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Home My WebLink About131st Street Improvements (Towne Rd to Ditch Rd) CAA M AND II A`0 z OWNER Uj CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 Uj TOPOGRAPHIC SURVEY BY: 0 CROSSROAD ENGINEERS 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 (317) 780-1555 HOLEY MOLEY SAYS H N A L AM AINA AY DON'T DIG BLIND" 0 a INDEX OF DRAWINGS SHEET N0. BIT'S THE LAWG .•x � W. 146th t �, y ti " � I II CALL 2 WORKING DAYS BEFORE YOU DIG I - 1-800-382-5544 ., �I � �I `� CALL TOLL FREE } 9 PER INDIANA STATE LAW IS-69-1991. TITLE SHEET & INDEX 1 H S4 ry' R w '" ICI IT IS AGAINST THE LAW TO EXCAVATE FM WITHOUT NOTIFYING THE UNDERGROUND TYPICAL CROSS SECTIONS 2 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I t W 1 1t st MISCELLANEOUS DETAILS 3 .. : !� , MAINTENANCE OF TRAFFIC 4-5 ROAD PLAN & PROFILES 6-16 A �� "�v� �� "��" PLANS PREPARED BY: . � N � A �� . I w E 3t , CONSTRUCTION DETAILS 17 t ..,.I".. SANITARY SEWER DETAILS 17A ,� � 1,��i.1h �t ��"""cr � � � xuhlulpllul IPA LIGHTING DETAILS 18 w..;. O PwvEMENT MARKING & SIGNING DETAILS 19-23 D o @•..° Nr .-r: n4i:Ph"u I "- , EROSION CONTROL DETAILS 24-29 � -. r ,.,"1 1 t,. { W 31st t , f, Irl "°Ih1 IN1 t . t w a LANDSCAPE SITE KEY PLANS 30-31 MI LANDSCAPE LAYOUT PLANS 32 ar LANDSCAPE GRADING PLANS 33 look „ w W " h E , W 1261" St a „, LANDSCAPE PLANTING PLANS 34-38 �I I I A Transportation & , f ' ��II I LANDSCAPE PLANTING DETAILS 39 Development Consultants "I� ." LANDSCAPE DETAILS 40 �,a`, ;y . „ ��.alm,.. � YW �� , � ,A 3q,7 SHERMAN DR aFECH GROVE, IN 4E,a7 (3,>) >a0-,555 2�LANDSCAPE IRRIGATION PLAN 40A ' „ .. , y�M 121 s,t St , \\1111 tp PROJECT LOCATION �hf , LANDSCAPE IRRIGATION DETAIL 40B !� EiIngle vil�g �� ldl .�_. �' FC/r ' ' LISTER .p LANDSCAPE LIGHTING PLAN 40C �Ilw P � F PAVEMENT QUANTITIES AND APPROACH TABLE 41 , �. 111h1„., r 116th t. W 11 1h St W 11�1n � 10809004 W �t STATE OF Z IY SIGN SUMMARY TABLE 42 � � "�� I Fs �NDIANP �,` 1 UNDERDRAIN & EROSION CONTROL TABLE 43 „s (D STRUCTURE DATA TABLE 44 " � ,..,. '' u CROSS SECTIONS 45-76 - �I' ` p b I s 1a w”A a d I "11. 2 ■ e, IM " INDIANA DEPARTMENT OF TRANSPORTATION eI �I � w 04-01-08 STANDARD SPECIFICATIONS DATED 2008, INDOT _ ERTI _.y—_ CERTIFIED DATE SUPPLEMENTAL SPECIFICATIONS. LOCATION MAP Z NOT TO SCALE DESIGNED: BE CHECKED: JV DRAWN: TB CHECKED: BE PROJECT LETTING DATE : 04 - 25 - 2008 A MW 0 z � n CONSTRUCTION L DOCUMENTS C11w)1 OF CARNIEL PROJECT NO 06 09 131ST STREET ROAD IMPROVEMENTS TOWNE ROAD TO DITCH ROAD 0 0 Ej ES D M OR rw 2 v, a w w o Q --- w z z NO. DATE REVISIONS BY APPR. w � w�� X c�w Z elm POEM it d—M 0 dl =qa'b7X= f /M/W9?y4=f"=Vfl 611110*17TCiff LEGEND VARIES VARIES VARIES VARIES COLORED AND JOINTED CONCRETE, 7" ON 16' TO 12't 8' TO 0' 8' TO 2.5' 16' TO 12't O 12" COMPACTED AGGREGATE BASE NO. 53 LINE "A" (e COLORED AND JOINTED CONCRETE, 4" ON PROFILE GRADE �y PROFILE GRADE 12" COMPACTED AGGREGATE BASE NO. 53 K1 2% VARIES 2 2% K1 Qc PCCP FOR APPROACHES, 6" ON 6" COMPACTED AGGREGATE BASE NO. 53 MPX 3 , MAX P 165#/SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON TOWNE ROAD — LINE "A " 5" COMPACTED AGGREGATE BASE NO. 53 INCIDENTAL CROSS SECTION CONCRETE SIDEWALK, 4" SCALE: 1/4" = 1' Q 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON 385#/SYD. HMA, BASE, TYPE C, 25.0 mm ON 40'-0 40'-0 MIN. R/W 275#/SYD. HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm ON MIN. R W 16'-0 2'-0 6'-0 6'-0 2'-0 16'-0 2'-0 6'-0 8'-0 330#/SYD. HMA, BASE, TYPE C, 25.0 mm / 8-0 6-0 2 0 i<t 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON 26 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON LINE "A" 660#/SYD. HMA, BASE, TYPE C, 25.0 mm 26 26 p �..,� MPX PROFILE GRADE 16 2% 26 2% 16 PROFILE GRADE 15 2% 2� P 26 15 _�___- 2% K Q 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON 2% 2% K 0'-6 (Typ) 0-6 (Typ) HMA WEDGE AND LEVEL, TYPE B, ON 1.5 SURFACE MILLING MPX - rzt 165#/SYD. HMA, SURFACE, TYPE A, ON 1.5" SURFACE MILLING SUBGRADE TREATMENT, TYPE IA SG — LINE "A " SG U Q PIPE, TYPE 4, CIRCULAR, 6", DOUBLE WALL, SMOOTH TNT. U 131 ST STREET CRO SS SECTION to BARRIER CURB AT TRUCK APRON SCALE: 1/4" = 1' t5 COMBINED CONCRETE CURB AND GUTTER, TYPE II is COMBINED CONCRETE CURB AND GUTTER, TYPE III t� ROLL CURB, MODIFIED 2s SODDING VARIES VARIES VARIES VARIES 14' TO 10.5' 15 TO 0 5 TO 0 24' TO 13' LINE "S-1-A"� PROFILE GRADE PROFILE GRADE 2% K1 VARIES 2% 2% K1 TOWNE ROAD — LINE "S- 1—A " INCIDENTAL CROSS SECTION SCALE: 1/4" = 1' 52'-0 52'-0 10'_0 6'-0 2'-0 24'-0 2'-0 8'-0 8'-0 2'-0 24'-0 2'-0 6'-0 _ 10'-0 LINE "A" 26 16 PROFILE GRADE 15 26 P 2%-- 26 P 26 PROFILE GRADE 16 2% 26 26 2% 15 __- 3•� MAX 2.0% 2% 2% - MPS 2.0% I I I 1 1 1 -1 1 1 1-_ 1 � - - - - - - - I I I II II I II T-I I II I I II I I I SG TOWNE ROAD — LINE "S- 1—A " SG MAINLINE CROSS SECTION — LINE "S- 1—A " U SCALE: 1/4" = 1' CENTER OF CIRCLE 49'-0 4'-0 2'-0 30'-0 2'-0 6'-0 8'-0 1'-0 7" 26 SLOPE VARIES 17 PROFILE GRADE 15 26 P MPX A 2% & LINE 'C' 2% / 2%- MA 2% X Z I 14 Q J - I I I C I I 0 v = SG v 0 I w z 3 o ROUNDABOUT CIRCULATING ROAD WA Y SECTION 131 ST AND TOWNS ROAD — LINE 'B N SCALE: 1/4" = 1' i N J U Z <'-2 o —____ J -„ CITY OF Cy��MEL HORIZONTAL SCALE BRIDGE FILE i— AS NOTED N/A RECOMMENDED 131ST STREET VERTICAL SCALE DESIGNATION I x'�w� `� FOR APPROVAL 4-01-08 I��F o NQ = DESIG GINEER DATE TOWNS RD. TO DITCH R AS NOTED 10809004 SURVEY BOOK SHEETS N"a • o �" _ SIGNED: B.E. DRAWN: T.B. TYPICAL 2 of 76 T STATE OF = SECTIONS Z r w 1 1 1 AND ANF D CONTRACT PROJECT w`n~zZ TONAL CHECKED: J.V. CHECKED: B.E. CROSS w v / Transportation& , �� w w w w o 06-0 �U)—— �r�, x W o Development Consultanic � °'°`'` UTILITY INFORMATION SANITARY SEWER 6" 6" Clay Township Regional Water District 24" Ryan Hartman RIM ELEV. To RIM ELEV. TO 10701 N. College Ave., Suite A 24" THIS POINT 6" 18" THIS POINT IN 46280 Nom' s" 1s" mss" A Indianapolis, PROVIDE TOOLED CONTROL JOINT A „ do FOR EVERY 6' — ALIGN CONTROL � — 1 1/2" 1 R. �� 3/4" (317)844-9200 JOINTS W/EVERY THIRD (3RD) JOINT ° N—f ° ° MODIFIED CONCRETE CENTER R Op R ryan.hartman @crwd.org ON TRUCK APRON a ° � e a �. °° CURB TYPE D CEMENT CONCRETE PAVEMENT CLASSa"A" CLASS "A"e ° `V 'FOR DRIVEWAYS 6" '' ° '�' tQ� CRETE WATER HOLD TOPSOIL DOWN Y" FROM TOP OF p CONCRETE , City Of Carmel Water Utility CURB WHERE LANDSCAPE/PLANTING AREA MEETS BACK OF CURB �" PROVIDE RADIUS ON DRI VE AREAS MAINLINE John Duffy 6" EXPOSED FACE, TYP. 12:1 TAPER 760 Third Ave. TURF/PLANTING AREA S.W. PROVIDE LIGHT BROOM TOPSOIL Carmel, IN 46032 FINISH TO EXPOSED COMBINED CURB AND GUTTER TYPE DETAIL 1 �i�%�i� �ii� 6" CONCRETE, TYP. (317)571 -2443 �,��`%��%�`�`�`� r NO SCALE ��i�� i��i�� °� 6" s jduffy @carmel.in.gov o A A GAS COMPACTED SUBGRADE, TYP. ;_�'/ �� ;.�/� x " R R Vectren Energy Delivery , /��, 24 RIM ELEV. TO MODIFIED CONCRETE CENTER y �/� // �' 5 R. CURB TYPED Don Perdue CLASS A MODIFlED " 6" 18" THIS POINT P.O. BOX 1700 CONCRETE CURB, BARRIER, PER INDOT E 605—CCSJ-01 / :/� / ,�� r 4"R. 16000 N. Allisonville Road °1"R. 12:1 TAPER 61 -1700 �� Noblesville, IN 460 BARR/ER CURB A T TRUCK APR®N d SLOPE 1/4"/FT. M 1'' r N " I. — DETAIL 2 (317)776-5534 NO SCALE a «a ,d CLASS A M CONCRET dperdue @vectren.com 24" CATV 1 . O . ° Brighthouse Network ROLL CURB MODIFIED COMBINED CURB AND GUTTER TYPE /H SECTION A—A Joe Evans NO SCALE NO SCALE 3030 Roosevelt Ave. Indianapolis, IN 46218 LEGEND (317)339-9075 Q WIDTH GREATER THAN 3' REQUIRES 4 RPMS PER DETAIL 1 OR joe.evans@mybrighthouse.com 3' WIDTH OR LESS REQUIRES 2 RPMS PER DETAIL 2 CENTERED ON WIDTH OF MEDIAN Za y O Bandwidth CURB NO TES 0 RPM TYPE 2 (YELLOW) PER INDOT STANDARD DWG E 808—MKRM-11 Kate Rance CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED 0 TYPICAL PAVEMENT SECTION 625 East 11th Street SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. CONCRETE CURB Indianapolis, IN 46202 FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. (317)524-5711 ext.5004 DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. END TREA TMENT DEL INEA T1 ON NO SCALE krance @zayo.com TELEPHONE AT&T Greg Cammack 5858 N. College Ave. Indianapolis, IN 46220 (317)252-5134 6" 2'-6" 6 mc2741 @att.com a . ° a C ELECTRIC ° ° w Of Duke Energy Corporation ° �a Fred Combs Q 100 South Mill Creek Road r ° Nobelsville, IN 46062 B a ' B I I 6 (317)776-5347 �_ I I fred.combs @duke-energy.com ° a — 6„ 6' — i PIPELINE _ M -T ° - X _ Center Pipe _ _____ Q Q GEOTEXTILE FOR M Panhandle Eastern Pipeline N UNDERDRAIN � Mark Wood AGGREGATE FOR UNDERDRAIN "' 9371 Zionsville Road 6" 2'-6" 6" ° SIZE #8 Indianapolis, IN 46268 ° - ° ° PIPE, TYPE 4, 6" ao 14" ° ° ° ° (317)733-3232 ° ° ° ° � ° ° DOUgLE WALL a e ° a ° ° ° SMOOTH INTERIOR mark.wood @sug.com SECTION B—B UNDEERDRA/N DETAIL Buckeye Pipeline PLAN NO SCALE Roy Bauer 0 5405 West 96th Street w Indianapolis, IN 46268 CA TCH BASIN — TYPE (317)870-0134 NO SCALE rbauer @buckeye.com co U O n CITY OF CAMEL HORIZONTAL SCALE BRIDGE I J AS NOTED N/A X 'w� �� CkF ` RECOMMENDED 131ST STREET VERTICAL SCALE DESIGNATION y a,Q o Q �� STEgF� �� FOR APPROVAL 4-01-08 F, �cn N m �` ��o _ NQ = AF) 4Gj NEER DATE TOWNE RD. TO DITCH AS NOTE Q ' . 10809004 \- T.B. MISCELLANEOUS SURVEY BOOK 3 SHEETS 76 w = a- DESIGNED: B.E. DRAWN: w O Q Z FSS/SND I ANPC�? B E DETAILS CONTRACT PROJECT Y 0<z Trans ortation& ONAL �� CHECKED: J.V. CHECKED: 06-09 U_w w W �(n It.J2 X��w� Development Consultants ""'""�,��rr,� ' 'p°"" DETOUR ROUTE MARKER ASSEMBLY DETAILS W 146TH ST ETOU XM4-8 ETOU XM4-8 W 131st ST. W 131st ST. aM5-1(R)S � M6-1S OR OR OM5-1(L)S M6-1S W 141S ST —v—F ETOU XM4-8 END M 4-6 -j W 131st ETOU M 4-8 ST. W 138TH ST W 131st ST. a M6-3 W 136TH ST ,�� SMOKEY ROW RD — a M5-1(R)S OR o [�] M5-1(L)S 0 0 \P� CONSTRUCTION SIGNS, TYPE "A" ry x O XW20-3 XW20-2 o N cy- X 36 X 36 36 X 36 �© Q : @ #O1 W 131ST ST ckf W 131ST ST — — N ROAD DETOUR cmic— — — — — — — — � C D-LL CLOSED AHEAD AHEAD 0 0 CARMEL PROJECT 06-10 �, 4- °� cn cy- w CONSTRUCTION SIGNS, TYPE "B" 1z 6Ty > Q w W 126TH ST T DETOUR DETOUR 0 m J W = o XM4-10 (L) XM4-10 R c 48" X 18" 48" X 18" mi mi If ! f z cn 122ND ST ROAD CLOSURE SIGN ASSEMBLIES 0 Qf W 121ST ST I Q ROAD CLOSED AHEAD ROAD LOCAL TRAFFIC ONLY CLOSED J V) COLLEGE AVE Z R11-3 R11-2 O w 5' X 2'-6" 4' X 2'-6" Tr °- 0 Of SS\ w ON GRE o LEGEN D © -LL CONSTRUCTION AREA W 116TH ST -- y O� ©� — — ALTERNATE/DETOUR ROUTE TYPICAL CONSTRUCTION SIGN STANDARD COORDINATE i o MAINTENANCE WITH -M ROAD CLOSURE SIGN ASSEMBLY Z CARMEL PROJECT 06-10 ® BARRICADE, TYPE III-B i ® TYPE 'A' CONSTRUCTION WARNING LIGHT m ® TYPE 'B' CONSTRUCTION WARNING LIGHT � N N N OHO J 03: X > � � ;----_,,, ,,,,,,,,,,,,,�� . ,;,,,,,, CITY OF CARMEL ._x J HORIZONTAL SCALE BRIDGE IL w�� Q��G�STER��,�'- 4—oi—08 131ST STREET DESIGNATION t-v ..0r O�l FOROA APPROVAL � N VERTICAL SCALE DESIGNATION TOWNE RD. TO DITCH RD. _ NO. = DESIG GINEER DATE N/A L,0 Q 0809004 w -_ SURVEY BOOK SHEETS L'Z a v�> w - T STATE OF _ MAINTENANCE OF 4 of 76 � DESIGNED: B.E. DRAWN: w N o Q Z FS IND I ANP �� CONTRACT PROJECT Liw L W wo TRAFFIC - PHASE I L'�� Transportation& ONA L CHECKED: J.V. CHECKED: B.E. 06-09 x�o� Development Consultants DETOUR ROUTE MARKER ASSEMBLY DETAILS OA ETOU XM4-8 ETOU XM4-8 W 146TH ST Q W 131st ST. 0 W 131st ST. 1 AND OR AND OR 02 / ® TOWNE RD.1 ® T M5-1(R)S F7!l M6-1S 0® OR OR Tr _ M5-1(L)S L4!77im M6-1S TF T � �W 141ST ST D BII AII -- © 0 C II D II XM4 1(R) XM4-8 M 4-6 ---- � — II DETOU END TF BII M 4-8 ------ I -- -�= - > AND OR Fill TOWNE RD. ❑I W 131st ST. _ o ~ AND OR r o _ -- W 138TH ST - - - --- z J t M6-3 0 W 131st ST. AII a 0 -- / - ° W 136TH ST ___ -- -- l - SMOKEY ROW RD r► M5-1(R)S OR z \ M5-1(L)S m J W (n -- cn i o-) � m � R11-2 � v CONSTRUCTION SIGNS TYPE "A" X W .1 31ST ST 2 -- — — O XW20-3 O XW20-2 36" X 36" — N _LL 36" X 36" (MIT T D I ROAD DETOUR \ o R11 \� �� CLOSED AHEAD CARMEL PROJECT 06-10 � cn AHEAD tr 4 r i-- AII 711 3 & v 126 w Tr xM - ;, \ - N J Sj CONSTRUCTION SIGNS TYPE „B„ BII C T BII A W 126TH ST ------ -� ---- D II -LL -� -LL BII — � —� o DETOUR DETOUR AII ---- XM4-10 (L) XM4-10 (R) z 48" X 18" 48, X 18 -LL 122ND ST -- - ° ROAD CLOSURE SIGN ASSEMBLIES O r W 121ST ST ROAD CLOSED AHEAD =ROAD COLLEGE AVE LOCAL TRAFFIC ONLY z z w A I m R11-3 R11-2 T r 5' X 2'-6" 4' X 2'-6' I R�SS\ , —� rY CON 1 W LEGEND 0 0 = B I ® CONSTRUCTION AREA W 116TH ST — — ALTERNATE/DETOUR ROUTE QB I TYPICAL CONSTRUCTION SIGN STANDARD AI ROAD CLOSURE SIGN ASSEMBLY COORDINATE MAINTENANCE WITH ® BARRICADE, TYPE — CARMEL PROJECT 06-10 w ® TYPE 'A' CONSTRUCTION WARNING LIGHT z i ® TYPE 'B' CONSTRUCTION WARNING LIGHT m cn HORIZONTAL SCALE BRIDGE FILE E CITY OF CARMEL J EC N/A Q�NO �� k ��'" RECOMMENDED 131ST ►.STREET VERTICAL SCALE DESIGNATION X > Y x m `�� sTERF0 'pl FOR APPROVAL 4-01-08 N/A mw-a-w �' NO. DESIG GINEER DATE TOWNE RD. TO DITCH RD. SHEETS � N � SURVEY BOOK 0 0809004 `l' DESIGNED: B.E. DRAWN: T B MAINTENANCE OF 5 �f 76 �Q T STATE OF CONTRACT PROJECT n L'j >-� ,,�ss� ENO i ANP�� CHECKED: B.E. 06-09 w w 0 CHECKED: J.V. TRAFFIC - PHASE II z% P P ��. Lu C)w w� llcvelo ment consultants ��n ,,� .,.,m• �N-- xDo�� o �, �, c LEGEND 0 0 0 0 -f- + O+ ,+ EXISTING 00 EI3 STORM INLETS LIGHT & POWER POLE W/RISER ,_ GUY WIRE _==±"sTt==STORM MANHOLE LIGHT POLE 1-1_--;s;__-__=SANITARY MANHOLE F° —FIBER OPTIC LINE ~' T TELEPHONE LINE SANITARY CLEANOUT L R TELEPHONE RISER — G —GAS LINE 11"fl, TELEPHONE MANHOLE y:-tit GAS VALVE CTV CABLE TV LINE _. GAS METER 'gip CABLE TV BOX ______-- — w —WATER LINE `6-i- UTILITY MANHOLE Y-v WATER VALVE — 13 —WOOD FENCE FIRE HYDRANT — x —WIRE FENCE TOWNS ROAD PARTNERS, LLC ij WATER METER — o —CHAINLINK FENCE ,I SPRINKLER — —IRON FENCE INST #2007056789 a ERR. VALVE IRON PIN (wetlands) — E ELECTRIC LINE SIGN nHE --OVERHEAD ELECTRIC LINE ` FLAG POLE (wetlands) / Ee; ELECTRIC BOX BUSH w��W wr -i ;- POWER POLE / (RISER) (C� TREE TRUNK STIR. NO. 17 +15 CONSTR. %9 �; MAILBOX POWER POLE � CONEIFEROUS TREE Inlet Type J-10 with LIMITS 50' R W .. ...... 58 Lft. of 12" RCP . . ... .. ..............� , 50' R�W''�• I� •=.. -' �+�'.. •�..�.�..- ,"........� -�•..•� - - � (�•-•r.— - - - - - �-� PROPOSED - - � � e I .- -- - - �' ' b © .+ O COLORED & JOINTED CONC., 7" © .--1 COLORED �C JOINTED CONC., 4" -- -- (woods) © PCCP FOR APPROACHES, 6""tt c ; ---- _ 1 (woods) 1 Q CONCRETE SIDEWALK, 4" x x - x x x x --- x — x — x xxx x — x F1 CONC. CURB RAMP, TYPE 'C' x x — x x — x — x — x x x - - - - - - - - - - - - - - - - - - - - - - — - - - - - - CONC. CURB RAMP, TYPE G - - - - - - - - = - - - - - - - CV — N . _ - - _ _ _ - + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - N 89'32'59" E - - ® CONC. CURB RAMP, TYPE 'H' SECTION LINE 16 � ® CONC. CURB RAMP, TYPE 'L' _ 00 131ST STREET - LINE "A" 16 E- 4 © CONC. CENTER CURB, TYPE 'D' 16 B N - - - - - - - - 15- © BITUMINOUS PAVEMENT (INCIDENTAL) BEGIN PROJECT - O - - _ - - - - - - - - - - - - STATION 37+64 K + _ — + - -- - - - - == - - _ — - - - - ;: W 50' GAS _ C.P. #10126 - _ - - - _ - 50' GAS � ® MILLING AND RESURFACE LINE ESMT. o : 15 _ - - - LINE ESMT. G — G G G G , , G G — ~� _ - -- ---— --- �, G G G -- G G G G G G G G G - G G G G a S EQUIVALENT TO SURFACE IN PLACE _ w G - - G CV �Ij T PROTECT TREE • ......1- - ... .�.....•...... — — w — ��— ___ -E' 1 -__ --.-:_ ___. C1Hf_ -_... _____-_- 1.1HE -. - ❑HE _ —-.-- ❑HE -----— OHE -_ -.._- __ DIE - ❑HE ❑HE -- ❑HE �� ------ ❑f1E ......G..E._.. •OHE •.G-"-�� — — — — — i`�r•-r �...----.� OHE °HE `/ - L,H o G o _ // -- - - - - - P - - - 14 BARRIER CURB AT TRUCK APRON - - - G o COMBINED CONC. CURB & GUTTER, TYPE III - �j 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) G (� 20 WATER. �� w G + — — — — — —• • '........_ _.., — — — — — — — — 16 W LINE ESMT. w G r G' CONSTR.•• - - - - - - _ — - - - - - - - - - - - - - 7 - - '- - -•,•r — - - APP. EXIST_R/lIV— —CONSTR. LIMITS [---+ Q III 11 .,;> LIMITS � %' • • ••••• ' ,"' •• d' COMBINEDBCONCDI CURB & GUTTER, TYPE II, (DRIVE) T — 18 - - - - - tea, — - - �- - - - - - - - - `— � ,, 30' DU&SE 20 WATER LINE ESMT. — —I � / --- ---= DU&SE'; ___ � w w w w w w w w w w � ® SODDING 3:11 "rc�- _________________ ___ -----------___________--====24 r�P--ter__° ",r-.