.- 1 "=30' 2 OLR V } Line '4 " ® r, �� 500' 500 .� _ N RANGMNE ROAD _ � - - - 1-800-382-5544 1 I I 2 500 , o I I I HOLEY MOLEY SA YS CALL Ci O alp 500' o • v Q) AT LEAST TWO FULL a TRAIL CROSS/NG — N• RANGEL/NE ROAD WORKING DAYS BEFORE Scale.- 1 " 40' YOU DIG IIORIIONTAL SCALE FILE CITY OF CARMEL T � FOIZOM�I I OIV�1I: � COOL OL CREEK TRAIL VERTICAL OSCALE � DESIGN ENGINEER ESIGNATION R D_�TE MAINTENANCE OF TRAFFIC NONE Q SLTRVEI BOOK SKEET DESIGNED; JRE DRAWN: Dw r 8450 WESTSELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - _ INDIANAPOLIS. IN. 46240 n MERRILLVILLE, IN. 46410 336 9 QF 7 1 317 713-4615 v 219 769-2333 FAX 317 713-4616 FAX 219 769-2377 C 0 N TRAC T h R OJ E(� I CHEC'KED: J('7 CHECKED: (L Butler Fairman Seufert l w d RULE 5 CHECKLIST - Section A: RULE 5 CHECKLIST - Section B.• Project End Construction Plan Elements Stormwater Pollution Prevention Plan-Construction Comoo� _nen.t 7. Index showing locations of required Plan Elements /. Description Of potential po//utont sources associated with construction activities. r "a , See Genera/ Information, Sheet No. 2. a Potential pollutant sources could be generated from leaking equipment or vehicles, fueling of vehicles, � and material storage The contractor shall inspect a// e ui ment for leaks doll and immediate/ remov 2 77x77 inch plat with building, lots, boundaries road /a out names p q p y y e Sh �' from the site and re air such fcu/t e ui ment. Fuel h ' �T � �� s.` ° £° p y q p e should not be stored on site. All fueling ha ll occur See P/an & Profiles, Sheet No. 16 thru 29. y at /east 350 feet from Coo/ Creek All due care shall 9 :>�� . :,. = <� 7,.^.. � ISM`= �' ;�"� 4� "��'�� '�"_a�• +. �,;.. o be token when fue/in e ui men t and on s Al sha// " _ �' be cleaned u immedio l 9 9 P �' P - � ,� p to . r ; . :.' .., M,.. •" ., 3. /Varrative describin nature and ur ose of r r a Oc.� s '� ' �' 9 P P P oJec t The Coo/ Creek Troll will serve os a connector between the existing Monon Trail and 146th Street, east }A of U.S. and Ke tone Avenue. Ac '' ��_. , ... , • _ ,. � cess to the Monon Trail from resides ti / n ' y .. : o ei hborhoods to the east will ,, 9 2 Sequence describin stormwater quality measure im /ementation r / 1411• ; , - •: � .h�: ,. �} �k�,. �, . � �; *s q 9 9 Y p e ative to /and disturbing activities. be significantly t/ improved ,5 .: A temporary construction entrance shall be installed before construction commences. Silt fence will ;.�. zi ,, _ _ ,E x be p/aced at the perimeter and down stream of each construction site riot r . ::. , _ f" 4. Vicin�t m P p to any site disturbance for � h _ :a. Cr p M, _ >4 y ap showing protect location ,4 that area. R/ ra areas shall be /aced in con unction with the i es that f/ w P P P J P P o to them. Once the pipe ., See Title Sheet, Sheet No. 1 catch basin is installed the drop in/et protections s sha// be /aced. Temporary straw bole and rock check qq P P P P �' dams shall be p/aced /n swa/es before installation of construction areas that flow into them. ` 5. L e a/ De ,. rfrry g p e (latitude longitude) scri tion of the Protect Sit t L ctitude: 39°59 14 N Longitude.- 86°07'50"W f` - r : y a ; . `. .� - ,'`.- ;" <• . � , .-, '° <" � 9 3. Stable construction entrance locations and ecifications t t a// points o f in ress and egress) ° 9 See Title Sheet, Sheet No. 1. All ingress and egress wi// occur from a temporary construction entrance located at contractor, choosing and before Ran e/ine R ` g g Rood and 1461h Street or at the Engineers direction. ' : - � - . - ,.;", -_ _ •�- <h 6. Location of a// site impro vemen is �y See P/an & Profiles, Sheet No. 16 thru 29. �� ry �' .�; ,. °� �.., 4. Sediment control} c t of measures for sheet flow areas •,, `- ...��,,` mad "r.." r'� `4. 'T` � }";' _ �yS �'.•�;� m � •;} ^ Sediment control will be handled via silt fence. See sheet Erosion Con tra/ P/an, Sheets No. 10 thru 15. 7. Hydrologic Unit Code 05120201090030 5. Sediment control measures for concentrated flow areas areas of concentrated f/ow, rock check dams will be used l z 8. Note any State or Federal Water Qua/ity Permits /n ed. See Erosion Contra/ P/an, Sheets No. 10 The project will require the f o//o wi g permits.- /ONR Construction in o F/oodway, /DEM Section 401 Water rL _. TV _h .. Quo/it Certification, Rule 5, and U.S. Arm y g Corps of En ineers Section 404. ..;. y p 6. Storm sewer in/e t rotection measure / i 4mB2 p ocat ons and specifications � � ° ` �. ` s� r gx., � ;,.�,,. � Mi , :• , � >� •° ;' � :ham: "< � ";' �• - k� _ � . � ' 9. S ecific oints where stormwater dischare will leave the site nimo/ erosion and pollution from construction activities will enter the storm sewer in/et. The erosion ,fi; • . s :,ix�� ., p p g and // ' J po ution that does enter the * pipe w/l/ be ca tared via ri p ra P check dams o r o temporary straw bale Storm water w/l/ leave the site via sheet flow to the Coo/ Creek Little Coo/ Creek. d om m th e ditch i t outlets t o. S ee Erosion Control P lan, Sheets No. 10 thru 15.T C2 ..L ° ly x = 70. Location and name of a// wet/ands, lakes and water courses on and ad acent to the site • Runoff control measures (e.g. diversions, rock check dams, slope drains etc. F ; - A /ore portion of the project relates direct/ to the course f p _.. :- t . .. 9 P P l J' o Coo/ Creek and Little Coo/ Creek. It is not anticipated that any runoff control measures will be necessar other than the rock check Br ft 77. Identification of a// receiving waters dams. � � �Y. Coo/ Creek and d Little Coo/ Creek receives all discharge f the isc orge ram e 8 � r Iw '' et protection specifications Outletw protection will will be handled vi ri r 12. ldentification of potent/ dischar es to round water abandoned well, p o p p prop. See Erosion Contra/ Plan, Sheets No. 10 thru �c ere i s no cnt/copcted dischcrge discharge to g r ound water. Y 8 73. 700 ear flood /airs, f/oodwa s and f/oodwa frin es d spec rode stabilization structure locations an ifications Ni PS Grade stabilization will be handled via permanent seedin . See Erosion Control P lan, Sheet No. 10 thru 15. P g See Erosion Control Plan, S.S ee is No. 10 thru 15. SOIL MAP 74. Pre-construction and post construction estimate of Peak discharge (70 Year storm event 70. Location, dimensions specifi'cations and construction details of each stormwater quality measure. There wi/l be very //t He change in Peck Discharge from pre-construction to post construction. Only a See attached /NDOT Standard Drawings, project Beginning 16ft wide strip of gross in residentia//commericia/ area will be changed to e 12 foot wide strip of asphalt pavement with 2' aggreagte shoulders Storm water w/// have an opportunity to infi'trate before getting to 77. Temporary surface stabilization methods approprieate for each season (include sequencing). Coo/ Creek. Estimated pre-construction peak discharge for Coo/ Creek Trail in the area of the trail is See attached /NDOT Standard Drawings Temporary surface stabilization shall occur if construction 3.55 cfs. Adding c 1.47 miles long trail of 16 feet wide will only create a post contraction discharge of inactivity is anticipated to be greater than 30 calendar days. SOIL LEGEND 8.39 cfs. 72. Permanent surface stabilizat,%on specifications (include sequencing). 75. %dJacent landuse, isc lading upstream watershed See attached /NDOT Standard Drawings, Permanent surface stabi/zation shall occur upon completion The first capital letter is the initial one of the soil name. The lower case that follows separates mapping units having names Beginning of the Monon Trci/ connection, the first ha/f of the trail (to the southwest passes through of earthwork disturbing activities. that begin with the same letter, except that it does not separate sloping or eroded phases. The second capital letter indicates c variety of /onduse areas - cemetery, offic%ommercio//retai/, and public works. The second ho/f of the the class of slope. Symbols without a slope letter are those with a slope range of 0 to 2 percent, or they are for miscellaneous trail (to the northeast) passes through areas bordered by public roods and mixed density residential At 73. Material handling and spill prevention plan areas with considerable range of slope. A final number, 2 or 3, in the symbol indicates that the soil is eroded or severely 14607 Street and to the north the project area borders commercio//retci/. It is anticipated that cpsha/t paving moterio/s, concrete, stone, and wooden fencing will be present on eroded respectively. site. All moterio/s should be stored a minimum of 325 feet from Trail Creek. Any spill of material that 76. Construction Limits could get into storm water runoff shall be cleaned up immediate/y. See P/an & Profiles, Sheet No. 16 thru 29. SYMBOL NAME 74. Monitoring and maintenance guidelines for each proposed stormwater qua/ity measure. 77 Identification of existing vegetative cover See Erosion Control Details, Sheets 13 and 14. The owner or a representative of the owner shall Br Brookston silty clay loam The project site traverses both natural and developed areas. In the natural areas, vegetation consists inspect all erosion control measures weekly or within 24 hours of any significant storm event to make sure CrA Crosby silt loam, 0 to 3 percent slopes mainly of turf and wood/and, including streambank vegetation. that they are installed properly and have not become faulty. 78. Soi/s map including soi/ descriptions and /imitations 75, Erosion & Sediment control specifi"cations for 1ndividuo/ bui lding lots. FnA Fox loam, 0 to 2 percent slopes Fn82 Fox foam, 2 to 6 percent slopes, eroded See this sheet. There are no /imitations associated with the proposed trail uses NA FxC3 Fox clay loam, 8 to 18 percent slopes, severely eroded RULE 5 CHECKLIST - Section r✓:' 79. Locations, size and dimensions of proposed stormwater systems t.g pipes swa/es, and choose/t Ge Genesee silt loam There w/// be severa/ pipes and forested wet/and swa/e added. See .Plan & Profile sheets, Sheet No 16 stormwater Pollution Prevention Plan-Post Construction Comoonen thru 29. HeF Hennepin loam, 18 to 50 percent slopes I. Description of pollutants and their sources associated with the proposed land use. Ho Houghton muck 20. Plans for an off-site construction activities associated with this The intended uses of trail will generate some trash usage which could lead to littering and seepage of y protect (sewer/water tie-ins) waste moterio/. Some pollutants could come from maintence vehicle traffic on the trail. (b MmA Miami silt loam, 0 to Z percent slopes There will not be any off site construction activity. MmB2 Miami silt loam, 2 to 6 percent slopes, eroded Sequence describing ng stormwater quality measure implementation. MmC2 Miami silt loam, 6 to 12 percent slopes, eroded 27. Locations of proposed soil stockpi/es and/or borrow di -"disposal areas stormwater quo/ity measurements will be implemented as part of the construction activities and will be MmD2 Miami silt loam, 12 to 18 percent slopes, eroded It is not ont/cipoted that any temporary soil stockpile area is needed in for this project. Soi/ will in /ace b the end of construction activities. Q MoC3 Miami clay foam, 6 to 12 percent slopes, severely eroded shalt be hauled off-site to a commercially operated foci/ity for proper disposal place MoD3 Miami clay loam, 12 to 18 percent slopes, severely eroded MxA Milton Variant silt loam, 0 to 2 percent slopes 3. Description of proposed post construction stoomwater quality measures 0 22. Existing site topography at an interval appropriate to indicate drainage patterns See Erosion Contra/ P/on, Sheet No. 10 thru 15. (how these measures wi/l reduce discharge of expected pollutants). Nr1A Nineveh Loam, a to 2 percent slopes This phase of construction will add 5 trash receptacles o// in close proximity to each new intended 23 Proposed fin a/ to o ra h at an interval a ro riate to indicate drama e patterns use. Each trash receptacle will contain a liner to prevent any extra seepage of waste moterio% The OcA Ockiey silt loam, 0 to 2 percent slopes p P g p Y pp P g P OcB2 Ockley silt loam, 2 to 6 percent slopes, eroded See Erosion Control P/on, Sheet No 10 thru 15. landscaping buffer adjacent to Danbury Estates will be turned into o forested vegetated swa/e with a Or Orthents minima/ slop e. The trees & p/ants in this swa/e will help to capture and filter out pollutants before they are released into Coo/ Creek. Pa Palms muck � Pn Patton silty clay loam 4. Location, dimensions, specifications, and construction details of each stormwater quality measure. Ps Patton silty clay loam, limestone substratum See attached Specifications & /NDOT Standard Drawings. U Pt Pits 5. Description of maintenance guidelines for post construction stormwater quality measures. a Ra Randolph Variant silt loam The city parks department will empty trash receptacles at regularly scheduled interva/s. The vegetated Ro Ross loam swa/e will be monitored for accumulation of excess debris or po//u toots. Sh ould any occur then they will Sh Shoats silt loam be removed. St Sleeth {lam CITY OF CARMEL � sx Sloan silty clay loam, sandy substratum RECOMMENDED CITY �C'�LE FILE � FOR APPROVAL: COOL CREEK TRAIL ° We Whitaker loam y - - - SOILS MAP 1 Q We- Westland silty clay loam VERTICAL SCALE DESIGNATION c` DESIGN ENGINEER DATE IRE DWT SURVEY BOOK SHEET DESIGNED: DRAWN:��'N: 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _ - INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 336 I OIi ( I O 317 713-4615 219 769-2333 CHECKED: - JCZ - CHECKED: JRE FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 CONTRACT PROJECT f _ I Sec. 24, T 18 N., R.3 E. II III Sta. 124-33.39 'A " I I III P.1. Sta. 124-33.39 'PR-A " I- C/ay To wnship w \\ mi on oun y P. T Sta. 124-5755 PR-A a �===75=RCP ______________ � (No Curve Run) - - _ 1 I► J -- Str. No. 2 , F ; C. . 124-10. PR- f ---- 7 ------- s r Sta' \ --------------- ------- -------- - -- ---------------------------------- _ \ — - - - - r — - ------ ----- — ---- -- — — I I + ] — — — — — - -— --- — — T � F u 1 9 O — - I � F \\ _z_ --- - _-- -- ---- -- II F - F F � ltlo. 3 - F Str. F F F F I i i J i d F ' I , \ -- 5E-GIN PROJECT P. O. T Sta. 104-31. 97 I 41. 08) P. O. T. 104-J2-86 'PR-A " _ y - : --- M1 — No te: EROS/ON CONTROL S YMSOL LEGEND 1. Staging Areas Have Been Shown. Contractor Shall Subml•t An E CB Erosion Control B/anket Temporary Grave/ Entrance Erose on Off-site Plan if An Off-ste Area is Chosen For Storage And Staging Of The Protect. sB Sond Bag sF srt Fence =r PS Permanent Seeding IP /n/et Protection 2 Contractor Shall Submit A Plan Sheet Denoting All Concrete ____ Constructon emits Rock Check Dom Washout Areas Prior To Rough Grading. Sec. 19, T. 18 N, R.4 E. Se /n Pro ect Exce tion P.R. C. Sta. 224-35. 72 'A " P-1 Sta. 224-49.83 'A " s' P. O. T Sta. 21*29.22 A I I = 31 °3034" L t. ' C/ay To wnship „ I I P. O. T. Sta. 25*25.24 A I P./. Sta. 224-22.55 ",4 " PARK PLACE MOTORS ► I - Hami lton Coun ty n -- I I I I 0 = 30°58 28" R t. �- ----------- TIERS II j�l � ,. � I I I P. C. Sta. 234-50. 80 A , v u` F �a r�n Exce tion vll I I P. C. Sta. 224-08. 69 A P. O. T. Sta. 21*29.22 A I � cyI I III I�I �I i I mo- Pa-T. - 25*25.24 ,A III I I; I I '� I � I P. T Sta. 24-63.22 A s„ Ptrc_._ I I ✓ � __ � Aw I I 1 " JL L I i \mac ..... I -- __ _ 24 _P VC P. T s to. 244-17 69 A LL ---- / P / S a2389 t7. ° 4- Y = 28 48'52 L o F , i, 17 Sec. 19, . 4 E h T 18 � I IW , I s p Flap Cloy Town hi p Qvi Hami/ton ty I COUn s I s Y I° a. , i / .. ;J` �x rl `3 � f G / i , s P . RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE FILE FOR COOL CREEK TRAIL 30' o FOR APPROVAL: I '� - o - _ - -- - - - - - - - VERTIC'AL SCALE DESIGNATION DESIGN ENGINEER DATE EROSION CONTROL PLAN - DESIGNED: — JRE — DRAW : DIVT- _ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G Si F�`'E� BU�� SIII�LT r �. MERRILLVILLE, IN. 46410 3 36 INDIANAPOLIS, IN. 46240 Q 11 OF � I 317 713-4615 219 769-2333 77 T CONTRACT PROJECT CHECKED: -- J�Z CHECKED. J�+Z FAX 317 713-4616 n FAX 219 769-2377 Butler Fairma Stufert rf F N I N F F R S iMY W I I I I I I I I I I I I I I I -fi P. C. Sta. ,32f 6 9. 98 'A " r P. T. Sta. 29*48.20 'A " \ P./. Sta. 28*14. 71 'PR-1 " rl` /� . _ \ _ �� P./. Sto. 32f 42.25 'A " = 28 33 53 Rt. 79 03 52 P ,A „ C Sta. 28�-00. 77 co e P. C. Sta. 27f 63.80 'PR-1 " P./. Sta. 28f 75. 47 D = 22'4950" \ - \� _0- _ C ' -P T. Sta. 26f 97 7 _ \ 1cb 2 98 :4 0 U -- 0 - --- - - - \ -_ - - - J- -- f82 F z ' �� --may - _ - '-`- rt' -� - ° P. t8" vcP P.R. C. Sta. 28-7L65 51 'F'R-1 48 "< / _ v c P. Sta. 26f 3 = ' ' v /. 2. 43 D 87 4008 g I (No Curve Run) - 1 P./. Sta. 29f 48. 55 'PR-1 " L = 57 39 28 \ P. C. Sta. 25-7L66.8,3 � a P. T. Sta. 29f 09.50 'PR-1 " r - : f_ End Po vin Exce tion ,{ y P./. Sta. 28f 86. 92 'PR-1 " f, P O. T. Sta. 21-{-29.22 'A " T. 18 N. R. 4 E. Sec. 19, = 26 21 '16" L . P. O. T. Sta. 25{25.24 'A " t Cloy Township (No Cur ve Run) Hami lton County Note: EROS/ON CONTROL SYMSOL LEGEND 7. Staging Areas Have Been Shown, Contractor Shall Submit An Eros/On Control Plan If An Off-s/te Area Is Chosen For F//_�] ECB Erosion Control Blanket Temporary Grave/ Entrance Storage And Staging Of The Project. se Sand sag sF Si/t Fence I� PS IP 2. Contractor Shall Submit A P/c/7 Permanent Seeding Inlet Protection Sheet Denoting A// Concrete __ -- Construction Limits Rock Check Dam l�l/ashout Areas Prior To Rough Grading. , P. C. Sta. 33f 07.21 'PR-1 " P. C. Sta. 35f 14. 18 'PR-1 " \ ., ,. I ' � __12 FRCP--- P. Sta. 35-f-79. 12 'PR- 1 » P. T Sta. 34{97. 73 PR-1 - - T=---=__- -\ \ 0 - 726* 07' 42" Rt. - P./. Sta. 34 f 73. 75 'PR-1 " dL \ � _ 11 � D 61 ' 44' 24"' Lt. - P. C_Sta. 34*43.86 PR-1 P. C. Sta. 274 63.80 'PR-1 " �, �� n -- ---- `` a. � - �� „ ,.3 f 00. 69 PR-1 . A P./. Sta. 28*14. 71 PR 1 T \ = x. \\ 28 33 53 Rt. r ={ ?l Sta. 33f 56.25 'PR-1 P. T Sta. 35 86. 82 PR=1 II � \' Curve Run � I ' � � � � ,, � , 42%'50 Rt. d` / Q 50 i f - - \ -# 12 f 7 L /��\\ rn V - - - - , _ ____ - 35 / ° - t f w P.R. C. Sta 28� 351 P -1 - - : i 1 Y r N *82 - - _ - 10, y:°_Z O��`�t `, y �, I'. ,III I I I � F I, , � I 0 � P-1 Sta. 28f 86. 92 ---fi- „ P. L = 26' 21 16 L t. - Al G 1` P. T. Sta. 29f 09.50 'PR-1 " `�� ' �, I I F a �� - P. Sta. 31 f 36. 11 20 PR-1 , I (. P. Sta. 29-�-48.55 'PR-1 ' = 26' 41 ' 14 t " L . l - � (b „ � .iii i - �'�_�__ LL D 57' 39' 28 L t. : , 1 .:._4 11 1, (No Cur ve Runk - ' P. C. Sta. 37f 37. 12 PR-4 PC Sta 30f 96 34 'PR f 09 �, /. eta. 37f 74. 92 'PR-4 ' I ICI -� J RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE FILE FOR APPROVAL:�L: --- -- - - -- -- - ' COOL CREEK TRAIL I �o 0 �I VERTICAL S'C'ALE r �t ENGINEER DESIGNATION . 1 Q 1 ��I'I�)1� I 0 D ESIGN LNC�rnELR I�ATL EROSION CONTROL PLAN f48 � �. A1\1 g �i r - - - i �, I I Wl- D ESIGNER: _ JRE DWT SI-;R�' ' -- DR Ati'V N : 8450 WESTFIELD BLVD., SUITE 300 R�T B��h SHEET I 509 WEST 84TH DRIVE, SUITE G /� MERRILLVILLE, IN. 46410 336 �- '' � � 1' I � II I I �: 'I I� - -- -- -- - INDIANAPOLIS. IN. 46240 l.� 1�� I' ! I C 317 713-4615 219 769-2333 CHECKED: - JCZ 7�EChE D: � Butler airman Seufert CZ FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT � _ - C111 _ F W I I I I I I I I I I i I I I I Sta. 37f 37. 12 'PR-4 " Sec4 E I ___. - ,,- - . 19, T. 18 N., R. -- - -- COOL CREEK t h ";OR-4" \ -- /. ta. 37f 74. 92 Cloy To wnship , ,653 29t 44_� Hcmi/ton County t. p - - - - � r P. . S 4 f - -- - - _ a �' 0 �9.34, - �, — Cf t _ , ✓ I ■ �, _ , = 1 rt �� - _ r X5. 05 iA ... /(' ✓ i. / /i. / 4,.... � .'.. .. _.. .! '..e,.. `-.... \ '°m_..:+, ',., ;. . ,•: mil—. . :' ;+. // - ✓� 6 / f : P C, S to 40f 05. 49 PR ��'�gt Pa vrnq Y �., 22, - 91 \ 0 I Sta. 38f 62. 48 PR - -� 20 Sta. J-9-1-02.26 r T Sta. J9 7L 00. 0o P r - --- ---- - �._-- - II � See Sh t. 30 For Dem oli tion Pd RCP ; �!_� — �; I ✓2 i - — �-'4- P. T Sta: 39 f 44. 17 PR-1 ,. • -- _ -I-+ i� P. Sta. 43f 04. 99 'PR 1" �` --� - �— _ -� - 1 ---- - - Y P./. St4 39f 35. 61 PR 88° 434» FjL ;\ r \o Curve tt \\ P-1 ecS'ta. 38f 70. 13 'PR- �, _ ,. End Paving Exception I — o D - 93' 47 33 L t. 39*2 0 T Sta P. . . 5.55 PR-1 (No Curve Run) P , 4 �\ P/. Sto. 43f 89. � P./. Sta. JS-k70. 13 'PR-4 " P. C. Sta. 39f20. 91 'PR-1 " \ \ 0 = 31 ° 3�' 17;' L (No Curve Run) P. T. Sta. 44-1-70. 12 'PR-1 " Note.- EROS/ON CONTROL S YMSOL L EGLND �. Staging Areas Have Been Shown. Contractor Shall Submit An ErOs/On Control Pion if An Off-site Area is Chosen For F//7 ECB Erosion Control Blanket Temporary Grave/ Entrance Storage And Staging Of The Protect. sg sand sag sF si/t Fence E. j PS Permanent Seeding IP In Protection 2. Contractor Shall Submit A Plan Sheet Denoting All Concrete W in onstructo Limits Rack check Dom ashout Areas Prior To Rough Grading. C COOL CREE* , Y 56-c. 4 E ay ,= _ C/ Towns hip Hami lton Coun ty 7 ' » n P. T. Sta. 52. 47.2 PR 1 . . Stu. 51 f 90. 61 PR-1 0 57 13 38" -- fi I P C. Sta 51 f22 42 R 1 - I CO a rt : N -V _ , _ N Sta. -1 51.87 - Q FF 53 PR 1 3 Cn pb Sta. 50f 75. 64 P-1 Sta. 54f 19.85 'PR-1 " : P./. Sta. 50-1-98. 12 PR-1 Q) x X Sta. 48f 63.83 'PR-1 " 12° 4 " t �, = Y IL X, _ \ Sta. 48*99. 76 'PR-1 " P. T Sta. 51(20. 41 r- Ih A = 04' 06' 57" L t. F T. Sta. 49-1-35. 67 'PR-1 " ;I Sec. 19, T. 18 N., R.4 E. � ,II Cloy Township - - Hamilton Count RECOMMENDED CITY OF CARMEL IIORIZONTAL SCALE NILE FOR APPROVAL: _ COOL CREEK TRAIL 1 " - `30' VERTICAL SCALE DESIGNATION EROSION CONTROL PLAN n� Q DESIGN ENGINEER DATE ---- - sos w -+ DESIGNED: JRE DRAWN: DW'1 8450 WESTFIELD BLVD., SUITE 300 �tTRVE� BOOK SHEET -" EST 84TH DRIVE, SUITE G 1;3 O� 1 INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 �336 O FAX 713-4615 713- 219 769-2333 7 / FAX 317 713-4616 FAX 219 769-2377 CONTRAC r PROJECT CHECKED: -- J��Z _ CHECKED: Butler Fairman Seufert � W I I 1 I I I I I I i I I i I I I lJ / I P.1. Sta. 544- 19.85 PR- 1 P. T. Sta. 544-84.36 'PR-1 4 Line PR-7" p = 3137'50" Rt. P. C. Sta. 554-21.53 PR P./. Sta. 604-17. 61 4-82 P./. / 10 EQIV Sta. 594-86. 