-------1 ° ° , ° ' Y - - - - �� - - - - _._�w�- © ASPHALT REMOVAL III - - - - - - - o- - ° ° ° °° (See Typical Sheet for Additional Details) - - - - - - - - - - - - - =� --- mss, - -° ; . I,ll _ _ _ - - - - - - - - - - - - - - - - - - - - - ° .° ° ° rrrrr ° ° °° ° ° ° ° ° - .� �� , o° °o o°11_ -- �:� � I mss° .. :�°° °.C.�,s ; � � ° ° �J - 16 +15 _ t rte_ V III STIR. NO j �.� .--- U r Catch Basin Type K-10 STIR. NO. 18 +08 ALL R/W AND TOPO FROM LINE "A" III with 40 Lft. of 12" RCP III _� No Work Req'd. TBM #37518 111/ 3 I STIR. NO. 15 +15 .� — — — — — RR Spike t1' up on Power Pole #838-6235 Located Apprx. III I Core M.H. for New 4 q3 (pond) I 800' E of Towne Rd. on N side of 131st St. II I 12" RCP �P� BLOCK "E" Station 51+69.94 "A", 17.72 Lt., Elev. = 904.13 ~~ II✓ ?� �?, COMMONS 1 - HARLESTON POND BENCHMARK BLOCK "A" . � I, : � F � I I �� * o 2 - Is z o T,l L DNR Control Station Tablet Stamped HAM 61 1989 / �z L Ill I Pv Q' c V z y I 1 s �� About 0.5 mile W of Carmel; at the Spring Mill Rd. bri ge �� z' over Williams Creek; set on top of the SE cone. wingwall of I z ,7 11 il U� � the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' H� I I , v LD cJ �o,r,. �r ,r Imo', I I i �� t�� r I SW of the NE face of the wingwall, 0.3' below the road. �i,T"� I o . 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O C) CDi ! : i ._---- - ---- .--- __----- r .-------_--- ------- -- ---_ -- �.:__------...- - _..--- _-_- 0) O� / N __. -- ._ --_.-------- ------- --------- - -- r ------------- r 67:: Cn Q) OD_. d7 [� 6) Q) Q) C� 6� Q� 6�i M 6 C37 6) C� M [T O� O� 6�: C� 6� CT 6� O� 6� N � 8801 37+00 38+00 39+00 40+00 41 +00 42+00 43+00 ~I Q j � 36+00 HORIZONTAL SCALE BRIDGE FILE X �� ___________________________ -�. Moy Naii ��",,,,,, {fell ,,,,,, CITY OF CARI�IEL � LLJ X u o¢ Line „A" 38 131st St. ------- - 1 -------- ' � - J C� "=30' N A Q Q as 131st St. RECOMMENDED VERTICAL SCALE DESIGNATION N 89'3259" E Line "A" °P- ,��\STE,q�oF/P 4-01-08 131ST STREET �U„ .1 N � FOR APPROVAL 17:) �CL o C.P. #10126 Mog Nail N 89'35'17" E /��,� � .. .. .. .. .. N 499478640 ---- --------------- = E 426978108 Center of Fie Hyd. - ��. A DESIG GINEER DATE TOWNS RD. T® DITC 1 "=5'11 c�Q _ — -2j---== 00 P. #10124 Mag Nail _ � 10809004 W z= ��__�___—_— �� 6q9 N 49948.2052 ' i SURVEY BOOK SHEETS z Z }w ,� 60 E 4393,9,5, "' PLAN AND PROFILE w , Center ot ----------- STATE OF _ DESIGNED: B.E. DRAWN: T•B- 6 of 76 oc U)°Q z F�e H �`� `t �s- P ' �cP �� CONTRACT i Pwp s ----------- as h. walk 1 AND ANP � U zi Center of g `��0 ��`l°� CHECKED: B.E. LINE A PROJECT is Mo Nail Li w w Costin %° Transportation& NA L CHECKED: J.V. ° 38+21 .23, 33.13 RT. "A" 48+61 .40, 40.64' RT. "A" Development Consultants c i a>V m a, cv m . a, ]___� • a� Q) a, W - x a, �Z � I i z s _ o o L o. - I I a' a' O a a a a m a s s O -r_ V a, a> a> r w a_- c o_- cn _ • `�, I I O c r- O O _- 9wJ - , a, as a o'.I- o C-2 T �� r� c � �- o �_� �� LEGEND -3 3 � a) = I 5 I ��, osQ I s 1 I � - - - - m m �� o f � 3C(D -D C9 cDc9c�c9cD UCDC'J 3 C? 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' ' I µ EXISTING aj oi cd mcn�� - DOS» ,w - �, �-I I ►C� CD ,J a ,,_ lIT • r]lVN � d- d' -_y cX1 tX� �,I rP �XJ . 1 1 cc o0 oD Cl7 co ,p N co C S �� C �� I I R rl+ �� ;1 I + I I I rn �� `° `C) r-r-00 �° � ,c `� I °� � O °' °+ `-m�' € STORM INLETS , LIGHT & POWER POLE W�RISER �� Q - I� «> _ II \ D o a n N ICJ+. + -�. + ++ t+- O o 4- O + + oo I � � -♦-'�I - + V A ( ,� + CC M O O O cvI r� cn + II 'o \_ •-1- -i- + �- + + + rn o -F + r� +_ _+ + ; + + �I I + + v ,J1 + + o + + �i cn -=�srr-- , - GUY WIRE TOWNE ROAD PARTNERS, LLC \ t ;• © I1 I II I �,- MUWGAN'S PLACE I �� - -STORM MANHOLE LIGHT POLE =140' INST #2007056789 W II I 1 INST. #9547888 l LOT 20 Qp : EH FIBER OPTIC LINE _==={"s>__ v 2 X CL Ji N C N N Q) a) L N N a> N (U �Q X "X a ll a) (U � � � � 1) ' v � ( � x D n a) 1-11 o � c �a -_ o �:- m � ,I= �� o- 21 (r, m , ,- o .- o l LEGEND - O - aJ L O - - - - - - C) -- N - c J + tC; t J S N + CD -,3 � IP cD�o + c1,l �; -) 1) r., r� a,-cn SJ_ cc� c)'-D cD A - ti Z .I -r Cv - - r_ rn r) )o C'C_, Cn 0)/�1 r o, o �n ro " ' �� -71- O �\ 1I7 O1 r'7 6, /^ r� �_ 3, [J r�,^ lfJ LC) lf] U �\ O /fir" �rJ C? cJ �[] cS� EXISTING Lc Yd Lid o � - 4✓ r in - 'Y✓ Y✓rr;� s, M L(l � r7 CT J � "DID +�+ r.� N - N r`J r- CD - 11) aJ U_. aJ -CD r`� CD C S) O' r`� 11-) ac- CJ>+�- Q Lfl r._-. rte, ,f) �) a7 . r (. _v- r.j r. N CV Imo) a - _ �P ,t� \\ +v 4 + + + _ STORM INLETS LIGHT & POWER POLE W/RISER �c GUY WIRE 1<11 M + =7sTr_STORM MANHOLE LIGHT POLE Q\ «> Q `1 11 ,__1 -` r❑ --FIBER OPTIC LINE s t= ___=SANITARY MANHOLE T TELEPHONE LINE `Q z II II ;�` SANITARY CLEANOUT __ TELEPHONE RISER G -GAS LINE :T; TELEPHONE MANHOLE Q� z DILIP P. & HARSHA D. PATEL i--vl GAS VALVE cTV CABLE TV LINE - w -WATER LINE UTILITY MANHOLE ��PV I I U^ I I LIVING TRUST GAS METER Tip CABLE N BOX JOHN T. LOGAN INST #200500059352 BLOCK B INST #8728529 = +51 Street Appr. �_Y WATER VALVE - ❑ -WOOD FENCE Z P_ W=26 FIRE HYDRANT - x -WIRE FENCE I 4C OR F ._, WATER METER - ° -CHAINLINK FENCE SPRINKLER x -IRON FENCE STR. N0. 27 +19 STR. N0. 33 +76 STR. N0. 33C +45 °°v �> IRR. VALVE IRON PIN Inlet Type C-15 with +54 Class I Drive Inlet Type J-10 with Pipe Catch Basin, 18" +90 Class I Drive I r ELECTRIC LINE - -- SIGN 48 Lft. of 12 RCP ' Lft. of 12 RCP with 68 Lft. of 12 RCP I BUSH . W-16 ^ °H E -OVERHEAD ELECTRIC LINE FLAG POLE W=14.5 „ Ee; ELECTRIC BOX Concrete O - Concrete +96.2 +05.2 / (RISER) C TREE TRUNK .. conc. *1 ' (asph. STR. N0. 24 +00 ' STR. N0. 30 +73 Protect Light d°Spn.) ± . i POWER POLE ) +� CONSTR. g :-' LIGHT & POWER POLE DECIDUOUS TREE Inlet Type J-10 with Inlet Type J-10 with 50' LIMITS Grade Area '.•� 65.5 65.5 15 Lft. of 12" RCP fl f 1 » RCP � to Drain • ��Ao, I I i ��O �e= MAILBOX CONIFEROUS TREE C� 48 Lft o 2 C APP. EXIST. R/W 50 R/W b . I 50 R/W + mid e � i i C PROPOSED :« C © + 0O © +I © oo 12 oo ® Q COLORED & JOINTED CONC., 7" d1 l J T.B.M.-37518 KO +I © COLORED & JOINTED CONC.n 4" �"� , � © PCCP FOR APPROACHES, 6 1 - - REMOVE 2 T� y ___ - rvp - - REMOVE -= l\SHE -- ❑H - ❑HE - HE o 1 - ❑HE ❑HEI 15" m__ ❑HE - ❑HE � ]HE 0HF He - :_:: OF CONCRETE SIDEWALK, 4" - - - - - - - - - -- -- - - - - - - - - - - -� - - 1 OHE - - ❑HE oHE ❑ - - -oHE - - ❑HE ❑HE oHE• ❑HE oHe ❑HE ❑HE - - ❑HE nHE ❑HE _ n J - - - - - 1 G + \`_ - - - _ _ ° - I Fl CONC. CURB RAMP, TYPE 'C' • - - - - - - - - - - - - - - - - - , l REMOVE „ N o �° 16 U Q CONC. CURB RAMP, TYPE 'G' / �I SEC-11ON LINE 6 N 89'3517 E + © CONC. CURB RAMP, TYPE 'H' , , [-i 131ST STREET + C) 16 ° N LINE "A" ® CONC. CURB RAMP, TYPE L -- - - - K - - - - - - ° + 0 G B 16 O © CONC. CENTER CURB, TYPE 'D' 1 D - -- - - - � +I QK BITUMINOUS PAVEMENT w - - - - - - - 1 1 - - - - - - 15 - - - - - - - - - - - - - - - - PAVEMENT (INCIDENTAL) - - - - - - _ - - - - - - - - - - - - - - - 1 O w TV-- cry--- av--- cry crV cry cry- -- crv- Tv cTV Tv cTV v-- (TV- - cr'✓-- cry _.._cry cTV - cr✓---- --- - - - c ✓�- cr✓- -15Trcp _ cTV - c v _-... cry----cTv- -- cry --- - 1� rc- - cSJ -- ------ ___-`• -------- -------� ----- c -cry cr---- r _ -- - _ �I T 30"rc -- cry cry- ---- cry cry-- -crv- cr.�,--.cTV --- -- _ --�---=1__ _ --- --- ----�: ST --- 3� T 1, P-- -- - ----- -cTV 36_rc� ASPHALT PATH --- =====�_ = -- - - ---� -- - - --__:+F11 r. ------ ----- --- --- ----- °--- ------------------ - - - ---- ---_� € -- -- ----- - -------- T -r ,- ---T- --- --- MILLING AND RESURFACE 11 _- T-�._7r_�_ - , I T -ST} --- ---------- ----- -------- ---- - _-_- ------- _�, r?-•�,>,✓/)> i�'f-_�-. ,�'./`;,//Y .y.G-r. -«. �� G .- fj ,�f-�,r/ ,G .,�2i,..c-- ,�.T -r--7� _ - - --,7r,rte^ / /i. £r / T %/ /, -- i '% .=< i" /. /; - - - �; � - r%.' E U ALENT TO S TAT T ;a w ACE IN PLACE - �< � ,: G �� S Q "" G G � i" % i / ,� " P ;i;' 1 � 'W . .. PROTECT s. TREE x - "F - ,� �. T' . .. • �_-• APP. - - - T - T w T rA� w r _ T - 14 �___T BL EK/" T COMIv4( IS DU&SE ``- T �•• ''T T T - r LO K 4 " COM�uION DUBcSE AP �CI T. W �� 7 -- -- --- ---- -- -- - --- -- -- --- xj_ _ .2- _ - - - -= T -- -- T - - - �--_ - p - - - - - - - - - - - - -11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I °SPh.� 93:6 G G P) 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) E"i _ - + STR. N0. 26, +19 I� +82.4 ' R=5 `C) STR. N0. 32 +76 STR. N0. 33A +94 �, , n.00 I + TR. N0. 29 +73 , R=10 +74.2 + CONSTR. +02.1 /_-55.5_--_ --___ ------__ ----_---- Q�, Catch Basin Type C-15 ` I ,\/S 55.5 �� + Catch Basin Type K-10 GREENCROFT ST. Remove Inlet & ' " 3 _ �_,, [� 16 COMBINED CONC. CURB & GUTTER, TYPE III „ _ , C Catch Basin Type K-10 3 55.5 yP 55.5 \\ / ALLEY ESMT with 8 Lft. of 15 RCP � i „ C.P. #10123 LIMITS - - - - - - - - - - - -- - - - - - - - - Qi, 0 ROLL CURB, MODIFIED I with 8 Lft. of 12 RCP GREENCROFT ST. _ _- -_ -_ _- -_ -_ -_ -_ -_ -_ -_ -_ -_ _with 8 Lft. of 12 RCP -_ -_ -_ -_ -_ -_ - - Seal Pipe - - - - - - - - - ,k I - cn - - - - - - - - - - - - - - - N III `, ® COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) ~ SODDING APP. EXIST. R/W P. EXIST. R/W STR. N0. 336 +11 \ o STR. N0. 23 +00 1 III STR. N0. 30A +92 `., W No Work Re 'd. \iy V o +47 Street Appr. © ASPHALT REMOVAL Inlet Type J-10 with STR. N0. 28 +73 q » No Work Req'd. ,y , STR. N0. 31 76 451 450 449 \ Q III � VV=30' LOT 447 (See Typical Sheet for Additional Details) 15 Lft. of 12 RCP Core & Connect Str. No. 2 , LOT 448 � �`\\ III � III � Adjust Casting to Grade & LOT 479 � III N III � M.H. Type J-4 ,,, „ „ STR. NO. 25 +19 �I '. ��\ II I III � I ALL R/W AND TOPO FROM LINE A Install New Type 4 Cover �� US II +28 Street Appr. V) -\\ M.H. Type C-4 with J � o '\� W-31' 5<_ �\I I III w l 54 Lft. of 18 RCP I-P X I hog X Q- Q _______- TBM #37518, 1. z w I Q� w I LOT 452 �' 1" � I I RR Spike t1 u on Power Pole 838-6235 Located A rx. CL�GQ �G� I z z � a I III III a , P P # PP 800 E of Towne Rd. on N side of 131st St. y�. < ySc`' Q I � pQ� NFPL Station 51+69.94 "A", 17.72 Lt., Elev. = 904.13 �6 NEPL F I -lh -• O , x C � v � s v1 11 + GAP � BENCHMARK ��.o ua F_ P a) a: a) a m a) a) a' m m y a) m cn _,v) m a> a) .,, -c) ,. a) t' : ��, v a, a E a, � Q, aI ID E ��P ,_ a) a, a) a) > a, �) a> a� E � z �,� a) a, y DNR Control Station Tablet Stamped "HAM 61 1989" C, �F-- -G ") ~ -- a) O 4J C _ -, a mo w.. � ' ,_-- ,_. ,- I- I I ' 1':- cU F , I-- r- --� F-- r- �, 4J -- F 4, F� �. '_. a) a, a) s) - a) v �. t- - - - _ - ._ = - - a) - - ) L-- r) °-, �, r) r) 1, C'I__,� QC/) �� -,°1, -) Spring Mill Rd. bridge �� 2m rn r; Y- - at he r)0� � r) -r � -)'),D L of set on top of the SE conc. wingwall of r -. r•J .0 u) r- CT r')r} �-C7) �U �-> c9 _ U� r.... X'- r U),- ") 6-, d- CT) r'') C- N - CD CJ)C- CJ)rn C}, - o a-) -t:N,U(t) 'or- <t � � � -i r- '_C> r'> ri r`) r`7 r) N c�i cv Nr aJ ) .fir-) "' �' _ _ - rn c_;iI r.. -) r•) r r') �1f Ci 6, -I r() M r') rI V" - a� ,f) ,Creek; , r' CV r'7S, ] ) C; ��, over Williams ee n��) � I -) f) )F „ <„�'I ,Ir I( r u; r , 1; � L, ,r)t , , 1, � ��r o v m the bride 14 E of the centerline of Spring Mill Rd., 0.6 'crTiri r_;- r�x; Cx� d- cc� �� ,r r� aW �� c;- :-, cv c�-, il� CD �;r--,r; cc,rr.;...-<�r.- - - - - - - rr> 1r) ) - - - - , I r� ) Ll S a C.� "I I - ( ( , ( r � - L D _ si 1i o _) D N �N (� o o co `.X7�J�;V� cc al + r� d= 1r� d cV(mil a) - C M � r. 6 CO C"i l') N C__I'6 CV r- I c-J V 1I: U-, ,-I <t l'�' ,cci "I _ CID ,'J 1P c) CV 1) ()J --r_ -I— 6, a) 7 iii a , 0.3 below the road. r , �DU�� w of the NE face of the win w II +++ + ++ + + + +°° +++ + -+- `� I- + , -�++ +CDC I+ + -� "+' i +++ I +`+ ++ + + � Elev. = 864.794' NGVD 1929 1 -.- --- --- --______ - - - . ---- - - ------ - -- - - --- -- - ------ ------ VI STS� - �if�r 8 --- - - -- - __- - -- - - - - - - ;- _ - _ - - - ------- - - -- P11t TA - 5C��-15:00 �, ,, - - - , E g0 --- -- - _- - - __ - - - - _ -_ - _ -- - -- --- - -- _ __ - -- - - - -_- - __ _ -_ _ -, - - --. - - - - -- - ------ --- .- ------ - - r- - --- - - - '-- - - : I - VCL =---1 5&-00 ----- ----- - - -- _ ---- -------- ---------- - ---- -- - P Et 90,2.83 .- -- - - _ - --- - --- -- - --- _ _ --- - --- - - - -- - - - - _ ----- - ------- - ------- ---- - - - + - - - - - - - - - ---- - --- ------ ---- CL - tfl0,fT0 --- - - - - K --88.97 - -- - -- - -- - - _. y EXIST. PROFILE - -- - _ - - ---- ___ -- - _ -__ _ _ --__ - __ - - -- - - - - -- - - - -- --- -------- ------------. -- - - - -- - - - 005 _ -- ------ ----- : ---- , ------- ------ --- ; LINE A - , -- - - -- -_ ---- -,-------- --+ ---y----- ---- --� ------------ -- - - -_ _ - - -, --- - - - - - --- ------ ------- - -- - - ---- - --- -- - -- -- __------- -------- - - -- - - - F -f l - - - - -- - - ---- ---------------------- - ------ - _ - -0.58� +0.50 --- - - - - _ _ - - - - �l - -- -- - - - _�7 .__y - _ ___._ -. --- -- - - -- If ' n - - - --- - ---- - - - - --- --- - i II! -- -------- ------ -1 -t -- -- -- -- < ----._-. ------ -___ ---_ _-..-- -------- --------- -------- ------- ------_ _-.....- __--- --------- __ - --------------- --S_tr_--No.2 - - I_!=-Str NQ_ 8 - -- - - -I -- - ------ - --PROFI R - - - - - - ----- ------- ! LE. G ADE Str_ No -31 - -- - -- _ - - - - , + - - - 1 I i -- - ------ --- - --. - - - - - - ---_- ------ ------- - 000 I I - -- - _ - - - --- ---------------- - - I , � I _�__ _ _ _: __ T_ _ __ T� - __ ___ _ _ _ _- ___ - - ----- - ------- ----- _ - _ -___ Ili I I I ---- - -- I I -- - - ---- ---- __ ------ ------- ----- - - ---- - ------- --- _ _ - ----- ------ ------ _ - - -_- - - --- ------- ----- -----_- -_ __ _ -- - - - - - _ _ _- -------- - ---- I I 899 _ -- - -- - ------ -- ------- ---- - I � I I II rl i I+ - -- - - - - - - - _ -i i - - - - - - -------- -- -- - - -- - - --- - - 89$.fT4 896.51 $98.44 , r _- - - - -- - - - - -._-.. _ ---- - -- - - - - - --- _ _ _ _ --- -- *-------- --- iii I - --- --- _ - --- ---- ----- - --- - - ------ --- - -'---------- -- ---- ----- - - ---- - ---- - - ----__ - --- ----=-- - -------- =--= -- - ----- --- - - ---- -----__- ----I , II - 1 r ------ ------- 1 1 - - =--t__ Exist. Storm 15 rcp � �.J�� „ - +---- -at ii ' i i --- --__ _------ -------- -- - ___ - - -- - _ - - -- _..._. ---------- L+, -- - -- -- ----- -------- - i Q p- - -------------- - -_----- r ------ -- a` fC it It I :- - - - -- --- ------ - Exist. Storm 1d rcp I I r 1 - - - -- . - - - - ------------------- -- --- -- 8 t! 5 -------- - I 94.94 i - -- - - - - - - - -- -- -- - - - -- --- -----�---- �9,, ---- ---- I - ------ -=----- ------ --- - ----- xis . (rm30"rcp - - - - - - - -------- ------- - --- -- --- - -- _ -... -- - - --- -- ------ ------- ------ - - --- - -- - - + +- €i 4:89 94:81 - -f -- '+' _- _ --t- - ---- --- -- ------- r�P----- -- --- --- 89 895.-87 ; t xist. Storm 0 _ "I� -_- E) m v[v a, v v v v v v v x Q)O a) m a) a> a m.c. I Zi al a> v v v <1 v a:O a>-,- a, a: v a, v x v v a v �_O a � � v u> E) E � i i i T E i. L _ N Z i C7 O U Q)rn ' i�_� L aJ a,O a - v a) l; `,�. ! Qi aJ aJ aJ O aJ aJ N � ----..Y Y -)S Y E 0- -.-. .-.- o� r- I- o z I liZ Oz- z� o o v� z-o `0 - T m ' T> � TT? i'> -_. aJ - _ _ . - C �' N U'V aJ w- I � � -- _- _ .- _ 'S L - l L - - -�// �- cSJ cC> li-1 r J QJ U CO J p O Lf l �> 1. Y �I �> (7, v m D > > > , " -1 > � ') - + I- o I -�-- v � 'a3 t -1- a - o - -� - U (Z co N CK� M) L G Ln" -_ J ' (T I-) l-) Ir (.-J L[) tv� CC- N --f- (•� EXISTING r OJ 6> 01 767 r7 6J f�r`]I"J N.^ d' N \�\ d N I"� d� I if J �, ��' - rte) rh IY� III c9 c� N��/ ^ L(7 O CD / ■j•/ Y•/ f_ O �t irl �- �C� �i- I-!