16 ':4 " � � - - 12'56" Rt. _ - _ ; , P. T Sta. 554-59. 72 'PR-1 " (Back) = p = 45V4'08" Rt. • • • � - 72° - 1 A Ahead - P./. Sta. 624-55. 49 PR-5 A P. O. T. Sta. 57�-62.3 .:..._.. . ( .... ) r , 1 : � � • , ". . p 58 42 50 Rt _ - � 12 _ Construction Limits • ° _. , F � � 1 � -- i - A • F h \, ,• - / Sta. 61 f 74. 97 I A --- 644-52 32 - ca -- *4 / s o'er..: J, n / \ 12' / P.I. Sta. 6J+85.5, A P St 604-59 7� A l ----- �� / J ,J 3 . -- - t --- -�- RCP L Limits Construction � �� X : 4-44 67 "A » ! �. ,i� - - Construction Limits 23 4-11 '-,X� , r L i P'�1. Sta. 554-40.86 'PR-1 " �� Construction i n JJ JJ � I � � 56-4-54. 75 A inits 21 53 01 t. / Sto. 614- 19 0 A ,. � � '� � P. C. Sta. 634-14.37 A i 534-10.25 - P. C. Sta P. C. Sea. 604-23. 33 J�i,l � � �= f � i JJ JJ _•� � � ° P T Sta. 624-70.37 A P./. Sta. 554-26. 65 'PR- 1 " P. 0. C. Sta. 60 4- 23. 33 ' -5 JJ 92 - 25 3015" Rt. _ 30 P. T. Sea. 60+70. 71 - P./. -_ . � - Line I J)�_' � �C }, Line PR-5" , S ta.�21, P. C. Sta. 604-96. 12 „\ P�- Sta. Tr24-56. 48- tion L im j Cons ' ( • -' _��p - 7920'16 Lt. T --- - Q) `I �� / � ' � ��° / "PR JJ Sec. 19, T. 18 N., R.4 E. P C Sta. 65+00. 02 -5 C/oy Township - - Hami/ton Coun ty - /_- , P. C. Sta � 624-35. P. C. Sta. 61-4-43. 46 PR ' JJ �� _ P. T Sta. -62-1-84-2 ;; P. C. Sta. 624-21. 74 �P-5" P./. Sta. 614-81. 13 'PR-5" �' � J ,. p = 89:5457 Lt. (No Curve Rr h _ J -� r , Note.- EROS/ON CONTROL SYMBOL LEGEND 7. Staging Areas Have Been Shown. Contractor Shall Submit An � EcB Erosion control Blanket Temporary Grave/ Entrance Erosion Control Plan if An Off-site Area is Chosen For se Sand Bag sF Silt Fence Storage And Staging Of The Project. [T.J FS Permanent Seeding IP Inlet Protection 2. Contractor Shall Subml*t A Plan Sheet Denoting All Concrete -_-- Construction Limits Rock Check Dam Washout Areas Prior To Rough Grading. P.1. Sta. 704-33. 43 '%1 " ';DR-2" � e ' Q P./. Sta. 70+44.2J " 61 4640 Rt. P. T. Sta. 744-50.56 PR-2 Sec. 19, T. 18 N., R. 4 E. p = 52 32 05 Rt. I Clay Township G Hami lton Coun ty r 704-81. 43 'A " \ P. T Sta. 6,941 6 704-94. 09 'PR-2" $ r, 6. 05 "PR-2" 11 �p {� P 8. 40 'A C C Sta 724-5 --__ 6 C. Sta. 724- - - _ . P.1. Sta. 66+9766 A �t� - � v v - / P. T. Sta. 724-41.57 R 2' - ° , JJ t I 7634 18 Rt. P- _ T. Sta. 674-52.37 ';4 x -� _ i � --�- _ RCP -_ - --_ - _ --. Sta. 694-16. 93 A -��_ _ y 1 7, a = a 26 4-04 = �� ; =1 �x�,, ,_ ' - 25-4J52"- - 734-84. 47 A d 83 � -' L t. . . Y , p P l Sta., _ 1 71 � <� �_ _ 17' p -=29 4336" L t. ' - - I P / Sta. 7 4- 74 A F _ _-- , - 9,5 -J co ,: r 6, r 4-50 �� ;,- - � �,E; `_,�,_� P. T. Sta. 704-86.57 'PR-2" _ _ - � ;; lJ Lt / �, , , F _ - . k. ___ 1 P l Sta 714- 69 35 PR 2 17 \\ ---�--- � � . , P C. Sta. 9�-91� --,�,---- ' Sta. 684- 13.21 A --- - 28'C� F � -- - - r l -w o 68-4--41. 47 A , - / P. T. Sta. 684-68.29 ';4 " � r P. C. Sta. 694-25.5 =1,RR�2 JJ ' Sta. 664-18. 73 A o rr P./. Sta. 694-4"6,>06' "PR 2" 0 N 23°13'53" ' P.R. C. Sta. 694-73. 61 "4 i P./. Sta. 69+46. 06 "A 11 F � p . ` FILE CITY OF CARMEL IIORIZON'1 AL S('ALE RE('OMMENDED „ I'oR APPROVAL: - COOL CREEK TRAIL VERTWAL 3s('ALE DESIGNATION 1 DESIGN ENGINEER DATE EROSION CONTROL PLAN � JRE W w. 46410 SURVEY BOOK SHEET z 0 Q DESIGNED: DW 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G 336 14 OF 71 C -- DRAWN: --_ ----- INDIANAPOLIS, IN. 46240 Q MERRILLVII I F, FAX 317 713-4616 219 769-2333 CONTRACT PROJEC 317 713-4615 7 �" r FAX 219 769-2377 C'HEChED: - - CIIEChED: 1('L Butler Fairman Scufert 774 31.58 D = 50'04 :27J Rt. P.1. Sta. 77414. 69 'A " � = 3404'11 Rt. P. C. Sta. 81455.51 "A " P. C. Sta. 764 84. 05 'A " +78 P. T. Sta. 774 43.51 ';4 „ » 15 P./. Sta. 824 37.85 A = PR-3 D = 18 42'13" Rt. its 4 82 P. T. Sta. 83418. 73 'A " truction ��r'�' C s P. T. Sta. 75404.85 'A " on = --- - _ F 4 _ Line 'A Line --- i� - - T • � » RCP -- --_ _ --- � � -� �_ _ = Line 24-_- - 417 q - _ _ _ - is 471 �7LP. T Sta. 804 . 48 A - - - {, CtlOn Limb � � � � �, �` 15' N onstru 19 C � Construction Limits 18, � Yi ��.� � : � '_�i� - » u Lin P. 'A (J . 1 Line Sta, 76424. 12 - � _ 'PR-2" Back_... Y �;� � �� 480 �� -.• 24, ,, - _ _- __ F - - 18 P. T. Sta. 784 34. 08 - 14 85 -- ?_0. T. Sta. 7844 J. A (Aheacd> F _ _P. T Sta. 74450.56 'PR-2" - i �� a ' F n tructio n 15' -- a - o s P. C. Sta. 81+J9. 04 R- ---- EON 77'-- 17 4 P. O. T Sta. 83434. 90 'PR-3" Back = P ,,eta. 794 65. 70 ';4 " 4 71 P. O. T. Sta. 834 35.20 'A " (Ahead) P./. Sta. 804 00. 95 'A " = 38 50'15" L t. Note: EROSION CONTROL SYMBOL LEGEND 7. Staging Areas Have Been Shown. Contractor Shall Submit An � EC-B Erosion Control Blanket Temporary Gravel Entrance Erosion Control Plan if An Off-site Area is Chosen For Storage And Staging Of The Protect. sB Sand Bag SF Silt Fence g Permanent Seeding IP Inlet Protection 2. Contractor Shall Submit A Plan Sheet Denoting All Concrete ____ construction Limits Rock Check Dam Washout Areas Prior To Rough Crading. � M I 415 \ ndTr o 'eCt 88+06. A P.1. Sta. 874 70. 93 'A " -1-75 , I Sec. 19, T. 18 N., R.4 E. 2 ` 415 ��roY , D 27°50'19. 00" L t. Cloy Township 16' Hamilton Coun ty P.R. C. S'~�a. 874 60.50 A Construction Limits t �N 423 P. C. Sta. 874 05. „ „ " �. T Sta. 874 14 F F Construction Limits - `� � Line_ 'A " � 2� ----_ - ------ ------ -- h ti - y a r-. 1 Line A " � �� f --- -- F F.,- F f - Y J = ) 14' / F - - - -� P./. Sea. 87436. 01 'A P. C. Sta, 85+05. 94 A D - 63°33 20" L Construction Limits - , P./. Sta. 854 J2. 15 "A Q 0 = 03°13'52" Lt. 0 P. T. Sta. 854 60.34 "A " 0 o N d M� 1 U CITY OF CARMEL HORIZONTAL SCALE FILE RECOMMENDED 1" - 30' FOR APPROVAL: COOL CREEK TRAIL c Q) _ VERTICAL SCALE DESIGNATION - DESIGN ENGINEER DATE EROSION CONTROL PLAN SURVEY BOOK SHEET ^" Q DESIGNED: JRE DST-- - INDIANAPOLIS, IN.B46240SUITE 300 Q ME9RIL69�II84TH N.D464E,OSUITE G CONTRACT r PROJECT Z_ DRAWN: 336 1� OF rl o JC'Z KZ Butler Fairman Scufert FAX 219 769-2377 CHECKED: - FAX 317 713-4616 CHECKED: I I i I I I I 1 I i I I I I I Note.- EROS/ON CONTROL SYMBOL LEGEND 1. Staging Areas Have Been Shown, Contractor Shall Submit An MFE-C-B-1 Erosion Control Blanket Temporary Crave/ Entrance Erosion Control flan If An Off—site Area is Chosen For Storage And Staging Of The Protect. se Sand Bog sF Si/t Fence PS Permanent Seeding IP Inlet Protection 2. Contractor Shall Submit A Plan Sheet Denoting All Concrete ---- construction L mits Rock Check Dam Washout Areas Prior To Rough Grading. u I I I I .0 0 \ } /5" PVC f � o ---- � ,� _ 72 RCP 12 RCP j -- Y , _ ►; III �� ►► E-n C Trai/ Pro e II 146TH STREET �►I - II {{ Sta. 88f 06. 7 1 II III III _ _. II It 0 �,. II II III II �I{ o II \ - �JI CI I II I I X11 . iii It ii - ii f15 f 15 - 17'II P. T Sta. 87f86. 06 ,.A 2 /?CP 1f 16 72 RCP 30eP -- ---- ------ -- — ---- — --------------- ------------- ------ - ---- -------- _ __ _ - - v,_ . .,y: _ F __. — - Q -------- - --- ------- ------ -- --- ---- -----------7L7—/Y-C/5 ------- — -- N _ O _.. - U- -- ~ �,,• O h r � ��'� _... Limits � � >� �-75 Construction Limits; r r, 2 � � � , ` P./. Sta. 87-7L,36. 01 'A " \ `l ! P./. Sta. 87-7L70. 93 A i 27°50'19. 00" L t. r - C Sta 87f 60.50 o RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE FILE FOR APPROVAL ROVAI _ _ COOL CREEK TRAIL j DESIGN ENGINEER DATE EROSION CONTROL PLAN VERTIC_�L SCaLE DESIGNATION �1 SURVEY DOOK SHEET DESIGNED: JRE DRAWN: DWrh 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - INDIANAPOLIS, IN. 46240 Q MERRILLVII I E, IN. 46410 d 317 713-4615 219 769-2333 Z FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT CHECKED: JC'Z CHECKED: JCZ Butler Fairman Seufert Cd -- - - --- - V i i I I I I I I I i I I i I I i � Ql In � m 00 X00 ° � � ZZ j m ) m � mL'Lj _ Qj � � ° 00 O � I� � I� F\ � ^ � NrrO X00 � a o ` � � � rl coco � � ^ �� rr � � 0 � � � SC� �1 � ~ � � � nI � ON � � � N � � N ^ � :Z) O � � � N � � � rrr� cp � � � O Q � O � �"� �r0 o� O � �o � ^ ^ 000 ^ .� ^ � � � � + � � + � O aO O � N � O � — ni O ^ ^ Lf) NN rF � � ^ ^ ^ ^ III N CIA 0000000 ^ ^II ^ ^ ^ ^ ^ ^ ^ ^ � Sec. 24, T. >8 N, R.3 II CARMEL CEME TER Y ASSOC/A T/OlV Clay Township II P.I. Sea. 12f33.39 "A "(No Curve Run) POT Sea. 12*57.55 'A " Homilton County �5" RcP--------- _ - 10' Landscape Buffer „ – - P.1. Sta. 12f34.28 PR-A P. T Sta. 12�-57.55 'PR-A � n \\ D = 27011 '12" Rt. II 10' Landscape QQ _ - BARNES REAL ES TE, LL C. I I -`'- P. C. Sta. 12f 10. 10 'PR-A " Buffer � 0 STRUCTURE No 11 � — (Bitters) II Parking Lot � 0 a Over ro wth � X 28 of 24 Pipe & Q C1 I► o ( 9 � I I �., (Bit. Mot.) �� co X I I� °1 � BM 2 (Grass) 2-PES Required 06 �I �I� \ 20' City Of Carmel U ti/i ty Construction Limits Line "A 481. 06 Mu/ti Purpose Path Easement_ - \\ \ Construction Limits 15 App. Esmt. 2' ___ — — - 15 City Of Carmel ,�� - __---- --- - _ — — __— ---- Variable Width Monon �J _ Utility Easement - - - ---- ----_ — — ---_ — — _------- Trail Easement - - - - — — — � 12 N 88 4 - --- - � --. 1 '36 — - P. Es 0 — - - — 2 A K Line - _ - - 5 E t (6 Stran ds Smooth Wire) J - - 1 0 _ r-, - �r _-- - K Temp. sm App. �= ----_-- Temp.- Esmt Construction Limits 70 _ --- 4 00 ��' 15' City Of Carmel 5,'� „ 'j � X 1 2 _ _ - --- _- STRUCTURE No 12 (b �� r ,, Line "PR-A " �� Utility Easement Line � r �" ,2� *50 _- (Wooded) 5' of 15' Pipe & - - —-- 1-PES Required - Z 1 L �P O K X00%� + ��r c BARNES REAL ESTA TE, LL C. � 1 V -Y DESCRIBED \ C ,/ (overgrowth) ALL R W &' SUR � (Bitters) - - � - - / O f 77 5� (0 vergro w th) - -- - -- - -- - ;. h XHOMES °' C/ �� CEN TS - ';q " UNLESS OTHERWISE FROM LINE �� NOTED ° - w DRAIN�� r; c �G R �'� A ApA BEGIN PROJECT STRUCTURE No. 10 I Q) �� .R• MORRO V P. O. T Sta. lOf 31. 97 'A " _ 87' o f 24 " Pipe do o - . ` � � A � � _,, ;may � R LEPPERT MORTUARY & � u / 2-PE-5 Required �. (wooded) _ APP' CREW TORY SER h/CES, INC. P. O. T Sea, 10f32 86 'PR-A " �, �, -`'� __ _ r- Begin Pa vrng Exception a �`� �'(�41. 08) .- vrn Exception \ �' --- - - LC GEN L ASPHAL T PA VEMENT End Pa 65 SPEC/AL PA VEMENT' >10#/SYS HMA, TYPE A, SURFA CE, 9.5mm g 'PR-A „ � �\ Sea. 70-1-61. 71 o o m o o �' m ` m o o © 6" PCC FOR DRl VEWA YS 330#IS YS HMA, TYPE A, IN TERMEDIA TE, 19.Omm o o 0 o ZT o o o 4" COMPACTED A GGREGA TE BASE, No. 53 6" COMPACTED A GGREGA TE BA �E, No. 53 � CURVE DATA ° � � o � � a � � � o ° ° o ° ^ ° ° � � � `� � ^ � n � � o � � ^ � � 3" CRUSHED LIMESTONE FOR SHOULDER 4- ° � � o � � SEED MIXTURE, `4 » � � Sta. 12f34.28 PR-A X000 ' � � � � � � n � o, � � � � `° � � � 6 COMPACTED AGGREGATE BASE, No. ^ ° � � � 0 � � � 0 "CN , � � ^ ^ � � � ^ `D ^ 00 ' `� MODULAR BLOCK RETAIN/NG WALL N � ? o, o � °j � �, 4=27°11 '12" Re. °� � �' � � ° � � ^ �K ASPHALT TRAIL. � � � � � � "I-- R= 100.00 ' � � o � � � �r � �ro � pro o, N � o � � � � � 110#1S YS HMA, TYPE A, SURFACE, 9. mm ROLLED CURB � �, °j � � � T- 24. 18 � ,� � � � ^ � ^ ^ � � o � o ^ a, o ^ � � � 220 ,41S YS HMA, TYPE A, INTERNED/ATE, 19.Omm L= 47. 45 + � + � � � � � � � � � � � o �° � '� ` � `� `� `� `� � 5" COMPACTED AGGREGATESASE, No. 53 S SEA T WALL � � ' S. W. Flan e Bolt F.H., Chis. X � � � + � � � � � � � E= 2.88 ^ ^ ^ ^ ^ Vl STA = 175 PVl STA = f BM#2-E1.814. 68 -q 00000000000 Vl STA = 15*2 12' 'A " 17. 12' Lt. ^ ^ ^ ^ " ^ ^ ^ ^ ^ ^ Vl STA = 13f5 V/ ELEV = 809. 9 PVl ELL = 810.65 Sto. 114-00. 16 7 Vl ELEV = 811.5 Vl ELEV = 809.6 O VC = 150. 00' O VC = 100. 00' VC = 7 00 840 VC = 100. 00' 340 -0" Wood ailing (L ft) 250 0 " Wood Railing Righ t 8l�� II 50'-0" Wood R iling R ht) 830 J f 76 0 � N Elev87. 71 ' � 830 0 009 Pro fi/ Grade II II II II � 8 WE/e v 08.24 ' 0 0 82 L,7 810 -3. 909' 1. 9q a 4- El v 805. 7 is inq a e f81 ^ Ele v 80 . 90' 0 800 0 � � O O ,^ Od � � app � � v O N o0 ^cx� °0 op CQ 17*00 00 18+00 °� 15-k00 16f00 13+00 14+00 CITY OF CARMEL HORIZONTAL SCAI E FILE 12+00 — 10f 00 11+00 RECOMMENDED 1 „ _ 30' o COOL CREEK TRAIL VERTI( AL SCAI E DESIGNATION FOR APPROVAL: 1„ - i0' �. -- -- _— PLAN 8c PROFILE LINE "A" Bc "PR—A' – 0 DESIGN ENGINEER DATE SKEET , SZ�R�'E�� BOOK O 1�'E 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �3� 1( OF 7 1 I DESIGNED: _ JRE_ DRAWN ----- -- INDIANAPOLIS. IN. 46240 Q 219769-2333 LV IN. 46410 19 76 - CONTRACT PROJECT �, 317 713-4615 FAX 219 769-2377 �^ Q JCZ FAX 317 713-4616 Butler Fairma- Seufert CHECKED: RIZ CHECKED: F - - - - -- 0 NN N 15 RCP Comm. 61d Esm t. —0017 App -cp 24 P VC 7177-77 ' 121 N 8,545'17 E D TemP- _j (C—StI7.)'/ // - - - ' Esm t. Q. NO TED _qrowth & Wet Area) (FlaD Got TRUS TEE CURVE DA TA n AIL SARNLS lb Q� 7711 z OR,A OL J GO LEGAL LEGEND MORRO '' Av. CUR Vf DATA CUR Vf DATA J.R. Ll Low Steel��l �A J-) _t__11 SPECIAL PA VEMEN T- f Z ?, r Ile' P. Stc. 22*4_9. 72 '� No. 5j 1 820 Pro fl,le GrGde V) 800 _19r lye 204 21*00 0/7:( L/ its � VERTICAL S('ALE DESIGNATION DESIGN ENGINEER DATE PLAN & PROFILE LINE A __J1 I " = 10' DESIGNED: -JRE---,-- DRAffN: DWI' 8450 WESTFIELD BLVD., j EY DO K SHEET SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 18 317 713-4615 219 769-2333 10Fj 71 ' . . . . . . . . . . . . . . . c (b Q) Q) Q) Q) 'T Q) Q� -zi cr) 2t - :� Z) :�) Q� _?�) Q� Q L'j LJ C)� LJ cl� Q) L'J Q� L"J C�, Lj �i Lj 6 6 �t_ C)� Q_ ��I__ (� Q) Q) 4j L�j cj�j 000 1�) - :�) CURVE DATA "I- Op L-() N N �c) 1,) N, q3 3) Llj L, 6 L, L, Cr) N n 13) 1�) N -I- Lf-) % I< rD� L_Lj Llj N "q- Q-) Llj Llj Q) Q3 Sta. 32f42.25 N) N Q) N P.I. "I- N N N ": N 4) ',1- (4�) L�_) Q\A -I- Lq Q-) �0 Q6 Q� �6 Q%� (�) � -,,- `�, � -,q- c'�) -) -) -) C)� '14- Nl_ Q) Q�) ',I- N O� QQ)N N N N N Q�) cri 4= 79°0352 Lt. N Q) (Dcj cxj cxj QQ N Q�� % *�� 6 rQ L,) R= 50.00 q I- ' � 0 (3 \ � �z ) % ) � N 0 Q N % ) NI T= 4 1.26 q Q N N Q \ N Z Q 3 v N 3) Q 6 � v 3) QQ6 Q fj N I- N N 3N 6 - - QQ) Q N N q N Q Q N L 69.00' N Q,- Iv 13) Q I- q- "4- QN \ IL) N N 3 _ "- cz � ) � Q � Q �* * * * * * * * * * * * * * * * E= 14.83 I ) 3Vc t C/ Lire QQ1N " \ 1 \ 1QN \ QCN N6C6 6 \ N \ 1N N \ Q N C \ 1 \ C \ N -4 CURVE DA TA CURVE DA TA CURVE DA TA FORESTS /-AND HOLDINGS, LL STRUCTURE No 15 P. T Sta. J2-�-6_9. 98 '�4 G. Inlet Type R-Ij W/ ROBERT -7L 14. 71 P/1? SPARK PLACE CE IVO TORS) IS" 0 P T(*69. 98) SU TZ_f R, TRUST P.I 51c. 26f 32 P. Sta. 284-75. 4 7 2.4J P. Sta. 28 1 58' of 18"' Pipe & A 09'2,9 'J,9 Lt. 28'3353"Rt. A=2249 `50 Rt. PG41�7g �0 t 790.00' R=200.00' R= 370.00' (Sit. "at.) I-PE-S Required TrC17 Esm t T= 65. 60 Temp. f-sm T= 50-9 1 T= 74. 71 P.I Sta. 28* 14. 71 'PR-I P.I Sta. 32*42.25 '%4 L_= l .91 L= 99. 71 ' L= 7474J' E= 6.is' E= 747 L =- 28 33'53" Rt. J5' 79'OJ'52" ::�� I PC Sta. 28f 00. 77 '�4 P. T Sta. 29*48.20 '�4 ' Qd I P, 7 P. C. Sta. 27*6J.80 6 f 42 / � � � �'co �-�q � / IF(JO. 74 F(J2.2 9 III PP• AA149. I I � / � ��\ FGrk/�7_q Z-Ot P.I Sta. 28*75. 47 �4 ;OR-I" To Be Constructed *94 Temp. E-sm t. (Sit. MG t. ------------- 62 A ___ 22*49'50 Re. *72 App- IT Parking t Line lf(J58J) Le '�4 " (Bit. mat.) v OF CA RMa ...... 'End Paving Exception Cl Tt Sta. 29-7L65. 57 BM El 812.52' P. (over wth)-,- gro T Sta. 26*9774 1A '1 App /T -- - P. C. Sta. 32,L 00. 98 '�4 orl L I'M/ - - - - -- �v 0 0 1, ___--- s ti 7c? Alt, Wo T_ L in CITY OF CARME Line ge C01755�1 72' -------------- (Grass) z/�7 cc. 2 j Ak '�4 To _4 Q) --------------------- 7 P.R. C. Sta. 28f63.. 51 ';OR- (Wooded) Vcq ------77-- - - i� I *` - - i :::'I" - ---- .--____ ---------------------------- 2' Lirrl't (c- Cellular Tower 0 ----------------------------------- A%- 1B ruc tion Const Water Treatment PIC17t L = 87*40'08" c P./. Sta. 26-(32.43 'A 0 P. Sea. 29f 48.55 ';OR-I (No Curve Run) : Z�, = 09 _29 39 L t. C-1 41 L = 57:3 :28 L t. 12 (No Cur ve Run) (Grass) P. C. Sta. 25-7L 66.Sj 'A Begin PC Vl'17 g EXC6 CUR Vf- DATA stc. 29-f 31. 59 PR-1 P.I Sta. 28-/-86.92 'PR- I P. T Sta. 29-7L 09.50 '�DR-I Sec. 19, T18N., R. 4 E A=26'21 '76"�t. P. Sta. 28*86-92 ';DR-1 " SURVEY VEY, Cloy Township R= 100.00 AZ_� RIW�l DESCR14?f D P. O. T Sta. 25*25.24 ';4 T= 2J.41 ' Hamilton Coun ty FROM IN A UNLESS OTI�fRWISE 0 C)� L 26 206 t. L= 46. 00' c� c� (Area Under C� C,� 1:� Z� Q) NOTED QL, Q) �j �) I< Cj F 2, 70' L-� " Construction) N-) Ll� �j Q �;. 11� N: 1-1: T Ix c,) N Q, Q) ()o LEGEND �_) �_) C�_ Q, C'\A N C�_ (S CQ U) N N CQ C)� Q� Q) SPECIAL PA VEMENT Q� Q: Q, Q) 6 4� C3 @ Q A SPHAL T PA VEIVENT �6 �Ii I- 1� (J-) co ,� Q-) 6 PCC FOR DRI VEWA K5 Q) I- CK) L-6 Llj Q) 1�_ 1:�) Q) I< 4 COMPA C TED A GGREGA TLc- 9A,5E, No. 53 110,fISKS HMA, TYPE A, SURFACE, g5m,-n Q\\j Q) N N N �c) N Nn Q� N N N Q ()�) �z Q�) n n N J" CRUSHED �IIVESTONE f-01? SHOUI-D,511? J-30ZIS YS HYA, TYPE A, IN TERMEDIA TE, 19.0 m 0� cx� Q�) -q- m n (�T ) Qt) ,I- C)�) n 'I- Lf) N 'N Q) 0) Q) - 2 N N N 'N 0) q- (Z)N n Q,\j C,�C() �z N (3) �'\I 13) c�N N (�) � N N Q) Q') Lf) L-(),-) L�6 I) Q)�0 N N N n Q,) �z Q) N Q�) �6 N Q,) N cl) COUPA C TED A GGRL-GA TE SA SE, No. 53 6 COMPA C TED A GGI?,-GA TF SA SE, No. 5,3 'q- �c) 4) N N N Q�) QP) (��) C)� (R) N N N N Q)Qr) N NOcj N 0(� Q-) 1�) �o on N �z N _ % Qzc % z �� N 0) N cj) , -i- (:��) n 1,�) 17j) 1) cx� Q) � (3) cx� Q� 'N3 N oo N 1:�, ASPHALT TRA ,91VI��4-EI.812.52 Top Center Solt F.H. Q) Q�) N CXJ _ cc)\ 1�) � , �N - � 0� 13) LNC) N Q) N N 0� CK) Q) N N N N cq cxj o,� Q) (z) 4-) (f) lx� I- �c) Q�) I`\ "I- � - A, SURFACE, 9.5m m Lc) ,� \ - 'N �Z ':Z) ) � N N IN4 C)6 cx� 0) Q) N ck� 0�) Q) N N N N cxj I I 0,�VIS YS HYA, TYPE Sta. 31f23.347 14. 10' Lt. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * CX3 0� CX3 Q) Q) Q) Q) Q) Lf) IVODU�Al? B�OCK RETAINING WALL % N � 6) 220;3�KIS KS HMA, TYPE- A, IN 7ERMEDIA TE, 1,9.Om ln - - - - - - - 5 COMPACTED TED A GGREGA TE 8ASE, No. 5j 1?01_LED CURB END PV1 STA = 27-1-5G P V1 S 7A = 28*50 Pa n9 P V1 ST JO 30 PR011F(,_T EXCER TION � Vl EL F V = 803.5 5 PV1 ELEV = 810.2,5 1 -0 E_xce tion PV/ EL = 801716 Stc. 21 29.22 to 2 J�z VC 75. 00' VC 75. 00' VC - 60. 00 25. 5.24 ' 830 L-C) lz) Lf) Lf) 830 � � _820 II 820 Profixe ("rade Q_ 1118 Q_ 0,- 6: 10 0. 4 010" Q) - ------ 810 _ 2 4,, =,22 (b Z LI) 0600 "' 105J-0 Wood RGI�,n_q (R/�71?0 Existing Grade 6� N 790 Q) _ N X 1790 Li) N Q) cy� (b � Q) Q) 01) 46 Q) Q) CX3 cx� C�) Q3 0Q) 0�3 j ck� 25*00 26*00 27-1-00 28*00 29*00 30f 00 31*00 Q) RECOMMENDED CITY OF CARMEL 110RIZONTAj�SCALE S FILE FOR APPRON"Al.: COOL CREEK TRAIL 1 , L SCALE DESIGNATION DESIGN ENGINEER DA 99 VERTICTE PLAN & PROFILE LINE I " A= . 10' JRE DIVT SURVEY BOOK SHEET "o DESIGNED: DRAWN: 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVIIIE, IN. 46410 19 OF 7 1 317 713-4615 219 769-2333 CHECKED: JCZ (11 E CK E D JCZ FAX 317 713-4616 Butler Fairman Scfert FAX 219 769-2377 CONTRACT PROJECT Q vV UU UUU C � lb 0 0 0 0 0 ° L vw � OO , ° 0 0 0 0 0 O o 0 0 �Ri � �iQ ° c � ° o � � � L i i O ` � O X00 iC� o � �, � � a o � 000 0 0 00 � , c c � , o ; o i � � � c � v �` ENO , 00 � o � , Z c Q 0 0 O o o � � � Q) � � � 0 c o 00 c 00 � NO � ) �Noh ^ co o� �'� �0 ^ O � �t �o �o � aO ^ ^ ^ W �u I� 'I- Q) � Ol� c� d � � N� � �h � � h � 0 � �")N � � � 0Lf, � �� O � � � ^ '_ I- ^ mil CO 0 � � ^ QJ � Q ^ � CF �J O % ^7 O QO OHO ^ O � � � � � � ^ � o � N � � � Ov � QoO � O � �oni � � � � O� � ni � �cj � I� niO � � � O � � � O � O � � O � Q � � � �o � �? hN ��o N � � O � � � � � � �O � � �o O O ^ � � ON �r � �r � �o �o rr �r rrN � � ni � � � � � � r\ � � � � "� �� O � � � "� "� N ^ Oo N � ^ h "� ni � � � � � ) � �j � � `° 'o � ni cow OQOQ � � n � 00 � � cn � � � er ` � � � "� � �� ^ ^ � ) O � ^° o� c� cb 7N � � N 7 ^ ^ N ^ � ^ ^ ^ �� I�ON N ^ ^ c� � COn1Ch � �OQ� � � n �1O � � � ^ ^ O � cpcp�0 � �1 ^ � ^ OCp ^ _ JIB Ch r} �O nl �� ^ � � ^ � � N � � � ch01� "� <h � � ^ ^ O� �1C0 � � ^ "� O O 00 SCI �N- O � N O) ^ Cp � rr � ^ "70 � � O � �oc)O �ol� � � a� �o % �0 � �o � l� � ^ NO �� N � � � � r\ � � ^ � N � h � � rr � �rcn ) �00 ^ � O �c� o� �O �r � "� � O � � h 7N � � N �o �o �rnl ^ O "� �r "� �C) o N (o � N N ^ � � 0 � � ^ ^ �^ K � � ^ � ^ "� "� ^ cv �o1� � 0 N � �d � � Qy)Q-) mini �� rr � � � 0 � � � �ni� � � � � � � � cp °j � � � nini O � � Oni � ni � � � ) � � � � � � � � � 0 aO � � � � � h of � �� v_ � � � o � O � � �c � �o � � � O rroaO � mo� � � OO �� h �o �o � � �"� � "� � rh � �h � �� D � � � I� � � QJ ^ 7 "�� ^ � � � � 00 � �o � � � O Q O OOOO � � NN � �b �b ^ ^ ^ r� ) � � �Q) 000 " � �h � ' �rrrrr �h �rrt � � � O � N � N � � � � � � � N � nIN � N � N � N �"� "� "� "� � "� "� �r �rrrrr rrrrrrrrrr �r �rrrrrrrrr �r � rrrrrhrrrr � � �� 0000 �0000 NN N N N 00000000000000 O ^ ^ ^ � NNNNNNNvNNNNn CURVE DA TA CURVE DA TA CURVE DA TA CURVE DA TA CURVE DA TA CURVE DATA „ „ „ P./. Sta. 39f 77.93 'A " P./. Sta. 35-1-79. 12 'PR- 1 " P./. Sec. 40 -87.35 'A " P./. Sta. 34 f 76. 19 A P./. Sta. 33-1-56.25 „PR- 1 P./. Stc. 34 f 73. 75 PR- 1 d= 94'45'1,9" Rt. J= 126°0742'Rt, 4= 84 5755" Rt. 4= ,92'50 '0 1 " Rt. 4= 42'50'50" Rt. 4= 61°44 24 " L t. R= 33.00' R= 33 00' R= 45. 00' R= 50.0 ' R= 125.00' R= 50.00' L= 54.58' L= 72. 64 ' T= 41.21 L= 81.0 ' L= 93. 48' L= 53.88' T= J5.86' T= 64.95' L= 66. 7J' T= 52.5,1 ' T= 4,9. 05' T= 29.89 ' E= 22.5 E= 9.28' E= 8.25' E= 15. 73' E= 39.85' E= 16. 02 P. T Sta. 39f 96. 65 ';4 " P./. Sta. 39f 77. 93 ';4 " _ D 94° 45' 19" Rt. P. C. Sta. 40-1 46. 74 ';4 " ��' - ------ --------- FORESTS LAND HOLDINGS, LL C � � � � � 0 �. (PARK PLACE MOTORS �' �� 4 vC o ^ � _ IfA Y R. i �� vv COOL CREEK ASSOC/A TES, LTD. Sec. 19, T. 18 N., R. 4 E. �� a 15' San. Sewer Easement � -� LANCASTER �, �� P.1. Sta. 40(87. 35 ';4 " \ Q \ 5 C lay Township -- - - _--- _ � � - 84 7�-- ----� ---- � \ 5 5 R s � Hami lton County -}� v� 8'40 W ° 8°0 Line A " li (Sand Volleyball Court) cp - , � P.R. C. Sta. 35f 04. 67 P./. Sta. 34f 76. 19 'A P.R. C. Sta. 41-�-12. 87 'A " �� _ C/TY OF L - 92' 50' 01 " Rt. '_ � �� ,- ��" `x-�� - _ - \G,ARME `- _ Spa 41 f 43 12 - - L. P ` kin Lot x I ��-_- �' � �- � � r,- .� \� � 0 62° 20 44 L t. 9 P. C. Sta. 34f23. 66 A =_ 4po �, ! TT � �� - y, Zt. \�� _- ��° 00 ( - - - - _ -- - �, - �l/ ��° �� Sewer �i� � Easement II - - = _-- ---- o (Grass) ►ice - - - - - - _ cP - - - - - _ -- - 0 283 " L- 4 �- II Line A 0 2 --- � -- -�- .- ine /4 - �7 - r \ ► o N CREEK �1 - << Z i 3 �� COOL o �. A F�' f, - °3 0 1 r P. T. Sta. 41 f 67.27 A �- � Con�/ Br! Line PR 1 3� P.R. C. Sto. 361-96. 49 A O° f, o \ Cellular Tower ,, w i � y o - V A ' EK (Wooded) - v ARE �Y P.1. Sta. 37f 70. 69 A 6 - v COOL- P. C. Sta. 42f 05. 16 ';4 " 7 \ ° G S tr. No. 5 0 = 61 ° 23' 12" L ff 3 P./. Sta. 42f 34. 04 A � 6 Ik % ff ,f P.R. C. Sta. 38f30. 42 A' Q v ff I 0 \ b j P./. Sta. 36f 00. 88 A ` 0 = 47° 55 10 Rt. _ ° f ff P./. Sta. 38-7L53.84 A = v COOL CREEK AS /A T - - � - 10 59 26 L t. P. C. C. Sta. 38f 77.27 A SOC ES, LTD. ff p = 81 ° 20' S2" Rt. ---- Caren e/ Woods P. T Sta. 31 x-58. 97 PR-1 \ , � I P. T Sta. 39-1-24. 12 fA „ 04 58'5,9 W Line y PR-1 " Pa ping Exception \ o N -► P./. Sta. 31 f 36. 11 PR-1 P. C. Sta. 39f 42. 07 ';4 " \ P. O. T Sta. 36-1-20. 16 a � ,, _ � � � I � � = f ,f � , P.1. Sta. 39-1-00. 70 ':4 " D 26' 41 14 L t. P Q. T Sta. 37f 37. 66 `PR-4" z I '; �° COOL CREEK A SSOC/A TES, L TD. P. C. Sta. 30f96.34 PR-1 (Carmel Woods) � _ 81 ° 20' 53" Rt. I I , CURVE DA TA CURVE � - � � � DATA °O�e�,� ,�1 APP• �' �� I; I� APP• �' „ ,f f, ff -- r M�t h Line e P./. Sta. 31 f 36. 11 PR- 1 P./. Sta. 37f 70. 69 A 4=26°41 '14 " L t. A= 6123'12" Rt. R= 100.00' R= 125.00' 00 0� L= 46.58' L= 133.92 CURVE DATA CURVE DATA CURVE DATA CURV �A TA \ T= 23. 72 T= 74.20 F= 2. 77' E= 20.36' P Sta. 38f53.84 '% " P./. Sta. 38-1-53.84 ';4 " P./. Sta. 41 f 43. 12 ':4 " P./. Sta. 2-1-34.04 'A " 4= 8120'52 Rt. 4= 8120'52 Rt. 4= 6220'44 " Lt. 4= 4755'10 Rt. R= 33.00' R= 33.00' R= 50.00' R= 65. 00' L= 46.85' L=- 46.85' T= 30.25 T= 28.89 T= 28.36' T= 28.36' L= 54. 4 1 ' L= 54.36' E= 10.51 -= 10.51 E= 8.44 E= 6. 13 o � a O O O O O , ° , , r Q v O O O a , O QiI- � C1Ri �j � � � � OCR OCR a ° ° X00 n o � � � � ti � � Qj � O ` Qj ` i � � � � � � � � i � w Uj O OO O O L o OHO , QOO ° O �i o000 O Q 1i � 0 � w N �O o � 00 O � � � ° � � i tix o � o C� 0 i oo oo � aa o6 ° o0 0 00 o m o0 0 00000 goo c o � � ° � o �' o ; ; O W v O O O Imo ^ o � � � QO � rh Ind � �1 � �� C � � �0 00 ^ OnO � � Cf � � � � � ^ ^ n � � - % Z) (- � O^� � � � � a' � ^ 0 � � ^ � � � � <7 � ^ � ^ O � 0 � 000 � 0 � � N ()p (N N- �o � � � °j � cpni0 � N N OO ^ c° O �o � OI� OO � Q ^ c� nl � � 0 � 1� O � � O � �ooO �i � � � � � � � � � N � � �h� � �� ^h � � � � � � � � � 0 � � � (3)In � � � � o � cDl� � � � � � �rl� l� Q �OQ � � �OO � �J1 �1 � �0 ^ n �l � ^ rh � � ^ ^ ^ cow QjlCj ^ �1 �1 �I �Dni ^ ',I- rr ^ � � � � "� c� N O ^ d. �r �rrr <r �r �rrr � ''° N � ''° �jl� � ^ � � � NO � N O I� I� � I� ") O � � � � I� ^ cfl � ^ � �oO 'o � � � � � �0 � 00 � � Q) � � � � ^ � �ON �oaO �N"� � ° ^ o� c� � O �o � � � n� n� rr n � �o ° � � �n �o �o0 QOh � � N I� I� � Nh X00 Lf) N " � � Q� � � � O » � » N �1ao '") � h � O �rO � � O � "') � � N � N � � � coO �oh � �'`��nl� O"� �o� rr �r� ^ � ^ � h � � "� c OOOo � `� ON � �r "> � C)CJ � � � � O � � �O Q6 �6 OHO �N �3) � � l� � 0 O � � � �D � � I� � � � 1\ Nl, O � � N � � � � � �� O � ^ � O � � O� � � � 000000 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ � � h � OCO � � � � n CFO nin � � �� nni "� OOnin � � � - ^ - - ^ ni "� � � �00 � Q � � CO � � O � nj � �o I� � � O^ ^ � rrrr �r �r � � � � � � � � � � � N � � � � � N � � ^ ^ � "� "� "� "� ��h1� 0 O^ ^^ ^ ^^ ^ ^ � NN � N O ^ ^ ^ ^ ^ 000 ° IN) � �� ) � � � IN) � I) I) � I) I) IN) �� '�� n) �� ' "�1 �� ' '�� 0�� ^� O� O �� OOOOOOOOOOOOOOOOOOO 0 Q) RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE FILE o I�,ox API�xov�L: -- _-- _ _- COOL CREEK TRAIL VERTICAL SCALE DESIGNATION c DESIGN ENGINEER DA1'E ALIGNMENT & TOPOGRAPHY 1„ = 10' THE SURVEY BOOK SHEET C° DESIGNED: JRE DRAWN:� : 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE 6 _ T INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 3 3 L U )F ( 1 G d 317 713-4615 219 769-2333 T L7 7- D �7 TT C / 7 FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT CHECKED: J��,7 CHECKED: JIvL Butler Fairman Seufert ✓_' W I I I I I I I i I I I I I I I o CURVE DA TA o CURVE DA TA CURVE DA TA O CURVE DA TA CURVE DA TA CURVE DATA P/ sta. 39f 77.93 'A " 79. 12 ' '> » » „ „ „ „ P./. Sta. 35f PR- 1 P./. Sta. 404-87.35 A o P./. Sta. 34 4-76. 7 9 A 334-56.25 PR- 7 P./. Sta. 34 4-73 75 PR- 7 �' 4= 126°07'42'fit. 4= 845755 4= 92 50'01 " Rt. 4= 42750'50" Rt. 4= 61°44 24 " L t. 4= 94°45 7 9 Rt. R= 33.00 � R= 33. 00' R= 45.00' R= 50.00' R= 125.00' R= 50.00' L= 54.58' L= 72. 64 ' T= 41.27 y\ L= 1.01 ' I L= 93. 48' L= 53.88' T= 3586' P./. Sta. 35*79. 12 PR-7 " T= 64.95' L= 66. 73' �\ T= 52.54 ' T= 49.05' T= 29.89 P. C. Sta. 354- 14. 18 'PR-1 " E= 15. 73' P.I. Sta. 394-77. 93 A p = 726' 07' 42" Rt. E= 39.85' E= 16.02 \\ \\ E= 2.53' E= 9.28' E= 8.25' 0 94' 45' 19" Rt. �� FORESTE LAND HOLDINGS LLC (b V / _ P. T. Sta. 34+97. 73 'PR-1 " - ---------------- v Constructio Limits .c � � � �� STRUCTURE No. 77 (PARK PL CE MO TORS) �' � ��, �� COOL CREEK ASSOC/A TES, L TD. o P./. Sta. 34f 73. 75 PR-7 L. \ X 37 of 18 Pipe & �� ^ � a � LANCASTER = 61 ' 44 ' 24" Lt. I -fPT 2-PES Required a 15 San. Sewer E-spment \ �, _ - , P./. Sta. 40*87.35 'A " ID Sec. 19, T. 18 N., R.4 E. a Q 30 \ \ ----- „ _ 0 = 84° 57' 55" �. 3 C/a Townshi P. �_Sta. 34f 43. 86 PR-1 v _ - �� Ham /ton Cou�y � � ,.� � ,,_ „ „ � � � �JO � � °08 v Q P % P .,Sta. 344-D0.69 PR-7 18 -eta.) 33+56.25 PR � - - 0\1 N Line A Cl TY T Sta. J54-86.32 PR- 1 \\ �` CARMELF P.I. Sta. 344-76. 19 ';4 " ( P. S _ y o n \ K - I m C ta. 33f ?21 , APR 1 / �- o (Sand Volleyball Court v 0 4-1 �- � 6. 74 D 92° 50 7 � 0 Rt. I n r �Co st action Limits Parking Lot � ,� I ., 4-�0 _ � (Bit. Mat.) V a�V �� ' 90� _ v --- _ i �� v _ 26.82 __-_ ----- ----- - o x'(31.43) ��.� / rt I- �� STRUCTURE No 15 r 1 : 3 _ �n o \ \� Inlet Type R-73 w/ n Son.-- - --- � I , „ Sewer y-Stn.) ° 58 of 78 Pipe & = _ - - - D �` Easement (Grass) \ 1-PES Required II - - -- - - - - --- -sn' -+ ` < t'° 85.80) - - - -.-�--I- �, , � I �- -- o--- -�� 4 28 L- CID _ i \ , �• II / W � 24" RCP --- v � 4-76 ►I� ( i 21 �� _ � � 2, �' 524 II -- _ - I v \ x'(30. 74 Line A f � vl / 4 G, - I► 72 , 0. 00' Line A Construction Limits � � � + (Cdn c. „ » 3 �v COOL CREEK 1 o� P T ( �' A I I Line PR-1 °39 5 / • -\, �,- \. P./. Sto. 414-43. 12 A ,- PP I / 31 4-45 X STRUCTURE No. 16 �, ° ' '� ��_ -- Trai/ Esm t. 6 - D = 62° 20 4 4 L t. 70' `9 cp; 5. 40 Cellular Tower, / � � � 30' of 72" Pipe & I o " - K W 4-32 �, / ,, 1 CREEK (wooded) 2-PES Required � .. � � � COOL _ \ 30 ' P./. Sta_ 374-70. 6 ';4 " 3 Co traction units °3 6 1 ° ` �� `� P./. Sto. 424-34. 04 ';4 " � � / 1 1 , � 3 .29 �i __ ' +� /Ik % P. Sta. 36+00.88 ';4 " � - 61 ° 23 72 t. �, 1 � � � � � 47 55 70 Rt. 1 �( '� 4 1 �� \� � .� --- - - - - -- � � / Trai E m t. p = 10° 59' 26" L t. P I. Sta. 384-53.X34 'A " �� \� \� �` COOL CREEK A 550 CIA TES, LTD. _ �2 \ - „ „ _ , _y' / (Carmel Woods) P. T Sta. 314-58. 97 PR-7 D 81 ° 20 52 Rt. �1/ L �\ _ ,- P./. Sta. 394-00. 70 A Line �'PR-1" Pa vin Exce tion 4-95 Construction Limits COOL CREEK ASSOC/A TES, LTD. 11 1 9 P , » O N 04 5B 39 W , f f „ � � � p 7 - - ' Carmel Woods �, A = 81 ' 20' 53" Rt. . � � � ,- _ a L 66 (Carmel P. C. Sta. 37f 37. 72 'PR-4 ". ^ P. O. T Sta. 36+20. 76 PR 7 Pa vin Exce tion.• o -- - _ ___ - �o P./. Sta. J14-J6. 11 PR-1 P.-Q. T Sta. 37f 37.66 `PR-4 Sta. 2,9-1-37.59 PR-1 to , 2 - c� p = 26' 41 ' 14 " L t. CURVE DA TA 1 - �' 4-P ,P = Sta. 294-65.57 PR-7 �� \ _ I „ „ CURVE DATA .� c R �, � � �-72 �� P. C. Sto. 304-96.34 PR-1 P.I. Sta. 374-70. 69 A 1 Construction Limiis��- --- � � APP-\/f' 4-83 � „ , „ 'X `' ', 25' o P./. Sta. 314-36. 11 PR- 1 4= 6123 72 Rt. � , 11 LEGEND oodedV) (35. 8y 35 I I APP �' A=26°41 '74 " L t. R= 125 00' \ Construction Limi'tts C _Ma' `C`7 L%/7 e SPEC/AL PA VEMENT. R= 100.00' L= 133.92' CURVE DA TA CURVE DA TA CURVE DATA CURVE DA TA r © „ © ASPHAL T PA VEMENT.� > 6 PCC FOR DR/VEWA YS L= 46.58 T= 74.20 „ 4" COMPA C TED A GGREGA TE SA SE, No. 53 110#/SYS HMA, TYPE A, SURFACE, 9.5m m Q T= 23. 72 E= 20.36 P.1. Sto. 384-53.84 A P./. Stc. 38 f 53.84 A P.I. Sta. 414-43. 12 A P.I. Sta. 42 4-34. 04 A 330 SYS HMA, TYPE A, /NTERMED/A TE, 19.Omm r-N- E= 2. 77' ' " ' " " 3" CRUSHED L/MESTONE FOR SHOULDER # 4= 8120 52 Rt. 4= 8120 52 Rt. d= 62 20 44 L t. 4= 47°55 70 Rt. ° 6" COMPA C TED A GGREGA TE BASE, No. 53 n ' 6 COMPACTED A GGREGA TE BASE, No. 53 -�- R= 33.00 R= 33. 00 R= 50.00 R= 65. 00 y ASPHAL T TRA/L. SEED MIXTURE, `;4 " ALL R/W & SURVEY DESCR IBED L= 46.85' L= 46.85' T= 30.25 T= 28.89 110#/S YS HMA, TYPE A, SURFACE, 9.5mm O FROM L/NE ';4 " UNL ESS OTHERW/SE T= 28.36' T= 28.36' L= 54. 41 ' L= 54.36' R MODULAR BLOCK RETAINING WALL 220,E/SYS HMA, TYPE A, INTERMED/A TE, 19.Omm E= 10.51 ' E= 10.51 ' E= 8. 44 E= 6. 13 5" COMPA CTED A GGREGA TE BA SE, No. 53 Q ROLLED CURB CO NOTED a n9 PV/ ST = JO*.30 V1 STA = 31+0 V/ STA = 314-7 Vl STA = 324-5 V1 STA = 33-+5 P / STA = 344-75 Retain g Wall 7 Retains Wall 2 Exce tion h ta. 37f " � P V/ EL V = 80 76 V/ ELEV = 805.6 V/ ELEV = 802.8 V/ ELEV = 803. 4 V/ ELEV = 805. 1 P ELEV 804.54 ta. 35�- 6. 76 `P -7 " 3. 66 - 7 VC 60. 00 VC = 75. 00' VC = 75. 00' VC = 75. 00' VC = 75. 00' VC = 100. 00' J6444. 16 `P -1 " ta. 384- 9. 44 `P -4 ' � o Pa vin Excep 'on � 830 0 woad R Yin C. J6+20. 16 R-1 " 830 Q�i N ", Q' o 5,_0„ Q 5, y o Sta. 37 37. 66 R-7 " ,�� Q) Wood Rai/inq L ft Lett o *41 820 „ 35 0 , Wood Ra in0 i h t 7/77 E/e v 805. 45 820 � Profile Grade � 0. E/�v 802. 5 `0 810 0. 40 O 0. 007, 810 - 49' O 5� O Soo � Soo 105 - Exis ing Gra e 4-59 O0 6 E/e v 8 2.50 E e v 802. 5 E/e v 804. 70 790 790 � 725"-2 Wood Rai/i g (Left N 185'-2"Wood R ling (Ri t) W000' Rai/i,g (L I.& t.) � � ° I °� ° % oo � `ocj 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 Q) RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE NILE _ c Ii'oR AI'F'R()VAL: COOL CREEK TRAIL 1 30 v DESIGN -ENGINEER DATE PLAN & PROFILE LINE "A" & "PR - 1 ' VERTICAL l SCALE DESIGNATION T JRE T _ _DW_T SL�RN7 BOOK SHEET 'O DESICr��D: DRAWN: _ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G _- d - INDIANAPOLIS, IN. 46240 /� MERRILLVILLE, IN. 46410 3.36 ,_�1 0E `; 317 713-4615 v 219 769-2333 C CHECKED: 7 FAX 317 713-4616 FAX 219 769-2377 C�ONZRACT PROJEC' I J��L C�HIJCKIJD: J�/ Butler Fairtnan Seufert f I i I I I I I I I i I I I I 1 Q) ° % -c �; .1 J � 0o � � o (b . p % ° ( ° i i v � i � ` iii �� i �.� � �� 1 ��- o a � � a 00 ° on, o c � o a 6, a �-,� � . v 0 �Cd�i- QaOmm Q�C1C3 aCl�j Q � �10�0�000 ov - lb� o i"-� a (b�, iv i o i i i v � �C� -Q oO -Qi-Q� o (3 a c �m i as a, o x i ° � O (b 00 o i i Oi aC�v O�UvO i 00 �� o� 0000 `00�a� �� o a o p �� o o os� � a a (b'�- o L a)� U C�UC� U U c ��i �ls�UjO C�� .�o�OW�C��L� ��O�v�� soh �� il�� Ui��O OHO i L i i i i ° �.a., m ..Q x' � --� O o o o� �� o�� a ° o (b �� °� m�� i C� v LO o `v VU ° o � V -)Q it o ` �2 O ° �l, �, �u �I� �O~��lm�j�� .C��j0�� a�" .� �� ° ° a o. �O�•Q�j ° �� °� O o o `- °�' o 0 ov o o�� Z a �_� °Z o o O ~� °� i� o� � IL ...cocnNcoN Nom^ N� n ��o, " °" O, , �, , �, O , �l, , �, , Cj, �vC7�J ��v0 .�lO��O�v�W% ° ��v�muj, C��--,O�uj - � � .�0cd aJ °�� Qa� j.Q �. °� ° ° ° ° O �j o ° .Qj O p - o p°-00 00 0000��C\ C ��o �� off- � Z off~ �h,: ») , ��00 �0��O�N�v�O ��O��O��O��^O� )�oJOd N�°� c� ��c��o"�c�, co, O �� r rh �� , " C�_ �. ��1 , V10�U1, �-) �j �1R1C� O Q O-- •� O C� O �0 .'gip Q .O QQ�C� O�Rj Qa��C� �p C -� �O �, O Q � C O p� O O c C o p o ,O O p ° �ajOO, [\� I �O �' r\ o�M?�,� Qj , oo .N �O ��ON(, OC - N �^ NOcbcb�co�co�� 0��% �0��'I-, ( °�� 0��, ��N-"q-N - N�rOc��^- - , , ��"�^ , �, , �Q� ��OV�" �m J�IOQj�, OC��1JO�jmC��O -� �'-, •�Om "'�C- �a - �� Q � O o n��FCh��"��FCI �rhCF��,---,-"��1��Ch��i�nlpj�O��Oj ��00 �QOj�O� �� ^� �d ��0 �ni��O��h ��J�O� 7�O��D� �, ��1 �O�^ �JO�� ChCh��F�O��00�c�1" Chrhrt ��0��1��0�0��" �" nl �� n��J �� 0�, �, �" " C1 "��nl�^ I-, �, Co, O��' lV r! �n1�Fnn1 G �c�l �nl�Orh(�1C�I ��hC��lnC�1C0 �� c�rhC�IC�1C�1�rFCF��c��F��rh�� 00 ��j"j��O��O ��Oj��J��00�O�40C�jO�1�0 �Cp�oO��1�0�0000��^��r1 rh�o�j��0��, COCA ��0� Ct ��On �h�1��")CO�J�F�� "�0�00�0��" ��d ��" �^ �" �F NCO r��, ��N� ZN' � ') ltd" C�"� "� d �� cp l��O�cOOo�� coON"��"�O co �� O^O�rhO��, O �d CrC� ��Ch"��F">�F�h ��F� 7�� ^�"��"�Ch��Ol�h"]�� cjlc n ��Oj�kj O O ni�l��i rj nj��0� O� co��cp�N��000�OG �� N^��NN� NNN ��j��Oni� ) ^ O��r�O� �°j %"��cp r\\ �� ccj �nj .� \�� ' ��OO��r�' �coco� jni�r00�� Oco��O��rr�� rr �I ��N�N N'"- N�cb )"� )a "� �� O�O�rrrr^�� l� �oj j coNrr�oN��00�NNco�N�r��00� �cnNO��oerco O�ni��O�rro�rr )o��rr��o Onicoccjco�oo'R� �O� "�cor�Nni�� cYi� N " N N �^� �N rr rr ON��rrco�� OO��NN � ��co �op�"� v` �NO� ni ON��rj'�rr ��r��coni��t �0� ��niOco�i� ��ro��co� co'�coO�cjrrccj�� co »��"��d " ^�0�� NNN "�rr��ONNN�o�ococococo4��cbo��NN� ° n�N 0��Nrr�N��c� �h�oo�co��cncn��co�r�r r\ N�� o � 'coh�o0 N 4 - ^r�"-i0�� ^rr'�O� �OOOOOOOO��O��ni��ccj rjcocpco ��ON �^�� N ��")�h�� , .�� ,� , .� O o��oh N �C�O�� n ��"�N��"��NN�o��N"�"�rno �n�o�r v��co �N �� N�r ^��;��r^��;o� o " Nrn "��"��"�� n�coco�o ��0000 �"°'� rr��o�o�ocococococo�oco��NoO�Q��00000000�� ccj�� 000��r��rN"��rNniN �rrniniN�j�co�0�� coco0 )�00 ��co �rr0�� O N"� Nni"�coco co�� co�� N �NI��"�h ��cod � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � � � � NNNNNNNN � "��rrrr�rr�rdrr�rr�co�000000000��rrrr�o��00000000 �� co�ococo��0 .�h�Orr ni�r��r�� n��h��h��h��h��cnh��ococoOco��o �o�oco�ocOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO�oco��NN�� 00 �"� �' )"�OOOOOOOOOOOOOOOO��o� co a0 co��rN��rr� �� coop �r\�OcoNni� � � � � � � � � �� NN��NNN�rr�� n� OONN °�0��00� rr �� o")"��rn�� "� �"� )r�r� �"� Ord )"� �r� �r� O 7r� �n�^� 7 �r�r�r7"�r�r� �"�n7,7"� �r� r�r�r� 7r�r� �' ) �'�' 7 ) )^� 7 O'� �^�"� 7 7 O ) O �'�r� 7 O "� ) �"� 7 �^7^�r0r� 7 )r� �"� O`�7�0��7�°j)�� 1��7�'��°��0 OOOOOO� OOOOOOOOO ��^�� h -h � * h h 1 h \ �� \ O \ \\\ _ L -_-o--- O- )�� CURVE DA TA CURVE DATA CURVE DATA C - / URVE DATA CURVE DATA ' ,, i / / `\ \� P./. Sta. 42f 34. 04 A P./. Sta. 43f 17. 72 '; " P./. Sea. 43-�97.28 ',4 " » » \\ P./. Sea. 46f52.46 A P./. Sea. 49f 19. 44 A \ 4= 4755 10 Rt. / / 4= 89°10'38" Rt. 4= 6655'09" Lt. �� 1 � \� Line ':4 " 4= 53°41 26 L t. - d=29°46 09 Rt. \` R= 65.00 R= 110.00 R= 150.00' -1 � -' \ ,40 R= 115.00 R= 115.00 / �� 1 \\ g° (Sand l/o/%yba// Court (Pet Area Q T= 28.89 T= 58.21 T= 30.57 / / T= 108. 4 - N N I - 3 T- 99. 13 L- 54.36 L- 17 �� ,� � \ \� � E= 6. 13 L_ 107. 76 L= 59. 75 / / L= 171.21 ' S. 19' E- 13.89 7. � ) �o �� _ -� E= 3.99 /Sewer E= 44. 46 E= 29.80 0 °- \ // �- Carm e/ ( oods� Sec. 19, T. 18 N., R.4 E. Easement / � \ ^\o \\Q \ -\�� P. C. ta. 42f05. 16 'A " �� C/ay Township / / Q - � \ \ ,, ii Homi/ton Coun / Q CURVE DATA \ . I P.1. Sea. 42f 34. 04 A ty / / Q CUR VE DATA 1 \'m ��// A . Pro Cor ,. �, _ `m 'lo \ �/ ( � D = 4755 10 Rt. s 15 San. Storm Str. / P./. Sta. 37f74.92 PR- 1 P./. Sec. 40f89.34 PR- 1 ---- - ii Grass �' Rebar (Fnd.� Sewer � �� - 0 „�C � Fitness Station 20 f o f 12x4 �� d 53 29 44 Rt. 4= 79 57 46 Rt. ° =_ -1 -�--_, 24" RCP t ( o ) Easement RCBC Required / ��/ P.1. Sea. 46 -52. 46 A R= 75. 00 = 100.00' \- - -_ -- - - - R -r - o - - __ - -_ - - - _ ' - - - - -- - -� - - - _ - - - - - - - - - - - '� - � = 891038' Rt 7003 __ - - - �,� o - - - , - 1 / �; _ - - - _ PP ,, 7- _-, - ,_ "r� �-- „ � - - - - - - - x _� - = _ _ _ -- _ - = . -;. - - _ - -°�� E= 8 99� E= 830.85' �_ - � _ _ _ - 1 , � F- /� - - k - to 42f 59 52 - _ ApP �� , , - �Y _ -. • P R C S %� � �� `'� \ � � °A �� -- -- 1 - _ _ - (Bridge ructed---- --, - _ - -- __ - - - - -- - - \ _� ��\ ,-J-� _� (Wooded - -- - -- --- 11 - Coast Fitness Station , .�� ) �_ A � f 6x6 Wood Posh `� �\ - P.R. C. Sta. 43� 67.28 ';4 " Fitness Station �, 6 Fitness Station P./. Sta. 43 f , 85 ';4 " � o A --__ y 06 A� (Wooded �� -r -n> - >. �1 _� 1 �� 3 EEK k� (Grass `�-- �.� �_A Line 'PR- Rt. (Grass \�'.� - (Carmel Woods 6 D - 534126 , 33 CR \ � �x 31 3 CO��N _�_- ) r�. �- - a P./. Sea. 4�*65. 63 'A / "V� \ = �-__ --�= �� , v�\ \�. A (Fitness Sta tion� V - - - - - ,--- --- ;- - i ' k v, v ) ° ,s k k = 5744\'39" L t. �� 9° - + '� - - lV 01 17 46 W -- 2 / , �� _ �- P./. St _ �' (Wooded �� ,. .� �` \ a 37f 74. 92 PR 4 � ) -- 1, P. C. Sta. 45f 44. 03 A (Wooded ) �� / - L v = P./. Sta. 43f 17. 72 A �� - + \ `� �< � , � 44 Rt. ) , P. T Sta. 44f97. 58 'A " L = 53 4126 L t. + - ) 1-7 �� m - _- P./. Sta. 37f 79. 90 'PR-1 " , P. T Sta. 47 - 15.�4 " ----- -� P.R. C. Sta. 44f27. 03 AX Line 'PR-1„ , � -- = 53° 29' 45" Rt. -t [ ;,%' ) . mA - -- A � -- ./. Sta. 40-�89.34 PR-1 " }\ Sec. 19, T. 18 N., R.4 E. __ -=-____ - - _ _'- Line ';q " C'OOL CREE7� � _ I '; > , o �_,_ 79° 57' 46" Rt. COOL CREEK - P. C. Sea. 37f 37. 12 PR-4 y � - _ ') Cloy To wnship / --- z �: \ To ---- I -�- o/ Strom Hamilton County \ Match Line y. ,y �,,,,X �k, � - _ . � i , _ -__ \ � _ i --_ 'j' ----� Sta. 38f 07. 15 'Pf��-4" _ -- ---- - - -- _ � �' - ' - - �- Begin Pa�rnq Exc / ,St ��V -- - - / �, ) - t ess Statio - eion r (Fin n� - P. O. T Sea. 38f60. 96 `P -4 " / / Pdj 1 ` \ --- i I" (Wooded/ 11 J Y I /r \ -- //�' \ __ �� a, / \ ") P./. Sta. 38 f 70. 13 'lPR-4" \ - P. T. Sta. 41 f 45. 05 'PR-1 " \ _S _ - „ 27�RCP ��j a (No urve un / ,- - - - -- �p v �� .,� _ I 4/ 1° y\ N - y , ,, �� ,, -v (Wooded �_ �� _ - (Wooded Y�� - �� ,_�Y - / x - / t _ I x - , - ,__ ��i q, / II �� / \ � _,k \ / �- -� P. T. Sta. 48f20. 31 '4 " �,. 11 -� � � " - I I �� I I, N / / v� 1- �� - -� > � � � k I (Wooded) -"\ -,--- . " -��- -� \ IX� \� \ �� .;` Line PR-1' P C. Sea. 43f 04. 99- 'PR-1 " ;' . . --+ g I I e �e Parking Lot \ � \ \ - t .I - Parkin Lot y / 0�� - - - _ �/ ` / ' �/ l Bit. Mat. 1 \ \-- I i Blt. Ma t- / \t\ ,\ / ( � \ � \ \ \ dt _� - �, ��( 5 _ Line PR-1 I P. C. Sta. 40f 05. 49 'PR=�1 ,�� -- �;�� _ x�� E e5 _ I I /�i v \ v� CR t� _ - - - _E �II / I(P/a>Gr�n )� \ , COOff ' -�- --� I _ - - -- - --- ------- -- I / O -�--� = - -A __ - -, - - , RC P. T. Sta. 39f 44. 17 'PR-1 " � -.�- �� ° I/ �� Q1 A *-�,� - -_�- -- - - - „ - -------_ K � � ��. �� - = = �l�-- �r �2 RCP F` End Pakng Exce tion ��' v �;� --k ',-- - II I N 05_ 0�8- w _ _ - - , _ -� ,O 1 , _ a = / 1 �� .A - ` I I _ L i e �� ,� ,� -�-�'__ - O P O. T ta. 39f25. 55 `PR-1 " �� % I �� - - , A A 1�, j - - �� / - _ -1 11*- _ � + _ o \�� 11 \ G (Fitne3� Station p Il r�, - - - - - - � -i 11 / / I �� \ I-- I I� ---- - k� . o /-St p \ --,\2j,, 11 \ /'�- y P \ _ - I -..al� � P./. Sta. 49f 19. 44 ';4 ", T\ -,FOP Comm.B/dg. �- \ Y I!� °' ill P./. Sta. 39f 35. 61 "PR-1 " / �- �`_� 1� - _ II = 66° 55' 09" L t. ill - � � o� A - _ - - II �2�" �' 11 / / \�-- PC,o / I I �' `III BM `5 D - 88° 49' 34" L t. \ - / �o A\ \ -- -- t ,� ii E/. = 811.97' P. C. Sta. 39f20. 91 'PR-1 " \ \ j � °-\� ° i1 f P. T. Sec. 49f 95.50 A •� / _ � I 11 P./. Sea. 38-X21.88 'PR-1 " �9J -- " EQN ., �i CURVE DATA CURVE�A�IA � � _ ,---- v - �; = 93 47 33 L t. P. O. T Sta. 39f 02.26 PR-4 (Back) = P./. Sea. 39 f 35. 61 'PR- 1 " P./. Sec. 43f 89. 71 'PR- 1 " �P./. Sea. ;\43f 89. 71 'PR-1 " Q NQ) P. O. T. Sea. 39f 00 'PR-1 " (Ahead P. T. Sto. 44f 70. 12 'PR-1 " '� 4= 88°49 34 Lt. 4= 31°32'17"L t. 1�1'1� L. = 31 °132' 1�" Lt. Retention Pond � � R= 15. 00 R= 300.00 --_ _-_-- � � ° � � � ° � a � �° �° � � L= 23.25' L= 165. 13' �°�� \ \ _. � �P�;�'� -- -_- �'�'�'��' �iUj� m� .m m m vv v �v L �' L v `� T= 14. 70' �� Q Q Q �� p p \��? //� Q C ,� , , 00 0 00 .O��lmsOm�y�O�O��s �m��m�� mQj��o a�o � °� a o o OE= 6 00' ° �v �O acv v T_ 84. 72 v v0� �OV U �v ` �' �� oC� o ` °� v o c� ° U o �O V U��uLV �LV �m��l�� m ��v� ��0� 0 O� �� O 0 �O O O ° O� O O•Q•Q ° �� O p(�� O x ti ° LL- 11. 73 Q p O p Q ti� O O T� Ow O O L�000�b ti ` Q C� ti O ti Q O� O ` O Q`� L L U ` ` L Q O� �0�� W�I�� iI �iW��6' , k<��i�� ^�0� .cp ��C� .•aC�va�aQmOVV Q� �� a� v'�� .m� . , °�•a o o ° °o ° ° p �� Q� .�00�� ao �o Q� o CEO , 'z O� c o� c ° ° Z oZ o ° o�� o o o�� C QZ o �°� ��rrrOcoO^ ��, d �" �r�u��i�Nq-��co, cow. �1, O, �lv, �0�� j�JC��I �, �i� Ql�� •a a C� Q� ..� V amC��j�jc��j��i� Omm�� O a�o�� .� am ao� -Q C a� �.Q�-Qo �.Q� �� 000 000000, 00 000 o p� �� o��oc� ��o��, , �oC\ljL �o"��"�'��r �d ON�o��N��i��"�� c�coN�cn�, �, �^ ��" �, �,% O, " , �m�� C�� m� ��. m-�� C�". �i, 'C Q6'-N - O O��C�. O .-,0 � C � Qi� ��N� ��N� ° ° ° ° ° O ° c ��CpO ��"� ��Q) ��CO�� O�" CO COQ �, �, m Q ��0� O OQj O �� O O O O 1N ��N"��"�� O �� rj�j��jCrj .�O°j�O�o�coNN�d �N� �o��'�o��er�j rj�NO��N��N �N�o �� "�� ?rr� °N�� 0�0"�" o� ,NN 13)-- �jh ��i��N��n ��i��r o� �, �� ^ ��" �lcorr��Noo�, �,�" �N�r N-- ' �' �" O �^ �s��v� O N NN err �� °NN ��rd Ncn ��O��NN�r "°ham �cn err ° �^��r�rr�rr�rr��I�N��°��j� �"��°j��OOOco�j� �� OHO ��b� �ni00 �°� n0 ��N"�� "� NN�� .N ° a �rr� 00� rr�� »�o��r"��, ��"�N�NO �,o�rr�"�nv��00N"��r��v�j"�� O" �N��" 0��N �r� �'�� N��N"�°�N�r oN" �, v �N N jnrrCO�� ^� h�� CO�� hjNj �� p��Cjrro��l�� i�� raO�F� �CO��N�Fr�O��40��r jvjO�N ��Crj�Oc�j��O� j D�rCO� O �j O� �\ N��r� "��p1co��N�N�`,��O�j�co cb co N��co�co oco��N�c�,rr�r�r�rr�"�rr�r�r��rr�r�"��rrr��n, �c�,"��,"� rr^ "��°j��" ` ;�Oq��rNNnio�cd�r�j�r0co"�o "�n� mac' I- N CO CO��i�O� c ��OOni O Nj��O�jCf ��O��h��CO j�O�Cp ��0 �1CF�� O��O�h�IC0�0 NCO O �1 �J f��C-� �*, O- ,� �� ,-CO �I-�CO--CO,� � �O co�0�''�0�� cp�cpco�rco�NN� ��N��'"�OOrr�'"��N�rr�h�0''��"�� co � ni�O�O�t"O� N N � N ni ni��"� �� ni 4�� i� r� �OO��rr�l on o��o�n � �CO��Nrh��"»N�O��"�OO�CO�rh��N ��OCONCO��O��G��I- �j�CO�JOCO��CO�CJn� N�j �N�j�o�O�NO "joj� ��0"��j��rco�00hco�r�� O�OON ��OON �rrco�o��ONco ��r�rr��j�jhhh�co�� coco�^�� NN "�� Oc� r��O�rrco ��j� N O o ��rr��rr co4�0�� N �N O�coO�r�ONNNN�00N o�<r�co0<r�� N�N�a o��r��o00��0��00�'��o��'��rt �nin �co� �r �r�cn�� 0��000 NN °�co�o��ON��r ncocococo o�� N ni �rrcjcoco ��cD��O �c��O�jcocoN�O ��ao�OniUjco��O� �ni ��O O '�o cb Oco��% �� O�O��DO�� hd �hrhrFCh�h�h ��000000� N�jN �1 �J�O��I �� OCOO��VjCOCLj pO j��hCpCpCO��J��O� �l NNCOGCF�CO�� "I- * � � � � h � � � � � � � � � � � � � � � �� j �000000000�,NN �^�r� )^��r�r �rr�rco��ONNNn,N �r� ��r�r�r� o�i�in ��co��N ��r�vj � h��h�cO OCOOco ocOCOCOOcococo ��00o0o0oJ��oO��oJ�oJ�a0a0oJ��oJoJ��NoJ ��ao�� OOOOOOOOOOOOOOOOOOOOOOOOOOO�� y � � y y y y y � � \A *\I- �47�� rr �n,� sl- �"� �"� �"�"�"� � "� �"� � "� �"� �"� �"�"� �"�"� � "� �"�"�"�"� ° �"� � "� �"� �"� �"� �"� o �"�"�"� �"� �"� � "� �"�"� °"� o �^�"� �� rr ��rra �� NNNNNNNNNNN �"� �"�"�"�"� �"�"� �">"�"�"� O"� o"�rr�� rr��rrrr v RECOMMENDED CITY OF CARMEL IIORILONTAL SCALE FILE COOL CREEK TRAIL � R APPROVAL: 1 " - 30' � DI srca�rNC1. LR - Da�rh� ALIGNMENT 8c TOPOGRAPHY v�,IZ�I'ICNAL� ScALI~� DESIGI �ATro \ NJ- L n DESIGNED: JRf--- DR A�'�i�f D�ti I' - -- 8450 WES I IE IN.BLVD., SUITE 300 Sj-TR`'L 1J 1JUDI\ HI'��' I - - --- 509 WEST 84TH DRIVE, SUITE G 317 713 LIS, I Q MERRILLVILLE, IN. 46410 336 r22 OI 1 219 769-2333 CHECKED: JCZ ,J�,Z FAX 317 713-4616 FAX 219 769-2377 CONTRACT- CIIEChED: Butler Fairman Seufert PROJ�,CT � - 11 - - - - - - - - - w w I i I I i I i i I I I i i CURVE DA TA CURVE DA TA Q P./. Sta. 37f 74.92 'PR-4 " P-1 Sta. 40-1-89.34 "PR- 1 4= 5J2,944 "Rt. 4= 79 5746"Rt. Q R= 75.00' R= 100.00' Q L= 70.03' L= 139.56' T= 37.80' T= 83.85' E= 99 ' _E= 30.51 ' \ �Construction Limits 1� 1 i Sta. 37f74. 