� lf) if'J CD- CO �fJ , �� V. '�� r,J .. f� ( (n'N Cb 7D"f--... CO CO O-> < -�n Cfl d' N - - .. _� �__: its rr cV - ��+-top- -+ -)If) N lri `I I Cj ") O c� +- c>rr> �' CD rv7 06 O v"- a� �j -', I Ln0.7 /N --c�l�cD�NCI�O <t I"J _ O, -c0 CO L .. . . O-, � ( - _ - N N ,LCl N _ N rn cal f� 6C C31 _ cf�cfl I I"� d- _ ) CO rv7 c0 I� I-I"� / cD o�Ln N N s I + + + ° + + + + + + n + + I� STORM INLETS LIGHT & POWER POLE W/RISER N- NNMr7 r71�V r� N r� + + + . I f� r7 00 d c0 -�- + - + N 'I ++ " GUY WIRE + ++ / + + + + + + / ---�sT*__STORM MANHOLE LIGHT POLE + + I___ +++++++ + f + + o+ ++°��'� +�� a I o a '� ( o� + _ I +° �P� a- I � �r❑ -FIBER OPTIC LINE I 3 __ 0 vi l = =i,s Y______=SANITARY MANHOLE T TELEPHONE LINE � I \I C:) - I lc GAP I3 0 / �; SANITARY CLEANOUT - TELEPHONE RISER-16� _ W I Io cr, 5� � I - G -GAS LINE _1 TELEPHONE MANHOLE � I ~ 1 �� +08 Street Ap r. I a J WI /,_ N 1 �w•v. GAS VALVE cTV-CABLE TV LINE Q I N C � W=53' a Q I I`2 a 'k I _ GAS METER ?gip CABLE TV BOX I II ci J��P s I 1 I z I "r I a ��P& . I x WATER VALVE - o -WOOD FENCE OLE JI„ � III III = I I I J +99 Street Appr a I FIRE HYDRANT x -WIRE FENCE / ,I - IRR III S41 I II II / W=25.5 Q -� WATER METER - U -CHAINLINK FENCE STR. NO. 36 +10 / u I I III X41 III �\ STR. NO. 42 +12 /� y III I II t ;r SPRINKLER - r -IRON FENCE Inlet Type J-10 with STR. N0. 37 +27 / alll III III III +37 I s \ Remove Exist. Structure STR. NO. 45 +36 /�� III \ ,p�, IRR. VALVE IRON PIN 48 Lft. of 12" RCP Inlet Type J-10 with / �;; I y 1 80 II. 3 O� " /�� III LOT 173 -- E ELECTRIC LINE - SIGN 48 Lft. of 12" RCP / II III _ - ) �s�� _ & 12 RCP _ - - _ - - Inlet Type B-15 with /ti� III III ii ,\ ., _ _ _ _ OHE OVERHEAD ELECTRIC LINE ='' FLAG POLE - _ - -LOT 144 - _ _ - - - - _ / • III +83 ••' •,I� •I T.B.M.-36739 25' DU&SE _ - - 48 Lft. of 12 RCP _ _ _ / III III ii� \ \ 53 2 20' DU&SE �+ ��i / u \ _ _ _ _ ELECTRIC BOX 0 BUSH �1 - +41.4 II I 66 +41.4 II POWER POLE / (RISER) (� TREE TRUNK �+ 20' DU&SE 68.8 u ye •,,,,,, +80.3 20 DU&SE CON TR. I III x J.5 � LIGHT & POWER POLE DECIDUOUS TREE -_-- LOT 156 --- ---- O ;S ___ ____ _ _ LOT 172_ LIMITS_ / ______ / _-__ -------- --------- ---------- �__ ___ --_________ --- a_ _8"��__ - ______ _------ --- ---- ----a-_ __ _ ---.SF------ ---------------- ---_- 10r� CONSTR. ''_ " v -- - --_ € _� _- •.1; �O MAILBOX CONIFEROUS TREE �c r Future Water- ILi� ) 0 0 �� u••, Q •-.-.-LIMITS APP. EXIST. R/W ,.�a�''.. 60 \ �� APP. EXIST. R/W - - - - - APP. EXIST. R/W - - sro, 1 \ _ it _ • 4 APP_EXIST. _ Q .• "c __ �`'� t= == Q ••. o € .••'' ° -- ........... ��._ € 1-1 _ S. .............. PROPOSED 1 p ..... •• \ - - - - - - -- - --- - - HE _ - _- r _ .. ,, _ s ..�H� -f HE - ,,❑HE -- ❑HE ❑H - ❑HE �j / -_'- � dk- - i�.-.��.T.._W .... . �" � ' �i.y3 `ita+±• 'E-__ ��.. F - .a :7-^r.-r�iT.1' . ❑ E ❑Hr -H 77,T -�� - `- -- W r -- -- _ ' , /, '% I ash aIk oo p- A COLORED & JOINTED CONC. 7 I- _ C.P. #101 1 \ �a4ly Wdlk) ,, ;/ , i �q'§*,w61k) ,i \ p ) (a$ph. walk) P _ - \ _ __� _ - � '_� __..._,. _ �!` _ " �- _--- - _ � �= -, -_ _ __-___-_�� L -- --- ��_ �� _ _ / II © COLORED & JOINTED CONC., 4 �_�------------------- ------ i _ 1 �il�� Q - - +49 _ _ - - _ _ _ _ _ _ _ _ _ _ _ -_ __ _ _ - _ - - ___ - - -_ - - LO - 50 �I 13 - - - - HE,,, 6 _ _ = K _ - -- _ --- - -- - - - - F1 28 15 C PCCP FOR APPROAK S -- _°_ _ _ -K + + I �� , QF CONCRETE SIDEWALK, 4 cD IIII Fl aol all K N 1 + 25 5' 16 ii + F1 CONC. CURB RAMP, TYPE 'C' +� 16 +I 11 � u7 �Ily � +I I ? CONC. CURB RAMP, TYPE 'G'fl-' " ° CONC. CURB RAMP, TYPE 'H' • C° �11� SECTION LINE N G ° 131ST STREET + °+ I I 4 N 89'3517 E �i 16 o G " � LINE "A" n ° ° � ® CONC. CURB RAMP, TYPE 'L' N I I II > + B , 16 II � © CONC. CENTER CURB, TYPE 'D' O c° M 0 Ii I- �') I 16 - 16 li Q Fl ii I - QK BITUMINOUS PAVEMENT - - - - - - I+ F1 K +67 F1 - W - - - - - - - - - - - - -- _- - - - - T. 1 IIIII 0 - - - - - - - - - - - - - - - - - - ______=====RR= _ _ = = =_ \ O _ - - _ = ASPHALTS PAVEMENT (INCIDENTAL) 'I BITUMINOUS PAVE - - 28� = - K ° 1 �, T - - T 3 - 15 - -- - - - _ _ �� n( R IRR IRR IRR IRR I I -;:r---- IRR RR IRR / IRR IRR �_}V =-=I r --- T _ Fi- - TT,�T- IRR -' +�?- ^-^--#R(t+.•--•.----.�'1Ktf ;, - - ------------------ - - ----------- ------- _ --- �-�- - --1 -_-r-T;1: = �T-I IRR - RR f--a MILLING AND RESURFACE -- --- ----- -- ----- - T. -- ---- - - I-•� - -�- - - - i � � ,, ;; s� - - - - -- -,�.--�•--• ,Y.H f r, Y // i Y. - �.tt f- -- iT I -T.z7.fir'. L t� '/.- r / �s i� �l 36 a h, /. is / i �, p i P ', NTT SURFACE IN LACE '� EQUIVALENT 0 SU i i E i I A /, Q / S r /: I i is I �- �,_'-�" i O /' - � P - _ 1_� - _ .R : I 1. lftS w W l W w •w w� W W __ I W �' • \ t ii ,!r• •APP.•EXIST. •R/W T) PROTECT TREE--- � _ - - -7_5' Exclusive IWC Easemen - - - 7 5 xc uslve _ _ W -�� I _ t` W -�M- 1 ,. c} ,e��s - - _ -lam" C=Ensri,�- - W °W -`L-}- - - -- - - 14 BARRIER CURB AT TRUCK APRON + { - - -- - - -- - DSEx4cL - 7 -_G----�--._ - - --z--� � ' -- - TG TG +_ TG - TG - i I T• �T -- T --�.5r Dll&S &Ll<- T - T - T -- T - - T - T -- T T - -- T - 5', _ - T T - T �.��-� \ �l IT T T T_ _ T -- T 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) C-) 4- ,� G G G G -gyp*-- G G G _G G G _ -G _ G G G G G G G G G G G CL•' G G G G 13 o I �I CONSTR. +4 \ E__4 16 COMBINED CONC. CURB & GUTTER TYPE III E� I STR. NO. 39 +34 LOT 436 \ F I I 56.8 R L , +73.9 LOT 353 0' I 'I•, _ I Catch Bas1n T e K-10 �F i I `� . ' i�i I 67 I o STR. NO. 44 +36 I I 5 �I I�I I '• �_, - i�i/ LIMITS I II I •••• III• ii 6 �+ 1© ROLL CURB, MODIFIED (asp " +36.2 I I I I I �� /4 STR. NO. 40 +61 STR. N0. 43 +45 1 Catch Basin Type C-15 1, I 1 3 II / `, \ I with 8 Lft. of 12 RCP 69 2' I ••••• +34 11 I I / Adjust Costing to Grade - \F I I N III / CONSTR. 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) +81 lil� 69 III , / J 9 M.H. Type C 4 I with 90 Lft. of 15 RCP i I II SODDING I STR. NO. 35 +10 i III 74 _� • s I I I I / I Street Appr, +98 i I II W Ill �i- - -� LIMITS w I Catch Basin Type K-10 r i III III 11 S I I I11 _0- LOT 454 I W=25.5 �--- - I 111 o III 11 I LOT 348 © ASPHALT REMOVAL z . I with 10 Lft. of 12" RCP TR. NO. 38 +34 I� STR. N0. 41 +12 I I III M III ii I (See Typical Sheet for Additional Details) CID STR. 1= I`�' I i Remove Exist. Structure I II ALL R/W AND TOPO FROM LINE "A" STR. N0. 34 +10 M.H. Type J-4 1�� LIMITS +07 Street A r. � � I Q) & 60' of 15" RCP I I i D, 111 III ii w I > M.H. Type J-4 °�I h W=53' PP I� I 1 o I-----� L�I I III X I ii � 1 o�, oo v ° T I-----h r II III wl a TTBM_ 367 Q I I-wl ��o (w - I I Q ICn I a_ I' o I S SE B o Fire Hydrant Located at the NE Quad. of CV N I I a I � L 1 I= Q ii N I Broad St. and 131st. St. I i a-¢ -� IQ i I° N I u " „ I ,x II I Station 59+42.46 A , 63.98 Lt., Elev. = 902.48 o� U a, I� n 71 II I aJ I � ,, v�, y � n, n I a , - �' ;; I BENCHMARK ° > I °j Q s- _ I " a, I a Q - a' u I DNR Control Station Tablet Stamped "HAM 61 1989" - r ° = _ - a> y a> U v tU 1 a o a> 1 v v v a> v v v v v m a p�� p vi n- a, II a I}` + u rti) a> I a`>S o - ' Y `, I ) c Fa, v 'F a a u a a> v a (c a`: `ai - - u, Q II About 0 5 mile W of Carmel; at the Spring Mill Rd bridge NEPL I ,_ 1_ - = _ -R--- ' ° =rt- I- �I I-- `=� ( =-I- � i - T NEPL �� over Williams Creek set on top of the SE conc. wingwall of �: �� + ,.; + ,�) ��-, : z NEPL I �: n, -, Nom) � L - I � - 'f. (-} C, I r r - 1- «' �- n--�--�Q I -��. a> o I NE I t� , . Jr �� r; - r � ^;--- 4' E the centerline of Spring Mill Rd., 0.6' �� n I �«> n :r '_' "f N I r `; a> a) -r a a�_a> V T�O a> n) y O n� a) �O a a Q) O W 11 Q c1, F � �T� � a L �_ r r N o � LEGEND r o i O � o + - F, F-- O(Z H S 2 F - _ � - N c 111-D -I- d- Lt) I- O o 6) N o NEP� + -- > f, _ EXISTING .� - I O ' M) X17 > J ��. rn S O ,� LC) 67 ir) Q- N �-- cD ID c.C) O O LL d. � d _ d O �[) c3) cL� n cb CL d- Lv c0 N '�'_� rte) N d- N cn r V cl� fit? 3J :J n =Z� 'Cn In 11) I��\ N d- N �t co N C_1 LL u I��J) 6)\�/ , -4 o - _. r - d- J � _.LC� C] I...., N 6' O� I _ - � I , _ + { Y _ 'O tX .+ O; Ln } + �C)C7 _ + M) � + z '-� - n-, { + t + + STORM INETS LIGHT & POWER POE W/RISER a7 d L[7 r7 Ir) r N SJ In ( c�� + + �+ c N GUY WIRE cD + + �+ c) t'�+ - o / � �P� + + + LIGHT POE + I CO I ��G _= "sTt-__STORM MANHOLE ,FO'.-FIBER OPTIC LINE + _.__-,•s,.---__SANITARY MANHOLE T -TELEPHONE LINE II o�4 P.I. STA. 70+53 25 rA" - SANITARY CEANOUT TELEPHONE RISER I � I �PG� STR. N0. 51A +79 D=OO'OO'32" L • w GAS VALVE cTV-CABLE HTVELINENHOLE I � w I ��. M.H. Type C 4 with NO CURVE - '� 8 Lft. of 18" RCP. STR. N0. 54 +27 RE-ESTABLISH ECTION GAS METER ?-_ CABLE TV BOX J C STIR. NO. 51 +45 Cl_a � u - w -WATER LINE �„ UTILITY MANHOE i Q Q I +44 Street Appr. w z M.H. Type C-4 with Connect 12" Exist. z M.H. Type C-4 with z CORNER MONUM NT WATER VALVE - o -WOOD FENCE STR. NO. 48 +67 _ W=24' z " from North - - - - - 91 Lft. of 24" RCP. _ _ - - 134 Lft. of 12 RCP. - - - ;�� FIRE HYDRANT - X -WIRE FENCE M.H. Type C-4 with I N _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - 15' DU & SE w WATER METER - u -CHAINLINK FENCE 27$ Lft. of 12" RCP. SPRINKLER - : -IRON FENCE LOT 173 I Cl- \ I� �_ APP. EXIST. R/W- - -i IRR. VALVE IRON PIN STR. N0. 47, +67 I z \ - APP. EXIST_R/W - - - � - - - - - __�-- _ �-_- - - - W -- - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ E -ELECTRIC LINE SIGN - _' w - -W - _�_ - - -Td Catch Basin Type C-15 I -` _ _ _ _ _ _ - - _ _ _ - - - - - - - - - - - E --OVERHEAD EECTRIC LINE FLAG POE _ STR. N0. 56 +18 �H I. " - - - - - - - - - - - - - - - STR. N0. 50, +45 S= = - - - - - - - - - - STR. NO. 53, +27 .pa ELECTRIC BOX BUSH I Modified M.H. T e C- 0 ^ - POWER POLE / (RISER) U TREE TRUNK with 4 Lft. of 12 RCP -1 - +54.3 HAVERFORD STREET ii YP �-; ..•.• f Catch Basin T e C-15- - - - - - - - - - +77 9 Catch Basin Type K- NV with 4 Lft. of 12" RCP th_48_Lft. of 24" P. LIGHT & POWER POE DECIDUOUS TREE Q�i 20' DU&SE T.B.M.-36265 48.4 - - - - - - _ _+09.7 50.5' with 4 Lft. of 12" R = _ _ _ _ _ _ _ _ = = = = _ _ _ _ = ___ == -_ __ - -_ __- - _ _ _ _ _ - _ _�- MAILBOx- - - - - - - - - - -_- - - - __ _ - - _ -__ _ _ - -- _____________ _------____-_- - - ------------- - - - - = =- - --- -- -- -__----- _ _� with R 50.5' 1 8- - - - - - - - - - -_ - ------------------------- ---a s,' ,, -- _- - - - - ----- � IST R 0 -----� ----- - 7� DU & SE � K - - - - - - - - - - - - - €� 0 PROPOSED O C.P. #10120 =_ _ � =€xls5f=�- ---- • - _ � - - - -• Y/1> - - - LIMIK € (conc.)\valve' cone)\vawe C.P. #10118 _ _ 0 ,€ .... ........ ................. . _ - ---- ------•�s�LH s_-__•_ �,��,�s�.. ��`s��. �.��.��b �. _ �. � --- - - ph. walk) COLORED & JOINTED CON 4 �� - �•- •saw ....... . ... .. ... -- ---� O € OINTED CONC. 7" --� . . : z i-.-�.�luE.r-.x.- rLcwEs rts-i-=-�• __--- - -- �..2.--�� - --- " E ❑ E � � P COLORED & J 16 C. + - �� (asph. walk) © ---_------ _-_ __- �. © PCCP FOR APPROACHES, 6"00 oo © (as h. walk ------ _Rt ------------- P ) -----� � F CONCRETE S DEWALK, 4" 0 - _ - STR. N0. 516 +7 I I _ F1 K Q I - - - - - - - - - - - - - - - _ - _ - _ _ _ _ -' O - - - -1- - I (� CONC. CURB RAMP, TYPE 'C'(a CONC. CURB RAM -to K 1 1 - = ° _ - _ _ _ ° ° ° ° ° °° ° _ Remove Inlet and -_ II REMOVE CD ° °°° ° ° °°°� =° -_ --- F1 ° � - - - + ® CONC. CURB RAMP, TYPE 'H' 16 B + `- o SECTION LINE N N 89 3517 E 4 _ R CURB TYPE 'D'� j G ^ ° B + N ' 6 LINE "A" G CONC. CENTERAMP, TYPE 'L' _ + 131ST STREET + - - - - - - - - -__-_- ° 16 G :: . - - - -__ - - - - - - - - - - - = 0 BITUMINOUS PAVEMENT -_-_-_ - _- - ____ _ _ = =_ = ==== ?;;�!Z�!!!!�DC'_U_ _ _ _ _ - - - --= -- ° - -� - _ _ - - _- - _ __ __ == _ _ _ _ - - - - - - - -- 7 F1 __ - -- 1 BITUMINOUS PAVEMENT (INCIDENTAL) O •mot IRR IRR`,- IRR IRR IRR IRR - -IRR IRR -�3-; IRR IRI - IRR IRR IRR -T ASPHALT PATH 1 -- - - = = IRR OVE 1 II� - 18 - -(asph. walk) 15 w - - - - - - - - ___ \ �� - RR I K I� ., - � Oj MILLING AND RESURFACE W - Y - I � €� 0 0 �} €� - � SEAL IN PLACE a - N �-a 11 - ��° ,p _ � _ _ °p __ _ _-_ ___�_ __ --�---;-�- - r-�T� -r'" �`ti 9 P S EQUIVALENT TO SURFACE IN PLACE - ter.--�- kk, o- T 3 - - - fl T� R/ ;. R R ,iR T.-.- - R -I- 7" /' I 7 RR i / L- P p t T�' R aRk IR f / 5 -,? P I /- ;, �� _ T E -T %`�-� / i PROTECT T THE I 9 '��7 i/ � T RR ^ ^ U ',IR T ` j, 1.-��. - •. O T/ i I ��l% C Y: w k �' of t,-.-�/ •i ,T •�• s <t. •� o .-s s r - .W QS - - - w _ Ij RON i .1 AP r�� - UCK p � _...1_� AT TR 1; _ � _ _ - RB __ ��: - I R CU ��-_- ARR E �, - :r. - - - W 4 a _ _ W _ , /, fir;•--,�=.-;�'rs�.--� - - �w' •t• •€3 I •�L, -- \ - •W 4" - QRR• - IRR - IRR �7 '-'-T - - W •W -� __ _ - RR - -- IRR ERR -- IRR RR - - - - - - - - - - - - S COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) M A P. EXI W/ w w WRY=, - IRR - •IRR• --- IR�� I_;71v I��mgu -•'Ri4--- P-EI IST_ W u__ --_ - N N C1 N N N N N N N N N N CJ N (1) i N N N N Q) X d) N -Y +J N 1. X N Q CL X- -- G ` N CJ 5 Q' X I y �cy�_ Z�L N L"- �� N N U �J N O E _ N L (� - ')d 9 H S� � F_ � OU N LEGEND Q� N d _ N-i O N O O N i > N i- ?. - - LL Q�r j -`) #� Fl-�_�- Q1 i1;1. 1' �� -� (Y #1 _ _ _-cc I I 3 _,,3 ?.L. _ _. > -z i 1 � i�(S.>�._ ' 0 �t 11 - _ N _ j.-r-.� ��:-•1 +�Y �, v C_A _U, "�n� I. r) J (_)_C U 3 - � � � .-- �Cn c-D CD (' __ s ' C�C9 a' n �L�..C� +- ' u J Cl - - - - __ _ N O O� o ) N " �-�cc _ ( • �1 `� d r °� cil - � ...of -O r� c0 iD �� L1 N in �G °� u a�t_ n N- cT �c m )�a � - Id n cD O� CO rV r��r`7 ) N� �- CO �I� t� _ il� �.._'V _ d- f� CO CD �. N rh cX)r N r i.,T N O' �.d.a7 C� f-- �t �. c7) v -_ U N O CSC _ - - cX7 m f_... c[7 - .I I ID Ln r--� - + - ) Co c I - - - - a) � 4 � � � <n In x - .� -'L� a� j ,5` �r) - C� C� o� "7 rr� cv _cv C� N �r) � �� < �,- �� ;W �,- o + �� - C, IL)Li{ [ ��o _ .O S� _ a L STORM INLETS _` LIGHT & POWER POLE W RISER r O -��r o -cc) �n d c� + �{ _ L) -S, _ ,L) L __ ,v _+ + m c+ + v- �«. GUY WIRE 1-1- l�l I� �� N + + -r J r 1+ - r, F-'r`J + r7 N ,) OI I _r'] _ _ r + r� fl +- + C o _ _ �) + +� 1' + _- sr!:=STORM MANHOLE + cli I ' `rte °+°++d_ +(3`-++++r;L.)+6 ++++C) + + {.. (`v + + + r ++ c N +- + + r + + y1-11 Co ++ + + d-�+ c9 cn it + r-a u� + I + + + LIGHT POLE N n - --__;s t--:::SANITARY MANHOLE F° FIBER OPTIC LINE y QaQ� F__ m; SANITARY CEANOUT TELEPHONE RISER T TELEPHONE LINE Q) Q) I �`�S� �� y GAS VALVE CTV-CABLE TVELINENHOLE o w 1 QF �V - GAS METER T'p CABLE TV BOX I w GF- w - w -WATER LINE UTILITY MANHOLE ; WATER VALVE - o -WOOD FENCE 2 0 rr`° FIRE HYDRANT - x -WIRE FENCE Q _< i ��-P z STEPHEN G. & ROBBIN W. SCHNEIDER JOSEPH CONDES MATTHEW & PENNY ANN TOM `_`" ` I N N a , Y ) INST #199909953738 Install 18 Lft. of 6" INST #9809862370 MICHAEL & STEPHANIE CORBY . 3 « :� WATER METER - a -CHAINLINK FENCE 1 +76 INST #200200081531 I Street Appr. PVC Sanitar Sewer w; °- � o �:. SPRINKLER - / -IRON FENCE � I W-16, � • y ,_ STIR. NO. SS-2, INST #2007039325 Q �__ Lat I - 1% Min. Slop 131-B +00 >_ °o ,pd IRR. VALVE IRON PIN z I Q - STIR. NO. SS-1, � ( !STR. NO. 64A +30 +46 a o E -ELECTRIC LINE - SIGN - - - - - - - _ I - - - - - - - - - - - - - - - - - r 1 L - Class I Drive STIR. NO. 64 +65 Sanitar . M.H. with s 131-C, +80 i y STIR. NO. 67 +70 ° OHE -OVERHEAD ELECTRIC LINE FLAG POE I `' <. • • �r 0 ipe Catch Basin, 18 W=13 Inlet Type M-10 with 372 Lft. of 8 PVC. `" w � �� Sanitary M.H. with „ � Inlet Type J-10 with �. .®. ELECTRIC Box 0 BUSH .+ Y- *--` - � - „ � J �� kith 37 Lft. of 12 CP Concre e Lft. of 12 » - � `� POWER POLE / (RISER) CU TREE TRUNK .. W DU & SE 320 Lft. of 8 PVC. �T -" � `'�+ ) APP. EXIST. R/--� - -1 J Y_, � o_ lass I Drive +63 48 Lft. of 12 RCP = Z LIGHT & POWER POE DECIDUOUS TREE 0. __ __ =_w=_ _ - LEGEND '_Y N- T). X 41_1 � ._ Its 4.-._. �� Z O QJ N-tJ (L?Z) )N -_. Ill C` H - - 1 __ O X N 4J N 4J QJ N N 4J L] '- QJ ll X C lLl_ s J N N N N N i� X � r� C,'D (DTJ N N,- iv y-r 2) �, �..->}n ��n o> m�� II - <ui a�l�': - N O a� �:,a; n, - <� _ = _ - �_ - _ - _ N N N N �, N CJ N Q?CJ 4 N CJ > O... (�.,i - '.L'- ,t, f�_ _ _ _ _ - - _- - �� N _ ) N a) N NZ Q�� N QJ ), CL � i i-C l�5]� _ i i 1 �L1 F-: - - I��m CA `C Q .o . - U CJ a, E .._N �N �. �o c�N In z°oCJ a,�1,o�u? II �,1- -,�- �� _ -� s,- I- -1 _ , ,_ - � , r> I-D -U 1" 7t' 0,��-) , � �� „ I-) EXISTING m -n o� ._-> Z - cc; ` r C� L7 CAF N �. o`�' srL m.- N �-r ��'--�> >z r II os - C, r'.- , c m N��, o � o - rn' 2 c� �� & POWER POLE W/RISER �` _ -�- - v I �' ~ U II ,I N Ih= „ �" I C� �,� mma- , o > = LIGHT t.r, o TS - �r I,,� ,;�� > N -I� a`, a m / _ STORM INLE i.__ L�_ t..