92 'PR-4'" p/ Sto. 40f89.34 P. C. Sta. 37, 7. 12 'PR 4" = 5329 44 Rt. R 1 z = 79° 57' 46" Rt. Sec. 19, T. 18 N. R.4 E. = - COOL CREEK Begin 'PR-114" . T. Stc�? 38f 07. � 'PR-4" �) X11 PR-4 � II C/oy To COOL CREEK Hami/ton Coun ty Begin Paving Except• n � � ��`= I� f 6 'PR-4""�� -�-� �� k P Sta. 96 `PR I 00 `fl = 1 I V 21 x \ rea --- -- - ` /. Sta. 38-k 70. 13 PR 14 I / �5t -� {i St --T-- 0 = 93° 47 33 L , I l �i Pdj , �__ ,� --lop o �� t (Fitness Stotion� ) A (Wooded �� - _ (No Curve Rur'i� I ' / `X�J - �� T Sta. 41 f �22 � �► P 45 05 PR i i• (Wooded - / i / (wooded) � �'I �� - ;� -o o' 2 j � ✓ \ �s''�t l ' P. T Sta. 48f20. 31 A - P. C. Sta. 43f 04. 99 'PR- ' f 90'PR / v r,_ + � �,o, ` %� - (wooded) Ca. ,l ll 15 ,�� v ,� �� c v� /s _ �j *59 J4 -1 r�� -= �i °�j�/ i f 15 fApp. Esmt. (�,44. 61 V - --- �� too 18 - --- 1 o K --- e55 f 30 P. C. Sta. 40f 05. 49 'PR-1 ' \ �. R - - - - c tion Limits - - - m r �� \ �s \ �� 0L C E on stru - 15' Gr _ -P. T Sta. 39-1-44. 77 0 - I .� �k - - ---fb5\ _ - _ _ _ _---- Line R-1 12 RCP F` End Paving Excep tion �� - --� V -- _ 2 A i 1 o rr v 1 -------- N 07 - w - - k v i' I I ' ___�5:28 P. O. T Sta. 39f25.55 `PR- v �,� 74'PR-4' , 11 s� ` � ' II Lin 20' 11 �\ _ _ 11 -/-42 �Parking Lot / - - G� \ �-�-- -- � 1 � �.,�_ _ -} �_ ° 11 *PC 55' (Bit. Mat. AV Construction Limi _ X E 11 2O \ ss St ----_______----- -- - - fApp.Esmt. (59. 66 11 1-sty P \ °�`'�� __ 2' �ll Comm.B/dg. A -- 1► ✓ K 17.22' P./. Sta. 39-�35. 61 'PR-1 " � � � \ � - - - ►►� _ ill 11 ►I P-1 Sta. 49�-19. 44 'A 88° 49' 34" L t. ��-` ��,co II 50' Sanitary Esmt. CURIE DATA ill ° �\ 0 = 66' 55' 09" L t. 811.97' \ o. /\ 4-A I I P. C. Sta. 39f20. 91 'PR-1 " \�� .Esm t. » 11 LI �� P./. Sta. 49f 19. 44 A P. T Sta. 49f 95.50 'A " 11 \\ � App.Esm t. 34.31) ,- --- �, A= 66 55'09 ® P.�i Sta. �f X71 'PR-1 " R= 150.00' AL L /R1W & SURVEY DESCR/BED P. O. T Sta. 39f 02.26 'PR-4" (Back) _ `�o� T- 99 13 �, P. O. T. Sta.39f00 'i°R-1 " (Ahead \ A = 31 ° 32' 17 L t. f??011 L/NE PR- 1 UNLESS � P. T. Sta. 44f 70. 12 'PR-1 " L= 775. 19 ' OTHERW/SE NOTED I Retention Pond = 29.80 CURVE DATA LEGEND CURVE DA TA © SPEC/AL PA VEMENT L ASPHAL T PA P./. Sta. 39 f 35. 61 'PR- 1 " 6„ PCC FOR OR/VEWA YS O VEMEN T 4- 15°49 34 "L t. P./. Sta. 43f 89. 71 'PR- 1 " 4 COMPA C TED A GGREGA TE BA SE, No. 53 >10�f`/SYS HMA, TYPE A, SURFACE, 9.5mm R= 15.00' 4= 31 . 0'17'"L t. O 3" CRUSHED L IMESTONE FOR SHOULDER 330,E/SYS HMA, TYPE A, /NTERMED/A TE, 19.Omm L= 23.25' R= 300. 00' 6" COMPACTED A GGREGA TE BASE, No. 53 6 COMPACTED A GGREGA TE Bti SE, No. 53 T= 14. 7' L= 165. 13' O ASPHAL T TRA/L: SEED MIXTURE `4 " E= 6. 00' T= 84. 72' � , __ 110,E/SYS HMA, TYPE A, SURFACE, 9.Smm E 11. 73 220 /SYS HMA, TYPE A, INTERMED/A TE, 19.Omm ® MODULAR BLOCK RETA/N/NG WALL etainin Wa// 2 V/ STA = 40f2 V/ STA = 41 f 0 V/ STA = 42 f5 5 COMPACTED AGGREGA TE BASE, No. 53 1� ROLLED CURB ` - V/ ELEV = 805. V/ ELEV = 803.5 V/ STA = 44f O V/ STA = 46f O P V/ S A = 47 00 V/ ELEV = 805. 1 V/ ELEV = 806.6 Sta. 8-f 69. 4 `PR- � VC = 75. 00' VC = 75. 00' 820 VC = 100. 00 VC = 100. 00' V/ ELEV = 806.8 PV/ EL V = 80 .85 cfl� P vin Ex tion VC = 75. 00' VC 100. 0 ' Iri °j Re ainin k1 a// 13U 820 II - 810 Sta. Of 62. 6 `PR-1 810 a cj_ 0 800 `377 Pro file Grade 9' 800 0. 7, 10� -0.950 777_E;_I 7777771 g 790 Q � N 0 0 790 0780 Q °z 780 QQ Cf) U Qs � o � °^ °� . °� �_ ►� X0°0, � � oo �. � �. � ,� � �, rn o v ``� � o 38f00 39f00 40f00 41 f00 42*00 43f 00 44-f-00 45400 47-4-00 RECOMMENDE D CITY OF CARMEL IIOL IoNT �L sc��i Ii FILE � FOR APPROVAL COOL CREEK TRAIL 1 " _ '30,DESIG'N' ENGINEER DATE PLAN & PROFILE LINE "PR - 1 " `'EVI ICAL 1S('ALE DESIGNATION DESIGNED: JRE DRAWN: DW'I' 8450 WESTFIELD BLVD., SUITE 300 S J_T RVEY 8001 SHEET I' INDIANAPOLIS, IN. 46240 509 WEST 84TH DRIVE, SUITE G 317 713-4615 MERRILLVILLE, IN. 46410 33 ? 2,1 OF 7 1 ]('Z 219 769-2333 1 CHEC'I1ED: C'HEC'KED: JCZ FAX 317 713-4616 FAX 219 769-2377 C'ONTRAC'T PROJECT -- -- -- Buticr Fairman Scufert C, V 1 1 - - - - - - - - - r-_n !yWn W I I I I I I I I I I 1 1 I f 1 x L ~ Q ~ �~ Z o a ° � o o ° i LZ a � � � Rj oa � � � Q � m \. c � � � � � � h Q) Q)� � a � \ � � o o c °o ° O c o o \ \ � \ \ W � � o � � . �, Q_ C � 0) �� o � � � o � � � 6 ° � � � � s� vW � � o o c ° O c o o W O 6_ C,_ C', U Q o o � �S o oa � � o o oa ` oaf � a � �Joo ° v � � � � v v � W ° � � rn ^ ^ o) c° � � o � o ^ rno ^ O � � � � � �tC C W �j � �uW N O N � � � � � � o � � h ^ � � � ^ � � h �' �o �o�� `O� � � h oh � � � o, � oco � co � NN � � °jp) Q � � � ° � ^ moo ^ � � ^ � �� ^ � mho �ro, � � � � o� �oo � '�o� � ^ ro NN � � o ° � ^ ^ N c° "� hNN � ^ ro � o� l� o ^ ^� � � �0 � 0� � � oNQ) NO) mNmoo � � ^ o � ^ � �O � nO � ni °jNN ° °oon; cowrio� moo; ° � oo � � ^ � � oN � o o4) Q � ^ "q- Lc) o � �, �r ^ � � N �� ,� � � �r � °j �, � moo� o � � o no �, � � � � ^ �o � � � � �o � N � o � owN ^ � � � ��° �� o ^ o �� ^ � � � o, o �r � o ^ NNN Q) N (z oo �o � � oo, m� n, � ro "? �o o � � ^ rn � � � � � oN � ' ° � �oo �n oo �o � �r � �o �o � � o � � � n n �o � oo � � �i o � � �� o �� ; o;000 � � � � � � n � �o � o �� N � o � � �000 � � �oo �N � � � r- "� � � � � orn Q) Q) � � � �� o�� o ^ ^ � � N � � � � � � ° rn � J � � ) m ) roCo �o �o � � w �oww o, � � � o ° rn � � rn � o � rnrn �� 0000 h� � � � h � � � hh � � � � � � � � � � � h � � � � � �h� h� L h �� hh � � h � h ) � � h � ) h ) C r- '14 � � �� -�� ' � `' �' CURVE DATA CURVE DATA CURVE DATA CURVE DATA - - -- -- CURVE DATA CURVE DA TA P./. Sta. 484-99. 76 'PR- 1 " Sec. 19, T. 18 N., R.4 E. P./. Sta. 504-98- 12P' R- 1 " P./. Sta. 51-7L,90. 61 'PR- 1 " P./. Sta. 534-48.55 'A " P,/. Sta. 53-4-99.92 'A " P./. Sta. 554-26. 65 ';4 " COOL CRE = 04°06'57" Lt. To A= 12°49 '34 Lt. 4= 57°13'38 Rt. 4_ 15°30'43" Lt. R= 35. 00'15 Rt. R= 400.00' Rt. E/K �___ _ 4 C/oy p R= 125.00 R- 175. 00 - - Line A " R= 1000.00' Homi/ton County R=200. 00' P. T. Sta. 474-15.24 ';4 " T= 68. 19 ' T= 23.84 T= 15.89 T= 90.53 T= 35 93' T= 22.48' L= 71.84 L = 44. 77' L= 124.85' L= 47.38' L_ 29.83' L= 178.05' �-�_ - E= 17.39' E= 1. 62 E- 3.44 E 10. 1 - E= 1.26 i h � I z __ - -- i �� = STA TE OF /ND/ANA (Fitness Station> --- P. C. Sta. 514-22. 42 'PR- 1 " P. Sta. 514-90. 61 �, = 57° 13' 38" Rt.s ° g'29 P. Sta. ° 534-99. 92 'A " (wooded) _ it Q P. T. Sta. 514-20. 41 PR- 1 Wooded n biro 35 A = 48 50' 15" !?t. Q ( too 1:411 e N d s U� W P. T. Sta. 544-13.86 Tv /¢ P.1. Sea. 5U*'98. 12 "PR- 1 " tr - „ ° - 34 „ L �2°0�>�0 W r P. C. Sta. 544-36. 13 '% G 49 t. G� 12° 2 1 k, , N 3 (wooded) (Wooded - = - „ „ � 30' Taper ,N -� P. T. Sea. 52 -47.27 PR- 1 P. C. Sta. 484-20. 31 A _ ^ � -�- , � _ __, , - - � P.1. Sta. 554-26. 65 ,A „ - �� 9p� - , 4-T' 4-24. 15 _ --_ ,� D 25 30 15 Rt. x 21.55 - Line A 4-62 -_-------- � ,r Q Line PR-1 x _ ______ - �`� � '1 � �� STRUCTURE No. 1 Line A " , �� _� _ " �� , Mod. E-7 /nle t wl ° t •, ✓ � �` `�. of 15 Pipe & C. PES 1- Required. 24' - - - Se t/. Sh t. No.___ ; See D - Construction Limits --r - - �- x. x, ;, of 75. 64 'PR- r-- _ = � _ 1 ta. 534- 4. 03 _ P. C Sta 5 P C S � t =-_ -=-�_- __---_ _--- op � - - ---,�' ��'-- �- q » p�� `� �` , � P. C. Sta. 53-(51.87 t Trail Esm - - �", �� - - __-- _ �,�� x P. C. Sta. 534-24. 71 A - -(-- PR_1 4_i_ _ - , „ „ �° C) Construction Limits 13. 71 P./. Sta. 534-48.55 A P. T. Sta. 534-72. 09 A �d ----- �.�---�5 0737 66 w ion Li its X - , „ Line L/PR-�" P. T. Sta. 564-14. 18 ,� - -�- N 0 : Cons tru c t 15 30 42 Lt. �o �- _ ----- - - 4-69 ��- - Construction Limits ' �� .�� -- - -, - - - - - 15, o��r �\y P.1.-Sta. ° 54--�19.85 M t. „ „ 5 CURVE DA TA �-Trail Es � � � - 31 37' 50" Rt. CURVE DATA P. T. Sta. 49+95.50 A - _ P.1. Sta. 54 4- 19.85 'PR- 1 " 2 � `� -- P.1. Sta. 494- 19.44 ';4 " P. C. Sta. 484-63.83 'PR- 1 " COOTS, HENKE & WHEELER /lV l/ESTMENT CO. � '09" Lt. Q ALL R/W do SURVEY DESCRIBED a= 31°37'SC"Rt. =- -- �o�' n 4= 66 55 R=240.00' 1 P./. Sta. 494- 19. 44 "A " _ P.I. Sta. 484-99. 76 'PR- 1 " Sec. 19, T. 18 N., R.4 E. PQ ';1 " UNLESS OTHERWISE T= 67.98' \\� o�tr �� R- 150. oo FROM LINE t. T= 99. 13 = 04° 06 57 L t. (Wooded) Cloy To L= 132. 49 _ NOTED STA TE OF INDIANA --- L= 175. 19' Hami/ton County E= 9.44 ' J P. T Sta. 494-35. 67 "PR-1 " COOL CREEK ASSOCIA TES, L TD. (Carmel Woods E= 29.80 LEGEND 00 o c c 00000 ° ° oo o ° o oova _ O SPECIAL PAVEMENT © ASPHALT PAVEMENT. ° ° ° � � oo ° oo o � � C 6 PCC FOR DRIVEWAYS � � 0 0 0 0 0 0 � � 00 0 � �ic � �i ° jcj j00 �10 0 00 � � 0 o a � a a „ 110 SYS HMA, TYPE A, SURFACE, 9.5mm L o � o o ° � � � 0 0 � 0 ° � � o � L-6 0 0 ° 0 0 0 0 ° o o ° 0 4 COMPACTED AGGREGATE BASE, No. 53 ' / o � � � W W � QQ ° QQW � � � � � ° � � � � � �" � � � � � °WQ �` W� �" `O 330#11S YS HMA, TYPE A, INTERMEDIATE, 19.Omm � � � � � OW NO � 0 � ,� � � o� � � � 0 � � o � n o, �r mo 3 CRUSHED LIMESTONE FOR SHOULDER o � � no, � � � �� rn �l ° � � 6 „ COMPACTED AGGREGATE BASE, No. 53 � �o � ° o �w � � � � o � o� � °' °j � � �, o °' � o `O � � "' °' h °' n, � on `° � n, °' � °' `° � ^ \ ^ � � ^ o � � ° ro m �, �, � �0 6 COMPACTED AGGREGATE BASE, No. 53 � � � ^ ^ � � � � � � � ° � N � � � ^ N '� N � �, ^ ro SEED M/XTURE, `A " � w � ^ � N � ^ r\ � � � � � � � ^ OK ASPHALT TRAIL: o � o n � o � � �, � � � � � oro ^ � � � ^� o no �, � � �r �oo � � � � ^ � � � �o � ° ^ ^ � ^ N � o, ^ cro, �o � �oaoho � � � �o "� � "�' °�' �' 110#/SYS HMA, TYPE A, SURFACE, 9.5mm ® MODULAR BLOCK RETAIN/NG WALL � � � � � o �"� � ° � OjOjOjO �' � N 13) `° `OHO " OHO °j � ° n � ^ � o �' �' � � � ° N NO 0000 � N � � � `� 220,E/SYS HMA, TYPE A, INTERNED/ATE, 19. Omm � � o ^ ^ � 1 ROLLED CURB h � � � � � � � � � � h � � hh� � � � � � � � h � � � � � 4) � � � � � h � � � � � � � � � � Qro � ro � Q � ckcr) � � � �, � � 5 COMPACTED AGGREGATE BASE, No. 53 - V! STA = 464-0 V! STA = 474-0 V! STA = 484-0 V/ STA = 484-7 P V,i TA = 4 35 V/ STA - 504-2 Vl STA = 514-0 P V! STA = 24-65 P V/ STA = 34-65 P V/ E- = 8 50 _ _ ,g V/ ELFV = 806.2 PVl E EV = 8616.20 Vl ELEV = 807.5 V/ ELEV = 807.8 PV/ LEV = 05.30 PV/ LEV = 06. 90 PV/ E EV = 8 . 4 V/ ELEV = 806.8 Vl ELEV - 805.8 VI ELEV 805 C = 100 00' V = 60 0 ' ' VC = 100.00' VC = 75. 00' VC = 60. DO' V = 60. 0 VC = 75. 00' VC = 75. 00' C = 100 00' VC = 75. 00 830 83o Retalni g Wcll N 4 Reta/n/n Wa// No. 5 820 820 o f s ti Grad Ele v 8 . 37' - \ 1810 810 1. 4% - 9 0 05 0,4 70 -1. Profile 11rade SQQ 800 43 ' Wood Ra!!i L eft 51 - � Ele v 80 . 68 9 Q ° 790 0 790 5,- 1 3,_3„ o Wood RO!!/ g (Left) Woo Rai/ing (Left CIN 0113 Q3 Q3 CK) 484-00 504-00 514-00 52+00 534-00 54 4-00 464-00 474-00 494-00 CITY OF CARMEL ��oRlzoNT_�L SC_1LE FILF� RECOMMENDED - - a FOR APPROVAL: COOL CREEK TRAIL VERTWAI, SC ALE DESIGNATION ^� - -- - -- ,� DESIGN ENGINEER DATE LAN & PROFILE LINE A PR- 1 1 " = 10' o SURVEY I300K SHEET o JRE DNT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �� Q�' �'I Q DESIGNED: - DRAWN: __ �1 317 INDIANAPOLIS,5461 6 240 Q 219 7 LVI 23 IN. 46410 ` 317 713-4615 219 769-2333 CONTRACT PROJE( I' f, CHECKED: JCZ FAX 219 769-237 CO CHECKED: J�Z Butler Fairman Seufcrt cl, O OO ��. � � � c ° : � �0 0 � W � � W � WW o c o ° �0 00 � � o � � � � � � � � � � � � � � � o � mom ° � ° � Qa O � � O � � � � °� � \ o L- :t O o ° � � 0 0 00 ° 00 0 0 0 0 0 0 ° m.� � � o �i � � o oma a v �� o o � � / t. v� o � \ � � J � � � � s� oW o ol� ° � o0O � � 0 � � ��° � I� ° ° O O ° 00 � nz) ° \ ° o ° OO 000000 c° rr � 0 � O ^ � O ^ N O � � W �i � LJ �Q � � � ol� � � I� � o � N o °I� �I� � � / o 1\4 c') co� � N � nNrr � '� � O �u �j � � U � � � O � O Oj �j O ` O O � `o C} ^ O CJ O Cp ^ (\ CF � N N Q N "� N �N Ch "� O ' N �W O / �� ^ � ^ ^ �, ^ � NNNNN � � �rro� �}. ^^ o � � o � � � o � ^ oN O`� � c� "� » o) � c� � o� � N �JNrrnc� � "� "� � n �oos ^ �j �b `V (�e ,+ � ( 0 O � N � O ^ o � N ^ � rr� � a0 � � 0 ^ � � � � � � � � �^ ^ ^ "� qj � �v � ° � � �r � � � r\ O ^ � NQ) N � ^ ON ^ � 00 ^ O ^ "� cflrr O �o "� � �� No� N �o "� O � � � �o ^ � �N�o �r�ONO ^ co^ �� N � N � o o�r� o � � NN �r n '3) � � � � � � �o � �o� � � � N " � ONo, � N � � � ^ � � � � � 0 ^ � ^ 0, ^ � o � � � � � N �oo^° � ^� o �o �o � � � ^ "� � � n � � � � � � m �0 ^ ^ NNNNN � �n n �n �o � �o � �o �r �r � � � � � � � � � NC) 'O00000 ^ NNN "� �r � � � (n oo �r �r �r � �o �o �o � � �^ ^ ^ N"�"� ^°�r�r �r �rh �� NN � � � � n �o �o ° / � N � � 1) Q) � � 4 ��o �oq) 1o_) �oloL-o �o � l) (r) 4 o1o �o z N N � Qo� � � � � � O � rn OOO000O000oo0 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^NNNNNNNN � P./. Sta. 54 19. 85 'PR-1 " STRUCTURE No. 19 P. T Sta. 54*84.36 'PR- 1 " STRUCTURE. No. 20 P/ Sta. 60f 17. 61 'PR-1 " � = 3137 50 Rt. 21 ' of 24" Pi e & '� » , „ J, /� / , Construction Limits _ '° . � P. C. Sta. 554-21.53 PR-1 24 of 24 Pipe &• A = 72'12'56 Rt./ �URVE DA TA / \� CURE DA rA �, i 25 Pub lic Line PR 1 2 PES Required x /. Sta. 62(56. 48 ';4 " Pedestrian 2-PES Required P./. Sta. 59*86. 16 A P. Sta. 67* 19. 02 A N - - ' E _--_ 30 Taper , „ / J J, QQ. Easement -- o A= 33°00 06 L t. 4= 79'20 16 L t. P i % �T � = 45 04 08 R t J / Q� � L t & Rt R_200.00 R_25.00 *P T(*53. 45 T 59.25/ 5 T 20. 73 K EON . �e ( �� App. Esm t.(12 33) L= 11 !20 � �� L_ 34. 62 7-A . Esmt 0 495. 12) ---- ---- ✓ P. T Sta. 55-7L59, 72 PR-1 (Back) _ c� • �� Line 'A " Wooded �� E- 7. 48 � � 10' iL ° P. O. T. Sta. 57*62.31 ';4 " (Ahead) N d�� Line, 514901 �- l L e PR-1 - / STA TE OF /ND/ANA ,J „ °� - _ __ _ v x x - k ��` - `� ; ° P. T. Sta. 64* 2 A O / � � Trai/ Esm t. - --_ N 44 54 16 E �` fir _ 10 C 24 RCR�� _ Cdnstruction Limits 0 5 ---- __ _ -��- - -- 24-RCP------ ---------- ns '� m P. . 63*85. 59 '4 o / ch � Line A�X�� ---� ' ' � �'� - P / Sta STA TE OF /ND/ANA - �rr �� ' = J5'07'46" Rt. �� P. C. �,Sta. 59*44. 67 A 2 -+ - - r *65 P. C. Sta. 56*54. 75 'A " P/ Sta. 55*40.86 PR-1 - - - - �� 2S E (Wooded) �� - 09 P. C. Sta. 63* 14.36 'A " CURI/E DATA s\ �� P./. Sta. 62*55 � PR-5 Construction Lim ' s��i „ D = 2153 03 ' L t_ -- - - - - - -�- � P./. Sta. 63*85.59 A v 0 = 58 42'50" Rt: -' �� / , „ P./. Sta. 56*73. 42 'A * 17 , P. T. Sta. 57*40. 65 A Wooded - 4= 35'07'4 6 Rt. _ - t J � EO/V. R=225.00' L = 21 09'06" Lt. �P T Sec. 61*74. 97 '�4 " = i P. T Sta. 63*35. 43 'PR-5" AdJust Manhole To Grade P. T. Sta. 60*23.33 'A " \ ' -"` T= 71.22 S 725721 W _� , *16 P./. Sta. 57*16. 66 ';4 " P. O. C. Sta. 60*23.33 'PR-5�'� P./. Sta. 61*19,02 A �� 10' P. O. T Sta. 62. 72*45 'A L= 137.95 P. T Sta. 56*14. 18 'A " � 33 0006 L t.-� � P. T. Sta. 624 70.37 A = 28 03'51 " L t. JJ „ - �- �_,_ i E= 11.00 » P. C. Sta. 60*59. 78 A 10 Pub/ic P. C. Sta. 53*51.87 PR-1 P.R. C. Sta. 56*91. 67 'A " �� Wooded P�Q Eadsbment �P# �l P. T. Sta. 60*70. 71 PR-5 v �� 0 � ( ) _ Sec. 19, T. 18 N. R.4 E. P CURVE DATA �, A `Esm t. if 68.70 `� l �� C/ ��e0 CURVE DA TA � k� 7k'` ay To STA TE OF /ND/ANA P./. Sta. 55*40.86 'PR-5" K � N s8 -_� , Hcmi/ton Coun ty �� 0 P/ sta. 54* 19.85 PR-5 Q CURVE DATA v Public Pedes s t<` 4=21 53 03 L t. J, P./. Sta. 634 21. 43 PR-5 4= 31`37 50 Rt. " P. C. Sta. 60*90. 12 PR-5 Easement E' y GO R- 240.00' a� R= 100.00' P. Sta. 60* 17. 61 'PR-5" � , » - Iv � �� - � � = 81 09 50 Lt. �� T= 19.33 4= 72°12'56"Rt• Construction its \� E i - T- 67.98' o L= 38. 19 ' R= 100.00' CURVE DATA P.1. Sta. 61*20.24 'PR-5'� � � � �� °�� ' j� ' r -f FL' *60.28 L- 132 49 E= 1.85' T= 72.94 ' P.1. Sta. 59*86. 16 ';4 " Lt. ` -A- ° ° �- - -i 13. 48' E= 9. 44 CURVE DATA L= 126.04 ' a= 45°04 '08 Rt. � = 270712 �, � i � � �, o � ,� *90 -�ti 3„ �., � ROYAL R. & L YNDA L. PEENING CURVE DATA P. T. Sea. 61*43. 46 'PR-5" ` P./. ta. 62*56. 48 'A " E= 23. 78 R= 100.oo' 16 CURVE DA TA CU DATA P./. Sto. 56*54. 75 ';4 " 16. \ °o ' Trail Esm t. L = 79:20'16" Lt. P-1 Sta. 61*20.24 'PR-5" P./. Sta. 63{21. 'PR-5" P./. Sta. 57-T 66 ':4 " T= 41.48 Pa vinq Exception 4=21 '09 '06" Rt. 4=28°0351 " L t. L= 78. 66' P. o. T. Sta. 61*64. 13 'PR-5" o _ P. C. Sta. 63*00. 02 'PR-5" R= 100.00' R= 100.00' L EGEND 61 o I �'(*42.81) 4=27'07'12"L t. 4= 81 '09 '50"L . E= 8.27 P. O. T. Sta. 61+98. 13 'PR-5" 4 C ,< I *68 15.54' P. C. Sta. 62*35. 75 'A " R= 100. 00' R=25.00' T= 18. 67 SPEC/AL PA VEME/V T• P. T. Sta. 62*83.23 PR-5 , L= J6.92' L= 48.98' © 6" PCC FOR DRI V,-'-WA YS P./. Sta. 61*81. 13 ';01?-5" `t'� T= 24. 11 ' T= 21.41 ' E= 1. 73 E= 3. 08 4 COMPACTED AGGREGA TE BASE, No. 53 _ 52 L=- 47.33 L=- 35.41 o o c c \ c O 3'; CRUSHED LIMESTONE FOR SHOULDER = 8-9:5457" Lt. (No Curve Run \ *70 P. C. Sta. 62*21. 74 PR-5 E= 2.97' E= 7.91 cl- v o 0 0 ° o ° v a v Z 6 COMPACTED A GGRf TE BASE No. 53 o 0 0 0 vv vim ° Ll- Q � � � � © ASPHALT PAVEMENT *l' *42. 79 `�'l 65 � � o o � o K ASPHALT TRAIL c v 0 0 0 0 0 � � o o � � o o ° o o °0 110#/SYS HMA TYPE A SURFACE 9.5mm 83 , \ 463 0 ° ° � ° ° R� � � � �i ° ° o o � o om o 0 0 � � � � o � Q � W � W � � o � o , , , 91 , o a o .a.ao .a aO .Qo .a ° o � o `� � ° o �o mo o m � I� W � WWQQW o � WW � cs� 110#ISYS HMA, TYPE A, SURFACE, 9.5mm ,� „ (�' \ 82 � c � � o � l� � v � W � � � I� a � al� o o � ° � � � �� W c co �0 v SEED MIXTURE A � � � � � � � c� � L� � � � � � � ��n o �� , � o � � � o � � `` � � �no 220 SYS HMA, TYPE A, INTERNED/ATE, 19.Omm �roN � Nc° N � ° WWW �° W� � � � m mW '< � � N o o � No, � � o, a, �r �r "� � „ #� QQ � r� � �roN � oNo �r � onNrno � � � � � � �n � � 000 � �° � No� `° �a�� c° � � "� � � �o ^ � � oo o ro � NNN � �; � o, ^ � a; � � � 5 COMPACTED AGGREGATE BASE No. 53 P ^ ^ ^ ^ O � o� � N � ^ ^ ^ rr ° � N ^ N ^ a� cfl ^ ^ � N "� ^ ^ moo; ^ ^ ^ ^ � � ^ ^ ^ ^ ® MODULAR BLOCK RETA/N/NG WALL o ^ N � ^ Oo� N^ ^ v� rrN o No r � � � NN �on � o � � � oNNN � o� o � o � c� o � kj �N�� N � N m `O % 0) ,jl� nO nONNN �r �oo � � N � ", ^ N � n �o ' % ^ ^ � ^ ^ � � o) "� � "� "� g6 � � � co � �o "� -\i- N �o ^ "� � ^�^ moo n��r �r � "� � c� �r N � � � �r � �o �oN L ASPHALT PAVEMENT ALL R/W & SURVEY DESCR/BED Imo ^ � � `` °° N � � � o � � � � � N � ^ o NN � � � No � ^ N � � � ^ � ^ � ^ ^ � � � � 1 ROLLED CURB �b �rN � o� � oNNN �o �rN � � � �a ^ ^ ^ ONE ^ M �� ^ � � � ^ o )"�'� N� n� ^ ^ h �oNO �r �r oN � � N �o ^� � � ooLn � �o � � �oN NN oN � N lo o � � � 110#/SYS HMA, TYPE A, SURFACE, 9.5mm „ „ N N ^ coo � �r n � �o �nNO "� � " c'\1 CO oo � N �o � � � N0 � ^ � � ��n �� n n % N � � � � � � ^ � �, % �' � � � � � NN In FROM LINE A UNLESS OTHERW/SE N � � � o� �oo �oloN �oo) � NN � lololoNn � o� � �oNOp � �d l) lz NNN� o1)'� � Q)NQ3 N � � � � � � Nom 330h/S YS HMA, TYPE A, IN 19.Omm NNN �r "q- oz � � � � o) � "� � �o �o � �o �o � � � 1 o) Q') c° c° I� r\ � � O ^ ^ �� rcr �r4) 4) cow \ NNNNNNN � NO * + * * * * * * * * * � � � � � � � � � � � * * � � � � � � � * � � � � � � � � � * * � � � � � � � � � � � � � � � � � � � � � � � � � � � 4) � � � � � � 4) � � 6" COMPACTED AGGREGATE BASE, No. 53 � o � o % � 1o� � 0) % 000Q) Q) Q) 0000 ^ ^ ^ ^ ^ ^ ^ ^ NNNNNNNNNN NNNNNN � ^� �, � nnnI-) I , � � � � � � � � � � � � o � � o � � � � � � � � � � � o � � � o � ��o �� IzI � o � � o � � o � o � � lz � � V/ STA = 54*5 V/ STA = 55*5 V/ STA = 58-1-5G V/ STA = 59f 5 V/ STA = 60*5 'v V/ STA = 62*5 P V/ STA = 3*75 Vl STA - 64*50 V/ ELEV = 806. 4 VI ELEV = 808. 6 V1 ELEV = 806.2 V/ ELEV = 808.5 VI ELEV = 805.5 aVIM Vl ELEV = 809. P V/ ELEV = 09.58 V1 ELEV = 8 10.8 VC = 60. 00' VC = 100. 00' VC = 75. 00' VC = 100. 00' VC = 100. 00 ep �On VC = 60. 00' to 830 C = 75.00 VC = 60. 00' `N' Wood Rai/in � coo 830 I� WO d Rai/in ` "? 7 -7 25' O etaining Wa// Lett J, o 820 Woo Rai//n 5 -O o II ; II II N 50'-7" Left 820 �9 Q � Q � 5 4'Ri t o Pro file rode W Left h t 810 eft � E/e v 8 4.50 1.86% -0.3 0 -2. 609' a 8 q- 3 0.26 1 810 _ 0 2.20 4 0 _--- 800 cd \E-ws--t-�i Grade � J h N E/e v 8 4. 90 N h � 790 N 790 Q Z v � Q QQ Q) 116 �o � � � � � 54{00 55400 58400 59400 60400 61 400 62*00 63400 63400 64{00 o HORIZONTAL SCALE REC�oM�-1ENI�EI� CITY OF CARMEL 1 „ _ .30� FILE v FOR APPROVAL:AL. COOL CREEK TRAIL -- „ VERTICAL SCALE DESIGNATION ^� DESIGN ENGINEER DATE PLAN & PROFILE PR - 5 & A I" - IO' SURVEY BOOK SHEET DESIGNED: JRI DRAWN: _ DwT_ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G t �_7 O� `,I v INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 �3:3 G 317 713-4615 219 769-2333 T Z - JCZ - J�'L - FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJE(' I' CHECKED: CHECKED: Butler Fairman Scufert / I V I F N C I F F R S r I I I I I I I I I I I I I I , Q m � � � � � � � o �� ZZ � � ZZ � � � � ZZ � � ZZ o � � � L N 00 0 � � 0 � Om � � � v v �� o CURVE DATA CURVE DATA 0 � � � � � � v �� noo, � � � � � � o � N � � o � � �, � o nor' o � o �, o o � �� N o `r � LC, �o � � o � � I-� � m � � o� � � � � o � o � o � � o � F. Sta. 704-33. 43 ';4 " P. Sta. 70*44.23 'PR-2 " � oo �N ^ � -,qN (N � � �N � � N � Q -,i, N � A= 61 °46'40"Rt. A= 52752'05 R= 100.00' R= 100.00' � oN � chNC606n o � ° m - � N � � � o) N- ° � o� � rn � N � ° � �' � � � C � � N- � N- OCJ T= 59.82 T= 49.35' NON 4n � n � � � �dN n � � �� oo � �o � � n o � o � �oo - N �� oo � �r � o � � �o �o � � o� � � � � � � � L= 107.82' L= 91. 69 ' � � (n 1z � � � � � �z �z 1-0 �0 �z � � � �z N N N N N N � � � � � � � � Qy) 1�) 1�) rn � � 4-41010.Esm t 74. 94 STRUCTURE No. 21 P./. Sta. 704-33. 43 ':4 " 4-A Esm t. 4-02.84 F'� p DANBURY ESTATES = 61 46 40 Rt. P. T. Sta. 744- 'P - Sec. 19, T. 18 N., R. 4 E. �� O 47, > \ \6.27' 37' o f 12" Pie & o ' " -DA ES TES 50.56P R 2 Clay Township _ . I TL'( >A 2-PES Required SECTION 1 p. P./. Sta. 704-44.23 'PR-2" SEC/70/v 1 °p \ 4-04 AP BLOCK '"A " 50' Sanitary Homi/ton Count � Mite ation & y A 9 = 52 32 05 Rt. Sewer Easement ';OR-2" � � 78' Trai/ Esm t. P.R. C. Sta. 704-81. 43 ';4 " Common Area) Line 50 Sanitary \ Sewer Easement P. C. Sta. 70�-94. 