-.._ II -T V.j� f_Y-IX Y ,1) _ fl Y) C�ll'r)�Y '� Imo) Ql�()�.JN]f V(D�,r, 7L7 CV ` -r. _ fL N _n� N - - N Y L YC,�,01 C/- > C J, _ ��, O<_� GUY WIRE .�.. I o � C� ��, -, NEPL <� r�u� N� NIA.- CJ Y CO O CS 0Cr O�-L-Cc If,S C,7 ,_D 0)O_ - "' - C --'T"T�L Cl! TT: -I) �j -,Y -,n I`'f�CD N ILc _-- T� c� cv.� a I ._ cam- o.._ nms o - II r pia '• .� a; �, "> L, I ��, o O --�s1L--STORM MANHOLE m Q_ I _ � fl LIGHT POLE ID �'O I � �� u �w w ��-° coCn u��ci �r-)�cn II > �x,��,c;.a�s,�n oli ,r�o �_ - - �� w__«' � C_ C)� �' ° «� a m � 6 r F❑ FIBER OPTIC LINE ch a� r� o. o 4 `r' ",r� . �r r r, II l�a�,v rn�.>__x�<s, L,I a L ; a, o oc� _�16- _:+ �+ �� +C-D +�t <+ �� + -_--is;,` SANITARY MANHOLE - T -TELEPHONE LINE LC) �� rn� i> air- � 1) �I��_r,-CV _�� L �� ! _<x, �o� -`�; ��x, r r� ++ _ +I ANOUT - + + CLE 1-1 N 1 �� °_ "a* ° u v° I r� r, r�°�� _ II oo� �r` + + + �* + + �� a- � +r SANITARY TELEPHONE RISER F_ °� �� ,i,+ + - ++ ++� o �I - au k+ rc�-i- 'n ��°? + o -� + -I ')-- N" a C- "v a I +r' 4 r- 16 +u�� II 0, C ,r co '_ I o + + a +o I c �_, + s r FAN .+ +` II + + CD ter- + +N ++.- I � - G -GAS LINE TELEPHONE MANHOLE I II < I �N �- I + �� - ° ;�_,,; GAS VALVE - - ) , �. ++ + + + cTV CABLE N LINE + LOT 73 + + 1 + o N + 5� 11 „,1 I STR. NO. SS-4, � ED KLEIN & � GAS METER a CABLE N BOX I I Iw N + ,Q' 1 11 v) I I 131-A, +25 J JILL ANN GILL xY WATER VALVE - D -WOOD FENCE 0� I 9 I� + p p . INST #200000055613 - �O I I Sanitary. M.H. with a- FIRE HYDRANT DONALD A. & SUE E. LASHER - X -WIRE FENCE w I � I o E 3 �Qo Q .1`9C °I I c`i, J 353 Lft. of 8" PVC. � .+ WATER METER - 0 -CHAINLINK FENCE �„ �, C- INST #9219243 Q_ STR. NO. 76 +48 - -IRON FENCE I J 1� � G 1 o Q SPRINKLER ::: - I I � Catch Basin Type K-10 � 1 N A � " » ,pd IRR. VALVE IRON PIN ,X I ° I 1 I o Install 18 Lft. of 6 PVC with 4 Lft. of 12 RCP E _ELECTRIC LINE - SIGN o I I I o +47 I 1 Irrigation will be I Sanitary Sewer Lateral STR. N0. 77 +48 o - ❑HE -OVERHEAD ELECTRIC LINE FLAG POLE JOHN & TRACY P. WOLFE o J Q I 3 Q W Street 40' 1 �11 I Adjusted by Owner I N +95 Class�I Drive ® 1% Min. Slope M.H. Type C-4 with ELECTRIC Box 0 BUSH INST #200400018678 m I I s I, r r LOT 74 Ste• N0. 73 +53 I Conc�ete 202 Lft. of 12" RCP. POWER POLE / (RISER) (U TREE TRUNK STR. NO. 70 +73 T.B.i k-3. 162 III i �II I1 rr o _,`-"'1:,--� i LIGHT & POWER POLE DECIDUOUS TREE +53 Ilnlet Type B-15 with �� 4 fi �--s II I o I II s s �� '(111 ( �� -, Inlet Type J-10 with Class I Drive " J� III �II 11� , �� 48 Lft. of 12" RCP I MAILBOX CONIFEROUS TREE -- W-12' � 148 Lft. of 12 RCP �o w J�� i .III z 68 A 1 ��, , \ +64 Class I Drive �, PROPOSED - I 41.4 �� s = III I I II I+ 1� I o�� I Concrete 8.8 � / /J ,,--, 74 -M\ � �� ,}, ��. - - - - - - - - - - - - - - - - - - -I-- - - CONSTR. Install 18 Lft. of 6" C ncre e Q COLORED & JOINTED CONC., 7" Q I , 27 Ill. =='-- �- `t- - - - - - - - - - - - - - - - - - J In ait_ 8 Lft. of - f' - ,r'`;Y 8' •, G J1.. • , \II •1� _ � �,s<\ +14N - - - - - +e I - - - - - LIMITS PVC Sanitary Sewer 4 I- - - - - -- - - ��• - 65. s TR. N0. SS-3,15' DU & SE �_ t al ® 1 Sloe Q C COLORED & JOINTED CON . 6" PVC unitary A � p ewer�ateral -Y 1 N CONSTR. LIMITS s T 0' `� •, �, `*' VWC-*416A +72 50' R,j, --C + U PCCP FOR APPROACHES, 6 • 5p � �, "' s R -�74`5 nitar Dro M.H. APP. EXIST. R W 3 1 Sloe � I j •Sa •.y �.H. •,T•.T•. ..R/ �. CONCRETE SIDEWALK, 4" 53 Slope , ��L� 5� R W 3 APP. EXIST. R W + - + •• .. . LC-) �. , : P _ � �• �T- r � q ) ° ;� ',M ti ��?B.M.-34679 �� -� � Ft CONC. CURB RAMP, TYPE ;C + o..>..�. .�..... .. 11' - - - - - --7n � rvl. a o II i �sik _ �I�/ _- /,� p / © � ® CONC. CURB RAMP, TYPE G C (asph. walk) -_-L -----` -t--- "--/ CONC. CURB RAMP, TYPE �- p �Q P � tR °' + `D - '` I Q CONC. CURB RAMP, TYPE 'L' - y II � _ - - - - _ _ , � � _ • 1 g n' ❑H ❑ _ © CONC. CENTER CURB, TYPE 'D' J� R OVE EX -- I +95 �� 15 - F1 1 - []HE 8 E -s- 9HE - ❑HE - - ❑HE - - _�- 18 1 ❑HE - ❑ a� - OH ° ❑HE . ❑HE ❑NE ❑H� ❑ E - ❑HE'- - E - ❑HE Z_ \ ° - - - r.: u-fl2 plastiq _ QK BITUMINOUS PAVEMENT (INCIDENTAL) - _ 16 - - - � K EMOVE _ _ _ _ ❑HE HE , ❑H�\ - r�;... - + 11 - o - €�A PIPE - -� - - - - - - - - - PAVEMENT DENTA ) BITUMINOUS PAVE IN L n - - - - - - - L - -�l - - - - cV O + iV �+ _ I G 16 + P ASPHALT PATH cD SECTION LINE N *� 4'44" E ° B 6 ° 131ST STREET UNE"" " ,-i ® MILLING AND RESURFACE . ,,, , .. ACE IN PLACE �, B G �, II S EQUIVALENT TO SURF Ln + ° _ - - - - - - - - _ - - T---T- - , - -r- T -r -,TT rT- -,# _-TA - _ O PROTECT TREE W 16 + �° 11:7� ° - 1fi_ _ _ _ _ -- „� = TY = TNI IL€ {T - T -- T - T 1 Z.,W K 11 +93 - F + - _ - _7 - ,.,f - =�T TT T 14 BARRIER CURB AT TRUCK APRON 15 - - _- - - - - - - J _ - � Q COMBINED CONC. CURB & GUTTER, TYPE Il, (MAINLINE) Z, __ __ _ __ _ _ 1 - - - - - - - - - - - - - - - - - - - 11i 28' _ _ T C.P. #10111 __-------77,---,777-," COMBINED CONC. CURB & GUTTER, TYPE III '-R` IRR - IRR "T IRR _ T,�?-. /./ /i ///' /, '� I 00l, ------- --�-, 7 �--T- ,r r, , / r ;r,';/ r' / ROLL CURB MODIFIED ----------------------� - S ------ --- n (aspn. walk) - !/ ! '' _ - CURB & GUTTER, TYPE II, (DRIVE) ------ (as ph. walk C P I#10113 - ------- ....... - - - ' -:- .// .-7. / .�, .�.': ��:/...�,�._...: /, 1$ •• CONC. _-{ C T T -- _-__ ------ -.- W ---ni-T- W -- - -_--- -- _ ---_ - :C4--- -- IRR IRR COnC W •.T �•�1 • .. ADD EXIs�� W Q COMBINED F-�•-j :--::--::--.-.:---------_.T_-_:7--�.r-•.-�- te_ ...-.:z- -. -7-- w. ••ePP• FYICT• R��H-_____-_. w.. W •• +� •W W W _ � ® SODDING -n W. • •W• I—„� �_' �\ 53' W 'W - W ,�'�`-t.<'-°T� _ --- - - - - - - - •• • ••• IRR IR�- IQR • IRR IRR IRR IRR'd`- IRR I APP. EXIST. R�VJ •T - -••7.5' •Exclusive IWC Easement - 2' N.A. - - - I 60 11 ' , P © ASPHALT REMOVAL IRR tRR - G G G a G. G G G G G G G G G G G G G G W -- G - M G G I1•� i- - I�R -��- G - G G G - CONSTR. E- l G_ G- - - - - - - _� -G- -- �� 8 II 7 �,` 1 STR. NO. 72 +53 __ _ - - - - (See Typical Sheet for Additional Details) G �u rr- Q�, - - - - - - - - - - - - - - +20.5 ••• !I r Irrigation will be + . _ . Catch Basin Type K-10 LIMITS �' 75 » - - - - - - - - - S N0. 48 CONSTR. STR. NO. 69 +73 t+ 6.2 _ :11 xillll�,, �t+7 .5 Adjusted b Owner " Inlet Type J-10 with A ALL R/W AND TOPO FROM LINE A �� 1 Y with 4 Lft. of 12 RCP Block A 1. 69.R �� 68 , , u- t 6 .2 ,r 48 Lft. of 12 CP " " - LIMITS atch Basin"Type C-15 Ith s t �:s , �/ I' trrr � - � RR RR TBM 35162 4 Lft. of 12 RCP � \ �' ;,- VIII III s ,I II 11 i I� r' much)* ,IT � (pond) (mulC p, , III ° I rrrl'rIf rI o°' \ _� SSE Bolt on Fire Hydrant Located at the NW Quadrant of STR. NO. 68 +73 + I Il I 111 W III II/' III s.,, 1 � o° _ Type C-4 with �� -i �- + sl "\ of oo'` Dumbarton and 131st. St. Approx. 75' N of 131st St. CL M.H. \ 3 ��I I II 1 III >- I II- I ( � r T N F R TM NT RI GPI � % &�N Station 80+21.29 "A", 75.06 Lt., Elev. - 895.38 L�j 280 Lft. of 15" RCP. Street A 42 � 11 I I II�',, % , I III u I t • r 7.0 SYS. OF GEOTEXTILES � STR. NO. 71 +53 \ . I l w r r i w J (:�� TB 34679 �oo� W-40' �� 1 `'1= s II I w III i IIYNChF TND COMMUNITIES LL z p 1 p PP 1 III P M.H. Type C-4 with 40 Lft. 1 �, RR Spike ± ' u on Power Pole Located A rox. 335' East �P_l Io w III III , , III I� III ii i INST. 200300122043 N # MILL POND o� of 15" RCP. with (1) Conc. of Dumbarton Dr. on 131st St. (Z Lf I III III ,I „� " 11 RIGHT-OF-WAY o I + COMMONS CPC``' Pipe End Section Station 83+83.03 "A", 16.70 Lt., Elev. = 889.47 �,� I 1 'I ' BLOCK D IV o_ 111 l"'i, t �, a I I I t (pond) 1) a l-�, 11 o ID X F�FNCHMARK » 6 1� q, ,I-L U E I,(I � . 11, n I DNR Control Station Tablet Stamped "HAM 61 1989 a, a, N , u> X o� I N s s -f C1 T I z X m C71 P ` O , �' Y Y Yom'-� � N N ,t N , - ki r� CL_ N , N N N a, Nm« - _ N = N� N - .5 mile W of Carmel; at the Spring Mill Rd. bridge N S�� s N I=- - _ Williams Creek; set on tep of the SE Conc. wingwall of About m , _ R I=- T' «mot r, - �, over Lot 323 _- ; -r- I U:� �s ,-r, \ L",L _, -)F r, 0x 0), ,, uJ they NE of m �� '� a «0 �0 o6 ,, IX)« , C �I _ -, 1's the bridge, 14' E of the centerline of Spring Mill Rd., 0. N a � I .L,_ Cr rn g a , 0.3 below the road. ,1)(f C,�r, I,, aT� a c, 0I,c) T [ L v 'C' X19 1 i.,� Ir,,n o I.� Lr; -� )Ix, «, o �,r s-.�,;r- - �. _ L I„ v`' `�_; I E ev�f 864.794'CNGVDt1929in r> I �, J m I L,!J , CJ V r,d - IXJ CO cT�`� I � IOr-. I) i)1- c0 C7 `: CC `--'k) C..,`.� If, I.Ci -+.+ \ N c, ,._._r.,.. OJ 1 �J c�J U� - Ci) f r._..(YJ 3-i ------ -F _.-_____ --------____._ ____--".______. ----_.--- _____-.___ ___-___--_ __-____ _____.__-_ __.--------- ---- _____..--___ _.________--'-------..-__ _____ ____ ___-_____-.- ------ - ._-__ __-." t �:NJ ��t ----------- .---------- --__ - -'-'- _-------- -- -- --- ------__ -___._-____- -____..___ -- -._ -_ -- __..._____ _.__..-_ _...__ _-_.-_---_ __ - ".__....__- __. __ ----_..--__-.--___ ---_ - -__.. ._-___.- _________-___. -.. - -.__. ____.. -___. __- ___...__ - ------------ -----------" __..-----' -____--__-. ----.------.. -•---. --_-_---..-- __.. _-_ ___ ___________ ____ - ----. _.---:_- __..-__.-_-- __.. _... - - __ --- __ PVI sTA 82+20.00 - - - - : -!_- - - ----- ----- - - - - - - -_ _ - - - - -- -- I - - - - - i - - _. - VI EL -&92 00 - - - -- - - _ - ----- -- --- - ---- -- - - -- - - _- - - --- ---- ---- --- - - - - - - --- - - - ,-- 10©-9� -0.7 ' % - -- - - - -- -- - - -- - o - ---------------- - - ---- - ----- (� EXI T. PROFILE - - - - 8 ey 5 - K ----73.78- - -- - - - - - -- - - tr_-_-- -+- -- NINE A -- - -- -- -- -- - - - ----- -------- -------- - - - --- ------- - - - - - - - - --- -- .----- -- - -------- - - - 1�4+ 5 f10 -- - - ----- -�------ _- ----- -- --- Li-_ � �� " vL a' LEGEND ,S�rll n) V) (L) rll a) v - a)C v; - fN-) i CJ, ) N>a-° C1. -v N ---Q)�-O X L:OX �-'x0 4J N�)� Y M C. �_L()Q V - ln(,a)N ir) a) c-- v v v v a,v v v v a, v v v n) Ln Ln Ln i x ,c t ,(� a> max'-'�� x cn o -ter- Ia x - �X t_ E, v O a, a) v v cu `'cam x E> - �x oax c}O o �- - �cn`�21 °2r a)�- `3 '�°i'-..�N ¢'-- -cT] 2 2 2 i _-- _ ._�- - cX N . _ - Cl L -U)7 _ "�]2 r0_. _ -cc . CL N O n. d. O U CJ U E a) - n> -- CLIl� x - _J Fes. I� Fi U tz) ) N)> N L_.-'N� 7 -� --CX:CI-i x^rn X10 C:ih - d- �. O. _ S S CJ? 1- F-F`-_ x r X J "`> J-:D CnC>- S v6N _s-,. __� STN-O u7 CfJ� CLi aJ v O U C-J U) .- .- i2. LY ' I- F- I- _. O _ _ u)-. -- 'n _- ,C) --_ r�l .- I T- V Q) f.... y v is C➢ C}--�n nJ C�r� .�-j O O cal Q N�{- N CV n) N BIZ LY_ O._.fT] C.? R. _ _ .. .�,�z >,O�r t > O Mir; r.) r) CJ (D r-1 (V o o -J oCSrL<' �W C I-a ,UD�W a) UN P:Ur_��U WOE-I-'�_. � _��O -. :(� n rr O' \ n - - N a) V P - u U U "' >�U C�- a, r) N �7�` . -ern JC) EXISTING (), CV O V �-- a) Imo_ J ~-~ _ = O U U O N O r) M 000 ( ,,_� , +L` ,-, + °-..U) _ Cn cS) y' to .-' -f- ( 's f 9 - - S- ._ r C_7 _ J 3 U CJ ,J C.J r�JC'J - - CJ �,�-J, n - ' r U ��M rncWC� U `SIN S _ F-- �= r.... C>J LL CJ r... r,CP� W� Y Y<_ OQ,d NM r7 - (� �n +' O f__.- ,f) c0 0 0 CP r-. N .J CJ - /�'�� )1 NN) a) V I)rl V--C,) -U LC _ <r,� ,. ) )<_, a_ci .n N ,n C), '- a) b o 0 or, n rn ob N _ r,Ln u L7` CL O l3 Q> 0.') r,, COON CT> I L() cJ C)-: �N C_) -H - CC C? Iv7ln U .C=) _ CT,C`/ V `�6)rSJ O r. d- '-� C�:�f:..._ � �6? OC � Yr'�6> Y ) V ( C- Q� no �N i� a. o c, m r_ u; r)r_._ Nrn CD (,,°N Q=?x rn Daoro� ,z,x m( �- ( ISER 7� c-C. u7 �� ,i> ,`)in Y ❑� �J 6,.- `4-N- t` LC)� 7k- J- cL)rX,C7 � � �'�. vim. `.CS.�r�.`.`_c W .- .:� ri (b C- WI--') c/1`�� L-r-- fn 6 �r) a- Lri�rI �r>�onc�,r� (-.r - �.- y - «) tour i�_�o r� �s) cT - ,C>N - + �� (P - -cv .� _ TORM INL TS .- ,o i n \i./ = _ i <� u) (-) _ - - ." c °t ry I co + + aI a) _ _��)N t, _+o,"0c,--. '- rnr �� 7 �� ;r,m�crc c i LIGHT & POWER POLE W/R �) _ Ncx) :J N rn _,n - - - a� ro (z• rr, .:� (v a- s)r) m v r� cP _ m �' o.- c�J+ -+-'n -ter_- .r.._,ri �(��r_r� NSc�cJ 1° _ ro Nr- o-,co� Io- cx� �f .� `-- _ N d' rn0 CO CO,n a) CC) rl ,C) I �-�d- r,-I CVl a) O� � CAM) _ _ r' r-F�u ) +CPU�tl) cO,r) CT, (TJ G`) DJ r.,XJO+ r�NO+ f'_ +cC) �.. S GUY WIRE �� o tb . .� rn v-o . - - - N a, o) + `O n om\ rn+ - b �N +�+ + - LIGHT POLE N N ' N n� n + N + + N + - --STORM MANHOLE E5 _ � � d U) + ++ + - +-- - - T) �+ + + + s) r7 c0 O, +( Y'r I' ', . - O rD u+ NCO CONCD F (Lf) N) rv7 r- - r' C= ' �C) ,r) O 00_. CO(J)CJ, O XJO + + + + - N N cD nI rn LC) _ U O,-f-+� ir% + cL) � r r r-6, O�rn �` O O 'n u)cD 6,O + + -� �- +-f-+ + N N (.o cn + r , r~) , O + + + -i-+1_ + �p _-_ ++ - ++ �0 + + + + , II I + + � N '� --,,s SANITARY MANHOLE - r� -TELEPHONE LINE--FIBER OPTIC ++ ++ -- � C- � �� I I III III I ++ + ��P - + + (brick) C�(brick) I I w Ta TELEPHONE RISER N r) ti(mulchy - � _;' I III I - SANITARY CEANOUT + I I � ) III 3I � I , _ - - G -GAS LINE *., TELEPHONE MANHOLE I (cone) � I I -Al III � GAS VALVE cTV-CABLE TV LINE I I o _Vy�~V-WATER ,/I �'� 1 vi i i III III �5 GAS METER ,� CABLE N BOX '� I �� t`w1 I X II I I `" � T 14 WATER VALVE'; UTILITY MANHOLE �P I -- fib__.; o / w I I n II r-j �-2 +38 - ❑ -WOOD FENCE cv I I s m �' LO FIRE HYDRANT - x -WIRE FENCE (: I Street Appr. o L 1 1 III Z II - WATER METER STIR. NO. 80 +50 1 I / I s r� - o -CHAINLINK FENCE I ` t W=22 M.H. Type C-4 with 48 I o I (mulch) I/- � I I III W II ti SPRINKLER - . -IRON FENCE LOT 13 ¢ i i m II I- fjr rzj \\ " STR. N0. 96, +92 F �'; COMMON AREA Lft. of 15" RCP. with �� I I STR. NO. 90 +39 / � I j IRR. VALVE IRON PIN 1 Conc. Pia End P Inlet Type C-15 with / - ° I I I = III ° I ' + \�� ss Inlet Type M 10 with I -- E -ELECTRIC uNE SIGN BLOCK G Section p x`'31 I I � % , --48 Lft. of 12 RCP - - - j �, -- []HE -OVERHEAD ELECTRIC LINE FLAG POLE I 48 Lft. of 12" RCP / ' °III cn I \\ - 1 - ..'I ELECTRIC BOX BUSH U. & D. & L.E. I = y�5� rr{ %-�I 3 II - ' I .,,-- \ 20' U. & D.E. - - - - - - - - - - - - - - - - --{ .�_ PO - - 1 - - - - - - - - - - - - / �� f I h '.,�y \ STIR. N0. 96A +29 ., LIGHTR&POLE /POWER(RISER) DECIDUOUS TREE I - - - 15�rc ° ��_- -_�- - = - �� s° 2"rc STIR. N0. 87, +30 € P _ �o r I 15"rcp - I I �y 4 \ : ; MAILBOX CONIFEROUS TREE �� +59 Class,l Drive E n GQ I I +85.1 .� /_ - - , __- - ° +90.3 _ �Cp �r �eaLi�Pl�c� - I ---!:T-:---:--- ° �- �____ Remove 12 of 12 20' U. & D.E. Inlet Type J-10 with / - _--- -- I W=14 /AEG w07? °_ �/ I - -7 Lft. of 12 RCP - - 65.5 ° 31 1 0 -- -- J c Concrete �l C/� N T N F R NT RIP P - - - - - - - - - - - - - - - - - F o -,. I I -I EZ 5 -{�--n ° ° � I STIR. NO. 79, +50 CONSTR. �7F0 OP N �`-'---'1, 7.0 SYS. OF OTEXTILES �-- / -_ �- ° ° ° r� _ I � I� ° ° ° ° ° ° till ° ° ° (mulch/bushes r, PROPOSED Q I Q�T 0 STR. NO. 85, +20 ,f ° ° ° ° ° 'I I ( F �rYYS 0 COLORED & , Catch Basin Type K-10 - r ° r �' TB. °0 S'T '� 0 j + � Yr. �"Inlet T e J-10 with (��i�h/bushes) N N €� `- Y , ° 4 , ti. � `�'l�r�� y� _Errs JOINTED CONC. 7" z „ Type `1- €; r ,1, \ �� I a•• ..t �Q �II 1``I �. EXIST^R�W� A " 0 ' o with 4 Lft. of 12 RCP y I 50 R W z( Qo� r P praP) z r ", Lft of .�.�) . P.�w EXIST..T.t _ - - - - -- ----- -------- ------'-------_------ 4 -}- ....�.1�., .... .wo..... ... �.R, .... ... .. ,+ - ._.. �. .... 48 T. / ��.��..�.i - walk O POCCPRFOR APPROACHEOSN 6» 12" RCP ST R - �"� °H a � -° - ( ods) APP.- - - - -- -�- - - - - -� -- �.. .(Qsph w tk)HF + q aspn , oo P -- - � ��--- 7- I --- - ----�----- -------- o LO , ' , ,k/ // /I� __�____ _ ,--'//_- ,� - QF CONCRETE SIDEWALK, 4 = P © i -- F1 CONC. CURB RAMP, TYPE C C. woods) `�� ° - - - - y STR. N0. 93 +55 1 - - - - - - - - - - - ® CONC. CURB RAMP, TYPE 'G' 1 L0 0 1 Inlet Type J-10 with � cD �K 16 ® CONC. CURB RAMP, TYPE 'H' -� I \ ❑HE��nI05tIC ° ---ME [)HE °HE - �� E�T °HE °HE - ; -' -.) � -'� -- - �, + 40 Lft. of 12" RCP - - - - - - - - - - - 18 °HE I " ° C , __ - - 16 I - - - - - - - - - - - - ® CONC. CURB RAMP, TYPE 'L' • E K E - - - - - - - - - - - - - - �- - - - 3 ) 16 I - - REMOVE - - - - �- - - - + - - - - - - - - - -� s - - - - - - - - � --4 � a CONC. CENTER CURB, TYPE D ' CV 6 REMOVE SECTION LINE N 89'34'44" E 6 QK BITUMINOUS PAVEMENT 16 G �, 131ST STREET O @ BITUMINOUS PAVEMENT (INCIDENTAL) 6 L, LINE " " STR. NO. 84 +20 + - - - - - - - -- - " M Catch Basin Type STIR. NO. 86 +30 - - - - - -�- - - -----�----------- I - - - ---- ----- --------- -----__ -- ASPHALT PATH P f - - - - - - - - - - ��\\ - - - - 12" RCP -f - n e ype-J�0 witl-i --- ----- ----- _ 77-------------- 3 I 1 REM VE 15 01 ® MILLING AND RESURFACE - - - - - - - - - - - 1 - - T -r- - - - _ c---__ » P4 {\�- T �T- eft a -- -----------o-� r�--------- EQUIVALENT TO SURFACE IN PLACE 1 \ --- R MOVE I � G �--� �' REMOVE -, -� - r , -_ Q PROTECT TREE ___ ter- - T -- T,._ T ./ ,�T ---�r r-'r---err -7?, �-7,j;,77/17 ;/ _ _ - , I ' '/ i, fi i ,ii %% CURB AT TRUCK APRON 00 _ , ,i i i ,, ,, i, % ,; 14 BARRIER i• P S i; _ P E✓, i. i i r ...; h: aal (MAINLINE) - rT 1 '-.a %� MAI - - II O E i GUTTER, TYPE CU , P �.