09 PR-2 / P. T Sta. 694-66. 04 'PR-2" q2 P. C. C. Sta. 724-58. 40 'A " 4-00 / /lon °1 - P. C. Sta. 724-56. 62 'PR-2" t P. Sta. 664-97. 66 ';4 Line 'A " A Esm t. APP. Esm t. OtrU� _ pP. Co - (J > >s �� -,. .. T � � -� �� "_�� 76 34 18 Rt. Mitigation &� ______� _ o _ P. T Sta. 724-41.57 PR-2 '� Q Trai/ ism _ App. Esm t. .� w Q. P. T. Sta. 674-52.37 A \ P. C. Sta. 694-16. 93 "A ' -�T - 27" 9.9- --- Construction Limits ' 4-00 - onstrufi ---- - _. _ _ - - , -__-- P. S�ta 73-7L55.25 PR �. / - j Construction Limits\ ��'' Cb � - _ ' i' �_ App. Esm t. � . 6 Mitigation & „ „ = 25 4352" L t. P./. Sta. 7,34-84. 47 ",4 " N l \ F -_, _- - co Trail Esm t. P./. Sta. 714- A Esm t. \ - �- Temp. Esm t. � y , 25' Public �� i� K PP v ' E _ -- - D = 28 09'56" L t. _ "29 43 36 L t. J v 57°46 �, P. T. Sta. 704-86. 57 PR-2 App R Pedestrian i �� *App.Esm t. 4-00 '� " v __-- - ,. .� P./. Sta. 714-69.35 PR-2 , Easement �� P. C. Sta. 684- 13.21 A __ 4-50 P. C. Sta. 67-q49 8 PR-2 __ ----- App. Esm t.(39. 84 CURVE DATA - „ „ Line A 25 Pub lic �� - „ P./. Sta. 68-4-41. 47 ';4 " Pedestrian I - P./. Sta. 734-84.47 A ��' „ Easement - -- _ - CURVE DA TA CURVE DA TA A=2,9'4J36" L t. = 3133 31 L t. P./. Sta. 714-71. 74 ':4 " P.I. Sta. 714-69.35 'PR-2 (,'UjQVE DA TA R= 475.00 ' „ _ �,, A _ , T= 126.06 P. T. Sta. 684-68.29 A \ ; A- 28°09 56 L t. A=28°09 56 L t. _ i P./. Sta. 734-55.25 PR-2 L- 246. 44 ' P. C. Sta. 664-18. 73 "A " P. C. Sta. 694-25.50 'PR-2" � R= 360.00 R= 300.00 A=25°4352" L t. _ moo T= 90.31 T= 75:26 pp. R= 431.85' E 16. 44 CURVE DA TA CURVE DA TA CURVE DATA P / sta. 694-46. 05 '-PR-2" ,�� CURVE DA TA L- 176.97 ,�- 147 48 T= 98. 63' , „ ., E= 11. 16 � E= 9.30' , " = 23°13 53 L t. P./. Sta. 694-46.05 PR-2 - L= 193.94 �a , /P./. Sta. 664-97. 66 A P./. Sta. 68-,-41.47 A P./. Sta. 694-46. 06 A A �a� ° ;� A= 76°34 '18" Rt. A= 31°3331 " L t. A= 3228:29 " L t. � P.R. C. Sta. 694-73. 61 'A " A=23°13'53" L t. / E= 11. 12' R= 100.00' R= 100.00' R= 100. 00' / R= 100.00 X�� Po -'/ T= 78.94 T= 28.26 T= 29. 12 P./. Sta. 694-46. 06 'A " T= 20.56; DANBURY ES TA TES HOMEOWNER /- L= 133. 64 L= 55.08 L= 56. 68 A = 32 28 29 L t. L= 40.55 FL s / E= 2.09 ' ASSOCiA TiON, INC. ALL R/W & SURVEY DESCR IBED _ E= 27.40 E= 3.92 E= 4. 16 LAURA VISTA -__ � = / FROM LINE ':4 " SINLESS OTHERW ISE Common Area "A") , / Ma tch L in e � NOTED 0 0 0 0 0 0 0 o 0 0 L O SPEC/AL PA VEMENT.• L ASPHAL T PA VEMENT. a a � ^ m � oc, m , m o � m000m � � mm 000 ` ' � o `� 0000 �' U' o � � o o � � o oo c o° o C 6„ PCC FOR DRIVEWAYS o o00 00 00 0 0 0 0 o o � ° � � � � � �i � � � � � � � v � � � �� o � � a � � � � ~ o � 4 COMPACTED AGGREGATE BASE No. 53 110# SYS HMA, TYPE A, SURFACE, 9.5mm v v ° � � � � � � � � � � � � � � ^ � � � o � � � � o � � � v v 330 /S YS HMA, TYPE A, INTERNED/ATE, 19.Omm � �, - � � � � � � � �, � � '� ^ �o � � o � � � o, o� � � o n � � � J 3 CRUSHED LIMESTONE FOR SHOULDER -� � � � "� `` N rn ^� o �n � QOj � �n `� "� "� 6 COMPACTED AGGREGATE HA,SE, No. 53 Noo �o � � � � � 11) cl � � � "' i° � � � coni �onid N �z(z ooQ) Z, �o � � � a; � � � � � � � � � 6 COMPACTED AGGREGATE BASE, No. 53 N � I-C) 0 � � N "� rr � � � � rrNni � rr � co �o � � � � N N � IN N � � � o, � � � � � �j � � o; rrm � _ �r � I- I-n � � N � � n � oo � � �r �p c,) No� � NQ-) 1)) o � � N � � � ^� �, � o� � � o � N0m o � nm � � �r � OK ASPHALT TRA/L: SEED MIXTURE, `4 „ n � o � �oom � � rno) � � � ooC\, �n - o � �, � � � � �r �o � o � �o �, o � �orn � o � � � � � oNc)\) No �o � � �, ^� o o � � � � n �o �oo � �o �o �o �o � ^� � � N0o - N � NN � co � o � � � � � � � Nh � � �; � �ro � n ^� o �o � N � � 110#/SYS HMA, TYPE A, SURFACE, 9.5mm ® MODULAR BLOCK RETAINING WALL � � � � � � � + � � � � � � � � � � � � � � � � � 220p415 YS HMA, TYPE A, INTERNED/ATE, 19.Omm ROLLED CURB � � � � � � � � roro � � � � � � rn � � � � � � � � � � � 00000 0000000000 � � � � N � � � "� , �r � � N- N- N- N' N � � � � � 5 COMPACTED AGGREGATE BASE, No. 53 V/ STA = 654-2 V/ STA = 664-2 V/ STA = 674-0 Vl STA = 684-D V/ STA = 694-7 Vl STA = 704-7 Vl STA = 724-2 V/ STA = 734-5 Vl ELEV = 8 10.5 V/ ELEV = 812. 4 V/ ELE = 811. 1 Vl ELEV = 812.2 Vl ELEV = 810.5 V/ ELEV = 812. 0 Vl ELEV = 810. 7 V/ ELEV = 811.8 VC = 75. 00' VC = 75. 00' VC = 75. 00' VC = 75. 00' VC = 100. DO' VC = 100. 00' VC = 100. 00' VC = 100.00' 830 Wa d Rai/in 830 0 � o 30' "� 30' 0" Righ L ft 820 820 Pro file Grade 4-75 ev 1. 69 1. 8� 39 0.84q 810 810 --- 0 -0 ab Existing Grade e 800 800 Q N 790 790 o o co o N o o ab 65*00 66*00 67+00 68*00 694-00 70*00 71 f 00 72-1-00 73*00 74*00 CO- -HORIZONTAL S('AI,E FILE � o RECOMMI�'.NDED CITY OF CARMEL i :3 0'aI'I'IZOVNL: _ COOL CREEK TRAIL VEPTIC_AL 5('aLE DESIGNATION DESIGN ENGINEER DATE PLAN & PROFILE LINE A, PR - 2 " 1 " = 10, S1TRVE1� Boob sxEE�r �l DESIGNED: JRE _ DRAWN: DWI' 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - ------ - --- - - INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 33 ? 26 OF 71 317 713-4615 219 769-2333 T_ C:HEC'hED: J(1L CHECKED: JCZ FAX 317 713-4616 Butler Fairman Scufcrt FAX 219 769-2377 ('oNTRACT PROJECT 1 I I I 1 I I I i I I I I I I 0 n, Qs "I- 0 O a; n, n, ^ � Nl- oo �z 000)Q) DANBURY ESTA TES �� FOSTER ESTA TES SEC77ON 1 CURVE DA TA 4-App.Esm t.(4-06.32) P.I. Sta. 774-31.57 'P17-2" SEC/70/V I CURVE DA TA Common Area) App. Esm t. (20 32' p = 30 04 27" Rt. BL0CK "A P.1. Sta. 774-31.57 PR-2 Q P.1. Sta. 82 4-37.85 ';4 " ' "Rt. (Common Area) CURVE DATA CURVE DATA P. C. Sta. 814-39. 04 'PR-3" CITY OF CARMEL 4 30 D4 27 P.1. Sta. 774- 14.69 A 0 d= 18°42 13 Rt. R= 400.00' P.1. Sta. 774- 14. 69 ':l " P.1. Sta. 80�-00.96 'A " 0 R= 500.00' (Common A�eo) T= 107.46' = 34 04 '11 " Rt. 4= 34°04 '11 " Rt. 4= 38 50 '15" Lt. � T= 82.34 L= 209.96' '� P. T. Sta. 774-43.51 ':4 " R= 100.00' R= 100.00' '� L= 163.22' P. C. Sta, 814-55.51 "A " � P. C. Sta. 76�-84. 05 A _ .� E= 14. 18 M -7 \ T- JO.. 64 L= 67. 78' � E= 6. 74 P.I. ° „ „ Sta. 824-J785 A 50 Sanitar 813.47 \ Construction Limits L- 59 - - - y Line ';4 " E= 4.59 E= 6. 03 -- � = 18 42 13 Rt. Sewer Easement -_-- \ Mitigation & \ Trail Esm t. i P. T. Sta. 834- 18. 73 'A " V v P. T. Sta. 754-04. 85 'A " ---_ '�+ Cn -------------- 50' Sanitary � Construction Limits Sewer Easement P. T Sta. 80� 33. 48 'A " ---- _ - Line ---------- -- ---- _-- _- n L,rnits 10. 35) Ly tructio- = ;- _ App.Esm t. (20 - _ _ - .,s 3°10 _ _ _ _ N 3 App.Esm t. (4-98. 71) \ \ Line 'PR-2" k � \ \ --rt eo - ,, - - Line PR-3" Line A - " 4-Apo:Esm t. (� 05. 47) i - _ - - - - App. Esm t. (30.58) �' , - v k � 6 �� v App. Esm t.(16. 75) -�� -- -, P. C. Sta. 764-24. 12 "PR-2„ v v ,- --- - - ----- -- ---- -- 2 �,. EON v v � . le 24°2 RAF P. T. Sta. 834-34. 90 APR-3" Back - X '� PQ �� N - -- P. T. Sta. 784-34. 08 'PR-2" Back - k -- 2- - �_Y �- v �, i _ - ,-� -��-�+� P. O. T. Sto. 834-35.20 ';4 --�0. T. Sta. 784-43.27 'A " (Ahead) _P. T Sta. 744-50.56 'PR-2" - �, , , _ __� _` ern tls ; ; \ - 1 APP' F' ----- \ do �- ---- Mitigation & ,; - _ Esm t. r - - -- (Wooded) \ 79-4-65. 70 '% \ 0 20'"unitary Sewer Easement CURVE DATA Sta A. 80-1-00. 96 ' " - " _ "R - P. Sta. 82-1-37.85 'PR-3" •� = 38 50 15 L t.---- -- - ,APP- A= 18°42 13 Rt. o \I R= 600.00 DANBUR Y ESTA TES HOMEOWNERS *04 � ASSOC/A T/ON INC �b� App. Esm t. FOSTER ESTA TES T_ 98.81 V �`' / SECTION 1 L- E= 8.08' O / App. Esm t. Q Pip LEGEND - © SPEC/AL PA VEMENT.• © ASPHAL T PA VEMENT- z a � m a � � a 6;, PCC FOR DRI VEWA YS 110#/SYS HMA, TYPE A, SURFA CE, 9.5mm ALL R W do SURVEY DESCRIBED o 0 0 0 0 0 0 4 COMPACTED A GGREGA TE BASE No. 53 / X00. � a � boo ono s; oo o � ° po � o ° 330#/SYS HMA, TYPE A, INTERMEDIATE, 19.Omm o (j m o v s' v v 's 's ✓ 3" CRUSHED LIMESTONE FOR SHOULDER Cis FROM LINE A UNLESS OTHERWISE v o o „ 6" COMPACTED AGGREGA TE BASE, No. 53 � � ^ � � o � � h � � ^ � � N � ^ Oj 6 COMPACTED AGGREGATE BASE, No. 53 NOTED °j ^ �' ° ' ° °' �N � � �' `' " °' ' ' OK ASPHAL T TPA/L.' SEED MIXTURE, A ^ �, � 0oo � � � � Q) CQ � � � � � n � � � � °jC� 110 SYS HMA, TYPE A, SURFACE, 9.5mm � � � � o � QQ � � � � N � � o � / ® MODULAR BLOCK RETAINING WALL � � � � NNo o� oo Q ^ 4) oo ^ ^ ^ �z 220 SYS HMA, TYPE A, IN TERMED/ATE, 19.Omm BM#7-E1.910. 72' Top Center Bolt F.H. Mounds Ent. 00000 ^ ^ ^ �I �I �, � 1 ROLLED CURB � � � � o � � � � � � � � � � 5" COMPACTEDAGGREGATEBASE, No. 53 Sta. 94-02.482 'A , 15. 05 Lt. � � � � � � NN N� N � � � ` ` � � � � � � � � � � � � - 4 f 5 V/ STA = 764-7 V/ STA = 774-5 VI STA = 804-0 Vl STA = 814-2 V/ STA = 824-5 V/ STA - 7 Vl EL E V = 811.2 Vl ELEV = 812.2 V/ ELEV = 811.8 V/ ELEV - 812. 7 V/ ELEV 812.8 Vl ELEV = 814- 40 VC 100. 00' VC 100. 00 VC 100. 00' VC 7500' VC 75. 00' VC 100. 00' 830 830 820 820 rofile Gr, de O 05� o. 46 % 810 810 0 h 800 800 ° N � � N Q "-) "� 790 0 790 v o QQ 784-00 804-00 81+00 82+00 83+00 774-00 794-00 74+00 75+00 76*00 HORIZONTAL SCALE FILE RECOMMENDED OF CARMEL RECOMMENDED 1 „ _ a FOR APPRO` AL:- COOL CREEK TRAIL -- - -- -- 99 „ �'ER''ICAL SCALE DESICaNATION ,! DESIGN ENGINEER DATE PLAN PROFILE A PR- 2 PR- 3 1" = 10' SURVEY BOOK SHEET Q DESIGNED: JRE DRAWN: 336 v 7 OF 1 0 JRE 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G �^ - - - - _ INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 317 713-4615 219 769-2333 - CHECKED CONTRACT PROJEC�h 7 J(,Z JC,I FAX 317 713-4616 FAX 219 769-2377 ' I1 E KE D: Butler Fairman Scufert M J C I v F N I I I I I I I i I I i I I I I ^ � O O^ � O � Q ^ Lo (Z G °� I � � \4- \ End Trail Project Be in PCVln_q EXC6 tion P. O. T. Sta. 884-06. 11 ':4 " CITY OF CARMEL P. T. Sta. 87f 84. 10 'A (Common Areo) P. T. Sta. 87-7L81. 05 'A 0 A �. Sec. 19, T. 78 N., R.4 E. A FOSTER ESTA TES C lay Township P./. Sta. 87f 70. 93 'A " • Hami/ton Coun ty L = 23°33 29" Rt. \\ \ \ v SECTION 1 , (Common Area) 50' Sanitary Sewer Easement \ P. C. Sta. 874-05. 04 ';4 " v �., 50 Sanitary� Sewer Easement Construction Limits r _ v v - 4 r f N 43 0 25 Z a � l _ Line �, On in 5 - APP '_ ----- -- - - - Lot Line �( APP� �'ti --� lo C1 EON --- Construction Lirr�it� P. C. Sta. 854-03. 94 ';4 " P. O. T. Sta. 854-86. 71 'A " = R. C. Sta. 874-60. 0 A " - P. O. T Sta. 504-19.20_ "s' 1—A " 1 ,A „ - ---- P.1. Sta. 874-36. 0 ------- - P./. Sta. 854-32. 15 'A " � ��_ --- D = 03°13'52" L t. - - --- --- D = 63°33 20" L t. o, P. T. Sta. 854-60.34 ';4 " (b CURVE DATA CURVE DA TA CURVE DATA LEGEND P./. Sta. 854-52. 15 'A " P./. Sta. 874-36.01 'A " P.1. Sta. 87-T 70.93 ';4 a FOSTER ES TES � o 4= 03°1352" L t. Q SECTION 1 Q 4= 63°33 20" L t. �' 4=23°33 29 " L t. �, e © SPEC/AL PA VEMENT LOT 228 R= 1000. 00 R= 50. 00 R= 50.00 Q - Q t .\��e� 6" PCC FOR OR/VEWA YS T= 28.20' T— 30. 98 T— 10. 43 4" COMPA C TED A GGREGA TE BA SE, No. 53 Q p5 O✓ 3" CRUSHED L/MESTONE FOR SHOULDER L= 56.39 L= 55. 46 L= 20.56 /� E= 0.40' LOT 227 LOT 226 E= 8.82 LOT 225 E= 1 08 LOT 224 LOT 223 6" COMPA CTED A GGREGA TE SA SE, No. 53 - - - - - - OK ASPHALTTRA IL.- Drainage — - - - - - - - - — — Tsem en t \ 11011S YS HMA, TYPE A, SURFACE 9.5mm 220,411S YS HMA, TYPE A, /NTERMED/A TE, 19.Omm 5" COMPACTED A GGREGA TE BASE, No. 53 i © ASPHAL T PA VEMENT.• a m m a m I/WIS YS HMA, TYPE A, SURFA CE, 9.5mm o0 0 o o Q 330#/S YS HMA, TYPE A, /NTERMED/A TE, 19.Omm , o ^ 6" COMPA C TED A GGREGA TE SA SE, No. 53 Q' ALL R/W do SURVEY DESCR IBED ^ o �, ^ ^ �; �, ^� SEED M/XTURE, A N FROM L/NE A UNLESS OTHERW/SE o ® MODULAR BLOCK RETAINING WALL rooN � � � � N NOTED � � � o + 1 ROLLED CURB Vl STA = 85-7L2-')- P Vl STA = 64-15 P Vl ST 1 871 0 VI ELEV = 815. 0V P V1 ELEV = 1331 P Vl EL V = 81790 VC = 75. 00' C - 100 00' VC 60. 00' T: 830 830 0 90' Wood ailing eft) 105 — Wood Paill ng igh t 820 Profile Grade 820 0.2210' -1 .99q 810 (610 0 � Exis tin Grade 4800 800 � o 790 790 vo � Qz QQ U) (J-) Q3 00 66 o � 83f 00 844-00 85*00 86*00 87*00 88*00 89f 00 CITY OF CARMEL HORIZONTAL SCALE I�ILE RECOMMENDE�D COOL CREEK TRAIL ' - `�" ° FOR APPROVAL:--- - _ -- - „ „ VERTICAL SCALE DESIGNATION �? DESIGN ENGINEER DATE PLAN & PROFILE LINE A 1" = lo' J SLTR�'E1� BOOK SHEET Q DESIGNED: JR�, DRAWN: •JKF 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G TT,' ,� - - INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 '�� 0 I J�'Z J�Z 317 713-4615 Butler Fairm�an Seufcrt 219 769-2333 T_ CHECKED: CHECKED: FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT I V I I N F F R S I I I I I I I I I I I I I I I o 0 h u it (Con c.) II --- ii 146TH STREET � III h •c NII II II VII —�— --------�; — �'II II � II -- 12" RCP II II I I I I I► II Erg d 7r- ci/ Pro le, ec t II 12" RCP II II 30" II P. O. T. 88*06. 11 ',4 " - ___--_________________ --------------- - _ ____________________ __ _ Remove (G - _--_-_-- . (Grass) - O Existing Drive ) - - ---- _Q Con c) _ - -- - - - -- - App LC' - --- -- J App. L L' - -- - , A -— —_ _ U BM - Q-1w, >� v -� =I App. F— `� � � � �Wooded� O � I � K ✓. HUSE � v PARTNERSH/P .c ( CITY OF CARMEL LOT 223 q LEGEND SPEC/AL PA VEMENT.- a°� �% © 50 Sanitary _ ,� P./. Stco. 87f36. 01 A c 6 PCL" FOR DRI VEWA YS FOSTER ESTATES Sewer Easement i Wa ter To wer SECTION 1 ,� ,% %� = 63 033 20 4" COMPACTED A GGREGA TE BASE, No. 53 -� � � // 3'; CRUSHED LIMESTONE FOR SHOULDER (Common Area) , e4 6 COMPACTED A GGREGA TE BASE, No. 53 �e� �� Q COOL CREEK COMMONS t e O ASPHALT TRA/L: 1i I � / � � ,�� o��J �� `� . LOT 224 �05 / / i 110#1S YS HMA, TYPE A, SURFACE, 9.5mm 220,3:�l 5 YS HMA, TYPE A, /NTERMED/ATE, 19.Omm 5 COMPA CTED A GGREGA TE BASE, No. 53 © ASPHAL T PA VEMENT 1 I0#1S YS HMA, TYPE A, SURFA CE, 9.5mm 330,3/S YS HMA, TYPE A, INTERMEDIA TE, 19 Omm 6" COMPA CTED A GGREGA TE BA SE, No. 53 SEED MIXTURE, `;4 " ® MODULAR BLOCK RETAINING WALL SM#8—El 816.58' Chis/ed 'X" 1n the West Holt of the Top Flange of a Fire Hydrant at 1461h Street and the Carmel Water Tower ,50-1-52- 78 '4 ; 24345' L t. 840 840 830 830 ° 820 820 810 810 800 800 INZ HORIIO'� I AL SCALE FILE ° RECOlVI1VIENlaED Y OF CARMEL ' r Tr, FOR Ar>I�IZCivAI,: _ COOL CREEK TRAIL ' 1 ; °j0' T � r — - �� ERTIC AL SC ALE DESIGN A I IO'� ^� _ DESIGN ENGINEER DATE PLAN & PROFILE LINE S - 1 —A' 1f1 - 10' DESIGNED: JRE- _- _ DRAT N: DI VT _ 84507W3STFIELD BLVD., SUITE 300 Q 509 WEST 84TH DRIVE, SUITE G SURVEY BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 F !1 FAX 317 713-4616 219 769-2333 J(17 JCZ FAX 219 769-2377 CONTRACT PROJECT CHECKED: - CHECKED: - - I3utier Falrman Se fort r w' I 0® � i it , j I i r I a , m Re o ve 110 LFT ' Lid Gutter & 110 I i j a of Chain Link I {,+ Fence & 6.5 LFT I of Concrete Lined Ditch Remove 789 5 Y of Po vemen OO I , I I 1 , 60. 00 Remove 190 SYS of Pa vemen t z 1 , , I Remove 40 LFT Fence Gate & 20 r _ LFT of Chain Link - Fence _ • ' Remo ve 35 LFT of Retaining Wa// \ r y Remove 160 LFT Of Curb pI _ \ _ __ And Gutter V X PA I/EMENT DE VOL/T/ON STA. 29f 66. 80 TO 30f 1316 PARKING LOT DEMOL/T/ON STA. 39f51. 31 TO 40*48. 57 Scale: 1" = 20' Scale: 1" = 20' O O N r O a� a� a� G ° RECOMMENDED CITY OF CARMEL HORIZONTAL sc_ALE ILE COOL CREEK TRAIL o FOR APPROVAL: _ 20' o DESIGN ENGINEER DATE DEMOLITION PLAN ER�rIC�N SCALE DESIGNATION JRE JGG SLTRVEY BOOh SHEET DESIGNED: _ DRAWN: 8450 WESTFIELD BLVD., SUITE 300 Ewe 509 WEST 84TH DRIVE, SUITE G _ INDIANAPOLIS, IN. 46240 MERRILLVII IF, IN. 46410 336 3� OF ! I O 317 713-4615 219 769-2333 Z CHECKED: J('L CHECKED: JRE FAX 317 713-4616 Butler Fairman Scufert FAX 219 769-2377 CONTRACT PROJECT f, N 1727145.87 I I I. MEG 80956 80830 1 ! '( 'stall 695 SYS - I men 172�4�{� I °� I t 1 ` - ___ • �. lieu E 199749. 19 60' - I j 1 - N 1727128.32 ` s , I E 199878.24 N 1727121.82 1 �` I E 199800.00 i , i I j ; I , i I ii I I _ , N 1727088. 12 90250 E 199802.94 =d �- 6076,9 � MEG N 1727113.50 807.99 809 02 E 199883.08 1 N 1727093.77 E1,9,9753 16 --- 1 �,y "t'-1*00 In Ttall 270 LFT of } - J N 1727051.27= I,CChoin Link Fence 417 E 199756.57 i I i -,- i MEG rc ec 439 90 R MEG _ 47 LFT of saw cut , , ; I ', '� - •• 3 i 80990 I 17277© .72 rc eo554 Instal/ 121 LFT of N 11727032.98 - t9986'3.� 7' Bc 90529 Rolled Curb E 799697..51 .r N 1 276 9 5 R17' - E ._i99876,91 N 7727004.23 j ,' _ MEG N 1727690.02 E 199760.35 rC 90567 E 199896.21 ., N Y BC 905 41 M FTC 90.597 I BC 90571 i MEG 99958 01 7655 3 1 I : : : 1 ' G �6X a 8 a� I PA VEEMENT LA POUT & GRADING STA. 29f 66. 80 TO 30* 13. 16 CURB LAYOUT & GRAD ING Sca le: 1 = 20' STA. 39f51. 31 TO 40 *48. 57 48. 57 0 Sca le: 1 " = 20' O � Existing cD Grade Pond Max. WS E/e v. = 805.53 GRADING SYMBOL LEGEND IC 755.55 Pro To Of Curb Elevation Pro . Gutter E/evation � 12" Topsoil — —835– Exist. Contour BC 75505 p p —835– Prop. Contour 75505 Prop. Spot E/evation ni U Drainage Arrow o>. Exist. Spot Elevation Y F , ab Bottom De v. = 902J7 To 802.69 - ; HORIZONTAL SCALE FILL RECOMMENDED CITY OF CARMEL FOR APPROVAL: - COOL CREEK TRAIL ikS SHOWN o P/CAL POND CROSS SECT/ON — ---- ��IJ R I Ic��1L sc�aLE DESIGNATION DESIGN ENGINEER DATE LAYOUT & GRADING PLAN AS SHOWN (sECTioN A A� _ . Horizontal.• I = 10' DESIGNED: JRE DRAWN : JRE - 8450 WESTFIELD BLVD., SUITE 300 SURVEY BOOK SHEET � INDIANAPOLIS, IN. 46240 Q MERRILLSLEE,TN.D46 DRIVE, SUITE G 336 31 OF ! J 317 713-4615 219 769-2333 f = 5' rT H I�,Z FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT CHECKED: — JCZ CHECKED: Butler Fairman Scufcrt T T x Refer To Plan And Profi le Sheets for C With Medium Broom F1' 'sh Stationing Of Special Pavement Center Point. I Line Tooled Score I' From Edge Concrete. S-1-A Fnish Concrete Within 1 ' Band With A Light W t Edge Of Asphalt Pavement Is To Be room Finish Transverse To Edq Of Concrete. Existing Edge Of O W W y Radial To Center Point And Center Pavement Of 5 Radius And is To Match I ' Earth Shoulder Band /n Concrete. Typical Of Each Earth Shoulder All Contraction Joints Within I ' Side Of Semicircular Special Wide Band Are Perpendicular To Line PR-1 " Ed Of Concrete Pavement. Pavement Area. ge � W5 IJ Wide Roised Stone -�_ 114. 0 f d e. See Thi Fo� s Sheet m Typ. L Le PR-7 WI .O, -__ Install Owner Provided W 9 Limit Of Asphalt © Co/lopsib/e Bo/lard ti O U � � 6� , W Outer Edge Of Pavement E . 4.5' W Special Paveme nt C J. W 10. 0' Has A 18.0' Rodi us - Tylo 2 0' y Rig F � W y 41 Outer Edge Of Refer To j Special Pavement Earth Shoulder Earth Shoulder Landscape Plans h Has A 9' Radius Tooled Score 1.0' From TYPICAL PLAN OF SPEC/AL PA VEMENT A T INTERSECTIONS Edge Of Concrete. Finish Concrete Within Sca/e. 1'=10' 1.0' Band With A Light Future Broom Fnish Transverse Construction To Edge Of Pavement. DETAIL OF SPECIAL PA VEMENT Sca/e: N.TS. NOTE.- EXPANS ION 101N MA TER/AL SHALL BE 'ZIP-STR/P" EXPANS/ON MATERIAL WITH 4'-0" Transition REMOVABLE CAP BY CREENSTREAK OR APPROVED EQUAL. Rake and Caulk Joint LEGEND %" DEEP TYPICALLY " MAX. HEEL-GRADE SEALANT. © SPEC/AL PA t/EMENT. %" R.(TYP.) 7--- TA R /MPREGNA TED PCC FOR DR/VEWA YS, a 6" ON 4" COMPA C TED A GGREGA TE, No. 53 D ° ° ° NON-EXTRUDING EXP. a JOINT MA TERIAL a a 0 3" CRUSHED LIMESTONE FOR SHOULDER ° D _ l - .�° ° 0� o 1 o, o O o � °o O_ a a 0 o o o 0 �0 EXPANS ION JO/NT E.✓ 0 0 Q o 0 ASPHALT TRA O c.0 Q Cf- 1 10,11/SYS HMA, TYPE A, SURFA CE, 9.51-77m 2201,,W/SYS HMA TYPE A INTERMEDIATE 19.Omm HEEL-GRADE SEALANT 3 Specia/ Concrete Pavement /" Mortar Settin_q Bed 4" COMPACTED AGGREGA TE BASE, No. 53 %" MAX. Compacted Aggregate Base, No. 53 Variegated Limestone Band, Q © ASPHAL T PA DEMENT. Smooth Finish � 110#/5 YS HMA, TYPE A, SURFACE, 9.5mm D 2" V//V° '' ° 4" SST Dowel Epoxy Set, � 330,E 1SYS HMA, TYPE A, /NTERMED/A TE, 19. Omm e ° ° p o 0 2 Per Piece � p p ° 6- COMPA CTED A GGREGA TE BASE, No. 53 Q) �� CONTRACT/ON JO/NT (C.d 0 3" CRUSHED LIMESTONE Q�) 4" COMPACTED AGGR _GA TE BASE, No. 53 TOOLED SCORE RAISED STONE EDGE " • SEED MIXTURE, '.4 " BRUSH OUT MARKS FROM Scale.- 1'=I' TROWEL ON EITHER SIDE OF v TRANSVERSE MARK/NGS, CROSSHA TCH LINE, THERMOPLASTIC p D ° TOOLED SCORE, LEA VING ONL Y WHITE, 2 Ft. (12 Ft. Long, 4 Ft. o.c.) e THE TOOLED SCORE SMOOTH. v p ° 5� PA VEMENT MESSAGE MARK/NG, PREFORMED PL A ST/C, _r TOOLED SCORE DIRECTIONAL ARROW PA DEMENT MESSAGE MARK/NG, PREFORMED PL A ST/C, HORIZONTAL RI I 0 N TA L SCALE WORD "ONL Y" RECOMMENDED CITY OF CARMEL FILE FOR AI I ROV AL: _ _ COOL CREEK TRAIL - - ° JOINTING IN SPECIAL PAVEMENT VERTICAL DESIGNATION DESIGN ENGINES MISC DETAILS AS SHOWN Q R DATE r c� n Scale: N.TS SURN'E1 BOOK SHEET DESIGNED: JRE DRAWN: J_xF 8450 WESTFIELD BLVD., SUITE 300 f 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 _ = MERRILLVILLE, IN. 46410 336 32 OF 7 1 O 317 713-4615 's 219 769-2333 CHECKED: J(1Z FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT Z - Z CHECKED: _ Butler Fairman� Seufert wr CJ N 9 F N C' N F F Mr n1 I I I I I I I I I I I I I I I 27'_8 16" J2'–7 4 4 20'0" �o 25_0„ , I N O O r Trail Shoulder , I O Trail Shoulder N � , I Trai/ E dge , N Trai/ Edge 20'-2 IJ116" 7'-6" 25'/ 4 7'–6» o Trai/ �t — — Troll �t—� PL%N PLAN_ WOOD RA ING TRANS/ T1 ON NOTE- WOOD RAILING SHALL HA VE A MAX/MUM OPENING WOOD RA/L ING TFA NS/ T1 ON 9 BRIDGE SCALE. NTS OF 6" BETWEEN RAILS BELOW A HEIGHT OF 27" WOOD RA/LING SHALL HA VE A MAX/MUM OPENING SCALE.- NTS OF 8" ABOVE A HEIGHT OF 27" 7'-6j' Center To Center, Typical SECT/Ol1/ 45* L t Panel 0 o g e Or ° ° %6 " x 4" Gal v Lag \ 6x6 Post, Approach T Brr'c/ Retaining WC// Screws W/ Washers,• 2 yp 4„ Per Rai/ At Each Post. ° ° ° I ° 0 ° 1 7 112 6"x6" Post, Typ, cp o 0 0 ; �O ° 0 2'x8" Rai l, 6' 0 Bridge Or Typ Finish Grade Varies, Retaining Wall See Plans (b / o Note.- �� 2,-0„ See Pans For Railing Locations And O )/X ° Lengths Encase ° a Post With 4z Con cre t o Q ^o as ,2„ WOOD RAILING 5f-C APRl6)�° A CH SEC TION A T SRO GE TYPE / WOOD RAI�ING SCALE.- NTS SCALE.- NTS SCALE: AS NOTED ° RECOMMENDED CITY OF CARMEL 119RIZONTAL SCALE FILE FOR APPROVAL: _ COOL CREEK TRAIL AS SHOWN _- --_ - V��RTICAL SCALE DESIGNATION Q DESIGN ENGINEER DATE MISC DETAILS AS SHOWN JRE JRE SL RVE1T BOOK SHEET DESIGNED: DRAWN: 8450 WESTFIELD BLVD., SUITE 300 == 509 WEST 84TH DRIVE, SUITE G - INDIANAPOLIS. IN. 46240 MERRILLVILLE, IN. 46410 33 G 3 O I 71 O d' _�_ 317 713-4615 _ J('Z J('Z FAX 317 713-4616 'W FAX 219 769-2377 C'ONTRAC'T PROJECT T T� r CHECKED: ,,,, CHECKED: - CuECT ED: _ _ _ Butler Fairman{ Scufert 3 r_ I I I I I I f I I I I I I I I COPY: Cool Creek Trail Rules Used properly,the Cool Creek Trail is an asset to both Clay Township and the City of Carmel. Please help maintain the Cool Creek Trail as a symbol of community pride. 3" TOP BAND - COLOR: TO BE DETERMINED BY OWNER 1. Respect the privacy of those who live near the Cool Creek Trail. Limit noise and properly dispose of litter. TOP 3 3/8" OF SIGN PANEL 2 718" 5"TOP BAND - COLOR: TO BE DETERMINED BY OWNER SHOWN WITH HIDDEN LINES TO REVEAL 11 L I, 2'-0" 2-0 2 TEXT IN TOP BAND 2. Do not trespass on private property. Unless an emergency exists, stay on the paved or gravel portions of the CONDITION AT TOP OF SIGN POST. Cool Creek Trail. CENTER TEXT VERTICALLY AND HORIZONTALLY IN WELD A 1" x 1/8"x 24" LONG ANGLE ON TEXT IN TOP BAND INDICATES CR055 STREET NAME. TOP BAND 3. Access the Cool Creek Trail only at street intersections or designated public access points. CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND. STYLE / FONT: CARMEL MONON SIGNAGE EACH SIDE OF SIGN PANEL; VERIFY STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS STANDARDS LETTER HEIGHT: 2" 4. Use the Cool Creek Trail from sunrise to sunset only. INSIDE DIMENSION OF P05T PRIOR TO LETTER HEIGHT: 2" iiiilll!!!iiiiii!lllll MEN COPY: ALL CAPITAL LETTERS TO READ"COOL ASSEMBLY. FASTEN SIGN ASSEMBLY COPY: ALL CAPITAL LETTERS FOR FOLLOWING STREET NA TO PO5T WITH 2 TAMPERPROOF � CREEK TRAIL" 5. Do not use or bring motorized vehicles,alcohol or firearms on the Cool Creek Trail. ( ) RANGE LINE ROAD I SCREWS PER ANGLE. COOL CREEK BLVD COLOR OF TEXT: TO BE DETERMINED BY OWNER 6. Do not remove,damage or alter any vegetation along the Cool Creek Trail. �s4'Gy 146th STREET , STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS 7. Keep pets on a non-retractable leash no longer than six(6)feet in length and properly dispose of pet waste. Cti i SST COLOR OF TEXT: TO BE DETERMINED BY OWNER I 8. To promote user safety: (a)travel in the right lane,(b)yield the right-of-way to pedestrians,(c)use N I appropriate warnings or signals when passing others,(d)move off the paved portion of the Cool Creek Trail ®� ; when stopping,and(e)travel at speeds that are appropriate for current Cool Creek Trail conditions. I SCREENED GRAPHICS ON ALUMINUM PANEL I STOP" SIGN - GRAPHICS ON ALUMINUM PANEL. SIGN Promptly report any violation of these rules SYMBOL TO CONFIRM IN SIZE AND GRAPHIC LAYOUT TO I BACKGROUND COLOR: WHITE to the Carmel Clay Parks&Recreation Department CARMEL MONON 51GNAGE STANDARD. ' (317)848-7275 ' COLORS: TO BE DETERMINED BY OWNER ' To report any emergencies on the Cool Creek Trail ca11911 SIGN A SIGN A Thank you for using the Cool Creek Trail FACES TRAIL 51DE FACES STREET 51DE OF INTERSECTION "CK055 TRAFFIC DOES NOT STOP" - OF INTERSECTION BLACK TEXT ON WHITE BACKGROUND SIGN A 15 TWO SIDED 2 7/8" 3" TOP BAND - COLOR: TO BE DETERMINED BY OWNER 3" TOP BAND - COLOR: TO BE DETERMINED BY OWNER 2'-0" / BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. 2'-0" 2 7/8 ' TEXT IN TOP BAND INDICATES CROSS STREET NAME TEXT IN TOP BAND CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND STYLE / FONT: CARMEL MONON 51GNAGE STANDARDS STYLE / FONT: CARMEL MONON 51GNAGE STANDARDS LETTER HEIGHT: 2" LETTER HEIGHT: 2" 2 AXONOMETRIC OF SIGN FANEL MOUNTING COPY: ALL CAPITAL LETTERS FOR FOLLOWING COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" STREET NAMES NO SCALE I RANGE LINE ROAD 3, COOL CREEK BLVD a 146th STREET YID I 3"x 3"x 1/8"THICK 2-0 2'-3" �+� O T� fI I TRAIL COURTESY SIGN - GRAPHICS ON ALUMINUM PANEL ALUMINUM CAP WITH SLOT TO SLIDE 51GNAGE NOTES: I �7 U i PEDESTRIAN AND BICYCLE 5YMBOL5 SHALL CONFORM To STANDARDS i i OVER SIGN PANEL. WELD CAP TO 2'-0" N ' - 1. ALL TEXT AND LETTERING SHALL BE Atp� N ; IN THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. I ; TOP OF SIGN P05T AND GRIND SMOOTH. COLOR OF TEXT: TO BE DETERMINED BY OWNER � � I I I COLOR INDICATED. ' I PEGES i iZIAN, BICYCLE, & IN-LINE SKATE SYMBOLS TO BE RED. 2. SEE SPECIAL PROVISIONS FOR 1/4" RAD. 1 RAD. CENTER GRAPHIC HORIZONTALLY&VERTICALLY. I ADDITIONAL REQUIREMENTS. { "STOP AHEAD" 51ON - GRAPHIC5 ON ALUMINUM PANEL I BACKGROUND COLOR: WHITE I I 3. FINAL GRAPHICS FOR ALL 51GN5 TO ' SIGN SYMBOL TO CONFORM IN COLOR AND GRAPHIC I I I BE APPROVED BY DESIGN LANDSCAPE LAYOUT TO MANUAL FOR UNIFORM TRAFFIC CONTROL ; ARCHITECT. SIGN 'D' DEVICES. (SIMILAR TO W3-1) SIGN D 1" RED BAND 4. STAKE LOCATIONS IN FIELD FOR REVERSE SIDE OF 51GN BACKGROUND COLOR: WHITE WHITE BACKGROUND WITHIN 1" RED BAND APPROVAL BY LANDSCAPE ARCHITECT; Q z FACES STREET SIDE 50ME ADJUSTMENT MAY BE w D HAS NO SYMBOL 1 1/2 HIGH RED LETTERS N OF INTERSECTION NECESSARY. n� 1 WIDE, 5 LONG RED ARROWS 5. ALUMINUM PANEL SIGNS ARE TO BE _ SIGN D IS TWO SIDED SANDED AND DEBURRED, WITH o 3"TOP BAND - COLOR: To BE DETERMINED BY OWNER 3"TOP BAND - COLOR: TO BE DETERMINED BY OWNER SURFACES SCUFFED TO IMPROVE PAINT BAND AL50 APPEARS ON REVERSE 51DE OF SIGN. BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. SEE ENLARGEMENT ADHESION AND ACID WASHED. USE ZINC �? Q TEXT IN TOP BAND TEXT IN TOP BAND CHROMATE PRIMER, WITH FINAL COAT OF N O 2 718" CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 27/811 CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND POLYURETHANE ENAMEL. ALL EDGES To N 2'-0" STYLE / FONT: CARMEL MONON 51GNAGE STANDARDS L 2'-0" STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS 118" WIDE SLOT IN P05T TO BE SMOOTH AND FREE OF 5URR5. L LETTER HEIGHT: 2" 'r '� LETTER HEIGHT: 2" RECEIVE SIGN PANEL 6. LAND5CAPE ARCHITECT To APPROVE COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL'' - COPY: ALL CAPITAL LETTERS To READ "COOL CREEK TRAIL" ALL SIGN SHOP DRAWINGS PRIOR TO COLOR of TEXT: TO BE DETERMINED BY OWNER "� COLOR OF TEXT: TO BE DETERMINED BY OWNER FABRICATION. 1" RADIUS TEXT AL50 APPEARS ON REVERSE SIDE OF SIGN ; TEXT AL50 APPEARS ON REVERSE 51DE OF SIGN 7. ALL POSTS TO BE PRIMED AND PAINTED WITH ENAMEL AND CLEAR COAT j URETHANE. COLOR BY LANDSCAPE ARCHITECT. o ' "ROUNDABOUT" SIGN - GRAPHICS ON ALUMINUM PANEL = I "ROUNDABOUT" SIGN - GRAPHICS ON ALUMINUM PANEL 8. SEE PANEL SIGN GRAPHICS FOR 118" THICK ANODIZED o O I EXACT LOCATION OF MOUNTING 5CREW5, ALUMINUM SIGN PANEL. SIGN 5YMBOL SHALL CONFORM IN COLOR AND SIGN SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT N I GRAPHIC LAYOUT TO MANUAL FOR UNIFORM TRAFFIC N I 9. ALL HARDWARE TO BE 5TAINLE55 TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SEE DETAIL 4 THI5 SHEET CONTROL DEVICES. ' STEEL. 5ANDBLA5T PRIOR TO APPLYING FOR GRAPHICS. BACKGROUND COLOR: WHITE I BACKGROUND COLOR:WHITE PAINT. 10. WHERE POST EX15T5 IN ASPHALT. 3" x 3" EXTRUDED FOOTING To START 5" BELOW FIN15H I ALUMINUM POST, 1/8" GRADE. WALL; SLOTTED AT TOP 11. WHERE TRAIL 5IGN 15 PLACED AT SIGN 'B-1' SIGN 'B-3' SAME STATION AS GUARDRAIL, CONSULT o TO RECEIVE SIGN PANEL. LU ARCHITECT/ENGINEER FOR PLACEMENT REVERSE SIDE OF SIGN REVERSE 510E OF SIGN o POST COLOR: TO BE APPROVAL. DETERMINED BY OWNER "B-1" HAS NO SYMBOL 3" TOP BAND - COLOR:TO BE DETERMINED BY OWNER "B-3" HAS NO SYMBOL 3"TOP BAND - COLOR: TO BE DETERMINED BY OWNER ' � BAND ALSO APPEARS ON REVERSE SIDE OF 51GN. BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. o TEXT IN TOP BAND TEXT IN TOP BAND FIN15H GRADE VARIES 2 7/8" CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 27/51, CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND o z_ 2'-0" * STYLE / FONT: CARMEL MONON 51GNAGE STANDARDS L 2'-0" STYLE / FONT: CARMEL MONON 51GNAGE STANDARDS L I LETTER HEIGHT: 2" 'r LETTER HEIGHT: 2" 1/8"THICK SIGN PANEL v�/�//� COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" - COPY: ALL CAPITAL LETTERS To READ "COOL CREEK TRAIL" SHALL SLIDE INTO SLOT IN POST. a COLOR OF TEXT: TO BE DETERMINED BY OWNER COLOR OF TEXT: TO BE DETERMINED BY OWNER TEXT AL50 APPEARS ON REVERSE 510E OF SIGN i TEXT ALSO APPEARS ON REVERSE SIDE OF SIGN oWo O�Q°o�°o�Q;;I _ .4�0. �o� ��s —� l i — I I=I I I I— =11 =n "ROUNDABOUT SIGN - GRAPHIC5 ON ALUMINUM _ "ROUNDABOUT" SIGN - GRAPHICS ON ALUMINUM PANEL PANEL SIGN 5YMBOL SHALL CONFORM IN COLOR I SIGN 5YMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT o I= I I=I a N ' AND GRAPHIC LAYOUT TO MANUAL FOR UNIFORM N ; TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 9" DIA. CAST-IN-PLACE TRAFFIC CONTROL DEVICES. I 4,000 P51 CONCRETE a BACKGROUND COLOR: WHITE I BACKGROUND COLOR: WHITE — I I– FOOTER I I I _ N II s 51GN 'B-2' S1GN 'B-4' AXONOMETRIC OF TOF 9 0 CJ ( �F1 I L111P �P/1�051MBOL REVERSE SIDE OF SIGN f ORTION �PF TRA IL SIGN ELEV�A �ON OF TRAIL REGULATORY / WARNING SIGN"B-4" HAS NO SYMBOL �SCALE: 3"'– 1' 0 SCALE. 1 " m R ECOMMENDED CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE RUNDELL ERNSTBERGER QS FOR APPROVAL 8/I�/o7 VERTICAL SCALE DES ASSOCIATES, LLC COOL CREEK TRAIL DESIGNATION LANDSCAPE ARCHITECT DATE A s 51nn„a m Land Planning+Urban Design+ Landscape Architecture 3 429 East Vermont Street Suite 110 DESIGNED: CK DRAWN: HF SURVEY BOOK SHEETS Butler Fairman Seufert Indianapolis, I1N 46202 (317)263-0127 SIGNAGE DETAILS 336 34- Of 11 � CIVIL E N G 1 N E E R S E-mail reaindy @reasite.com CHECKED: KO CHECKED: KO CONTRACT PROJECT Y U O O U C3 O O a 3"TOP BAND - COLOR:TO BE DETERMINED BY OWNER 3" TOP BAND - COLOR: TO BE DETERMINED BY OWNER BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. TEXT IN TOP BAND TEXT IN TOP BAND CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 27/511 CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 27/b" 2-0 STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS 'r LETTER HEIGHT: 2'' LETTER HEIGHT: 2" COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" � i COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" � COLOR OF TEXT:TO BE DETERMINED BY OWNER COLOR OF TEXT:TO BE DETERMINED BY OWNER TEXT AL50 APPEARS ON REVERSE SIDE OF SIGN TEXT ALSO APPEARS ON REVERSE SIDE OF SIGN ' "TURN &CURVE" SIGN - GRAPHICS ON ALUMINUM PANEL "ROUNDABOUT" SIGN - GRAPHICS ON ALUMINUM PANEL o ; SIGN SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT o ; SIGN SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT N TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (W1-4). N TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. BACKGROUND COLOR: WHITE BACKGROUND COLOR: WHITE I SIGN 'P>-5' SIGN 'C-4' REVERSE SIDE OF SIGN REVERSE SIDE OF SIGN ( "B-5" HAS NO SYMBOL 3" TOP BAND - COLOR: TO BE DETERMINED BY OWNER C-4 HAS NO SYMBOL 3' TOP BAND - COLOR: TO BE DETERMINED BY OWNER BAND AL50 APPEARS ON REVERSE SIDE OF SIGN, BAND ALSO APPEARS ON REVERSE SIDE OF SIGN. TEXT IN TOP BAND TEXT IN TOP BAND CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 2 CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND 2 7/8" STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS 2'-0" STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS 2-O' L 7/8" 1 'r LETTER HEIGHT: 2" LETTER HEIGHT: 2" COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" DOPY: ALL CAPITAL LETTERS TO READ "COOL GREEK TRAIL" COLOR OF TEXT:TO BE DETERMINED BY OWNER COLOR OF TEXT: TO BE DETERMINED BY OWNER TEXT ALSO APPEARS ON REVERSE SIDE OF SIGN TEXT AL50 APPEARS ON REVERSE SIDE OF SIGN RIBBON APPEARS ON BOTH SIDES OF SIGN ITRM "TRAIL NARROWS" SIGN - TURN &CURVE SIGN - GRAPHICS ON ALUMINUM PANEL GRAPHICS ON ALUMINUM PANEL o SIGN SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT IQ SIGN SYMBOL SHALL CONFORM IN N TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (W1-1). N COLOR AND GRAPHIC LAYOUT TO MANUAL FOR UNIFORM TRAFFIC BACKGROUND COLOR: WHITE CONTROL DEVICES. (SIMILAR TO W5-4) SIGN 'E' BACKGROUND COLOR: WHITE SIGN 'C-1' REVERSE SIDE OF SIGN F HAS NO SYMBOL REVERSE SIDE OF SIGN "C-1" HAS NO 5YMB0L 3" TOP BAND - COLOR:TO BE DETERMINED BY OWNER BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. TEXT IN TOP BAND 2 718" CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND STYLE / FONT: CARMEL MONON SIGNAGE STANDARDS ' LETTER HEIGHT: 2" COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" COLOR OF TEXT: TO BE DETERMINED BY OWNER TEXT AL50 APPEARS ON REVERSE SIDE OF SIGN "TURN &CURVE" SIGN - GRAPHICS ON ALUMINUM PANEL o SIGN SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT N TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (W1-2). BACKGROUND COLOR:WHITE 51GN 'C-2' REVERSE SIDE OF SIGN C-2' HAS NO SYMBOL 3' TOP BAND - COLOR:TO BE DETERMINED 5Y OWNER BAND AL50 APPEARS ON REVERSE SIDE OF SIGN. TEXT IN TOP BAND 2 718" CENTER TEXT VERTICALLY AND HORIZONTALLY IN TOP BAND STYLE/ FONT: CARMEL MONON SIGNAGE STANDARDS ' LETTER HEIGHT: 2" COPY: ALL CAPITAL LETTERS TO READ "COOL CREEK TRAIL" COLOR OF TEXT: TO BE DETERMINED BY OWNER TEXT AL50 APPEARS ON REVERSE SIDE OF SIGN "TURN &CURVE" SIGN - GRAPHICS ON ALUMINUM PANEL o 511 SYMBOL SHALL CONFORM IN COLOR AND GRAPHIC LAYOUT N TO MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (W1-5). BACKGROUND COLOR:WHITE SIGN 'C-3' REVERSE SIDE OF SIGN "C-3" HAS NO SYMBOL SIGN PANEL GRAFH.105, 0 �a 0 ° o 0 ° ° N m HORIZONTAL SCALE BRIDGE FILE As s N, RECOMMENDED CITY OF CARMEL VERTICAL SCALE DESIGNATION RUNDELL ERNSTBERGER FOR APPROVAL B�I��d1 COOL CREEK TRAIL s S to w v\ ASSOCIATES, LLC LANDSCAPE ARCHITECT DATE Planning+Urban Design+Landscape Architecture SURVEY BOOK SHEETS 3 ' rAA&01] Land 429 East Vermont Street, Suite 110 DESIGNED: CK DRAWN: HF SIGNAGE DETAILS 336 35 of 11 Butler Fairman Seufert Indianapolis, IN 46202 (317)263-0127 KO CONTRACT PROJECT 1 N E E R S �` - E-mail reaindy @reasite.com CHECKED: KO CHECKED: a Y U O O U O O i a STRUCTURE TO BE EU/L T ON A f 0. 0007' GRADE Pre-Engineered/ Pre-Fabricated Steel Truss Wood Railing Type I Proposed Profile Grade Bridge (Typ. (See Sheet 33 for Details) p along L in e MILE bell—, . - -- - ------ - - --- -- ------ - - - - - --- ------- ------ _ _ EXP. Q1oo FIXED E/. 809. 7f - - L o w Structure -F -- Existing Ground El. 809.9 I 1 E � III ° ��c�� I i ° W. E/. 800.5 14 ',b Steel Encased I I (2006 ov ° Reinforced Modular Con c. Pi/es Driven Revetment Riprap I I I — -- - Block Wall (See I I to 100 Tons Ultimate l8" Deep over - - Geotexti/e (Typ.) -� Sheet 39 for I Bearing (Typ-) I I �o Q Details (Typ-) I I � (Typ-) BENT N0.2 BENT NO. I ELE/A T/ON Scale.- %8 "= 1 ,-0 Brg. © Bent No. 1 Structure � Erg. o Bent No.2 Sta. 36(21.91 No. 1 > " Sta. 36*78.91 'PR- 1 " Sta. 37f 35.91 'PR- 1 " El. 8 11.5 E/. 811.5 El. 811.5 a.1 I � I I 0 (b I �o I /--foplrly ttlnel F1 I �o O Face of Railing 2'-6" Bent Structure 90� i End of Bridge T I & Troi/ Q) CO o _ ine 'PR- 1 " F/oor (Typ. 6" Berm (yp"> Face of Railing Li (Typ Li U O Coping Line O Reinforced Modular I -� � Limits of I Block Wall (See Revetment Sheet 39 for L irni is of �� Riprap (Typ. r� De tai/s) Revetment (Typ Riprap (Typ. Q 1 9 » 114 '-0" I;t Bearing to �t Bearing 117'-6" Out to Out of Bridge Floor Q) NOTE See Sheet 37 for Section '�4-A '; General PLAN Notes and Design Data. Scale.- %8 "= 7 '-0" cy 1 SPAN AT 115'-0'; NO SKEW, 12'-0" CLEAR ROADWAY ON COOL CREEK TRAIL OVER COOL CREEK 0 CITY �F CARMEL HORIZONTAL SCALE FILE RECOMMENDED T AS NOTED o `° _ _ COOL CREED. TRAIL - DESIGNA'T'ION ► o FOR APPROVAL: vERTICAL SCALr, v DESIGN ENGINEER DATE BRIDGE GENERAL PLAN AS NOTED ' SURVEY BOOK SHEET ' Q DESIGNED: — •' KRb1 DRAV1rN: 'JRT 8450 WESTFIELD BLVD., SUITE 300 "— , 509 RRWLST 84TH N.DRIVE,OSUITE G 3 36 1JF T 1 INDIANAPOLIS, IN. 46240 317 713-4615 219 769-2333 CONTRACT PROJECT FAX 317 713-4616 FAX 219 769-2377 4- JRE CHECKED: - CHECKED: -_ - -I;RM3� 1�� arm{ �Lt GENERAL NOTES No present structure at proposed bridge site. Out to Out of Trusses See Standards for detai/s of pi/es. A" — " Tolerance in position of pi/e head horizon to//y shall be 1- 112 " 4-10 72' 0 Clear Trail 10 maximum except in a spread footing where it sha// be 6" maximum. -8„ 2„ 6'-0„ 6'-0„ 2„ 8„ Determine pi/e lengths by Article 707 of the Specifications. Coping Line Steel encased concrete piles shall be driven to the Ultimate Bearing noted. Face of Rai/ I Line 'PR– 7 " Reinforcing steel shall be A.S. TV. A675, Grade 60. - � Top Chord Q) S mm. Tubular Steel Truss Manufacturer to Concrete shall be Class C in Reinforced Concrete Bridge Deck per Imo_ about �t Verify Dimension, Special Pro visions. N Diagonal Concrete shall be Class A in all portions of the protect not Top Rai/ �t Structure Tubular Steel noted above. Tubular Steel & Tra// Chamfer exposed corners of concrete I " unless noted. Vertical Bars Vertices/ @ 4 " Ctrs. \ ;� Tubular Steel Place revetment riprco over geotextile as shown. `O Prefabricated Bridge shall not be painted, but be comprised of A.S. T M. A588 "Weathering Steel" Reinforced Conc. Bott. Rai/ Bridge Deck A A T Channel Section Profi/e DESIGN D 2� Slope Grade 2.-, Slope DESIGN STRENGTH. El Meta/ Deck Form Class "C" Concrete F c = 4, 000 psi Diagonal Diagonal 0 Bend to match Class '4 " Concrete F c = 3,500 psi Angle Section Angle Section Top of Slab �� 3 Bottom Chord 8 x5 Reinforcing Steel Grade 60) Fy = 60, 000 psi Floor Beam Tubular Steel Galvanized Tubular Steel Plate Structural Steel (Grode 50W) Fy = 50,000 psi See Special Pro visions) SECTION 'A A Troweled L/ Scale.-% "= 7 '-0" Smooth 7 " l/E LOAD. Recess 85 sf edestrian /oadin or an H5-44 /oadin in accordance "r� Countersunk p p 9 9 Flat Head Screws with 7997 A.A.S.H. TO. Guide Specifications for Design of Pedestrian Spacing @ 7 '—D" C—C) Bridges and subsequent interim Specifications. Load Factor = 2. 77 " Rad. % " Rad. DEAD L OAD.- L 2'x2'x%8 L 2'x2'x%8 " w/Tapped Actual Weight 'x4 " End Holes 9 7 '-0" Load Factor = I.3 Welded Studs -� Open Joint 9 End Bent SL/DING PLA TE DETAIL No t to Scale 0 0 0 7 SPAN AT 115'-0" NO SKEW, 72'-0" CLEAR ROADWAY o ON COOL CREEK TRAIL OVER COOL CREEK H CITY OF CARMEL Q) RECOMMENDED HORIZONTAL SCALE FILE FOR APPROVAL: _ COOL CREED TRAIL AS NOTED --- - VERTICAL SCALE DESIGNATION ^� DESIGN ENGINEER -- DATE BRIDGE GENERAL PLAN AS NOTED SCTRVEY BOOK SHEET DESIGNED: I1RbI DRAWN: _ JRT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 3 ! OF ( I C 317 713-4615 219 769-2333 T CHECKED: _ JRE _-- CHECKED: - I1RXI - - FAX 317 713-4616 Bu to Fair*nan Seu*ert FAX 219 769-2377 CONTRACT PROJLC I I I I I I I I I I I I I I I i BILL OF MA TEPIALS 15'-6" BENT NO. 1 See Slidin Plate Detail 6916NT NO.2 SAME �t Structure & 1< Sheet 37 (Bent No. 1 only) 'PR- 1 " Sta. 35f 55.00 'PR- / " Bent No. 1 UNL ESS NO TED Sta. 56*70.50 'PR- / " (Bent No.2) Asphalt Trail 1 '_0" l '-6" Symm. about �t (See Sheet REINFORCING STEEL 401 a Mark or No. of Length Weigh t Q�) Bent & Size Bars (Ft.) (Lbs.) �t Pi/es 900 — 501a - - 4 _ r mpacted / '�-- ,I I constr.gregate,.53, Base//Type 'A " `� Total #5 y/ain) Bearing I 402a 401 0 - - "� / "501 a 6 " 402a - - y o �� Reinforced Concrete Modular - 12 - 10 �t to �t Truss Block Wall (See Special Pro visions) PLAN Truss Manufacturer to '-) � / / #5 _ - l/erify Dimension. / Total ,�`4 (P/ain� Scale.- /8 -- / '-0" (t Bent & y Total Steel (Plain) - 15,-6„ 2„ Cl. Pi/e I � CONCRETE 7'-g " 7'-9" Attach Modular Block Wall 6'� End Bent Reinforcement to Back of Bent Drain 14 ',& Steel Encased Concrete 3" 15 spa. @ ,/ '-0" = 15'-0 3" Wal/ Reinf Class 'A " in Substructure 5.2 Cys. (See Special Provisions) (Typ.) / 3" 1 '- 3" Pi/e (See Sheet Limits of 2'_6" MISCELLANEOUS I � Structure & Structure Backfi// SECT/ON © �t BENT Expansion ✓oint, E. 811.50 Bent No. / 6 4x/5'-0" El. 811.34 � Sca/e.- % 1 '-0" Sliding Plate (Bent No. 1 12.3 Lft. E. 81 /.34 or No.2) (3 e.f.) (Bent No. / or No.2) (Bent No. 1 or No.2) 14 " 0 Steel Encased 81y5x 15 -0" Concrete Piles (3 e.f and (0.25" W all Thickness) 2 in Sott.) 16x401 a Bent No. 1 -1'16x402a I 2 © - Ea. iy Bent No.2 Optional _ Constr. Joint, 16x50/a T ± 2 © - Ea. - Lft. ,A „ y �,p e � � A.S. TV. A615, Grade 60 Seat Elevation Wil/ Be Based On R. 807. 18 Li Manufacturers Shop Drawings. (Bent No. / or No.2) See Specifications. 6" 6" 0" 1 / " 1 / " 10 ' spa. @ 1 '-0" _ / 1 '-0" 3" Reinf. (402a & 501c) 2'_2" 2 '_2 " 3„ y, 12'- 10 11 '-4 'Pile Spacing 8" 2 '-2 " 501a x 7'-6 " 14 ',& Steel Encased Concrete Piles (0.25" Wall Thickness) (Driven to /00 3'-4 " 3'-4 " T ' Tons Ultimate Bearing) (See Sheet -) ELEI/A T/ON Scale.- 2'-2" 4 � " 4Y2 „ 401c x 7'-4 " 402a x 2 '- 11 ' BAR BENDING DL-TAILS Not to Scale 0 0 0 m 0 RECOMMENDED V T IIORI�O�NOTF.I) CAFE FILE o CITY OF CARMEL -� o FOR APPROVAL: COOL CREED TRAIL VERTICAL SCALE DESIGNATION ^1 DESIGN ENGINEER DATE BENT NO . 1 AND NO . 2 DETAILS AS NOTED o SURVEY BOOK SHEET Q DESIGNED: KIZN1 — DRAB : -,_— JKT INDIANAPOLIS, IIN.8462D40SUITE 300 ® _ 2E9RILLVILLE3IN.D46410 SUITE G CONTRACT �� PROJECT ( 1 5 Em- - - 317 713-461 d CIIEChIJD: _ JKE CHECKED: - KRM - FAX 317 713-4616 Bu lcr' T=aigmtanNScufer� FAX 219 769-2377 4. B/LL OF MA TER/ALS MODULAR BLOCK WALL NOTES DESIGN DATA MODULAR BLOCK WALLS FoUNDATioN soils Offsets are to the outer face of of the Modular Block Wa//. MODULAR FOUNDAT/ON Allowable Bearing Pressure = 4000#/Sft. � MODULAR STRUCTURE PERFORATED PVC Leve ling Pads sha// not be above the elevation shown. Wet Density = 130 ,�/Cft. LOCAT/ON BLOCK WALL BLOCK WALL BACKF/LL EXCAI/AT/ON p/pE, 6" DRAIN P/PE, 6" Frictional Angle = 30° Minimum SYS. ERECT/ON UNCLASSIFIED g ) �SYS.) (C/VS.) (CY,$:) (LFT) (L�) Vertical Steps in the Modular Block Wall dimensions steal/ be as shown or determined by the Modular Block Wall Manufacturer, WALL 1 19.3 19.3 48 46 37.5 1.5 STRUCTURE SACA'F/LL WALL 2 92.3 92.3 315 293 132 5 6 = #/Cft. WALL 3 39. 0 39.0 69.2 82 Wet Density 125 7 88 1.5 Frictional Angle (phl) = J40 WALL 4 1 21.5 21.5 40.8 48. 7 50 1.5 EXTERNAL STAB/L l TY CRITERIA TOTALS 172. 1 1 172. 1 473 470.4 308 10.5 F.S. Sliding) > 1.5 Estimated Wall Surface Area Measured on the Front FS. (Overturning) > 2.0 F.S. Bearing Capacity) > 2.5 Face of Wa/I and does not include 3" Deep Modular Note.- Hatched Areas Indicate FS. (Global Stability) > 1.25 Block Caps. Structure sackfi// FS. (lnternal Pullout) > 1.5 Note.