�-. E ON ( :� COM BIN - -_T- - Y .�.1.� _ 1 - /� �i; �/ as h. walk �� O .-;f., - T p _ �.: T T T W - - �.� --- -- -- T T - T W J j/ '/ ,i O _-_-_ -- _ i -•-r-•�r-r• T T T T T - , i�� :, .>, ,,, rn w W - W - w - " ee [--1 16 COMBINED CONC. CURB & GUTTER, TYPE III � l d .W G :ra: G G G General Utility Easemen ROLL CURB, MODIFIED U W - - - �- - - - .• - - G G G G G G C.P. 10108 - - - - - - - - - - - - - - - - - -W - - - General Utility Easement G G G I I- W - - - - - - - 1 5' D E G --- G -- G J G - G - G - G - G •• _ APP. EXIST. R/W _ _ _ _ _ _ - - - - - - - � 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) -- G - G - G - G - G - G - G G G - f•• STR. NO. 88 +39 CONSTR. I o C I _- - STIR. N0. 1 +00 I I SODDING d+ - - - - - - - SO - - - - - - - - - - - - - - - -- - - - 24 Lft. of 60 RCP •.• ;= M.H. Type C-4 with LIMITS I I ► + + REMOVE EXISTING - " " STR. N0. 78 +50 STR. NO. 94 +92 © ASPHALT REMOVAL Block A / with 1 Conc. Pie Proposed Drainage:�Ez�"�"ment -AI 119 Lft. of 15" RCP. STR. N0. 89 +� I o I M.H. & PIPE / Inlet Type M-10 with \ ( ) p �/- - - - - J Catch Basin Type I � -° I M.H. Type C-4 with (See Typical Sheet for Additional Details) 48 Lft. of 12" RCP End Section. C-15 with 6 Lft. of I -o . I 153 Lft. of 12" RCP _ // a� / 12" RCP I o "1 I Cat hNBas n Type K-10 ALL R/W AND // STR. NO. 78A +50 \ STR. NO. 83 +20 1 a)�, I with 6 Lft. of 12 RCP / Pipe Catch Basin 18" M.H. TYPE J-4 with a u TBM X12690 22 Lft. of 18" RCP BRENWICK TND COMMUNITIES, LLC I C- I RR Spike on South Side of Power Pole Located at NE / with 20 Lft. of 12" RCP. TONS F R TM NT RIPR GRADE DITCH TO INST #2006-76977 I = I / Lot 199 48.1 SYS. OF GEOTEXTILES MATCH EXISTING with (1) Conc. Pipe I o o I Intersection of Sherbern & 131st St. Approx. 1 Up. F \ T H End Section � Station 90+78.70 'A", 43.83 Lt., Elev. = 887.96 �P 01b DI C = o � / N� GEC 00 BRENWICK TND COMMUNITIES, LLC I I / ST GAP INST #200500078608 s I � - I I BENCHMARK / \ WE = _ a: v X� n;L>_ a, a> ° .= I a ' u; DNR Control Station Tablet Stamped "HAM 61 1989 / ;� s n,� F n. F I o Q I o_' r N About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge \ _ � ) 5� r) I-- r-)- I , I �" - I� � over Williams Creek; set on to of the SE conic. wingwall i o v �J N U -N �- rn N � , m co 0 ° _ � r-CV-- 0, 4' rE / Mme', � � the centerline of Spring Mill Rd., 0.6' ._ � � r I s e / cfl d co r-. c.,� ,n Orr) . � - or - ID - N / C � Ti �«: f- )F o r of a below a road. \ lf-) N P r 0,, �,-a> ,)N r- I I ter, d the bridge, o �� / �I V � r, ,),J �, sl I I _ _ SW the NE face of the wingw II 0 3' th / Lot 198 N 1) 00 �I,.- 10 o / m �; v - \ �) �rn + + - -- - ----- �r,n N ,r ,, � 1 -�� 0> Elev. 864.794' NGVD 19 �) �) r)�� rn I I nrn ��a� T C n P --_-.----- ---'--------------- �� ++.- + -- ,----- -----_-.----_...___...- _ - --. ....- ._-- - -.--.___- -- __ --_-. - __ __ _.-..__ -. ---_. __----- _. - - _ _._ __-- -- ---- -____ __._ .... ---,-I - - ----' ---- - _--._ _. -.-_--_._ _. - - __- __ _..__ - ---- - _ - - -- -- --- --- - - - --- -- - - - - - - - - - - . - - - -- -__ _ - --- - - -- - - - --_------ -- ------- - --- ---- 5 -- -- - --- -- - --- --- - - - - -- - - - -- 9 5 - - - - - - - _ - - - - - - - - --- -- - - - -- --- --- --- ---- ---- -- - = - - - - - - - - - 8 -- - --- - - - - - � -- --- - -- - - - -- - - ---- - - -- ---- ---- - - - - ----- --- - - -- --- - -- - - -- - - --. - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - --- - -- - _ - _ P VI STA -: - -- - - - -- _ - - ----- -- - -- - -- - - - --------- - -- -- -- - - -- - - - - --- - - - ---- -- - -- - -- - --- -- - - - - - - - -- ' --'- ---r - - - VCS - _ - - - - -- 890 - ---- - -- - - : - ---- --- --- -- -- - _ __ - -- -- -� -- _ - - -- - - - -- - - -- - - - - - - - _-- -- - - - ------- I - - - - - - - -- -- _-_--- --- - - - - - -- - - - - - -- ------ -- - - _--- ----- - -- -- -- - --- -- -- - - -'r - --- -- -- ---- - -- -- -- ' - - - - - _ - - -- - - - - - - ----- - - - - -- - - - - - XIST. PROFIL - __ , ' LINE `A' -: - -- - - - - - - - __- - �' ---- - - - - - - -- --0: - - - _ ----- - , -- - -=-------- --- -------+------ ---- - --- SID. - --- - 7 885. 4 --- -------- - - rc � T - - - - --- ------ ------- 5 - - - - -- - - - -- - --- - - - -- - - - - -- -- - - 8 8 -- - -- -- - - - - -- - \- - -- - --- --- -- - - - - - -- - - ._ 0---- -- - -- _ --- ---- -- 1.5%; -- - ------- -- - - --- Str. i�o., $ - --- - - -- CP ® - -; --- --- �-_ r: No 8:i PROFILEEGA - - - --- --- -- • - - St . 88 - -- �2. - - - - -- --- - - -- - - - -- - ---- - - -- - - --- - - 12" RCP - --- - - -- 8 - - - - ----- T� RCP 0.8% -- - - --- - - -- - - -- - - 88 0.55 T - - - - -------------------------- . - 12" -RCP !� 0:60% - - - - -- - - -- - - - ---- ------ ------- ---_ ----- - - --- -- - - - - 881.84 -- 1 - -- --- - � 0.56 - - -- -- - ---- - - - --- --- -- -- ! 15" RCI? ® 0.60% - - ------------------------------ - - -- - -- 8 8 0 ___- - - _._____ -_--__-_.-_- --__ t__-__._ ___ t____-_- --.._ I _-- __- t __-_._ ..____.-__ -__--_-- ----_-"' ---------- ------- - - ___- --$81 N - a. c- c a, o a, W o a> a� F a> E a� a� v a> a> c o E N o a; m aC N r1, 1, a) x a - - u a "I' = a_`a> y ti U I a; a, -- o - a> o o f 2 - - s LL cl x X — F�- � S L-r- 'r- -—� - � - - ' , - C �O ( m o 11 7__ _ � _._ �) o o >,>-„n>. >,>�. %� o_ >,_ O '�a�t ry) O `� .r, c,a O T v o m 1) CV �J(]�=� I� `r7 <U I-) I � I I I � � � �O%�CCJ 1 Ol 00 , a, �- `, C7 1 � v � �� Q - G 3 N o cT cD(3 1_Co C9 c� -j- -v a; O- 'a z LEGEND � I. ; 1 n o �- r7 c,J cu -1- v +` - t c w I 1 0 n � o �-� oD_ �vo-r r,)� oo� oo -�>o� N a-,o oN ro N a�Mo�co - -r�-� 11,0 u� cs, -,ti_ �n z a;[i o, o c� +' o tN U Q�CO ,I cD r.Ufa.�,D r'_ .�.•✓ CC, co � Ij�IC; ` e _ - - ti) �-(;T III .... �� Q) d �� - - <1 t c0 �, rr; to c �� a� _-� - � ,� � ( EXISTING � �m Y �---�/Td-d- _or "t ,t °� r� - �- o� ,; -- �!1 a, co a c�co c.� c>co I - > N `- n _ - N a o� a>N ._ o o V�o0 a1 c0 1'i�cD c�r�o `� r . , I �- :� ° V c cu` _N N - -� -- m .ifJ CD r7 NJ "I N �tom. d O tp t C . �N L LC)-t'D `) ,-cfl F- �O _� r d' r_67 - C O ILA�Q,cli 4- 1,_ \° `�+\_ 4-IC'°00��CID c,-,t �(79J CO CO+`V + +N � N 4 r,XJ L' C� o) -n cD cU ' c�6 00 - 0 i� STORM INLETS LIGHT & POWER POLE W/RISER �. ) -, ,,,C3 + )�co 0 + + + + + + + ++ + + + + + + + + ++ + + + T r ++ +�? + r GUY WIRE �U L, � �C, + + ==�'s_?F-=-STORM MANHOLE LIGHT POLE 7 -j + + + + + "- FIBER POLE LINE + I I z I i --_=>"S _-_____=SANITARY MANHOLE T TELEPHONE LINE P-� I BANK ONE OF INDIANAPOLIS NA, I o z ' G� TRUSTEE N/A JOAN M. HOLLETT I CL� I I i =° — G —GAS LANE CLEANOUT TELEPHONE MANHOLE D. 1� v? 5� FOR BENEFIT OF BYRON P. HOLLETT, JR. I I Iw Q I I I GAS vALVE uTV—CABLE Tv LINE INST #9709713524 I ('-w I I I KIM R. & MARY BETH CROUSE _' GAS METER I-, CABLE TV BOX rr; ��5 I I I° : I ; INST 19351826 *-w WATER VALVE - ❑ -WOOD EN FENCE �c'�P I U I I I i ) FIRE HYDRANT — x —WIRE FENCE I I I w `� WATER METER — o —CHAINLINK FENCE - - - - - - - - - - - - - - t - - - -� I SPRINKLER — / —IRON FENCE I w Ii Q I 1 „ 4° IRR. VALVE IRON PIN � I a I � I� I O E ELECTRIC LINE - SIGN 20' U. & D.E. Y� w I w � I ELECTRIC BOX �\ . ,> I I I N Z i {, ❑ E -OVERHEAD ELECTRIC LINE FLAG POLE - - - - - - - - - - - - L - - - � � I I 1:_ I = I off Buses r w I z � I +_ :EB + POWER POLE / (RISER) K� TREE TRUNK STIR. NO. 99 +54 €- Inlet Type J-10 with x END INCIDENTAL CONSTR. I I I I � �o�( i -, LIGHT & POWER POLE DECIDUOUS TREE 48 Lft. of 12 RCP I STATION 94+35 I 3 I Q I` I "' I MAILBOX CONIFEROUS TREE O --\ -�P/ EXIS-T./R�L / —�-- I CONSTR. I 6' Curb Taper x �A \\ (g,") I,� I I 11 �I, PROPOSED a (T ) Both Sides - I I " APP. EXIST. R W LIMITS € �_yp I I I I ° I i Cl QA COLORED & JOINTED CONC., 7 • """"``' •. �' S v R © COLORED & JOINTED CONC., 4" ••• - END PROJECT x I I I I P.I. STA. 97+30.26 A ----------(asph_wolk) P _ _� ----- I I Y,",r I I " " - --� STATION 93+00 _ - v. \\ s_Y�\ I I © PCCP FOR APPROACHES, 6 ,� Y . I I � � � 1\,,❑ �=00'04'46" LT. , 4" `° i \ l �,- °s o NO CURVE , (trees/bushes) , + ' T.B.M.-12216 I "' I// ) " v Fl CONC. CURB RAMP, TYPE ,C, - x •��•'• _ X - - - -- ❑Hr - -- -- - -- - -- H ❑HE 1.,. H - ❑ ❑ -- -_ ❑ CONC. CURB RAMP, TYPE G • - r.r - --- c?v-- r --.---�„�)r_� _ „___.. ��I ,- ' .,prlr_.. ,,--- - lr,- -- - ---❑HE ------ -_ ❑ E --- --- - �E --- - ❑}!. ❑HP - ❑HE -- }{_ -- K - - - --__ - - - - - - - - - - - - - - - - - - - - � - c ��V.r.- -_-;.tVyrr. y7 cVn cr\ - �4; r.T, cn� r.� cw� _ cv� y [[ \- cTV=---�rv- -crv� c4�--� cry °��H nHE - " TV C;TV LT -- - - - — — — _cTV_ _T''V cT © CONC. CURB RAMP, TYPE 'H' �, SECTION LINE � N 89'34'44" E 3 N 89'29'45" E ® CONC. CURB RAMP, TYPE 'L', � 6 G 1 © CONC. CENTER CURB, TYPE D Vii LINE "A" I� 131S1•' STREET 0 BITUMINOUS PAVEMENT ►w� -----C-0----- -- —16 — — —===—=_== — — — ----__=__ __---=== ==—___ —_ -ii =_ \ — — — — — — ----------------- ----- - ---- -- ----------------------- ---- �--_ --�---- ,-- -- T-- e -- KQ BITUMINOUS PAVEMENT (INCIDENTAL)1-1 (2) ASPHALT PATH ---------- � G - G - • .••••••••••T --�F- ••••'''•• " \ lRl MILLING AND RESURFACE ••' \ � \ 0 EQUIVALENT TO SURFACE IN PLACE -- -- -- ---- - `� REMOVE --- - -- ----- ----------------------------------------- i., r� �-- n _ - -- ---- ----------------------- ------------------------------------ ---------------------------- --------�, ----------------------------- ---- --------- ----------- ------------------- Q PROTECT TREE �; !;i % P , , "" � (asph. walk) M r (asph. walk) , M ____ w �• _____- _______________-------------� -----____� + -____—_ ___ _ ____ _ _ _ __ _________ 14 BARRIER CURB AT TRUCK APRON ! ..<w�..�.�.wC 11 .T+- --- ---------- ----------- ---------------------------- ------------------ T T T T T T T T T T - - T ARP_ T T T T T T T T -�? T T 1' - T T T T 7 T I— T T T --- T T -- T CT--i Lr- �'-�^ - �"'- ETF ZT 11 W W -- G W G G W G GAF-F-r W W W W W ` II W W i APP. IST. R/W 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) G G G G — _-- EX S-T.-RVW-- G G G G G G G G G G G G _ �t (woods) C P. #10106 W W W 16 COMBINED CONC. CURB & GUTTER, TYPE III General Utility Easement— — — — _ — CONSTR. " " IY__ - - - - f'`f — — — — — — — — — — 1 ROLL CURB, MODIFIED V ``Y ,,, €�� ,,, � "-"' 0 (mulch/bushes) q-- \ `r-`!" "fr '1--fsj + , 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) STR. NO. 99A +07 ♦ + "s € X"" (mulch/bushes) SODDING STIR. N0. 97 +54 Inlet Type A-2 ; F,I-j - M.H. Type C-4 with STIR. NO. 98 +54 Connect to Exist. 15" RCP (E) €_) ST \ © ASPHALT REMOVAL Catch Basin Type " €D €� 'I (asph) (See Typical Sheet for Additional Details) 162 Lft. of 12" RCP K-10 with 6 Lft. of & 6 Underdrain (W), � \ 12" RCP Remove Exist. 15" (W) ALL R/W AND TOPO FROM LINE "A" APP. EXIST. R/W GEORGIANN C. LRNNEMEIER TBM X12690 BRENWICK TND COMMUNITIES, LLB INST #200200096470 RR Spike on South Side of Power Pole Located at NE INST #2006-76977 �, W Intersection of Sherbern & 131st St. Approx. 1 Up. Station 90+78.70 "A", 43.83 Lt., Elev. = 887.96 ,. 1. x x C) X BENCHMARK ��_o m ai �� a, �' co a) li a. v. ), a) a m a, u a) )i, a' a,, a) 2, y a: a) o !- o _ > o z m a, N a, a; c; �)) a, v �� ) a, a, a <), a) x a> a> ti a ° U n j z' » » (_) a; �, a; ,L ,,; I �- I= �`- )_ C�. t t,,-=� :�-- ,t ,�-_, E; ,.�.:= t� � �_ w ." �. Q) �, - Control Station Tablet Stamped HAM 61 1989 L _ Q, _ - _ )� _ _ �, � cn �, d - 1- L._ H- N) L _. .- - , C- r-) ,, ,�-� I��> I,,r�� r, �) -h�-)( ,L)�) ,,,;-�� ,� =,�,�> r-> -) °'� �) �� ' About 0.5 mile W of Carmel, at the Spring Mill Rd. bridge r `�, N "J DO .�, r) ") -. ' 'J,C) I !) - iT) C J,"j f J f) t7 �f) CD - itJ ._ N<O }, �- L: ) CD)„ � t_,s Y) over Williams Creek; set on top of the SE conc. wingwall of �n m �' �) �� ' �� r t> � ' � �t �° the bridge, 14 E of the centerline of Spring Mill Rd., 0.6 ,- :� ,t r ,X t ,, - - � 0 3' �� `� 3, I , . �: . v� r - „ ir13 ,.r, �) O -) � N� u,�; C, W of the NE face of the wingwall, below the road. ?� ) Co �t C) !XD,- I� O-_ P , S N 1 �� N )D 1-1 t� Ll � r- , �. -To I. � o� Elev. - 864.794' NGVD 1929 ., 1:� _ ),.,u,nC �r� o� ....... ................ ........ ..........-. ..-.--_._._... ....... __...._.._._. _..._.. - __-__..___-_ _ --------- ------------ __ ,__-_____._.. _ .... - - ______ __ - - - __- - -__- _ --.-__._- _._ _-___ - -- - ____ - -_ __ ______ _.. ____ __-- -... _. __ __.. __.. _.___ _ _.__ ---. _._.. _. , _-___------.. __. ,----- -_-_---___.._ ... ..._-___-____._ ------ -._______ _... __ . ------- --I-- - ..._-..--. Ptft STA 94+00. _ - - __._ - - - - -- : od 895 -_ - - : -- - - -:-- c TIC - - ' - , -- END__1NCIQENIAL - II S -- - - - - -_- - - - - - - --PVt Et._ --890.21 - ,- - ---- - _.\ __ O°iw�iEti $��- - -- STATI(1N A4+ ----- -- -- ----_ ----- - - -- --- - ------ - - -- - - _ -- - - - - - ---. - -- __ - - - _ _ = - - - _ _ -- _ _ - - - - __ -- -- - _EL -888.-79 -- - - -- - _ - -- - - - -- - - - - -- - . - , - ST�rTI{)N 93+C�0 - -- - - -- __ -- - _ -- --- - ---- ___ - - - ------- - _ - - --- - - - _ - -- - - -- - -- -- - -- - - - - - -- - - . EL. i= 888.79 r - - -- - - - -- - - _ - - - - - -- ------ ----- - ------- ------- - ------- --------- ------ -------.-- - -- -- - - - - - PROPOSED - - EXIST. PROFILE - - - - - - - - - - --------------------- ___________________________ _---------------_________ _______------- --------1 ______- _-------` __ __ __ _-__-__• -----____ .._......-_ ___-_......_._ _- . _._._. __ - --.._._ __-__..----- - - '- -----_-_---------... _-_____.__._... ..__•-- --------- __ .____. _.__-__-_______.__ _..._ __ _.__ __ _.______ _. 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J - _.. _________ _ ____-__ _______ _ ------_._ ----- _�__..__._.._.._____ ----- __.______-. -_________--____ -_____.. ____.___--__ --------- -.--------.... -._.._. ____-____ __---- ---_--- --..---._._.._.. _------- ____ _____-___ 8'7 5 , 8'7 5 / - i - — - + -- + -- --- -- - , - --- --- ------ ------ ------ ------- - - __ -_ ------- - --- - - - - ------- - -- -- -- - - - - - ------ - - - ------ - - - - - - ---- - _ - - - ------ - - - -- - -- ------. - - --- --- _. __ - - - - -- - -- _. - - _ - -- _ _ - - ----- - _. - --- --- - - -- --- ---- - - - - - -- --- ---- ---- ----- --------- ------ ------- - - -- - --- ----- ------ - ----- -------- _-_----------- �_ , E - _ -- -- - - -- - - - -> - - - --- - - ------ - - ---- - - - - - - --- -- - - ---- ----- - -- ---- _ ---- ----- --- - - ------ - _------ --- ----- --- -- _ _ - . - - __ __ - - _- __ - --- - w , , 8'7 0 , - _ _. - _ - - _ - ------ - - - _ _ - -- - -- - -- - ------ _ , . ° - _ - - - - - - --_ --- ----- _ -- _ _ -_ ._. _ _ ------ - -- - ---- ----- - - - - - - -------- -- - - - _ - -_ - - - - _ - -- _ i : oo M rn rn - - _[--: Lft -,d-: -�-!- --: i- -- 1-C�1----- -- -CD------- - _ - ct to 2 -.. - - - � _._ ., ._ __ _----- .._._... _.-__ _ --------- O! _..-.-----Q --__. _O i- ---0 _. __ O -------------- - .Q).''.- ---------. - -� --------- N 6) 00! O .' . � _.:_ I 1-11_ _. _.6�- O.- O- -. - - 40 - -- a0-- _ __QD- - �- -- - 0 - - 0 - - -- - -- - --- - - OO 00: ----- - ... - - - - -- ------ -------------._._-.. .._.-------- -------- ------- 5 co OC7 co;� co 00 co rn; rnl �, rnl �: �: �: �: co: �I cc 00: col 00; co 001 co cI 00 00 00 00: 00 00 00 00 00 00 00: 00 00: e0 00: 00: 00: 00 00:, 00!, � 00 00: 00 0o op op op 00 00 J 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 � ) 00 �/ o �X E 3a ----� r-- ZB.M.-12216 1 Hoirison Monument CITY OF CARMEL W X.- 7,� -o u l uul IUp) -- HORIZONTAL SCALE BRIDGE FILE n CK Q-o Q Sign 1i O.