- Cross Hatched Areas Indicate Foundation Excavation Unclassified replaced by Structure Backfi//. Wood Railing See Sheets 33 for Detai ls) j Paved Trail Grade Paved Trail Surface / r 0 0 If .c / 6" Perf Drain Pip el / Structure Sackfi// Modu lar Block Wall i / / 'Structure sac f l Modular Block Wa/I Reinforcin Stri s // 9 P c� � � j � � Reinforcing Strips, (Placement to be designated 1 � j (P/acement to be designated by Wa// Manufacturer) /by Wal/ Manufacturer) (Tyo.) / 6" P. V. C. / / 6" P. V. C. 3" 1 '-0 ' Drain Pipe � 6 Perf. Drain Pipe " P f // / -� Drain Pipe r in p x .c 4 °' Existing �- _ �O EX/st/n 1 Ground Line q — Ground Line 4 3 x. 4 Lower Limit of Lower Limit of co Structure Backfi// Compacted Aggregate Structure Backfi// Compacted Aggregate L e ve%ng Course 1 '–6" 1 '_6 ' P o Leve ling Course 1 –6 1 '-6 " 0 0. 7 H or 8'-0" (Min.) , 0. 7 H or 8 –0 Min.) m SECT/ON THRU MODULAR BLOCK WALL SECT/ON A T t BENT NoTE Scale.- % "= 1 '-0 " .> >,Scale.' Y2 Sheets 36 & 37 for P/ans and Elevations 2 = 1 -0 See Sheet 40 for Walls 4 & 5 Section 0 m o RECOMMENDED CITY OF CARMEL IIORIZONTAL SCALE NILE AS Q FOR APPROVAL: COOL CREED TRAIL VERTICAL NOTED DESIGNATION DESIGN ENGINEER DATE MODULAR BLOCK WALL DETAILS AS NOTED ZIs SURVEY BOOK SHEEN, , DESIGNED: hRM DRAWN: _. JKT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G T INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 39 OI 7t O - JRE �� 317 713-4615 L ---- — -- 219 769-2333 _ Z CHECKED: CHECKED: FAX 317 713-4616 Butler T=airman Scutert FAX 219 769-2377 CONTRACT T PROJECT f Cd N C M i i I I i I I I f I I I I I I Note.- Cross Hatched Areas Indicate Foundation Excavation Unclassified rep/aced by Structure Backfi/l. Note.- Earth work in front of Wall wi// be included with Common Excavation. BOTTOM OF EX/STING DECK STRUCTURE 431-29—4831A OR 4831 JA Proposed Profile Existing Ground Line or Revetment Riprao Concrete Slope Apron O �o 0 �o 0 2.- 1 (Max.) Q o o�0 5'-0" Min. to Exist. End Bent o Modular Block Wa// N-) if (See Species/ Pro visions) „ J4Wood Railing See Sheets 33 for Detai/s) 6 P. V. C. Reinforcing Strips 1 „ Drain Pipe ` � � (Placement to be designated Paved Trail dace 6 Perf by Wa// Manufacturer) Drain Pipe XX X y X Structure Backfil/ 2� , „ 2.- 1 (Max.) 1 —O 3 4 3„ 1 Lower Limit of Compacted Aggregate L e ve/inq Course Structure Backfi// � 1 '—6" 1 '—6 ' 0. 7 H (Vin.) 0 SECT/ON THRU MODULAR BLOCK WALLS 4 & 5 Scale. �12 0 0 Imo, Imo, m NOTE Q) See Sheets 36 37 for Plans and E/e vations m RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE FILE FOR API>ROVAL: _ COOL CREED TRAIL ° — - — - — - VERTICAL SCALE DESIGNATION ^� DESIGN ENGINEER DATE MODULAR BLOCK WALL DETAILS SURVEY" DOOK SHEET " DESIGNED: - hRM DRAWN: JRT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 /1 MERRILLVILLE, IN. 46410 336 40 OF ( I FAX 317 71354616 ---- — -_`-% FAX 2 9 7 933 CHECKED: JRE CHECKED: 2377 CONTRACT PROJECT T - _hRM_ s i v I Fz, Lr..i cd I I t I I I I I I I I i I I I ii r r , - - -- - � STA. 36° P, 4. 16 - d -OF-SE /8 75,'L t. 77, ------ � - r _ - - , one PR 1 Line PR 1 _ J STA.- J74-45.97 1 Con cre to Mo dear ,,.' OFFSET. g. 1 L : _ lock, Waff See STA 3RD 61. 15 \ _- - S ecia/ Pro v�stohs / -_ .. .: r �'' v -- � STA.• 38f0? 15 OFFSET 8. 75 Rt. --- - --------------- --- ,,. STA.' 37f 33,6�` .- / - � - OF T: 8. 75 Rt. r - 38f 68. - - OFFSET ,75 L t. -- � STA • ' . .__ f.... n r - Modular � OFFSET. 14.00 /�f. _ S 35+916,.1"6 STA: 36f24. 16 _ - Co c ete - - F� ;- j' B%ck WAIL -(See O S,E'r 8. 75 It. OFFSET S. Rt. y! �/ Specio/ Pro visions. - C 11 C WALL� 4 - scale.- 1 " 10 0" Horiz. // , PLAN 4 E / STA.- J7+37 66' �- p 1 - O� Vertical OFF SET 8. 75 ' - ' s -� - �- / t. WALL NO.2 - / X33.66 OFFSET.• 8 75-_--Pt. Sca/e. 1 "= 10'-0 „ Horiz. / 1 „ 5, 0„ _ - -- Ile rtrc a/ 12'-0„ 17,-6„ 121 '-4 " 9 ,-4 „ 28'-0„ 17'-6„ Qr 1 25'-0" 32'-0" 40'-0" 20'-0" QC 2`3 -0" Min. Top of Wa// Pro fi/e � � oo� P. G. -0. 15' Min. Top of r\ 06 co Wa// Pro/Ile "� '�� Reinforced Concrete _ v, /n v.E/. 807.95 �, Q ,,� 6 Opening Modular Bock Wa// Q .� c� O for End Bent ( p End Curved a � - -0. 15 Q Wa// Bends ` Top of Wa// � "� � � O � O See Sec.%a/ 34 � O 6 Opening �' E. 809.25 a Q Drain Pipe Provisions Section Reinforced Concrete for End Bent Q Modular Block Wall O Drain Pipe O In v.E/. 807. 63 Begin Curved See Special Pro visions 7� , \ Section _-0 9� 1 3 \ 1� 10/1, E/.808.06 E/.808.91 ��S '-�3 _ i _ Inv.E/ 807. 43 In v.E/. 808. 00 \\� - � � In V.E/. 808.00 Wa// Bends / r E/.805.50 90 E/.805.58 /n v.E/. 807. 65 o Q Existing Ground line /n v.E/. 806. 4 E/.804.91 E/.804. 19 E/.805. 02 E/.804.59 Along Face of Wall Wa// Bends Q Maximum Top of /n v.E/. 804. 40 90' E/.803. 70 �� /n v.E/. 807. 63 c� Leveling Course Profi/e E/.802. 70 PROF/LE Existin Ground line Maximum Top of � 1. 2 9 PROF/LE Wall Bends WALL N0.2 Along Face of Wall Leveling Course Profile WALL NO. I 900 Scale: I "- 10'-0" Horiz. Sca/e: 1 "= 10'-0" Horiz. 1 ' 5'-0" Vertical 1 "5'-0" Vertical /Votes., See Sheet 39 for Cross Section and Bi/l of Materia ls. All Stations and offsets Referenced to Line 'PR- 1 " Unless otherwise noted. Q) ILI m CITY OF CARMEL HORIZONTAL SCALE FILE o RECOMMENDED - FOR APPROVAL:____ COOL CREED TRAIL - VERTICAL SCALE DESIGN ENGINEER DATE MODULAR BLOCK WALL DETAILS 1 "=5'-O" DESIGNATION SURVEY BOOK SHEEN' � DESIGNED: KRM DRAWN: -__ _ JRT _ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 41 Oh' ! 1 C 7 / FAX 317 71354616 FAX 219 76932377 CONTRACT PROJECT L CHECKED: JR� CHUCKED: hRM Butler Fairman Scufert - i -- - -- X - ---------------- -- -- , Line STA.- 59-7L74. STA.- OFFSET. 9. 00 Lt. O 0 0 Lt. s- STA.• 4'i *62. 66, OFFS -Tl- 9. 00 L t. ,1 PLAN �,. v i WALL NO. 3 / Scale. 1 "= 10'-0" Horiz. ` `\ "-5,-0" Vertical 93'-0" 30'-8" 62'-4 " Q i 0 6'� Opening Reinforced Concrete O for End Bent Modular Block Wall Q� Drain Pie Minimum To of p See Special ° Wall Pro fl/e Q � Pro visions)o 805.46 El.V. 808. 66 /n Q Begin Curved Section o (b 0 PROF/LE WALL NO. 3 o Scale.- 1 "= 10'-0" Horiz. 1 " 5' 0" Vertical Notes.- See Sheet 39 for Cross Section and Bill of Materials. All Stations and offsets Referenced to Line 'PR- 1 " Unless otherwise noted. m REC_oMMENDEI) CITY OF CARMEL IIORIZONTAL SCALE IILE c FOR APPROVAL: COOL CREEK TRAIL ^� VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE MODULAR BLOCK WALL DETAILS J SURVEY BOOK SHEET DESIGNED: 11RM DRAWN: JRT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - - -- - 317 713-4615 219 769-2333 CON I RAC'T , PROJECT J INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 -12 I ! 1 - T T -- - - FAX 317 713-4616 c ' v 1 , F G 1 N F s FAX 219 769-2377 � CHECKED: JiZE CHE(�KED• hR,1�1 sutler Farr man Sc.ufert w = Cool Creep Cool Creed ' -- - Y 11 „ -- - - Line PR 1 _-- - Concre odu/ar V�� STA.-Wa/l e Concrete Moduk�r ; Block Wal/Specia/��r�ov1s1ons -� _ - Special Pro visionss) STA.• 52-7-4727 527 79. 47 TA.• 54*01.54 -- - --- - --_ s- _ OFFSET. 8.00 Rt. \ OFFSET: S. Rt. / OFFSE7 S.r QO Rt.- --- - - -- - - - � STA_ 54-7L,72. 1 1 !{ OFFSET . 0� R . PLAN — PLAN - _ TA 51f88,5o - _-- - OFFSET. ' 8. 00 Rt. - WALL N0. 4 WALL NO. Scale: 1 "= 10'-0" Horiz. Scale.- 1 "= 10'-0" Horiz. 55'-O" Along Back of Wall 32'-2" 68'-3" Along Back of Wall 40'-0„ 48'-0" 10'-0"' 50'-0 y _ 2'-S , y � Q i 5'-5" Minimum Top of 16'-5" Qk o _ Wa// Profi/e h o Reinforced Concrete d o E.810.25 ao r E.806.83 Reinforced Concrete o o L(b Modular Bock Wa// Minimum Top of Wa/l Modular Block Wall o Profi/e o (See Spec al Q) E.807. 16 � � o � � o See Special E1809. 72 Pro visions El.809.28 Q ° h E/.807.08 �I Existing Ground Profi/e � .,,, E/.807. 72 Pro visions ab E/.807. 75 a (Graded away from Trail) o, �' Q � m �, Q E/.807.09 1� End Curve O �•8 �" O — Section 1% E%805.82 /n v.El. 807.30 E/.805. 68 Inv.El. 807. 70 El.805. 69 o Q In V.El. 806.80 E/.804.93 E/.804.85 Out/e t El 806.30 E/.806. 06 Maximum Top of Inv.E/. 807.20 p p g Proposed Profile Along � � �' Maximum To of Proposed Profi/e Leve/in Course Profi/e Leveling Course Profile Along Face of Wall =PG -0.86 Face of WC// =PG -0.86 0 PROF/L E PROF/L E 0 WALL NO. 4 WALL NO. 5 (BACK FACE SHOWN) (BACK FACE SHOWN) , Scale.- I " /0'-0" Horiz. Notes.• Scale., 1 = 10 -0 Horiz. 1 "=5'-0" l/ertica/ 1 "=5'-0" l/ertica/ See Sheet 39 for Cross Section and m Bill of Materia ls. All Stations and offsets Referenced to Line 'PR- 1 " Unless otherwise noted. N 0 m HORIZONTAL SCALE FILE RECOMNIENnFI, CITY OF CARMEL FOR APPROVAL _ COOL CREED TRAIL 1 "=i o,-o„ o DESIGN ENGINEER - DATE MODULAR BLOCK WALL DETAILS `��Ri��=��'-o'�� E vE�IC��aI�If�lti� Q SLTR`'EY BOOK SHEET " DESIGNED: I�R11 -__ _ _ DRAW �: — ---JFi1 - INDIANAPOLIS,LIIN.B46240SUITE 300 MERRILLVILLE N.D4641pSUITE G OF ! 1 Z 317 713-4615 219 769-2333 r CHECKED: JRE CHECKED: - KRb1 FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 ��ONTRAC I PROJECT F H , STRUCTURE DATA LOCATION FLOW LINE � z 3: ° 0 o w w MANHOLE, INLET o o w w w SAFETY ft� w w CATCH BASIN, OR = w Q J o -J w Q o J GRATED METAL F- CL w >- F- � - U z J w z z �- F- w STATION SIZE SPECIALTY o 3 w Q z Q o LL o o w 12 a- F- w x BOX END v F- cn w o w w > - v m F- w� SECTION END z REMARKS U m F- �' �I STRUCTURE z w C a w w �„ Y w o 0 LINE "PR-1 " EXCEPT AS SHOWN w �_ �„ o 0 o � � J � o Q m � mom �� zo v � -w cwo� SECTION zo w w o c~n 0 z -� o INCHES FT. FT. ELEV. ELEV. YEAR CUYD. TN CUYD. EA. SQYD. TYPE SLOP EA. TYPE SLOP EA. 11 1 1 �O� 76 PR-A ✓ 24 Pie 87 11.9 812.71 810.45 50 NA 6.5 I 43 2 12+81 A ✓ 24 Pie 28 2.2 808.24 80790 50 NA 6.5 I 43 2 12 17+23 A ✓ 15 Pie 5 NA 805.76 805.74 50 NA 6.5 I 10 1 Pie Extension 13 19+43 A ✓ 15 Pi e 4 NA 805.22 8o5. 11 50 NA 6.5 I 10 1 Pie Extension 14 20 f 99 %1 ✓ 18 Pie 24 1.3 80795 80767 50 NA 6.5 I 8 2 15 30+58 PR- 1 ✓ 18 /n/et T e R- 13 58 1.5 802.55 802.50 50 NA 6.5 I 22 1 16 32+96 PR- 1 ✓ 12 Pie 30 0.2 80222 801.72 50 NA 6.5 I 4 2 Drains to Wet/and 17 35+44 'PR- 1 " ✓ 18 Pie 37 0.3 80545 1804.7o 50 1 NA 6.5 I 9 2 18 53+47 PR- 1 ✓ 15 Mod. E-7 /n/et 31 1. 6 803.68 803.37 50 NA 6.5 I 11 1 19 54+91 PR- 1 ✓ 24 Pie 21 1. 4 804. 11 803.58 50 NA 6.5 I 10 20 59�-79 A 24 2 Pi e 24 1. 0 804.90 804.50 50 NA 6.5 I 10 21 69-1-90 'q " ✓ 12 Pie 37 1.0 808.83 808.76 1 50 NA 6.5 I 10 2 SUMMARY OF QUANTITIES AND APPROACH TABLE /ABLE VAR SURFACE HMA FOR HMA MATERIAL FOR HMA MATERIAL FOR o BEYOND R/W LINE APPROACHES TRAIL ROADS WEDGE & LEVEL PARKING & DRIVES w F- w w J COMPACTED CRUSHED u' w DESCRIPTION � w w � � � w w = w w <Co z `� E E w Q E Q E v E Q v E Q Q F- AGGREGATE LIMESTONE °� m U LOCATION (APPROACH = f- = m z o Q O �'� U E o o U E o o Q o f w E o f - E Q - � � z w O o w m w GRADE EXCAVATION N > E w E w E E w E w E LL E w E M E w E Q E w° E U FOR BASE FOR o Of v v (STATION) TYPE OR o w w E- w Q w LESS THAN o w �? ° ° � o � o �� O Qo � o �In � o Q U D CLASS) J z Q Q v 10% NOT w ��, m w a' w °' �� C°� �� ; N0. 53 SHOULDER Q o w w o c� REMARKS o w = z0 SHOWN U Q z z z z z z z Q a ** Under Spec. PCC SURFACE w w z �- F- F- un F- F- F- N F- �- I- U AND U w o w U = for Drives a- m m o c� LBS PER SYS LBS PER SYS LBS PER SYS LBS PER SYS LBS PER SYS a- o DEPTH DEPTH u zo 0 0 0 Q 1 2 CUT FI LL 110 220 110 220 110 330 110 330 Q w 5" 6" 4" 3" `� Ft. Ft. Ft. Ft. Ft. Ft. Ft. % % CUYD. CUYD. Ft. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. SQYD. TONS SQYD. SQYD. SQYD. SQYD, TONS SQYD. SQYD. SQYD. SQYD. SQYD SQYD. Ft. Ft. Ft. Ft. 8,945 9067 60 60 11,924 60 430 430 Min a Trot/ TOTAL TEMPORARY EROSION CONTROL TABLE 0 z w 0� z v a- z F- z zOw Q O FROM TO o Ww � � � w zw oozz STATION STATION CL o - > o 0 o - 0Q w � U J � � � Um w ° c? J w LFT. TONS EA. EA. SYS. 1 of 65'PR-A " 19+90 ';4 " ✓ 925 19-/-73 21+90 ';4 " ✓ 157 24+88 'A " 28+21 'PR-1" ✓ 333 28+82 29+48'PR-1" ✓ 66 31+09 36+45'P1?-1" ✓ 536 31+11 31+35'PR-1 " ✓ 24 32+76 33+12'PR-1" ✓ 36 37+03'PR-1 " 38+66';011?-4' ✓ 163 40+33 43+18'PR-1" ✓ 285 ' 44+91 54+82'P11?-1" ✓ 991 54+80 55+11'PR-1 " ✓ 31 54+96'PR-1 " 60+92'PR-5' ✓ 596 6J4-49 68+04 'A " ✓ 455 64+51 67+50 'A " ✓ 299 lb 68+50 ';4 " 70+83'P1?-2' ✓ 233 73+85 74+96'P1,?-2' ✓ 111 76+71 77+31'PR-2" ✓ 60 76+78 77+82'PR-2' ✓ 104 79+71 80+67 'A " ✓ 96 79+80 81+17 'A " ✓ 137 83+44 84+23 'A " ✓ 79 84+91 88+15 'A " ✓ 324 S74-75 88+15 'A " ✓ 40 12+77 'A " ✓ 1779 20+99 'A " ✓ 1778 30+62 PR-1 ✓ 1779 32+99 PR-1 ✓ 1778 v J5,14 'PR-1' ✓ 1778 ab 53+37 'PR-1 ✓ 1779 54+97 'PR-1 ✓ 1779 59+74 'A " ✓ 1775 9+67 'P1F-2 ' ✓ 1778 6081 16o RECOMMENDED CITY OF CARMEL IIORIZONTAL SCALE F11,E, o FOR Ar'F'R0VAL: COOL CREED TRAIL VERIFIC L SCALE DESIGNa1rION Q DESIGN ENGINEER DAIE MISC TABLES NONE SURVEY BOOK SIIEET DESIGNED: _ JkE DRAWN: _ 'JK_E 8450 WESTFIELD BLVD., SUITE 300 Q 509 WEST 84TH DRIVE, SUITE G , MERRILLVILLE, IN. 46410 �3�36 4� OF !j _- INDIANAPOLIS, IN. 46240 � CHECKED: - JCZ - - D J('7 FAX 317 71354616 FAX 219 769-2377 CONTRACT PROJECT CHECKED: CHECKED- Butler Fairman Seufert I V I F N CJ 1 N F F R R SY+ W I I I I I I I i I i I I I i I SHEET SIGN & POST SUMMARY (ALONG ROAD ) ,SIGN POST ANODIZED ALUMINUM SQUARE METAL THICKNESS EXTRUDED ALUMINUM LOCATION SIGN SIGN AND CODE SIZE SIGN AREA (FT.2 ) 3" x 3- x 118" (INCHES) THICKNESS OF METAL (IN.) POST LENGTH (FT.) 0.080 0.100 0.15 30' Lt. Of PR-A, W.Side of Ex. Monoln B5 27 x 27 5. 06 9.0 10*42 Rt. 'PR-A " 55 27 x 27 5.06 9. 0 10f 63 L t. 'PR-A " A 27 x 30 5. 63 9.0 10*74 Lt- 'PR-A " 55 27 x 27 5.06 9. 0 10*74 Rt. 'PR-A " C 1 27 x 27 5. 06 9. 0 14 f 86 L t. ';4 " C 1 27 x 27 5. 06 9.0 18*82 Rt. 4 " D 27 x 27 5.06 9. 0 21* 19 ft 4 " A 27 x 30 563 9.0 25f28 Lt. '4 " 54 27 x 27 5.06 9. 0 29f28 Rt. 'PR- 1 " 52 27 x 27 5.06 9. 0 29 f 69 L t. 'PR- 1 " 52 27 x 27 5. 06 9.0 31 f 91 Rt. 'PR- 1 " C3 27 x 27 5. 06 9.0 35f97 Rt. 'PR- 1 " D 27 x 27 5.06 9. 0 37f 42 L t. 'PR-4 " C3 27 x 27 5. 06 9. 0 38-f-79 Rt. 'PR-4 " A 27 x 30 5. 63 9.0 39* 15 L t. 'PR- 1 " A 27 x 30 5. 63 9. 0 41*51 Lt. 'PR- 1 " D 27 x 27 5.06 9. 0 47*75 Rt. 'PR- 1 " E 27 x 27 5. 06 9.0 60*25 L t. 'PR-5" E 27 x 27 5.06 9.0 61 f 61 Rt. 'PR-5" 54 27 x 27 506 9.5 21.33' S.S.E. Of Node Center B3 27 x 27 5. 06 9.0 62*01 Lt. 'PR-5" 233 27 x 27 5.06 9.0 62*01 Rt. 'PR-5" C3 27 x 27 5. 06 9.8 62-f 10 Rt. 'PR-5" E 27 x 27 5. 06 9.0 64 f 97 L t. '4 " C3 27 x 27 5.06 9. 0 65 36 L t. '4 " E 27 x 27 5. 06 9.0 84 f 75 Rt. 4 " C3 27 x 27 5.06 9.0 95*59 Rt. '4 " C1 27 x 27 5. 06 9. 0 88f 04 Rt. '4 " A 27 x 30 5. 63 9.0 TOTALS = 149.6 261.0' 0 0 0 Q) CITY a RECOMMENDED OF CARMEL HORIZONTAL SCALE NILE FOR APPROVAL: _ COOL CREED TRAIL NONE DESIGN ENGINEER DATE MISC TABLES ERTICAL DESIGNArT'ION DESIGNED: JKE DRAWN: J�E 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SURVEY BUOK SHEET INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 3 �� 45 O 1 71 317 713-4615 219 769-2333 l CHECKED: CHECKED: Kz FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 CONTRACT PROJECT M I I I I I I I I I I I I f i I CROSS SECTIONS CUT SCALE 1 "=5' Fl LL 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 10-L76 835 - ��O Q U O Q��Q G Q Q a� ' 88370 825 ---I -- i i - 0- �I I i I I I I I I I( - I!I,i I i i I I I I -- I I I i I,i I -- j I',ICI I -- 88235 820 820 875 815 77—'-7 810{ cue o. L-805 Al 11-- - -A--- LL Lam - -- -- 805 —50 0 —30 —,20 10 O 0 Jo 0 50 60 ab 101-50 lb —30 —,20 —10 O 0 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 0 70 8 0 CITY OF CARMEL HORIZONTAL SCALE FILE CROSS SECTIONS COOL CREED TRAIL 1 � _ �' VERTICAL SCALE DESIGNATION LNE "PR-A" CROSS SECTIONS 1 5 DESIGNED: JRE DRAWN: D T 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SURVEY BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 4(3) Oh 71 / X 6 CHECKED: JCZ CHECKED: JCZ FAX 317 7354616 Butter Farman scufc,t FA 219 6932377 CONTRACT PROJECT T i I I I I I I I i I I I I I I CROSS SECTIONS CUT ��| | | SCALE: 1 ''~~5' CUT ��| LL -- -- . . . ^_^_ � `-~ �^ . / / ,� �� :\ � � � � 30 20 10 O 10 20 30 ]O 20 10 O 10 20 30 sjo 1615 515 310 1510 4�7- AL 00 -20 To ho m � � � � � � � � � _- � 30 20 10 O 10 20 30 ]O 20 10 O lD 20 30 fiORIZONTAI. SCALE FILE CITY OF CARMEL 11 1 CROSS SECTIONS COOL CREEK TRAIL 1 5 VERTICAL SCALE DESIGNATION LINE PR—A CROSS SECTIONS J" DESIGNED: JRE DRAWN: WVT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SURVEY BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 336 �OF1 71 317 713-4615 219 769-2333 CHECKED: JCZ CHECKED: Kz FAX 317 713-4616 Butler lFairman Scufert FAX 219 769-2377 CONTRACT PROJECT CROSS SECTIONS CUT FILL FILL SCALE. 1 "=5' It 10 20 30 CUT 30 20 10 0 10 20 30 30 20 10 0 72 8 � 14 -1- 00 T7 � F� LL 81 I I I II � � 1 I �11 II III �III I II i II I! II ! i I I I I� I I it i II I I I I III I � I i i i i I II II I j II I II I I I I I li I II II I I I Ilil I I I III i, Ili I I I II I I 'I IIII II I I I I I I I I I I li I i t I I I I I II II II I I I II I I I I I I I I I I I I I I I I I I I I I I I j I I I I II � I i �� II I I I III II11I II j I I II I ' � I I I I I i I I I I I i I i II....... I i I i I I I II I I i. I I I I I 11 i II I i I II II I � � II I I II II IIII II I �� I II I I 1 o I ail i I l �I I I I I I I I I I III i I I I i I I II I � I I II li I II i I I I I I I I I 11 I I I I II I I I j 0 I I I I 0 o � j 0 II I I I I I I I III I I —10 - 30 - 0 �2 50 I I h o1 I I II I 0 0 0 1 0 0 — 0 _ 0 72 5 I I I TI II I I I I I I I I I I I I I I I I 1 1 I I l I I I C I I I II I I I I I I II I I i I I 'i II I I I I, I I i 111 I II 11 '� I I i i II li i 1 I � I it I li I I I i I I I I �I I IIII I I I i I I 1 1 I I I I I I I II I I � I I II I II II I I I i I I I I I I I I I I II I I I I I II I II 1 � I I I I II I II I I I I I I I II I I I I I I I I I I I I I I I � I I I i I I i i I I I i I I I I I I I II I I I I I �I I I I I I i I I i I I I I I I I I I 11 I I I I I i I I I 1 I II i i I I II I I I i I I I 11 I I I. I I I I I I i i I i I I I I I I I I I I I I I I i I 11 I I I II I I I I � o I I 1 III IIII IIII '1l I .1 I IIII IIII I 'IIi Iii ! ; I, II II !I , I II I I I I I I � i i I I I 11 � I II II I I I N I I i t I I i I I III I I I I I I I I I I I I I I I I I I I I I I I o I I D � � I 1 I I I I 0 I I I I i I I 0 I � I I I I -10 - 0 - 0 12 00 I I I i I o I i II I I I I 1 I I II I I I I I 0 0 0 — o - 0 - 10 72 00 lb I I I I it II I I I � II 111 II ., 11111 IIIIiI li l II I II I I I II I I I I I II II I I I I I i i I I II I I � I I I I I 11 I 1 II 11111 IIII Illl Ilj Ill 11 II I I I I I I I , I I. III I I I I I II I I I II I 11 I I � II I � II � II1 1 I I I I I i II � i II li i �I 1 ', II � IIII I IIII� I� 1111 I I I I I I i I i I I i � I I I II I I I I I I I j I I I I I I I I I I I I IIII I I II I I II II �'I ; 1 ! lil Ilj � l'I lil I IIl o I III IIII I I ' '1111'1 . III �I II jl I jl� I j III I � II I 1 I I li �l I II ! � I 11111 II �III III 1 I IIII 1111111 I I � I II I I Ills ! II 1 1 'III I I I I II � I I I I I I i II !I �1, I � I Ili I ill I II � I I i I a I I I I I II I II II 11 11 I I II I I I II I I I I II l i I II I I I I I i I I I I I 11 I o ° - 10 0 0 0 U ao � — D I I I 0 0 0 — 0 —30 _ 0 —10 v 10 20 30 30 20 10 0 10 20 30 30 20 10 0 CITY OF CAR MEL HORIZONTAL SCALE FIDE CROSS SECTIONS COOL CREED TRAIL VERTICAL SCALE DESIGNATION ' LINE "PR-A & A" CROSS SECTIONS 1" = SHEET SUR\'EZ- BOOK _ 7� DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G 3:1G OI 1 DESIGNED: JRE DRAWN: _ MERRILLVILLE, IN. 46410 - - INDIANAPOLIS, IN. 46240 219 769-2333 CONTRACT PROJECT f 317 713-4615 FAX 219 769-2377 JCZ FAX 317 713-4616 " J�,L CHL CI1E�: Butler Fairman Seufert L w CHECKED: - -- CROSS SECTIONS CUT Fl LL SCALE: 1 °=5' CUT Fl LL It 30 20 10 0 10 20 30 30 20 10 0 10 20 30 15 50 17-1- 00 1:5 15 ! ! I ! I I I I I I II I i I I I I I I I i I II i I I II I I II ! I I I I I I I I I I I I I I I I I I f I I , I � li I i I I i I I I I i I I I I I I I I I I I ! c) Hoo- 0 - 0 -10 �5 00 0 0 0 D - D - 10 16k50 0 D 0 L—L—LL- I I i I I I I I i I I I, I I I I I I I I I I I �, �I ', I I I I I I I 'I � I I ! I, ! ! I �I ! ! j I I I I I I I �I 0 - 0 0 -10 14 50 0 0 D -30 - 0 - 10 6-V 0/ � O 0 O Z5 i5- (J I I , I I , i I ! I I I I i I O CD I O I I I I i I I I I I I i I I I I , I I I I I I I I I I i I I I I I , I ! ! ! t I I I I I I I I I I I I ! I I I I I I I I I I I I Ij I I I � I i I I I I I I I I I I I I II I I I i I � I I I I � I lb I I CQ CJD O Q - 0 - 0 - 10 0 0 0 - D I - 0 -10 O 0 O 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL IIOIZIzow.m, SCALE FILE CROSS SECTIONS COOL CREED TRAIL 1 - - ° LINE "A" CROSS SECTIONS E'ER 11CAL SCALE DESIGNATION BOOK SHEESHEET�"EI- DESIGNED: ___ JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SL'R INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 336 '�F 1 O 317 713-4615 219 769-2333 CHECKED: _ __ J(lZ CHECKED: J(IZ FAX 317 713-4616 Butler Fairman Seufcrt FAX 219 769-2377 CONTRACT PROJECT I I I I I I I I I I i I I i CROSS SECTIONS CUT It F1 LL SCALE: 1 „=5' CUT F1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 I8 00 g gg LF I I I I I III I III III I ' II I'I 1 I I I I I li I I I I 1 I I I I i II I I I I I I I I I I I i i I I I I I I I I I I I I I i I I , I , I I I I I I I I I I I I i I , I I I I I I ! I I I I I , I r LL 'cx� i I 0 - 10 g 50 D 0 D -30 - D - 10 7g 00 0 0 0 I I I i I I I I I I I I ! II LJZ L, I I I I I I ! I I I, III i I II I I Lq -7 L) . . . . . . . i I I I I I I I I II I I I , I I ' I I I I I I Ln I I I i I , I I I ! I I ! I , I i I I I I I I I I I I I I I I I CQ Q z -Jo - 0 -10 - 0 0 D - 0 D 10 0 O �8 50 ° i I I I I I I i I I I ; j I I ! I I I ' I j j I I � III i ! j O Sr cue jj ! � CQ - 0 - 0 -10 0 20 Jo - 0 - 10 D 0 D 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL LORIZONTAL SCALE FILE CROSS SECTIONS COOL CREED TRAIL LINE 99 99 VERTICAL SCALE DESIGNATION ^� CROSS SECTIONS 1 = BOOK SHEET DESIGNED: JRE DRAWN: Dh"I, 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SU RVE1- _--- _ - INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN, 46410 336 50 O ' ! I u 317 713-4615 219 769-2333 Z CHECKED: CHECKED: J z FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 CONTRACT PROJECT I V I F R S W i I I i I I I I I I I I I I I CUT SILL CROSS SECTIONS SCALE: 1 "=5' CUT F1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 20 50 25-1-50 I 'I I I . I r I I I I I I I I I I I I ' I I I r r I r I I I I r I I I I'I I i I I I I I I I L I I I I I I li I I I r i I I i I r I I I I I III 'I II r I I II I I li I I II II I I , I I II I I I I I I I� I I I I I I r r I ' I I I I I I I r I I ��I I I II I I I �I r I I �r I i I I I I I I rI I I I I I i r I I r I I �I I I I h I I�I I I Q I I I I i I I r I I I II I II� I �it I I I I j I I I I i I I lI I I I I I I I I j I I!I I�I I I I I � I I I II II I I I I�I�I I I I I I I I I I I I I I I.li i i I II II I I I I� II I I r I I I I I I I I I �I I� I I Ii'I I I I I I II I I I I I I I' l�I I II j I I I�I I I I I I�II I I I I I I I I r I I I I !r I I I r r I I I I I I I I I I I I �I ' I I�l I III I I I I I I t I�I I I I I I I j I I I I I I!I I I I I'I I I I I I I � I I I r I I I �I I I I I II i r I I� I I I I I I I I I I I I I I I I I I I I I I I I �I I 7T _rTI to - o -�o ° ° °20 00 -30 70 0 r I I I�I I I I I I I I I I I I i I'I I .,I I I I I I, I I I I I I I II I II I I I I i I I I�I I I I I I I�I I I I I I I r I I I I I I I I O' I 2 7 00 I I I I I I I I l I I �i I I I I I � I I II�I I II TT-T O —/o 7 9 50 o D D 0 O Jo Q) r cu e o ' D -20 -70 0 0 10 I�I I r I I I I i I�I I I I l I I I I I I I' �I I I I I I I I I I I I I I I!I I I I I I I I I I O 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL HORIZON1 SCALE 11 I I I I I I I I I I III I I I I I I I I I III F'� I I I I I r'j r I I I I I ;I I I I I I I F LlI I I I _I I I I E CROSS SECTIONS 99 " COOL CREED TRAIL LINE A VERTICAL SCALE DESICNAI �I I I I I I I I I I� I I I I I I TI I rI I I I I,I II I I j I I I I�I I I I 'I i I OI I I I r I I I I I I l I I li I I II I I I I CROSS N CTIONS I DESIGNED: JRE DRAWN: DST 8450 WESTFIELD BLVD. SUITE 300 SURVEY BOOK SHEET 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 3 3 6 J 1 O 317 713-4615 219 769-2333 CHECKED: FAX 317 713-4616 F CONRAT iT' -- FAX Butler Fairman Scufert FAX 219 769-2377 PROJECT 7, I 7T T 4+it r I r 7 _ 1 f 1 I I I I I I I I I I I I I I CUB- CROSS SECTIONS F1 LL SCALE: 1 °=5' CUT F1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 27 50 , I I 2,9--L- 00 Z515 , I � I I I I, i I I ! I I - 0 D -70 2 � , 00 0 0 0 I , I i i I I ! I , , i , I I ' ! I I I I I i „ I I , I � I i , I I � I I I i I � � ! I o � j I ! 0 I - � -20 10 0 O To � I I 28 'V,50 0 I - 0 -.20 -/0 26 50 ° ° ° , I ! I I I I I, , I I I I I I i i I I I i I , I I I I I I j , I I I I i ' I I I I I, I I i I , I I ! I I I , I j ! I I I I Q o:U�0 � I , , I I I i � I I � I I f ! I l I i I i I I l I I ! ;I I Ii I I I I I I I I! I II I I i,I i li , I I!, I 6169 Lt � 0 - 0 �o 0 26 00 _ ° ° -'0 ° j�I i I I I j I I�I I �I I!i I I I I� ° f I I I I I I I I I I I, i I i j I I! I�I o 28 00 I 0 b Q 7-F-7F T, 7-T �TT "T O � 0 0 CQ 0 O -30 -20 - I III I I I I I I I I ,i i I I, I I I !I I I i I I 1 0. Q O 0 0 30 20 10 0 10 20 30 .30 20 10 0 10 20 30 CROSS SECTIONS CITY OF CARMEL HORIZONTAL SCALE FILE ILE COOL CREED TRAIL LINE A & PR— I VERZICAL SCALD DESIGNATION- — CROSS SECTIONS 1 " 5' StiRN7 BOOK SHEET ( 1 -DESIGNED: _ JRE DRAWN: DIVT 8450 WESTFIELD BLV4ITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, N462SU MERRILLVILLE, IN. 46410 :336 52 317 713-4615 219 769-2333 T ,7� , CHECKED: JCL CHECKED: FAX 317 713-4616 FAX 219 769-2377 CONTRACT P R O J E C T Butler Fairman 771 ; �,, L c C diL 7�1 7m TIT- �7H f. F F Ft 4 FY CROSS SECTIONS CUT It F1 LL SCALE: 1 "=5' CUT F1 LL 30 20 10 0 10 20 30 ,3 -0 20 10 0 10 20 30 `30 50 J 50 Z515 Z515- Z51 Z5 0 I I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I i I I I ' i I I I I I I I I I I I I I I I I I I I I ' I i I I i I I I I I i i I I I I I I I I i I I I I I I � I I I I 0 0 - 70 5 00 ° ° I I -30 - o _/0 �30 00 ° ° l I I i I I I I I I I I I ' i I I I I I I I I I I I I I I I I I j I I I � I I I I I I I I I � II i II I I � I I I I I II i I I I I I I I I I I LRIO Z505 LLj_" I I I I I I I I I I I II I I I I I I I ' I I I I I I I I I I i I I I I I ' I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I i I -30 � - O -70 ' 1 n 5O 0 0 0 -30 � I 0 I - 70 I II III � I I 0 0 I I II i 0 II I I i j I � I i , � I I � I I i I i v I i I I I I I i I I I I I i I I I I I 'I I I I I I I I I I I I I i i I I I i I I I I I l I l I I I I I I I I I I I I I I I I I I 'I I I I I I I I I I I ' I I I I I I I I I I I I I , - 0 I I I i rI I c�Lll e o a 0 70 0 O D 7 0 I 0 I I I I I li I I i I I I I- ; 0 30 20 10 0 10 20 30 30 20 10 0 10 20 I l I 30 CITY OF CARMEL HORIZONTAL SCALE 0 I FILE CROSS SECTIONS 1 5' 99 COOL CREED TRAIL LINE PR- 1 VERTICAL SCALE DESIGNATION CROSS SECTIONS 1 5' SI T _. DESIGNED: __- JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G RVE1 BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE. IN. 46410 336 53 OT 71 � - 317 713-4615 219 769-2333 CHECKED: J(Z CHECKED: FAX 317 713-4616 Butler an Scufert FAX 219 769-2377 CONTRACT -PROJECT 71 Z Fairm f - --- - c: CROSS SECTIONS CUT It F1 LL SCALE: 1 "=5' CUT 1 F1 L 30 L 20 30 30 20 10 0 10 20 30 20 10 0 10 22-1- 00 24 50 II II I L5 119 TT .......... 6190 605 Q Q) -) 1 -30 - 10 J2 V96 0 0 Q:) i � Q3 1 30 —,20 — 10 /0 1�0 - 24 V 00 II I II 7— Sr cue No /6--` 7 —20 _ /0 /0 Z'0 52 50 IT II I CQ 70 0 -50 0 _ 10 5 V50 Q) Q) a DI)o —20 —10 0 —30 _32 00 6� Z5 1 Z9 5io L13 10- 605 805- O 77 8190 �p) O 7Zg5- 7-95- To 7 -30 —,20 70 /0 0 —30 —.20 —10 0 30 20 10 0 10 20 30 30 20 10 0 10 20 30 1101UZONTAL SCALE FILE CITY OF CARMEL 11 (71, CROSS SECTIONS 1 5' COOL CREEK TRAIL VER"I'li SCALE DESIGNATION LINE PR- 1 SECTIONS I " = 5' SURVEY BOOK SIIEE'I' DESIGNED: JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G - MERRILLVILLE, IN. 46410 3 3 G 54 OF1 71 INDIANAPOLIS, IN. 46240 317 713-4615 219 769-2333 FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJECT icz ECKED: Jcz Butler Fairman Scufert CHECKED. CH LLL CROSS SECTIONS CUT It FI LL SCALE: 1 "=5' CUT F1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 J5 50 I I I I I I I I ' ! I i I ! i j I I I I I I I I I 36 50 UZU I , l I I I I I I I I I II I I , I - 0 -'20 -10 0 D 0 j 5 44 J � I I I ! I III I III i l i I I , ! I I I II I I I I ! II Il II I I ; I I I I i I I I I I II II II I I I I lil I , I I I I I � I ' I I I I I I I i I I I I I I I I I I I I I , I I I i I I li I i I I i � j, i I i I I I I I I i I i I I I I I I I j t cue ! o. II it j o �i Ij I I I I I 0 - 0 1 0 O I ' I i 0 I I I '36 00 ' I I ! ! 66 60 -30 - 20 -10 J5 OO D D D H05 L 05 i j I I I , I I I I I I I I , I I I I I I I I , I I I I I I I O I i I I I I I I I I I I 1 I I I I I � I I I I a j I I I it I j v j III I I I I I I I I i I I i ! I j O j O ° lob ! 1 j J h � I I I - 30 - 0 -10 0 0 O 0 - 0 - 10 0 10 Jo 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL HORIZONTAL SCALE FILE CROSS SECTIONS COOL CREED TRAIL 1 ' - ° LINE "PR- 1 " VERTICAL SCALE DESIGNATION CROSS SECTIONS 1 " = 5' , SURVEY BOOK SHEET DESIGNED: JK� DRAWN: DST _ _ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 336 55 UI ( 1 317 713-461 21 �. FAX 317 71354616 FAX 219 769-2333 769-2377 CONTRACT PROJECT z CHECKED: _ JCZ _____ CHECKED: JCZ _ Butler Fairman Seufert CUT �� LL CROSS SECTIONS It SCALE: 1 "=5' CUT F1 ILL 30 20 10 0 10 20 30 It 30 20 10 0 10 20 30 L �39 00 I I , I I I it I I I I I I I I I, I I I I ! I I I I I I I I I I I I I I I : i I I I : I : I I I i I : I I I I I I � � : I I � I I I I ; I I I I I I I i � iI I l i I I I II ,I l j I l i i l I l l I I I I � I i I I I I I : I I I I I I I I I I I I I I j l I I I i I I I I : I I I i I I I I I I I I I ! 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I I I I l I I I I I I I I I I I i I I I I I I I i I I I I II I I I I I I , I I I � i I III III I I I I i I I I I I I I ' ij � I I i II I I I I 1 I I I ! I Cp Cp I I I 1 � I I i O O I I I I I I i I I I� I I I 0 _P0 -10 0 0 0 0 - 0 - 10 `59 50 4 00 0 0 r3 I L4 19 L)U-" 0 � l, li III I �III I'� Ali �� I II : i I I l I I I i I I I I I I i I I I , I I I I I I I I 1 I I I Ili I I I I : I I I I I I I : : I I I l i I I I I II I I I : I i I I I I I I I I I I I I I li I I I I I I I I I I I I I I I I 1 I I I i I I I I I I II I I I I I I : I ' I I I ' I I I I I I I I I I , I I I I I I ' I ' I I I I I I I I I I I I � I i I I � II I � I I II � � I h I I � I I I I I ' I I I I I I I I I I 1 I I I I I ' I I I I I I D - DI - 1 D 0 4 0 50 0 0 I I it _'30 - 20 -10 I 3 I I _T7 _f_47� D :I � �O I I ' O 59 X026 Cy) -30 - 0 0 I I Hoo I I I I I I I I I I I 0 I I : 0_ I I:I �I I j I I I I I� I I I I, I - 10 I I I I I I II I I'I I I I I I:I I I I I I I I I I I II I I I I I III l I I I I I I I I I I I i II 0 I I I!I I I I I I I I I I I II I I I I i i I I,I I I II I I I �i I I I I �I I „ 0 0 20 10 0 10 20 30 20 10 0 10 20 - i I I I I 'I I I I I I i I'I I I�I i I I I I I I I I I II I I 30 CROSS SECTIONS CITY OF CARMEL HORIZONTAL SCALE 0 ' I li FILE COOL CREED TRAIL ' " - LINE "PR- I VERTICAL SCALE DESIGNAi II I I I' II T II j, I II,:I I I I ON CROSS SECTIONS DESIGNED: JRE DRAW : DWT 8450 WESTFIELD BLVD SUITE 300 509 WEST 84TH DRIVE, SUITE G SURVEY DOOK SHEET INDIANAPOLIS, 6240 R � 6410 Jr _ 1 1 X1CHNCKED: CHECKED: FAX 3177354616 Butler Fai m an Seufert FAX 932377 CONTRACT PROJECT R _ r CROSS SECTIONS CUT FILL SCALE: 1 °=5' CUT FILL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 44 50 4j_1L 00 7_77 I- -ILI 2, to o 00 �30 �)o — 10 /0 0 44 V 00 I I , � I ! I I � I I ll I � I j I , '' LJ —30 —'20 —10 /0 0 42V 50 ! � I i �I I i I I� i I i i I n I L) 865 Hi5 6h9 600 Ll ;ZQ I II -30 - 70 /0 0 70 42 50 IQ —30 _P0 — 10 / _3 i 42V 00 0 0 0 c� I I I L .0, (b I to Q) 70 Jo —10 /0 10 Jo —.30 — 10 /0 0 c� 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL IIORIZONTAI, SCALE FILE CROSS SECTIONS COOL CREEK TRAIL 1 5' 99 VERTICAL SCALE DESIGNATION LINE PR- 1 CROSS SECTIONS DESIGNED: JRE DRAWN: 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G S tT RVEY 1300K SHEET INDIANAPOLIS, IN- 46240 MERRILLVILLE, IN. 46410 *16 58 OFJ 7 1 317 713-4615 219 769-2333 - CHECKED: icz CHECKED- J(1Z FAX 317 713-4616 Butler Fairman Scufert FAX 219 769-2377 CONTRACT P.1 OJ E CT CROSS SECTIONS CUT It F1 LL SCALE: 1 "=5' CUT F1 LL It 30 20 10 0 10 20 30 30 20 10 0 10 20 30 46V-50 ' i I 48 50 I I I I I I I I I II I i I I I i I I I I I I i I i 0 0 I I 70 D I D I I I 4 i I 8 00 0 ' I r I I I - o no - /o o 0 4 I I 8 00 I I I I j I I I I II I I I I II I I I � i I I I I � I , i i I I I I I I I I 0 - 0 -10 D 0 0 4 I 5 50 I I I I I I 1 ! I I I - 0 L4 15 , � 70 I I , 0 ! 4 50 I ( I I I I I I I I I I ! I i I i i -Hog- Yo -,20 -70 45 DO 0 0 O I QCJ Oci O O I I ICK) CQ Q I I I I I - D D -70 D 0 0 I II I I I E I I i I j I I I I i I I - 0 - 0 -10 0 D D - 30 - 0 - /D 0 0 0 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL HORIZONTAL SCALE FILE CROSS SECTIONS COOL CREED TRAIL 1 " - LINE "PR- 1 " VEM ICAL SCALE DESIGNATION CROSS SECTIONS I " - BOOK SHEESURVEY DESIGNED: JR1; DRAWN: DWT - 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SURVEY INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 336 59 OF 71 u 317 713-4615 219 769-2333 T-. CHECKED: icz CHECKED: JLl FAX 317 713-4616 Butler Fairman Scufert FAX 219 769-2377 CONTRACT PROJECT C UT �I LL CROSS SECTIONS It SCALE: 1 "=5' CUT F I LL 30 20 10 0 10 20 30 30 20 10 C 10 20 30 50 50 I 52-4-00 I I I i I I I III , I, I I I I I � I I I I I I I I I I I I I I � I I I I I I I I I I I � I i l I Sys - - � Q) _ /0 70 � O - I - 0 0 00 I I I I I I I I I i I I i I II i I I i I I !I I I I I I I I I I i I j ii�I I I I�I �I I t i i I I i �I I I I I� I I I i I I I I� I II I I I I! II, I I I I I I I I I I j i I I I I I I I I I I I II I I I I i i I I I I I I II I I I t j0 j I� I'I iI � - 10 I I O 0 I�I I I I I I I I I II III I'� I I II�I j �I; !I !II I I 0 �I I I I it I I I I i jl jI II I I II.it j Ii I I I I I I,l II it I I l I I I I ..I �I i I I I I I I I I j I I j I I II I I I i I I I I I I I i �I I� I I O 0 O 51 50 -/0 °49 50 O -70 0 0 4 9 O 0 o _ 0 0 0 51 00 O I 8 15 8/0 805 O o 8o0 � 1 1 - 'I I I I II'I jl ,II I I Ij� i I'I I I, I - ,O 800 —- -- - - - "' - --- - 10 Q lO 0 30 20 10 0 10 20 30 30 20 10 0 10 20 , 30 CITY OF CARMEL HORIZONTAL SCALE F0 1�1�,E CROSS SECTIONS 1 COOL CREED TRAIL 7 LINE PR- 1 ERIICAL JcALE DESIGNAT ION ECTIONS DESIGNED: JRE DRAWN: �I 1 8450 WESTFIELD BLVD., SUITE 300 SURVEY" BOOK 509 WEST 84TH DRIVE, SUITE G SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 317 713-4615 219 769-2333 j h G U IT T7�� ('HE('KED: CHECKED: Icz FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 CONTRACT PROJEC r I 4LL 7�1 ( �4 �7m� ' it ......... I .O- " j I I I I I I I I I I I I I I I CUT F1 LL CROSS SECTIONS Jo 20 10 t SCALE: 1 "=5' CUT F1 LL 0 10 20 30 30 it 20 10 0 10 20 5J- 47 - - 30 54 50 I ji ' it I ! I ', I; l ! I l II I I I j � l Iljl � I cue 0. -0 -/0 0 0 5J-� oo -0 T77— II T-T �)o - /0 I 5!I�I I i I I I'�i o�l I i I I I t!�I o I�4 00 �o II I I i i I I I 7 �-T -7 Lj I 0 10 70 I I I I i;�II I I I I I II II I I 52t50 - I I I I I I +1 I I I I I '569 C6 5 - 70 I I li �5j -50 �10 Jo F-T 1 777 7- I L; L405 tt7 -/0 30 - 0 - 70 )o Jo 30 20 10 0 10 20 30 .30 20 10 0 10 20 30 I j iI I I III I I I II CITY OF CARMEL HORIZONTAL SCALE FILE C'ROSS SECTIONS 1 5' COOL CREEK TRAIL l I I I I i I I I ' LINE "PR— 1 99 VERTICAL SCALE DESIGNAT ION CROSS SECTIONS DESIGNED: JRE DRAWN: DWT S 8450 WESTFIELI) BLVD [TRVEY HO K SHEET N 4c 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, N46 509 300 MERRILLVILLE, IN. 46410 :336 (31 OF 7 1 317 713-4615 219 769-2333 CHECKED: ----- - J(IZ CHECKED: FAX 317 713-4616 Butler Fairmari Scufert FAX 219 769-2377 CONTRACT PROJECT 44 —TTI T-TF 77 T" t +4, 1 -44, Tit li, LHI T ILI 1 CROSS SECTIONS CUT Fl LL SCALE: 1 "=5' CUT Fl LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 55V-50 5-9-1- 00 7� I � : I I i I i I I I I I I I I I I ! 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I III I I I I , I III I O O i I I I I i U I I Sr cue o 7 I I I I I I I I : O IO �i Q � i � O O � c J — 0 —10 O O — 0 — 0 — 10 O 0 O 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CITY OF CARMEL HORIZONTAL SCALE FILE CROSS SECTIONS 1 °° _ �� = CREED TRAIL VERTICAL SCALE DESICaNA'FIO - o LINE PR- 1 & A CROSS SECTIONS 1 " St'R`'E1� I3001 SHEF�T DESIGNED: JRE DRAIN: D T _ 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 336 62 of 1 C 317 713-4615 219 769-2333 CHECKED: R,z CHECKED: J(-'Z- FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377 CONTRACT PROJECT F N F R S x CROSS SECTIONS CUT It FILL SCALE: 1 "=5' CUT FILL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 60 00 I j 6 50 j I I 1 I I I � , I , I I I I I I I I i � I I , I I I � I I I I II I I i I I I I I I I i i I i I I i I I i I I i I I I I I I � I I Ali j III j III III III I, ! III III IIII I�' III 1 I I I i 06 � D 0 -10 - - D D D 10� O 0 805 5 9 9 D D - 6 DO 0 I j i II i ! I i ! 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I I jI I � �o _P0 - 70 65V 50 /0 20 Jo II I I i �I I II I I!lI I i I i IIIIiI I I III I i I i I I I i I I I i i I jI I i III II II i i �IiI I I I I i j —30 —20 —10 62 50 �o 20 To 771 7-- HhO - 10 Yo -,20 61 V 00 q_) _'30 —�20 -10 /0 0 70 77— FIT 200 T-17-T T7 62 'Z� L426 N ,Z) si5 Z-) 05 -7 -F-7— lb (b H05 30 90t7 _/0 7795 - /0 1�0 -0 —20 _ /0 F /0 30 20 10 0 10 20 30 30 20 10 0 10 20 30 I j II I I II I j IiI CITY OF CARMEL HORIZONTAL SCALE H LE CROSS SECTIONS 1 5 39 9 COOL CREEK TRAIL LINE PR- 5 & A' VERTICAL SCALE 1)E SIGN I0II 0 N CROSS SECTIONS DESIGNED: JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G SURREY BOOK SHEET INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 3:36 6-1 OF 7 1 317 713-4615 219 769-2333 II I,j I� I I I iI ('HECKED: CHECKED: J('-Z FAX 317 713-4616 Butler Fairmari Scuert FAX 219 769-2377 CONTRACT PROJECT T7� 71 _TT 7, 7� T 177, 71� 71h 41 77 I I Tm, L ftT T7T 7�� T +1 �11 CROSS SECTIONS F1 LL CUT F1 LL SCALE: 1 "=5' CUT It It 0 10 20 30 30 20 10 0 10 20 30 30 20 10 67-1-50 65 50 I I I 70 II I E I I I I I I II 0 I I II I i I I I I I I OQ li i I I I I i I li I i I I I I I I ICI I - 30 -20 61 _� oo 605- 605 Q) 5176- 669 0 Jo _/0 /0 '30 f0 65V00 I I I I I II I II j I II III I IIj ICI I --------------17-------- 7F_ 820 -30 _fo - 10 0 0 -0 I 11 I II I I it I I I I I II i I 66V50 eg ---t—T1 4) I I I I I I I I I I III I I i i I I I I t 0 )o 0 'o L4061_ -20 -10 /0 20 -Fo 66-V 00 -30 6-4V50 ILI 626 62 6-2&- 6� G 00 /0 0 Jo -30 .20 10 7 -Jo -,20 - 10 12 /0 20 Jo 20 10 0 10 20 0 30 20 10 0 10 20 30 - CITY OF CARMEL HORIZONTAL SCALE HLE I " = 5' III i i CROSS SECTIONS COOL CREEK TRAIL VERTICAL SCALE DESIGNA"HON LINE "A" CROSS SECTIONS I " = 5' Sj T RVEY BOOK SHEET- JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G F_ T_1 DESIGNED: 336 65 F INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 317 713-4615 219 769-2333 CONTRACT PROJECT icz CHECKED: J(1Z FAX 317 713-4616 Butler Fairman Seu ert FAX 219 769-2377 CHECKED. FF _TTT T71 4 , iLll H T7HT Ttl CROSS SECTIONS �I LL CUT F1 LL SCALE: 1 °=51 CUT 30 20 10 0 10 20 30 It 30 20 10 0 10 20 30 69 00 TT T—IT 70 50 Z515— z5-20- IT L5 119- 70 � 505 I I 1 I I I li 1 I I II I II I I I I 1 I I I I I III 1 I I I 1 , 1 I I I II I I I I � I I I I I I I I ��—O O�Q i 0—a-O Q v Q N�aL , , I I I I 1 I I II �� — 0 r c �O 1 I I I 1 I I III I I I I 1 I I II i I I I I i II II 1 C'i I IEI I I II I I I I 'i II 1 1 I I i I I I I I I I I I - - - -Ili-II III I I II I II 1 I I I I I II I I 1 I I I I 1 I I i I III I i I I I I j I II 1 I I I � I I 1 II II�I I� 1� I I 1 I I� I I I I 0 O�I I !I t �N o� I I�I I I li I 1 , i I I I I I II II I I, I I, I I I I I I i I I �I I 7-� 0 -10 0 �'o T T 1 -t+�4 If I I 68 90 h _LL — o 70 00 ° ° ° /0° 69V50 I I 1I 1 l I II I Ii I I i I I I I I I 1 I I i I I I I � I i I I I II I i I I I I I I� I I � I I 'I I i I �II I j 1 1 I �I �I I I I I I I I i I O IIII ' I II i li II� I i I I I I, �I I I I' I I I I I I I I I,I I I I�I I I I I I I II I I�� II'I II I� I I it�I I I �I I I II I I II I I I 1 I'I I I I�I I I I I I I I I I 1 �I I I I I I I I III O I I I �I i I II�I 111 liI I i � i I I I i Ili li I i 1 j I II I 1 'II I I i I I I I I ; �II 1 li 1 I I I I III I I I I I 4+ I I O — 0 — 7 D 69 50 Q) 0 — D 70 0 0 0 68 DO 7+ 15-TT H/6 �a O N D O 0 70 0 0 0 — 0 — 50 20 30 30 20 10 0 10 20 30 30 20 10 0 10 CITY OF CARMEL HORIZONTAL SCALE II I I I I I Ii I I II I I I I I I FILE CROSS SECTIONS COOL CREEK TRAIL 1" = VERTICAL SCALE DESIGNATION LINE A & PR- 2 " CROSS SECTIONS 1 SURVEY BOOK SHEET DESIGNED: JRE DRAWN: DWT 8IIN.6 SUITE 300 o DRIVE, SUITE G r 1 INDIANAPOLIS, 46240 2R . 4641p 336 66 9692333 CONTRACT PROJECT JCL J�'l FAX 317 713-4616 Butler Fairman Seufert FAX 219 769-2377__7T _TT 117-77 �7W T7 M _L' + CKED: CHECKED:1 I _TT T71 4 LLLL_� TL4 7s,) i it , z I I I 1 I I I I I I I I I I I CROSS SECTIONS CUT it F1 LL SCALE: 1 "=5' CUT F1 LL it 30 20 10 0 10 20 30 30 20 10 0 10 20 30 72 50 74 50 I I II 620 6,20 I I ! 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SCALE FILE CROSS SECTIONS COOL CREED TRAIL 1 " = ° ,9 ,9 VERTICAL SCALE DESIGNATION ^� LINE PR- 2 CROSS SECTIONS 1" _ 5' . SLTR�'E1T BOOK SHEET P" DESIGNED: __ JRE DRAWN: ____ DN I 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G TT INDIANAPOLIS, IN. 46240 Q MERRILLVILLE, IN. 46410 X336 � ( O1' / 1 X77, 7 CHECKED- FAX 317 7134616 FAX 261 9 769-2377 ONTRACT PROJECT � CHECKED: 1C�Z__--- CHECKED: __- --JC'Z Butler Fairman Scu£crY w i i I I i I i i I I I i i i CUT CROSS SECTIONS F 1 L�— SCALE: 1 "=5' CUT F1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 76 50 78-1-50 ZI j I I I i I I r I I I I I I I I I I i I I I I I II I r II I I �I I I i I t I I I I I I I l ! I 0 I I 0 r r i —70 I D I r D 0 76 O O I ' I I I r l - o I I I I III i i I I r r — I I i I Ih I I I � �r I I I I I I I I I I I II I I I I I I I I I I I I I, I I I I I I I I I I II I II I� !' !I I I I I I I I I I I I I I I 'I I I I r I I f I I I I I I c Q��aQ L � — I i I !I 'I I I �I I ; I r I i I I I I' i I I I I r I II I I II I i !I�I I I I I I I I I I I I I!I I I I! I I I I I i II I �o I it��I I II �I I I II I II I I��I II I I I�I'I I I r��I II I � I I Ir I I I I I I I I I 11 I I I I I�I I I I I r i�Ili I I I I I I I I i i I I I I I I I I.I I I I II I II! 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I � I --FILE CROSS SECTIONS J = 5 COOL CREEK TRAIL VERTICAL SCALE DE SIGNAT I I I I ON LINE "A & PR- 3 " CROSS SECTIONS I" = 5' DESIGNED: ME DRAWN: DWI' NDI 8 SUITE 300 o SUITE G SURVEY BOOh �'HEET INDIANAPOLIS, N. 46240 R VI 46410 336 69 10F 1 E 299 CONTRACT PROJECT FAX 317 713-4616 FAX 2 9 76 2377 J(,Z C H E C K E D: JG Butler Fairman ScuferC1E 1LD: —LiL I 77F T 7T 41±L 4 -t4 Fi _TT7� 77 T71 I _7[T CROSS SECTIONS CUT It Fl LL SCALE: 1 "=5' CUT Fl LL 30 20 10 0 10 20 30 30 20 10 0 10 20 30 56V-50 34 -1-50 5;2 C�l I L/ • 1Q, ;? -Jo �)o -10 /0 0 -30 o - 10 56-V 00 /0 L/ Q) Q-) CK) Q) QK) cQ 2— -30 —�20 -10 80 50 10 20 -30 20 — 10 S5 -V50 /0 0 Lll—'L/ C2 "I 7� ......... i I I I' I I I (j) 0 �?o -'30 -po -10 03 Ll/u /0 20 35t00 Q� 6� (b (b L) u — 10 -30 -20 -10 /0 20 -30 .20 /0 Ao 'c ,A- 30 20 10 0 10 20 30 30 20 10 0 10 20 30 I I I I II LORIZONTAI. SCALE FILE CROSS SECTIONS CITY OF CARMEL 1 5' COOL CREEK TRAIL i f ll II 99 VERTICAL SCALE DESIGNA'FION LINE PR- 3 & A99 CROSS SECTIONS I" :--: ' "�,'t T RVEY BOOK SHEET DESIGNED: JRE DRAWN: DWT 8450 WESTFIELD BLVD., SUITE 300 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 :336 70 OF 317 713-4615 219 769-2333 z FAX 317 713-4616 FAX 219 769-2377 CONTRACT PROJE(.-'T CHECKED: J(IZ CHECKED: Jcz Butler Fairman Seufert 17 —L L CUT FILL CROSS SECTIONS 30 20 It SCALE: 1 "=5' 10 0 10 20 30 UT �� LL ' 30 20 10 0 10 20 30 3 00 I 0 - 20 -10 87 50 ° Jo od Q CQ _/0 87 00 ° ° ° TTT Q � i ICI I j j� II � a 0 v o o Q ° - ° -70 0 D ° 30 20 10 0 10 20 30 30 20 10 0 10 20 30 CROSS SECTIONS CITY OF CARMEL HORIZONTAL SCALE FILE COOL CREED TRAIL LINE "A" CROSS SECTIONS VERTICAL SCALE DESIGNATION SIGNED: JRE DRAWN: JRE 8450 WESTFIELD BLVD., SUITE 300 SURVEY BOOK SHEET � 509 WEST 84TH DRIVE, SUITE G INDIANAPOLIS, IN. 46240 317 713-4615 MERRILLVILLE, IN. 46410 3 j(j 71 OF O CHECKED: CHECKED: JCZ FAX 317 713-4616 219 769-2333 FAX 219 769-2377 CONTRACT PROJECT Butler Fairman Seufcrt y W I I I I i I i I I I I I I I I