- v Sign R.R. $ Ike / w� ��o�LTJ i 3 0 -�_� _ P � , N 50024.275 , I - FC , '' ��srE cc RECOMMENDED 1 "=30' N/A z a I cv on P"P. ,1 Y2.- £48BOb".4/6 A• 4- `r`°° --- RF �' 131ST STREET FOR APPROVAL VERTICAL SCALE DESIGNATION ---- --------- -- - ------- -- o 4-01-08 TOWNE RD. TO DITCH RD, 1 "=5' 90 Brass Pin g°' Line "A" N 89'34'44" E N 89'29'45" E N0 = DESIG GINEER DATE�IN V "i cn Q 13 -____� --- -----------°- --------- . 10809004 � C.P. #10108 Ma Nail -18.54' o Qj; n SURVEY BOOK SHEETS o Q z C.P. #10108 Mog Nail I I N 49989.1620 9__ - - STATE Or = DESIGNED: B.E. DRAWN: T.B. PLAN AND PROFILE --- E 48820.1213 -- ------ - t� / 14 of 76 w z- N 499834316----- - -- -- ° E 48�15�sa4 ----------------- ------------------------ ss NpII �� CONTRACT PROJECT X o >> Transportation& "' TONAL CHECKED: J.V. CHECKED: B.E. LINE ��A�� 90+39.36, 35.77 RT. A 97+43.66, 35.23 RT. A ve�eiopment consultants �� 06-09 2 O 0 N O BLOCK "E" ,. -- --� 12 I ,L ' , N ., v u 00 ) O _ __j` p COMMONS r�'Q a a a o .� tea' + i -�- fir° HARLESTON POND' � -�-��'•I. �, �=,a 1 � I ( � �� + _ + � LEGEND I- �� 00 P 1� 1 � ., s 1 n� �,� �� 1 ,. � : : �� , ')� c� � ", I I I d ��n"i� � 6'LD � _ :--� _ (pond) ��-,. 1 I — - 1 � -� �,;n ,, o� .- + 4 N 6 ,5 .S.,- I I. . � �3,r, r,�a»�n,� STIR. NO. 112, +33 � N EXISTING � , "> N �� 00 ° ° ° ° STR. N0. 107A, +75 I +' t 1 I + + + +__+ i + , -, !� STORM INLETS -, LIGHT & POWER POLE W RISER + _� O t °S I I + " ' Inlet C-15 with �, W/ RISER ° ° ° ° ° ° % ° PG ° I¢ ° ° Modifed M.H. a ",r .15 : 1 © F I \ . of 12" RCP + --1sTr_===STORM MANHOLE Typ I I 60 Lft GUY WIRE ° �� • ° II 151 RCP h 9 ;t.COf -f S 16' P. .C. STA. 1+00 "B" _ -- LIGHT POLE _ .FO. FIBER OPTIC LINE ° ., •� ) �` / �I° :' 15 I I 1 I © STIR. NO. 111, +42 --- -----=SANITARY MANHOLE °°, ° ° ° ° ° 7 - with o� I Inlet C-15 with P.Q.T. STA. 43+10.02 A {`S' I -P e Ena Section /�P 1 `�`� I I 4 " " SANITARY CLEANOUT T TELEPHONE LINE $iR. N0. 101 A, +87 / � / STR. N0. 103, +05 I I P f , ,, �y M l I 16� ® 0 1 " TELEPHONE RISER Core MH & Connect / / Remove Exist. X30' all&SE } -, / • 1-- 48 Lft. of 12 RCP " " TOWNS ROAD PARTNERS, LLC — O —GAS LINE _. TELEPHONE MANHOLE - - - - - -P - - - I- - o - - - f I I I _ o P.I. STA. 20+00 1-A INST #2007056789 -v ��, .j b .s GAS VALVE cry—CABLE TV LINE l ;gip CABLE TV BOX E from STIR oid1 froma STR - - j Structure and Pie - ` r _ _ �A I I I 16 Q " GAS METER D=00'14 05 RT.103 l) � / Inlett B-15 with -o °� °° °�°i rrl .I, I I I NO CURVE — w —WATER LINE _ UTILITY MANHOLE /`" �S j I \ /Q iti-� WAl1 R VALVE — Ei —WOOD FENCE - - - _ / F - - - APP. EXIST. R/W - � 481Lft. of 12 RCP- I I C, 1 � STIR. NO. 110, +82 \ � P.O.C. STA. 3+61.17 "B" _ � FIRE HYDRANT — X —WIRE FENCE STIR. N0. 101, +86 STIR. NO. 105 +06 CONSTR. Future �� v � I I 15 I Inlet B-15 with ,;- WATER METER — o —CHAINLINK FENCE Catch Basin Type C-15 3s'' �P Inlet B-15 with LIMITS Water Line Futu e W ter amine „ P.O.T. STA. 20+39.66 "S-1-A" _� - M-..; 50 Lft. of 12" RCP SPRINKLER / —IRON FENCE 4 " 2" ;a IRR. VALVE with 25 Lft. of 12 RCP �r'•, , , ,,,,,,,, ,, ,,,,,18 Lft. of,1 RCP ,•....... ,,•, I 1 0 � aE PIN 1 1 I I t° O IRON.. " ...�^ ; o ••P• 1 O I ` 707.03 COUMTR 70� R ELECTRIC LINE SIGN....��, -- o;iE OVERHEAD ELECTRIC LINE FLAG POLE (asph. walk) 0 0 I I O I - '•,I I — — _ — _ _ .--I ' .Ee.-{ , ELECTRIC BOX 0 BUSH POWER POLE RISER OG -'--' / (RISER) CCU TREE TRUNK ----- Fl I 1 F� .•••...••....••••..•.••..••••.. I LIGHT & POWER POLE DECIDUOUS TREE 11 _ -- 15 I LINE I"B. ( I I <<" �<, ` �� 9) MAILBOX � — — — — — — — — I I �� CONIFEROUS TREE 1 - -1t0-PSL ENERGY INC. & il, 10 WATERI \' 1 1 I o P o PROPOSED N INDIANA FIBER Vd6RKS LLC_ l N 0 16 ILIN ESMTI , III Q I I I F1 A COLORED & JOINTED CONC., 7" UTILITY EASEMENT -- - - - VHn I O O 16 - I �y �'� © COLORED & JOINTED CONC., 4" 1 1 0-�L - -"- - - - - I— £ I 50' GAS z ,\ Yr, 1 � *oast P.C. STA. 22+99.39 } C PCCP FOR APPROACHES 6" - - _ - - - _ _ LINE ESMT. 1 O BEGIN CONSTR. - - - - (9 15 1 �\ <r 35.92' LT. Co OF CONCRETE SIDEWALK, 4" 1 _ KO _ _ v - F1 CONC. CURB RAMP TYPE 'C' ❑hiE C\2 O STATION 16+54 \ H a+ O I © I' � - - - - - --- pHE - - - - - — aHE - - - - - - oHE — _ oHE ~-—-- °"E - --- o ® CONC. CURB RAMP, TYPE 'G' TOWNS RD. KO 16 1 SEC ON LINE ✓ • " " 1 16 " " I CONC. CURB RAMP, TYPE 'H' II N 0752 E N 0'2657 E - LINE S-1-A d 'I LINE "S-1-A" TOWNE RD. 4 ® CONC. CURB RAMP, TYPE 'L' _ _ _ _ _ _ _ _ _ _ _ _ _ © CONC. CENTER CURB, TYPE 'D' N — — — — — — — — r` — — _ _ s' 1 - -�_ - _- - - - - - - - -_, - - --_ - - - - - - - - - - - - - - - - - Fl _T �c, �_ _ -_ -�8'�m _ _ - OK BITUMINOUS PAVEMENT __-_-__ _ - o / `; 1 1 1 1 1 1 1 1 1 1 1 l 1 -- 1 -- 1 1 E-i ® BITUMINOUS PAVEMENT (INCIDENTAL) 15 1 I� z 00 A APP. 30' EXIST. R W �=' \ Remove 1 U O / 1 P ASPHALT PATH ,; `1 \ - - - _ - - - - ® MILLING AND RESURFACE -------------- - 11 \o '� © !!I P / F1 i OS EQUIVALENT TO SURFACE IN PLACE) �--- ----------------- • ............................... O I�,� 0 0 C P o � OT PROTECT TREE 14 BARRIER CURB AT TRUCK APRON STIR. NO. 100, +86• .. �.� CONSTR. f� ---I II � 0�, , / � � - O Catch Basin Type C-15 \',"',,-C_ o 1) I ,, �� 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) ;,� LIMITS '� I o O with 6 Lft. of 12" RCP APP. EXIST. R/W I 1 ` I '`' 1 I - - - - J - - - -';'''''''''' '`''' 16 COMBINED CONC. CURB & GUTTER, TYPE III - - - - - - � - ' ", �_ - - - II - - - I 15 ��, - •30 ReservedR/W x 11- �', 1 I '•� $ CO NSTR. 1© ROLL CURB, MODIFIED STIR. NO. 102, +92 --- :'-"•, "'.. STR. N0. 104 +06 1. ,��, I P.O.C. STA. 2+11.43 "B" _ •, - I •'�/ STIR. NO. 109, +550 15' D. & U.E• LIMITS 18 COMBINED CONC. CURB & GUTTER TYPE II (DRIVE) Core Existing Sructure * Inlet B-15 with ;I _-_ - - - - - - - - - - - - - ' :; " " __ Wo mew M:}I�-ems�5 - - - - - • - for New 12 RCP & 18 Lft. of 12" RCP II P.O.T. STA. 19+32.07 S-1-A _- r" I I '� / ® SODDING Furnish and Adjust - "a 15 �� P- ( / / with 20 Lft. of 18" RCP - •� © I " „ I © ASPHALT REMOVAL = 1 Type 4 Casting 1 — � .•• 5'``\ 1 I I . / P.O.C. STA. 3+01.07 B 1 I _ (See Typical Sheet for Additional Details) " " ® I P.O.T. STA. 44+16.41 "A" ------i 1+83 Class I Drive P.I. STA. 43+74.71 A __ ` 1, � .• --------- VV=18' ALL EXISTING TOPO FROM LINE "S-1-A" (Pond) A=00'0218 RT., NO CURVE o " ' F1 � I 1611 •' ALL R W FROM LINE "AS NOTED" \ F1 ( ,� STIR. N0. 108, +40 ,r,r � Concrete \ BLOCK "A" RE-ESTABLISH SECTION COMMONS pp�, CORNER MONUMENT STIR. NO. 106, +46 1 `� 16 1 • � I Modified M.H. Type"J-15 rrrrrj MULLIGAN'S PLACE TBM #2 , \ � yh Modified M.H. Type"J-15 X•. 1 I I K �o ; 0 I with 95 Lft. of 18 RCP S, INST. #9547888 RR Spike f l up on South Side Power Pole# 838 6213 �,", with 45 Lft. of 18 RCP W � 1 O 8 • o STR. N0. 108A, PC 1, SLIDE 583 G +52 Located on the N Side of 131st St. about 600 E of Ditch Rd. \ 5� & (1) Conc. Pipe End � 14 © K I I c * © I� U,l Pipe Catch Basin, 18" S LOT 1 Station 103+32.95 "A", 113.48 Lt., Elev. = 885.79 F 1 1� � 6 Section � Q •I ). I � = W `-1 with 28 Lft. of 12" 1 N �PG� " � RCP BENCHMARK �� STIR. N0. 106A +52 � 0 DNR Control Station Tablet Stamped HAM 61 1989 �, v 1 X T a " �� Inlet J-10 with � t �' " �` �� - �`' About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge > 8 Lft. of 12" RCP � r U) 2 « r; a s: ° N =s� X) � r, I) I_ !, "-1 � over Williams Creek; set on top of the SE conc. wingwall of a, o � v "S �s� u; a� ,, Lo � �I— -; -> «� "3 Cr) , 01 _ 0> Q, � � � the bridge, 14 E of the centerline of Spring Mill Rd., 0.6 - - �' DO � '- "' I ' s- �: � SW of the NE face of the wingwall, 0.3' below the road. �D J� G CC) O N C7 - - C f..._ If) CV V Ll- Q:)c 4 CJ;V) Cv r , i + + + + 4- + ",' -1 + + 1- -1 + +- + + + I Elev. = 864.794 NGVD 1929 - - - - - - - - - - - 015 - - -- _ - - - - -- ------ -- - --- -_ - - - - -- - - - - - - - - - - - - - ------ - -- - -- - --- - _ ------- ------ - - ------- ----- -- - _.----' ------ P.V1 TA -=--1-6+ 5__0a_ : - - -- - -._ _ - - - - -I: ---- - - - - y - - -- - ----- - - - -- - --- - P 910 - - - -- - - _ -___- - - - - _ _ - - - -- -- - - - - _ °° - + 910 - - - - � VcL-= so a - --- _ -VCL---=- 1.00._00--- - -- ---- -- ----- , ------- ------ -- + o -- - d ------------ -- - -- - ------ ------- ' - -- ----- -------- - ----- ---- K_ =- - --------. -- -------- -- - ---- - rn 59_1 :- --- o 0 - + - - _- _ -- -- : -- -- - - - - - cv ------- - - -- - --- ---- K---= - 8..74------- --- --- ----- ------- ----- ---- EXISTING iPROFILE -- -- - - - - - ------------------ ----- -- --- -: - -- - -- - - - - - 4 - - J : ---- -- --- LW -- - _ - -- -- : W `'� 1 S 1-A - ,__ - -- -- - -- - - - - - - ---- ------------------------ -- -- -- - ---------------------- - - ------ ------ --- - - - - - - - - N : ; - - __ - - y N - - - OVER tiN - - -- - - '- : : - -., - - --- - — — - -... -- - -------- -- - , - - - - - - _ - - - - -- - - - - ---- --- - - _ - - - - - - - --- - - -- --- - -- - - -- - -- - _ -- - - ------ - - _-;- ---- ---- __ ,_ Str. No. 106 : PROPOSED PROFILE ' - - - -- - - -- ----,- ---- - - - --- --- - - -- - - - _-- --- -- - - -------------- - - - - - -- - - - 1 E `5= _- ---- -- ---- - - -- ------------------ - --------- - -----P-R-OP--QSED- -F�OF#LE 900.85Lr No Y08 T --. --- - ------------- : : - S#r.---No.-109 - - - - --- OVER LINE `S-1-A' : - -- --- - - _. - - ----- ------_. __--- ----- ------- --- ----_ ------ ----- ------- -------- ----- - - ----- --- __. ..-- __ - ----- ------- - -- - - -- -- _ -- ----- -- - ---- - -- - - -- (� - -- 900.510 - --- -------- -- __ e�7 0 0 - - - - -- -- -- - -- - - --- ------------------------------------------------------------------------------------------ -- -- - -- -: - - - ---- - - -- _ " ------------ - -r ------- -- ------ ------- -- -- { ------- -, ------ , __ --- -- i - - - "- - " : ® 0:45% - - -L 18- RCP--® .30%- - - --------------------- - -- - -- -- - -- ---- - -- - --- -- - ------ ------ ------ ---- - -- - ! j - --- t -- - - --- ------- ------ --------- - -- --- --. -- -- -- - - _ - - __ - - -- ---- - - - - - , - -- - ---- -------- ---- -- - - - ------- -- -- ---- - ------ - - 898.79 ------------ - - -- - - t , : 898 30 $98.58 --------898.64! - - - - _ -- - - z I 898.10 898.50 - --- -- ----------- -- - - - - - - - - - - - - _ - --- -- - -- - ----------- -- Q - - -: ---- - -- - ----- ---- ------ ------ _ .--- -- --- ------ -- - _ _ . - - - - - - .-- - --------- -- ---- . - -- - - -- - - --- - - - - - - - - --RCP--�_Q 30% 18 " 8 9 5 _ - -- - - - - - -- - - - --- - - - -- - - -- --- - --- - - --- - -- - ------ - -- -- - -- ------_ _- ---- -__ _- - - - - _-- - -- -_ _ - - - - - -- - - - - - - -- - - - - - - - - -- - _ - -------- - ------------ ------ - - - - -------- - -- - - - - _ - --- - -- - - - - _- - ------- --- - ------ -- -- 1 - - - - - w - z - ---- - --- - - ------- - - - -- - - _. ------ - -- - - - - _ - --- . : -- - - - - -- -- - - ------- -- - ------ _ ----- - - --- 890 � - - - O : F- - , - - - - - : -- -- - - - - - --- --- - --- - ------- - - -- -- ----- -------- -- --- - - ------ ----- - ---- - - - .-- ---- : ------- _ - --- ' - ----- --- --- --- - - --- -----_-- ----- ------- - - - - ----- - -- --- -- - --1.� � -- - - - : CV C14 M Ln 00 CD r7 - : C>D O - --------- Lo------- CD-T 4Q -- , -ao -a) ---rn- p__ ..- rn. r1 -" - - - - ------- _� - ------- o - ----- I� : cfl cfl r- 00 00 C0 - -- -------- - --- _ -_off '� : --- ------------ -. .--------- - - Co1:__--------------._O. 433 ----- r7- �::_____ _�_ -- M-.- n-'- - N-) - cfl! N r7 cn o� O: �t: �'� - - M. �l �-- :P-. - a-:4Cp- -°� - - - - - d . � � � � - � - � -- -- -.. tit': - - - - ._ --------------- " ° -- - ! - - _._ �._ �n_,_ -- in -- -� - - - ' �: �' . r .I n; -- co LCD `� `�i Ln `n! . C ., p! .i � - _�_ - - - _ tf) Ln Lft Ln CD: o I o t? o a o © - o:C? o o © © II °- _ O �, - - Ln:- u� _ -, - -- - - 'n-; ---U- - ------'n-- ------!n-:. . -: -- - _u� -------U ' - -'� _ - � -_ ----- -- --- , ° - - - - - - 885 J ! rn; rnl rnI rn rn; rn'; Q) rn': a� aoi' � M: 0 I1 �j ao ° 6°,I °; 0 0 o Q o!II o ° o 00-�1� rn � --- Y J o — 16+00 17+00 18+00 19+00 I)m 20+00 21+00 Q/30 22+00 w X 9 - Line "A" 131st St. HORIZONTAL SCALE BRIDGE FILE W x O f Ma No# ou „ �'" CITY OF CARMEL o T ------ ------- N 89'3517 E ', "-30' N/A �- �� RECOMMENDED �� one ,.A.• as 131st st. _ C.P. #10123 Mog Nnil QO��1srERFO�"o 131ST STREET N 89'35'17" E _ ______ N 49948.4246,f1012 VERTICAL SCALE DESIGNATION N --#----9 ----- E 442711929 -��- TOWNS RD s TO DITCH RD, 1 "=5' Center of Fire Hyd. © ` FOR APPROVAL - N�• DESIG GINEER DATE a 0 C.P. 10124 Mo Nail — _ a� / ' . _U 10809004 w z w 1�� 6 q9 N 49948.2052 x.91� T y in � (( ,Cl W __ U~ > w E 43937 9757 — 0_ i) ------- of�,Qz S9 ---------- osph. walk _ _�_ �N ` ------ 0 �u `�_ DESIGNED: B.E. DRAWN: T.B. EE L_ w w o oq Mog Noil ------ Pin w/Cap �� Brass Pin ' •, .' =a �s STATE I AN P 1 rJ Of 76 cj� PLAN AND PROFILE SURVEY BOOK SH S 1h: _J Transportation& ,;, NAI- ��X` �, CHECKED: J.V. CHECKED: B.E. �� CONTRACT PROJECT 48+61 .40, 40.64 RT. A 51 +94.61 , 42.82 RT. A Development Consultants LINE S — 1 —A 06-09 o -v o o 6 0 0 0 LEGEND O 2 O O O O + EXISTING + 0 + + + + STORM INLETS „,L._; . LIGHT & POWER POLE W/RISER cc (11) �' E__ GUY WIRE � � C\ =_15T,!_-_:::STORM MANHOLE LIGHT POLE �n :::,,s :_- SANITARY MANHOLE F° FIBER OPTIC LINE "� TELEPHONE RISER C-) r -TELEPHONE LINE SANITARY CLEANOUT , - ° -GAS LINE „ TELEPHONE MANHOLE �=-ti. GAS VALVE Cry CABLE TV LINE _ GAS METER 1r CABLE N BOX TOWNE ROAD PARTNERS, LLC - w -WATER LINE UTILITY MANHOLE INST 2007056789 �:: WATER VALVE - I -WOOD FENCE ._ FIRE HYDRANT - X -WIRE FENCE STR. NO. 118 +OO C), WATER METER - o -CHAINLINK FENCE ,- SPRINKLER - / IRON FENCE Inlet C-15 with 4�_= IRR. VALVE IRON PIN 68 Lft. of 12” RCP -- E ELECTRIC LINE SIGN - °++E -OVERHEAD ELECTRIC LINE FLAG POLE 01 STR. NO. 115, +90 STR. NO. 120A, +10 END CONSTRUCTION :Ee ELECTRIC Box Inlet J-10 with _ ( BUSH �i Inlet J 10 with STATION 24+50 { LIGHT POWER(POLE ) DECIDUOUS KTREE - - -8 Lft. of 12 RCP - 70 RAW - 8 Lft. of 12" RCP - - - - - - - - - - '�- MAILBOX CONIFEROUS TREE • ... •• 6' Curb Taper PROPOSED (Typ.) Both Sides vA COLORED & JOINTED CONC., 7" © ° +75* END INCIDENTAL 47 . . .+ ................ . .... CONSTR. 11 CONSTRUCTION © COLORED & JOINTED CONC., 4" � • . • LIMITS ,' ; STATION 27+00 © PCCP FOR APPROACHES, 6" d- 15 . ....., .• •• ,, QF CONCRETE SIDEWALK, 4" Q N • . ..... .1... ... ... . K N j• F1 CONC. CURB RAMP, TYPE 'C' P.C. STA. 23+00.71 " O '.� i .,.• ® CONC. CURB RAMP, TYPE 'G' ._. •• •• - - - - - - CONC. CURB RAMP, TYPE 'H' C''J 16 '• ••••••"' - - - - - - - - - - - ® CONC. CURB RAMP, TYPE 'L' �� ' ti� E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - G - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a © CONC. CENTER CURB, TYPE 'D' BITUMINOUS PAVEMENT „�R�LR2Y� - ® B PAVEMENT (INCIDENTAL) • - - - - - - - - I - T - - - - - - - - - - - - - - ASPHALT BITUMINOUS PAVE 1 1 1 1 � 1 1 --i-- 1 1 1 1 � 1 1 1 -11--T 1 I / ................ P ASPHAL � APP. 30' �� K 15 •••••i••••• •'...... ,"""' ® EQUIVALENT D TO SURFACE IN PLACE RESURFACE . EXIST' R W � \18 r11._, I ,r TO PROTECT TREE * * i z 14 BARRIER CURB AT TRUCK APRON W . vy ' CONSTR. ,� �' Z p - P ° 37 LIMITS SSS © COMBINED CONC. CURB & GUTTERS TYPE III (MAINLINE) Q STR. NO. 119, +10 NN tT 16 H Inlet J-10 with 1© ROLL CURB, MODIFIED 34'.R ry - - - - 8 Lft. of 12" RCP - - * - - / ' * - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) =+ 60' RAW ' � ' +e S SODDING /' © ASPHALT REMOVAL � - - - (See Typical Sheet for Additional Details) � 1 +45 STR. NO. 117, +00 ALL EXISTING TOPO FROM LINE "S-1-A" Class,I Drive Inlet C-15 with I Concrete STR. NO. 116A, +00 6 Lft. of 12" RCP ALL R/W FROM LINE "AS NOTED" I Inlet E-7 with I 16 Lft. of 12" RCP STR. N0. 114, +90 I M 1 Inlet J-10 with RR Spike f1' up on South Side Power Pole# 838 6213 1 8 Lft. of 12" RCP STR. N0. 116, +00 Located on the N Side of 131st St. about 600' E of Ditch Rd. 1 M.H. Type C-4 with Station 103+32.95 "A", 113.48 Lt., Elev. = 885.79 1 342 Lft. of 15" RCP - -,. I I BENCHMARK DNR Control Station Tablet Stamped "HAM 61 1989" �U � � About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge P � 1r -, over Williams Creek; set on top of the SE conc. wingwall of �, I�, v� �C-D the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' 1= "' SW of the NE face of the wingwall, 0.3' below the road. Im 0� CS Elev. = 864.794 NGVD 1929 ----- - _ - - ------ : - -- - -- - - T • -------- - - - - - - - - - - ----- ----- ----- ------ ----- - --- ------- - - ---- ----- - - - - _ - - - (� . 915 ey 1 5 -- - PVI STA = 24+00.00 ' -_ - -- - -- -- -- - -- - - - --- - — - - ! - _ - - -- _ - - - - - -- ------ - _ - - ----- - . _--- - -_ - - ------ --- ----- - - - ------ ------ - - - -- - --- - -- - - - - - - - PVI EL 904.94 - - - - - --- - -- - ---- --- 1 - - - - - + - - ; VCL = 00.00 - - - -- -- _-- __ - - - - - - - _ _ -- - . - -------- - - - - _ -- - - - -------- - ----- ---- _ - --- -- ------ - - -- - - �- ----- . -------- - - -- -------------_ - _ - K = 9.96 I - - - - _ -- - -- _ --- . _ _ --- _ ----- -------- - - ---- --_ _ ------_-- ------ ---- -- ------ -- -- - -- --- - -- - - - - - - -- - - ---- - - . __- - ------ --. ------ - ----------- - 910 - - : - - -- - 910 : - -- -- - --- --- ---- - -- - ---- - - - -- - -- - ---r - - -- - - - - - = - - or +fCfDEfJTAL PROFILE : - - - - --------- ----- ; : - - -- - -- ------ - - --- --- - - °o : - _ o__ - - -- - - - - - - ----- -- .__ - - - _ ------_ . ---- - ----- ---------- _- _ ---- OVER--1=1I�E -:S-1-A- --- - - - - - P PROFILE-- - - - -- -� -- - - - -- - - -- - --- - - - P R(,�P-4SEII F o - - - - - ------ o - C� o ! : ° o _ -. - -- - .- -- -------- _ -- ------ - -- ------- -- ----- ------ -- -- ---- - _ - -- ----- - - rn -- ----- ----_ ---- ---- - _ -- - ----- - -- ------- - - - O VER _LII N E- S 1- A ---- --. - - - - - - - - - -- __- - - - - - -- - + ± O P.T. STA. 21+47.59 "S-1-A" 00 O O 00 O P.T. STA. 21+36.90 "S-1-A" 24 29.0' RT., EL.=905.05 +, + 2.91' LT., EL.=904.98 10' 24' 6' 10' (D CNII P.T. STA. 21+36.90 "S-1-A" o P.T. STA. 21+47.02 "S-1-A" 2.91' LT., EL.=905.45 Q 5.0' RT., EL.=905.53 R=100' o � R=230' P.O.C. STA. 20+99.84 "S-1-A" P.O.C. STA. 21+13.04 "S-1-A" w 8.73' RT., EL.-905.17 34.04' LT., EL.=904.79 C) P.O.C. STA. 21+04.96 "S-1-A" P.O.C. STA. 21+01.51 "S-1-A" 8-100' ~ 32.98' RT., EL.=904.69 7.33' LT., EL.=905.18 R=300, P.C.C. STA. 20+77.95 "S-1-A" P.C. STA. 20+94.71 "S-1-A" 39.80' RT., EL.-905.00 43.13' LT. EL.=904.67 �� P.C.C. STA. 20+75.19 "S-1-A" P.T. STA. 20+76.87 "S-1-A" ' 21+00 � 40.94' RT., EL.=904.50 18.91' LT., EL.-904.99 ° P.O.C. STA. 20+55.00 "S-1-A" P.O.T. STA. 20+82 "S-1-A" 51.35' RT., EL.=904.38 51.15' LT., EL.-904.58 �o� STATIONS AND OFFSETS ARE - P.O.C. STA. 44+42.00 P.T. STA. 44+48.26 P.T. STA. 20+69.86 "S-1-A" 39.23' RT., EL.=904.25 35.18' LT., EL.=904.29 MEASURED FROM LINE "A" P.O.C. STA. 42+86.00 58.80' LT., EL.-904.50 UNLESS OTHERWISE NOTED 43.75' LT., EL.=904.26 �o P.C. STA. 44+51.05 P.C.C. STA. 42+62.94 _ P.C.C. STA. 3+75.17 "B" �� 11.11' LT., EL.=904.71 37.13' LT., EL.=904.40 �� 30.0' RT., EL.=905.05 P.C. STA. 44+74.52 P.O.C. STA. 42+40.00 P.O.C. STA. 3+67.10 "B" 20.10' LT., EL.=904.46 P.C.C.P.C.C. STA. 3+59.03 "B" O P.C. STA. 40+76.0 34.56' LT., EL.=904.51 30.0' RT., EL.=905.10 30.0' RT., EL.=905.05 � P.O.C. STA. 44+85.22 P.T. STA. 44+78.47 26.0' LT., EL.-905.36 � 15.10' LT., EL.=904.53 0.55' LT., EL.=904.85 XO P.C.C. STA. 42+80.11 0 00 ° 23.14' LT., EL.=904.69 P.C.C. STA. 45+16.05 P.C.C. STA.P.C. STA. 42+49.72 3+00.2 o 11.12' LT., EL.=904.72 N M 19.51' LT., EL.=904.84 P.C. STA. 40+76.0 �' � 30.0' RT., co 10.0 LT., EL.=905.68 904.76= . EL " � 131ST STREET P.O.C. STA. 42+42.67 R=20' P.C.C. STA. 4+38.72 "B" P.C.C. STA. 45+17.58 �`' 10 u 11.51' RT., EL.=904.87 Z�OQ 30.0' RT., EL.=904.72 �pQ CD 4.81' RT., EL.=905.04 If °C LINE "A" 30' LINE "A" R=55' 10' R=20' N .per P.O.C. STA. , 00 0 30 131ST STREET T 2+96.01 "B" o �� P.O.C. STA. 1+06.72 "B" 30.0' RT., N 30.0' RT., EL.=904.85 EL.=904.80 it P.C.C. STA. 41+87.67 P.O.C. STA. 42+27.00 22.65' RT., EL.=904.61 , 2.17' RT., EL.=905.15 P.C. STA. 42+72.85 P.C.C. STA. 1+20.30 B -- P.C.C. STA. P.C.C. STA. 41+88.86 P.O.C. STA. 42+35.64 18.12' RT., EL.-904.83 RT., EL.=904.56 27.43' RT., EL.=904.72 30.0' RT., EL.=904.75 25.90' 2+78.07 "B" 'o 30.0' RT., - P.C.C. STA. 44+96.60 EL.=904.70 ° LINE "B" � 22.98' RT., EL.=904.94 P.O.C. STA. 44+76.17 P.T. STA. 42+51.77 26.04' RT. EL.-904.81 P.O.C. STA. 44+99.09 15.96 RT., EL.=904.83 P.O.C. STA. 44+81.37 38.81' RT., EL.=904.62 P.O.C. STA. 1+95.88 "B°° 42.13' RT., EL.=904.50 30.0' RT., EL.=905.50 0 "B" �``� P.C.C. STA. 44+52.26 P.T. STA. 42+58.38 C) P.C.C. STA. 2+04.75 gyp, 39.43' RT., EL.=904.42 P.C.C. STA. 1+87.01 "B" N 30.0' RT., EL.=905.42 32.07' RT., EL.=904.68 ° P.O.C. STA. 44+63 P.O.T. STA. 42+70.00 30.0' RT., EL.=905.42 10 48.98' RT., EL.=904.35 48.63' RT., EL.=904.35 �' P.O.C. STA. 44+53 P.C. STA. 42+84.66 19+ P.C. STA. 19+08.08 "S-1-A" 54.41' RT., EL.=904.33 .52 41.87' RT., EL.=904.80 P.O.T. STA. .=885.82 60.24' RT., EL. =904.52 71.03' LT., EL885.67 3p� P.O.T. STA. 18+97 "S-1-A" P.O.T. STA. 90+26.79 P.O.T. STA. 90+48.85 P.C.C. STA. 19+10.21 "S-1-A" 71.51' LT., EL.=885.38 70.55' LT., EL.=885.40 67.60' LT., EL.=904.90 35.47' RT., EL.=904.89 P.C.C. STA. 18+98.40 "S-1-A" P.C. STA. 18+95.22 "S-1-A" P.O.C. STA. 90+37.82 36.06' LT., EL.=905.39 R_260' 0 0.20' LT., EL.=905.38 �j 45' LT., EL.=885.17 P.O.C. STA. 90+21.19 P.O.C. STA. 90+54.39 ' 45' LT., EL.=884.94 45' LT., EL.=884.56 P.C.C. STA. 18+82 "S-1-A" R=200 z 58.35' LT., EL.=904.83 P.T. STA. 18+72.48 "S-1-A" w ---T 7'7-7 21.31 RT., EL.=904.75 �'% 7; w R=100' P.T. STA. 18+86.88 "S-1-A" // �i�..� Ln ' 5.02' LT., EL.=905.33 P.O.C. STA. 18+62.87 "S-1-A" R-10p i 54.60' LT., EL.=904.76 `�' - - _-- __-- ---- _- If P.C.. STA. 89+85.11 P.C.. STA. 90+37.82 ' _ O 24 LT., EL.=884.02 24 LT., EL.=884.78 24 Z P.O.C. STA. 18+54.50 "S-1-A" ' P.O.C. STA. 18+67.03 "S-1-A" = 13.18' RT., EL.=904.65 p P.T. STA. 89+85.11 30.34' LT., EL.-905.24 +U 24! LT., EL 885.53 P.O.C. STA. 18+65.34 "S-1-A" O p 14.28' LT., EL.=905.23 131ST STREET LLJ 24, LINE "A" 10' 18+00 10' � �F) R 024 131ST ST. & W SHERBERN DRIVE Ln �yN y �0 L J ° CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE U 0 Q TER 4-01-08 VERTICAL SCALE DESIGNATION -c 131ST STREET X ,, p F RECOMMENDED Fo l FOR APPROVAL Z U) ° NQ, DESIG GINEER DATE TOWNE RD. TO DITCH NA Q 10809004 SURVEY BOOK SHEETS zU- ' • o Q B.E. DRAWN: T.B. CONSTRUCTION DETAILS Lj r w ` STATE of DESIGNED: 17 of 7 w �z- TOWNE RD . ROUNDABOUT CONTRACT PROJECT W Trans ortation& ONAL CHECKED: J.V. CHECKED: B.E. 06-09 Li w� ° p . v _ Development Consultants _ X-D C) a- • ed ' a MANHOLE CASTING SCHEDULE CASTING SHALL BE EITHER SELF-SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CAS7ING TYPE). LIDS SHALL BE MANUFACTURER SELF SEALING WATER BGHT STAMPED 'SANITARY SEWER" AND HAVE CLOSED KENT SEAL, OR -- NEENAH R-1772 SINGLE ROW OF I-KENT SEAL (SEE MANHOLE CASTING G E4ST JORDAN 1022ZIGS 1022ZIPT SCHEDULE). 0 - a CASTING SHALL BE EITHER SELF-SEALING OR WA7ERIGHT, (SEE PLAN&PROFILE SHEETS CASTING FLEXRIB INTERNAL CHIMNEY SEAL OR TYPE). LIDS SHALL BE STAMPED 'SANITARY SEWER'AND HAVE CLOSED PICKHOLES, FRAME SHALL APPROVED EQUAL BE SET ON DOUBLE ROW OR Yi KENT SEAL SINt4f ROW OF 1'KENT SEAL(SEE MANHOLE CASTING SLOPE AWAY BACK PLASTER SCHEDULE). BACK PLASTER PRECAST CONCRETE ADJUSTING RING ° 0 DOUBLE ROW OF KENT SEAL n 18'MINIMUM FROM OUTER EDGE OF RESILIENT FLEXRIB INTERNAL CHIMNEY SEAL OR APPROVED EQUAL SLOPE AWAY 24" ° O CONNECTORS. / 12"MAX. SPRAYED BITUMINOUS COATING OVER ENTIRE ° FINISH GRADE \ BACK PLASTER EXTERIOR SURFACE TOP OF BENCHWALL T-- PRECAST CONCRETE ADJUSTING RING ° ° �:- MANHOLE STEPS PER SPECS FLOW TRANSITION BACK PLASTER a NOTE 12"MAX. 24" INTERIOR JOINTS AND LIFT HOLES SHALL BE IF SEPARATION IS LESS THAN 18', THEN L- DIA. DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS b SEALED WITH NON-SHRINK GROUT PER o ADDITIONAL REINFORCEMENT(REBAR OR MESH MANHOLE STEPS PER SPECS BUM RUBBER WITH PLASTIC WRAP COVER SPECS ° AREA) SHALL BE INCREASED AS DEEMED 4"MINIMUM FLAT SURFACE- y e SET BARRELL JOINTS WITH RUBBER TYPE a ° NECESSARY BY ENGINEER. INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH GASKET EQUAL TO ASIM C-443 AND ON FLOW BUM RUBBER WITH PLASTIC WRAP NON-SHRINK GROUT PER SPECS. ° DOUBLE ROW OF Y2" KENT SEAL OR SINGLE MINIMUM 1" TO 4"MAXIMUM - COVER ROW OF 1" KENT SEAL. FALL ACROSS MANHOLE EFFLUENT PIPE SET BARREL JOINTS NTH RUBBER TYPE GASKET EQUAL TO 12' OF#8 CRUSHED STONE ASTM C-443 AND ON DOUBLE ROW OF Y2"KENT SEAL OR IN 12" TYP. SINGLE ROW OF I"KENT SEAL T— o 6" MANHOLE REINF. PER ASTM SPECS n 12" TYP. ; FILL EXCAVATED SPACE OUTSIDE OF MANHOLE AND UNDER $ - d° ° _ a, a + MANHOLE REINF. PER ASTM SPECS PIPE WITH #8 CRUSHED STONE TO A MINIMUM OF 6" ON ° a EACH SIDE OF PIPE FOR EN77RE EXCAVATION. J O O O O O 0 PIPE DIAM. PER PLAN & PROFILE ° z PIPE DIA. PER PLAN & PROFILE li SPRAYED BITUMINOUS COATING OVER ENTIRE BENCHWALL SHALL BE CLASS 'B" CONC. BENCHWALL SHALL BE CLASS "B" CONC. NOTE EXTERIOR SURFACE LNU IF MANHOLE HAS ONLY ONE INFLUENT PIPE BENCHWALL HEIGHT SHALL BE WHICH IS APPROXIMATELY 90 DEGREES TO BENCHWALL HEIGHT SHALL BE 809'OF PIPE DIA. a'.: 809 OF PIPE DIA. EFFLUENT PIPE, THEN CONTRACTOR SHALL TERMINATION MANHOLE DETAIL MAINTAIN A CHANNEL WITH A RADIUS HAVING NOT TO SCALE THE SAME WIDTH AS THE INFLUENT PIPE. MANHOLE TO PIPE CONNEC71ON BOOTS, INCLUDING LATERALS, SHALL BE 3" TYP• PRESS-SEAL, KOR-N-SEAL WITH STAINLESS STEEL WEDGE, A-LOK CAST `' BENCHWALL DETAIL IN PLACE OR APPROVED EQUAL. 3" rn, MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING NOT TO SCALE LATERALS, SHALL BE PRESS-SEAL, KOR-N-SEAL WITH STAINLESS STEEL WEDGE, A-LOK CAST IN PLACE OR APPROVED EQUAL. 4' - 0" s'Mw.coMPactm 1e STONE O O I.D. 6" MIN. CONCRETE ENCASEMENT SEE OUTSIDE DROP 4'-0" 6 MIN. COMPACTED #8 STONE SANITARY MANHOLE DETAIL I.D. NOT TO SCALE OUTSIDE DROP MANHOLE DETAIL NOT TO SCALE NOTE' a A. OPP S17E SIDELATERAS TI1NG: NO MORE THAN 12'OF ADJUSTMENT RINGS TRACER WIRE 1. 1'MINIMUM BELL TO BELL ANYTHING ABOVE 12"A BARREL SECTION MUST BE ADDED 2. BELL TO SPIGOT MAY BE ADJACENT -�(1' TYPICAL ALL LATERALS) PROPERTY, RIGHT-OF-WAY OR EASEMENT--`-,I SEPARATION SEE NOTE 24' I ONE'PIECE /HSOg QiA TEE-WYE RIGHT-OF-WAY, PROPERTY �T"" REQUIRED I I OR EASEMENT LINE FINISHED GRADE B" 6"SDR 35 PIPE TRACER WIRE MAIN SEWER LINE * BEDDING TO BE PLACED ON UNDISTURBED \/ \� PRECAST NG R WATER MAIN EARTH. COMPACTION OF 18 STONE IS '�RI�", I CRI71CAL UNDER ALL JOINTS AND FITTINGS. IF PROPER COMPAC1ION CANNOT BE ACHEIVED, THEN PLACE A TRENCH WIDTH MAXIMUM 10 FEET PLAN VIEW NOTE. MINIMUM OF 6" OF 3500 PSI, 28 DAY PAINTED GREEN 2'x4" WITH ROD TRENCH BOX OR OTHER (OSHA ACCEPTABLE AT TOP OF EXCAVATION ALL FITTINGS SHALL BE SDR 26. COMPRESSIVE STRENGTH CONCRETE OR T POST(DETECTABLE BY METAL NOTE: WATER MAINS \ \ TRENCH SAFETY SYSTEM SHALL BE LOCATED ON �� aTMr RUBBER RWRAP PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE DETECTOR, Y ABOVE GRADE) AN UNDISTURBED LEDGE. \ "A" 30 Yi OUTSIDE DIAMETER GROUND (PER ENGINEER). \ RENT SEAL co�ER DEPTH TO LATERAL TO BE SHOWN ON A MINIMUM OF 8' OF#8 STONE �LATERALS)ER. (TYPICAL ALL JOINT DETAIL OVER THE CONCRETE CAPPED "CLEAN"BACKFILL MATERIAL FREE OF ROCKS 1' WYE SHALL BE PLACED PRIOR TO TRENCH WIDTH SHALL NOT EXCEED BOX BACKFILAD . 12' RIGHT-OF-WAY, PROPERTY WIDTH BY MORE THAN 1 FOOT \\\ ETC. LARGER THAN 6" OR OTHER 1/4•(TYPICAL) 22.5'OF 45' FINISHED GRADE _RIGHT-OF-WAY, EASEMENT LINE SANITARY SEWER / /��\ �� /\ EXTRANEOUS MATERIAL. (COMPACTED TO 24'INSID DIAM / PREVENT SETTLEMENT). IN AREAS WITHIN 5' �- TRADCER WIRE 10'MINIMUM 10'MINIMUM OF ROAD SURFACE, BACKFILL PER =�" = °= \�/ --�•::- (1YPCIAL ALL LATERALS) REQUIREMENTS OF INDIANA DEPARTMENT OF ... ... .. .o.....• 2°- 12' 22.5'OR 45 5'MINIMUM-8'MAXIMUM WATER MAIN / TRANSPORTATION AND COMPACT FILL TO 95% ::s:::::= :::o �- (TYPICAL ALL LATERALS) D + 12'FOR PVC PIPE ...........q.......... / MODIFIED PROCTOR DENSITY. — 1/2 D + 6"FOR DI \\N\ 1/2' T JOINT j 114'(TYPICAL) � CAP FOR FUTURE SANITARY SEWER .A. JOINT /\\ \j #8 CRUSHED STONE OR NUMBER 8 ANGLE MUST BE BETWEEN 5/8' RISER RING THICxNESS 15'AND 45' CONNECTION (TYPICAL FRACTURED FACE AGGREGATE ANGLE MUST BE ALL LATERALS) D D \ FILL MATERIAL IS TO BE PLACED FROM 6 I OU�DE a�U 34.OR 36. c� BETWEEN 15'AND 45' FLOW \ / INCHES BELOW TO 12 INCHES ABOVE THE 30 Y8.OUTSIDE DIAMETER----I :- PIPE. MINIMUM 4" CONCRETE CAP SEE FIRST LAYER BEDDING TABLE BELOW /\ THE TRENCH SHOULD BE A MINIMUM OF 18 SECTION A-A REQUIRED, NOT TO EXCEED BEYOND i IF "A" IS IF "B" IS NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS / INCHES WIDE, SHOVEL SLICED, HAND TAMPED FIRST PIPE JOINT OF WYE: IF A MINIMUM F� -%'PER FOOT MAY NEED TO BE DEEPER FOR LONG \\/ r (TYPICAL ALL LATERALS) BUILDING LATERALS OR FINISHED AND WALKED IN. ADJUSTING RING DETAIL WYE 1S 20'DEEP, THEN CONCRETE li xyxy 10' OR MORE 10' OR MORE NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS NOT TO SCALE CAP IS REQUIRED AT THE ENGINEERS GRADES SLOPING AWAY FROM SEWER. #2 STONE AS REQUIRED BY ENGINEER FOR 0 CRUSHED STONE SHOVEL SLICED, HAND DISCRETION. MINIMUM CONCRETE 6"MINIMUM- UNSTABLE SOIL CONDITIONS - DEPTH TO \\� TAMPED AND WALKED IN. STRENGTH OF 3500 PSI, 28 DAY SECTION LESS THAN 18" LESS THAN 10' NO SPECIAL PIPE MATERIAL OR GRADE REQUIREMENTS STABLE GROUND PER ENGINEER---,J C\/\/ (BELL HOLE EXCAVATED) COMPRESSIVE STRENGTH. NOT REQUIRED FOR DUCTILE IRON TEE NOTE SEWER AS PER CONSTRUCTION PLANS ALL LATERAL BEDDING SHALL BE Ln Ln NOTE SEPARA71ON DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHALL AGAINST UNDISIIJRBED TRENCH. Q CONFORM TO INDIANA STATE BOARD OF HEALTH'S "ON-SITE WATER SUPPLY AND FIRST LAYER BEDDING TABLE PIPE SIZE A 8 MORE THAN 20' DEEP LESS THAN 20' DEEP i WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENTS - BULLETIN S.E. 13" PIPE SITE 6•TO 1r 18'&OVER NOTE DEPTH OF SERWCE LATERAL SHALL BE MEASURED MINwuM=s' MINIMUM=fo' FROM FINISHED GRADE TO THE TOP OF MAIN SEWER C3 BEMNG PIPE BARRELDAND BELL 18'AND GREATER D-24' D+18' LINE. = WELL/WATER SUPPLY&SEWER CROSSING DETAIL NOT TO SCALE PIPE REQUIREMENTS PER DEPTH ARE AS FOLLOWS SANITARY SEWER TRENCHING 3'-19' = SDR-35 20'-25' = SDR-26 w - 26' OR GREATER = SDR-23.5 z BEDDING AND BACKFILL DETAIL NOT TO SCALE SERVICE LATERAL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT NO SCALE M 3co STANDARD SPECIFICATIONS & INDIANA -04 4 DEPARTMENT OF TRANSPORTATION STANDARD N J .. O �Q� SPECIFICATIONS DATED 2008 __j W Q }o HORIZONTAL SCALE BRIDGE FILE X.t Q� _ ��,.,,,,,,,,,,,,,,,,, CITY OF CARMEL J(Y Q F—Q °\\ V OR iii��i v1Q Q'� �S'�% RECOMMENDED AS NOTED N/A �,o ��sTFR a FOR APPROVAL 1-24-08 131ST STREET I F VERTICAL SCALE DESIGNATION No. _ D IGN ENGINEER DATE TOWNE RD. TO DITCH RD. AS NOTED W Z� ' . PE 9300171 of Z }L 1 STATE OF LL' = SURVEY BOOK SHEETS ��o Q z T DESIGNED: JJV DRAWN: TB wZ= �s ,�D ANP SANITA SEWER 17A of 76 I co Lil° s � MISCELLANEOUS DETAILS o Transportation& , /OW- °� °' CHECKED: BE CHECKED: JV CONTRACT PROJECT Development Consultants � 06-09 I + / L,J a ro I , STA. 21+20 "S-1-A" I w 37.0' LT. MB l � � s STA. 44+95 dop — — — / , \ 21 .0 LT. 0— sow dOW 41 II v - - - - - - - - - - - - - - - E E E E E E E E E — E E E E E �? / E E E E E %—<?E E E -- E I I E T ---�—�\-- E — E �— E E E E E E — �� E— — �� —E_—E E— —E— E E r r I w / In T \ r HE -. _.._ _ iC:- - :_E3EiE --__. ❑HE -. - - ❑H ___.---- ❑HE. _ .-_.___.._- ❑EIC ___-_-___ EiE ...__-_- -- ❑HE -_ _ - ❑HE --___. HEIE - --_— ❑HE ... -_- ❑HE -- _ H HHE __-__-_— HHE _.__-____ ❑HE- - -_ _ HHE - —_ OHE - - 1'HE -- --- ❑HE - - w u m 1 131ST STREET 0 I w l+ 0 � 0 LINE "A" w LINE "A" — — 131ST STREET W (Ty�.) - w - w w �.TV— —�rV- _-- w w w cTV— w cry--cT v—-ITV - w - TV---DCTV—CTV-- C, CT TV—C T CTV- _-_ CTV—_.CTV. --C C-:T...-___ E:-iV__—_ I-V--_ CTV-. �_ o C Cl J CTV V CTV- CT G G G G G m G G G G G G G G G G G G G G G \ j r \ G G G G G FF \ G G G G G G G G G � !�J G G G G G G G G G G G G G -- G — G G G G G G G G G []fiE"—._._E-__.. HHEE-._-___- E ❑HE -E_ ---- - - HHE ----__-_-_.. Hi1E ------... ❑HE -...- -_-- EHC -- OHE - .._.___ OHf_ -- - - s \\ w \ w / \ LINE "B" - - - - - - - - - - - - STA 42+27 w \\\ // T — T - T — T — T - T _ T T— —T � T—T� '---i T -� 28.0 LT. , W w w /v w w w W w W w w w cV , �� / / LEGEND / ® CABLE DUCT MARKER ° fi- / / (Ex ac t Location & Arrow Direction to be POLE Determined After Cable Duct Location) MOUNTING BOLTS AND LAYOUT CONC. BASE WITH 1" CHAMFER: PER MANUFACTURERS TEMPLATE ©QS I 1 , I -- 4-1/c No. 4 COPPER IN 2„ GALVANIZED STEEL CONDUIT PROVIDE VERY HIGH QUALITY °f I 1 / SMOOTH FINISH TOP OF FOUNDATION ELEVATION S NN N r©Jf ------ 4-1/C No. 4 COPPER IN PLASTIC DUCT SHALL BE WITHIN 1” ABOVE TOP 2-4" PVC CONDUIT FINISH GRADE TO COVER ENTIRE FOUNDATION OF CURB ELEVATION OR AS -- DIRECTED BY ENGINEER. 1 1 cn '��`� ,� �i '� <% ��i��i�;�i I w / STA. 18+47 "S-1—A" _ — _ 3�4" PVC CONDUIT #6 AWG GROUND WIRE �� w I — — z / 17.0' LT. STREET LIGHT ASSEMBLY W I — —. — — — I ® TYPE 11 SERVICE POINT (120/240 VOLTS) © I ® HANDHOLE z GROUND RO LL_ ° ® CONTROLLER CABINET AND FOUNDATION, PI, MODIFIED PROVIDE #6 VERT. BARS, CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT PLUS o z PROVIDE #3 TIES AT 3 O.C. AT TOP, ° REMAINDER #3 TIES AT 12" O.C. ONE r CONDUIT AT FOUNDATION CLOSEST TO SERVICE I PEDESTAL FOR FUTURE IRRIGATION WEATHER STATION O AND CONNECTED TO SERVICE PEDESTAL WITH PULL STRING ck� I z 30" DIA. FOR w AT OWNERS DIRECTION AND WHERE APPLICABLE. MINIMUM I / POLE TYPE A, OF THREE ELBOWS IN FOUNDATION REQUIRED. <r POLE BASE DETAIL N NO SCALE I r ------------ N J j N . 3 ~J J O U Q/-O N U)X �� CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE -- ��Q�Q ��•�� E� '"%,; z C-) Q� RECOMMENDED 1 "=Z0' N/A �� RFo �� == FOR APPROVAL 4-01-08 131ST STREET VERTICAL SCALE DESIGNATION ,Q NO. DESIG< U&INEER DATE TOWNE RD. TO DITCH RD. NA LLJ }w ' _;0 10809004 W LL LJ°Q z STATE OF ? DESIGNED: B.E. DRAWN: T.B. SURVEY BOOK SHEETS wz= - � ��o�ANP LIGHTING & CONDUIT PLAN 18 of 76 w w�w o -,. �S'd' �C� . X�o�� —�� Transportation& TONAL CHECKED: J.V. CHECKED: B.E. CONTRACT PROJECT Development Consultants �r+semi „ �a�"' 06-09 0 O °o c + + + SIGN LEGEND Qj O �A NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS CrJ © REMOVE EXIST. SHEET SIGN & SUPPORTS LO © RELOCATE EXIST. SIGN ON NEW POST(S) --- �' DO NEW SIGN AND POST(S) + QE DECORATIVE STREET NAME SIGN ul) ,n �"I �F RESET DECORATIVE SIGN + p + F1 RESET DECORATIVE SIGN AND ADD NEW SIGN N ® RESET DECORATIVE SIGN AND LIGHT I 131ST STREET LINE "A" PAVEMENT MARKING LEGEND ® LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES E-4 © LINE, THERMOPLASTIC, BROKEN WHITE, 4 INCHES BEGIN PROJECT ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP STATION 37+64 ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 6 GAP w ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES ® LINE, THERMOPLASTIC, SOLID YELLOW,6 INCHES 4 INCHES 0 j B _ LINE, THERMOPLASTIC, SOLID YELLOW, 8 INCHES (Stop Ahead Sym.) D ® TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES II �� W2-6 39+60 ® TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES 3�1 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES III ' wNE Ronp) Q; TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) VV16_8 J (s r) ® TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW JJ W13-1 ® UNE, REMOVE III O O +77 I + + + + 0 l ` W11-2A _ SPEED -- 21+22 21 LIMIT R2-1(40) "S-1-A" ! 4 0 D o 21+16 C "S-1—A" YIELD ------ R1_2 20+75 & D SPEED! "20+87" i i 1 LIMIT j R2-1(45) S W2-6 45 4 300' (Typ.) ' I ---- �. E g i i W16-8 C�owt� R YI .BIKE ROUTE..i X111-2A I W13-1 44+5 — ---------------------- — ------- ---- ------- 44+97 (Info.) 47+59 I 1 ^ D p D I 7 (Stop) � 31 LO 4 :; (Stop Ahead L°J (Stop) �� ead Sym.) L� � , + E p R6-1R R6-1R t `� T__4 �+ 131 ST STREET LINE "A" I p top) �� R6-1R • R6-1R E • B a ['� E-� 4 i (Stop) P -'- --T--------------------------D Z � g % R6-1R � � 46+04 a D , d>. ''SPEED'', T 42+26 D 42+60 T , R2-1(40) '' LIMIT '', /'/,, ,ij i; GREECRQF1 S1• x M 1N11-2A R1-2 4 0 ' w T 9 YIELD ' �, �4 31 ';�.BIKE ROUTE-, 0 E k - D 18+97 & R1-2 4 p 18+91 " 6 S-1—A" o w W11-2A o D U 18+45 U) "S-1—A" Q � SPEED o R2-1(40) UM/T 40 J 18+00 D 6 � "S-1—A" Ln Y" m +91 Lo , L U Z7 W W TO cn J CITY OF CARMEL HORIZONTAL SCALE BRIDGE N/A Q� ,,,, o�EY\srEC�F RECOMMENDED �� o Q7 qsG RFO 'P��' FOR APPROVAL 4-01-08 131ST STREET _ N/A DESIG GINEER DATE TOWNE RD. VERTICAL SCALE DESIGNATION Q � _ � N0. � = TO DITCH RD. BOOK SHEETS w < ' . 0 10809004 W - `, SURVEY r w STATE OF ,- DESIGNED: B.E. DRAWN: T.B. PAVEMENT MARKINGS & 19 of 76 w w o Transportation& °'�� o � ��ff ONAL CHECKED: J.V. CHECKED: B.E. SIGNING DETAILS CONTRACT PROJECT x o,y� Development Consultants 06— 0 0 0 0 0 0 0 Lm Lm Lm LO LO LO LO J_I J 2 m� oNO� R6-3 ^ AY 55+32 F1 55+20 O O LO .+ O � � / ® R6-1 R LO n o 52+35 D + O +I 131ST STREET _ c LINE "A" di C) �° p co C) Q ----------------------- - ►--� ---------------------- ----------- ------ 0-4 ---------- --------- ------ _ -------------------------------------- _ , Stop)-- ----- - ----- ----- ---------- -_ - - � (Stop) - - _ = _ _ _ _ _ -- - - _ _ _ _ - - - - _ JE__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O A 4' Min. 0 GREENCROFT ST. E � GREENCROFT ST. 51+90 F1 - � E� (T� ) 55+25 — - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - __ III 55+75 -TREE-- NAM [� W _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F 52+52 S TR F- T J A M E ; I TRUE] NAME it III ►► � III w III I;` 1 -CIF -- NAM1 III III R1-1 III III � ' III ° 'II III III III III ^. OR1-1� III III o III III R6-3 O O O O O O + + + + + .{o.. SIGN LEGEND cc •-.4 C\2 m U NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS LO LO CD CO CC C� © REMOVE EXIST. SHEET SIGN & SUPPORTS s TR f E-1- N A M E'; - © RELOCATE EXIST. SIGN ON NEW POST(S) --- -_- TR E E T N A M "_ �FET NAM--- II ill !"-TREET-NAME I TF DO NEW SIGN AND POST(S) - �E DECORATIVE STREET NAME SIGN III III III II O RESET DECORATIVE SIGN - �', III III III III III III F1 RESET DECORATIVE SIGN AND ADD NEW SIGN R1 1 II III III I III ® RESET DECORATIVE SIGN AND LIGHT ONG I II R1-1 III I I C : ,� III I III III PAVEMENT MARKING LEGEND III A may/ � ,<r III ® LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES R6-3 58+75 0 ° W11-2A 62+75 © LINE, THERMOPLASTIC, BROKEN WHITE, 4 INCHES AY D W11-2A 59+91 62+45 0 ., ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 6' GAP O - D D ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES ------ ------------------------- ® LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES R6-1R — ® LINE, THERMOPLASTIC, SOLID YELLOW, 8 INCHES LCD ® ©9 TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES E5 I �) M ® TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES Rc—+0 + 0 + + + 62+90 D p 63+05 � 131ST STREET � �v_ b � 30 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) LINE "A" ° TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW Ic 0 0 cS r,� ® LINE, REMOVE w -------------------------------------------------------------------------------- --------------- f--a ---- -- ----------- ------------------------------------------ ---------------- ----- ----------------------------------- - -- � p F1 59+44 p ------------------- _ 58+30 (60 U 62+19 E ��\ �� 0 A z �i W11-2A 58+60 4' Min. ; ; W11-2A 62+67 63+20 (TYP ) ; ; O R1-1 EL E-+ -----------------------STREET NAMP" E—, N III i;sTREET NAME"' o III III ° III III A o R6-3 ' ' III p 17 oa II 59+44 SAY I III III �o m -_ -- R1-1 _. i i c� 0 ,TKEEI NAIvIF_ II _ k , � -----� � II III o RFFT NN v�E; -- --- - {II III 1 Y N �I o �N� (Y 4 L F- - -I CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE :7E -->�(L o °`Q�V�G�STE C�F RECOMMENDED 1 "=30' N/A z RFO �,��% FOR APPROVAL 4-01-08 131 ST STREET VERTICAL SCALE DESIGNATION Q NO. DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A W � • ,p 10809004 SURVEY BOOK SHEETS LJ � STATE of Z DESIGNED: B.E. DRAWN: T.B. PAVEMENT MARKINGS & LLI w ,.mss ENO nNP �� 20 of 76 X �� CONTRACT PROJECT LL Wo �r x �� Transportation& TONAL CHECKED: J.V. CHECKED: B.E. SIGNING DETAILS Development Consultants i,,1 01; iii W��°c.�� 1 _ 06-09 o ° 0 LO ° cc cfl 0 ca co '�STREE_T_NAME W11-2A !i_STREET NAME;; 70+16 - ----------------- _ - - - - - - - - - - - - - - - - - - - R1-1 . ..' HAVERFORD ROAD - - - - - _ - - _ - - - - - - - - - I 65+22 — _ _ _ - - - - - - R6-3 -- 0 65+6�5� � AY E O + O + R6-1R ® 4 � LcIll "')l + + 69+80 D + NO CHANGEI REQUIRED ETODEXIST. SIGN & SUPPORTS © REMOVE EXIST. SHEET SIGN & SUPPORTS o 131ST STREET LINE "A" © RELOCATE EXIST. SIGN ON NEW POST(S) @ NEW SIGN AND POST S O DECORATIVE STREET NAME SIGN + + +I QF RESET DECORATIVE SIGN W F1 RESET DECORATIVE SIGN AND ADD NEW SIGN L ------------------------- — ® RESET DECORATIVE SIGN AND LIGHT ------------------ ---------------------- �--� -------------------------------------------------------------- PAVEMENT MARKING LEGEND --------------------------- ,� --------------------------------------------------------- ,-� i 0..4 = — — — — — — — — — — — — — _ E � �J ll� �� ® LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES E ____________ - - - - - - - - - - - - - - - - — �� 69+64 / Q LINE, THERMOPLASTIC, BROKEN WHITE, 4 INCHES 64+86 FRONTAGE PLACE �// ; ', ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP - - - - - - - - - - - - - _ - - - - - - - - _ _ _ _ _ _ _ - - - - - LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 6 GAP - - - - - - - - -_ —_ —_ —_ - - - - - - - - _ p 69+90 QIi ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES 69+50 F R1-1 ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES ® LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES F1 65+29 W11-2A .b © LINE, THERMOPLASTIC, SOLID YELLOW, 8 INCHES Q TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES – ® TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES R1 1 31 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) ® TRANSVERSE MARKING, THERMOPLASIIC, LANE INDICATION ARROW o R6-3 i4 LINE, REMOVE AY ° O O -- + + + u F EE.T-NAME i G\2 ---------------- ------------------ R1 1 �r r if ------------- i I 71+61 I F HAVERFORD ROAD E C Q + + 00 T__q LINE "A" 131ST STREET .� E4 D 71+70 ®R6-1R ►�-- w � x z J a LJW= cn cn� Qo iw z_ �s wo Q � i nU n v Ln cn� 3 � o t s�r,� CITY OF CARMEL HORIZONTAL SCALE BRIDGE IL Ei o —� ,��,��,�,�n, I, �I�� „�� 1”=30' N/A ;� \\APO�� FoFI/' FOR 131ST STREET VERTICN LASCALE DESIGNATION Y U Un ��sTER 'P '° 4-01-08 S o NQ, DESIG GINEER DATE TOWNE RD. TO DITCH RD. 10809004 SURVEY BOOK SHEETS ' • IGNED: B.E. DRAWN: T.B. PAVEMENT MARKINGS LLJ STATE of Z DES PROJECT 21 of Z F IND i pNP CONTRACT � �zz p ��/ONAk- �0" CHECKED: J.V. CHECKED: B.E. SIGNING DETAIL U / Trans ortation& o " 06- W 01 o Development Consultants o ' 0 0 0 0 0 C) 0 co co co co co co FRLET - - STREET NAMFi m z R 1 1 Nlff,- o 80+17 % `�.�`� 80+84 R6-3 . F1 `� �\ E W11-2A 81+20 ., O --------- D------- - ---------------------- ---- O -- ----------------------------- LO + cc LO SIGN LEGEND (Info.) B 0 0 0 0 oA NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS REMOVE EXIST. SHEET SIGN & SUPPORTS RELOCATE EXIST. SIGN ON NEW POST(S) NEW SIGN AND° 131ST STREET LINE "A" QE DECORATIVE STREET NAME SIGN 00 N 0 � Q RESET DECORATIVE SIGN E� +I +I Ft RESET DECORATIVE SIGN AND ADD NEW SIGN RESET DECORATIVE SIGN AND LIGHT W ----------------------------------------------------------------------------------------------------- PAVEMENT MARKING LEGEND r--� ---------------------------------------------------------------------------------------------- ----- ® LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES � E 80+00 � � D 21 LINE, THERMOPLASTIC, BROKEN WHITE, 4 INCHES 0 ; ; 80+94 LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP 80+09 A / ^� % W11-2A w ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 6' GAP � -- �� ; , ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES �kE- I NAME; E..� - '- -- E--+ ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES �i LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES � ';STK�E1 NAME___;; � III III o Iq F1 80+70 ® LINE, THERMOPLASTIC, SOLID YELLOW, 8 INCHES III � III III III III ©9 TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES III III ' I D ® TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES III III II I III i R1-1 31 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES III III III III i ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) III III III = II I ' i TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW III III i II R6-3 . ® LINE, REMOVE AY O ® O O O O ® o O 0 0 0 0 0 0 0 0 0 cc � c+o o -� c2 m co co co co °' II iii o� oa o oa If II III � III � l o II► i l ill Z ►I I III W II► ; � ii III � III II R1-1 �a I I I III l i III ; I 'I 3 III I j -- - -- - 'I I V-J R E E f N/' ,I-[ � I - R6-3 90+19 i i II II TE--E- 1 NAM L 90- �i F1 IF � I I 90+08 E - 0 O ------------------------ LO 92+95 p --------------------------------------------------------------------------------- + Ped. Xing) (Ped. xin(J) END CONSTR. LO LL B B STATION 94+35 � 20 . 0 - - - - - - LINE " " 131ST STREET ono N 0 o rn 6 E-+ 'l +I 0 - - - - - - w ------------------------------- --------------- _ ---------------------------------------- _ _------------------- ----------------- ------------------------------ Q C 88+65 ; W2-2L w= Q� E� w .z co a in Y N LnJ _ L 3 <. z CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE Q ��ST R�/r P ' 1"=30' N/A D-o P �G F F RECOMMENDED 4-01-08 131ST STREET �- Q- o l � FOR APPROVAL VERTICAL SCALE DESIGNATION _ NO. _= DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A 10809004 w -- w ' . 08090 w T� QQ__ SURVEY BOOK SHEETS z 0< STATE OF = DESIGNED: B.E. DRAWN: T.B. PAVEMET MARKINGS & LLJ z z ENO I N0, Q� CONTRACT 22 PROJECT 76 LJ w o Transportation& "'��ONAL ��``° CHECKED: J.V. CHECKED: B.E. SIGNING DETAILS AILS Development Consultants "'u „ '"j° 42+26 "A" + + + W11-2A V) C) CG CO + 11-- v-4 C\2 V) C\2 C\2 42+60 "A" ,' 4 R11-2 D �nEI.D '' ' 44 44 (EE APPRX. 1160' R1-2 / \IF > II 20+75 & --------------------------- 20+87 D D W11-2A -------------------------------------------------------------------------------------------------------------- % R6-1R — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — wool 1 TOWNE RD. 31(Stop) D III I I 1 3 C II BEGIN CONSTR. TOWNE RD. E :3 R 185' (T I pp II STATION 16+54 R6-1R 9 ` 0 + 11 0 4- 20' 1 06 R 6" —1—A IS IIR LINE �i A LINE "S-1-A"--' LINE "S-1-A" E ------- 31 (Stop) TOWNE RD. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (D R6--1R —Ro Ir H D E-I -------------------------------------------------------------------------------------- ------------------------- % 15+80 1l-------------------------------------------------------------------------------------- ----- -------------------- \@ 16+80 18+45 W11-2A 0 C ------------------ D SPEED: 22+50 W2-6 R3-8 (MOD.) LIMIT 18+97 &N�-� lo 16 MIT 21 R2-1(40) W4-2 18+80 i 40 : R1-2 31 Ri-2 APPRX. 1160' W16-8 W13-1 YIEW D II 44+59 100' (Typ•) 200' (Typ.) ` , -- W11-2A II D 44+97 "A' 4/-6) =7:1 I cn Lai TOWNE RD. 111 — — — ° = ° ° ° ° ° -- � � — � � � � � � � � � =4 / — — — — — — — — — — — — - II + + + + II C\2-:t4 C\2 Ln C\2 co CZ*—\2 SIGN LEGEND NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS W2-6 REMOVE EXIST. SHEET SIGN & SUPPORTS RELOCATE EXIST. SIGN ON NEW POST(S) W16-8 NEW SIGN AND POST(S) DECORAT1VE STREET NAME SIGN R3-8 (MOD.) W13-1 RESET DECORATIVE SIGN 22+87 IK 23+87 R4-7 RESET DECORATIVE SIGN AND ADD NEW SIGN D RESET DECORATIVE SIGN AND LIGHT O co PAVEMENT. MARKING LEGEND - 24+45 LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES LINE, THERMOPLASTIC, BROKEN WHITE, 4 INCHES LINE, THERMOPLASTIC, DOTTED MITE, 8 INCHES, 2' LINE, 2' GAP 185' ------- LINE, THERMOPLASTIC, DOTTED MITE, 8 INCHES, 2' LINE, 6' GAP — 20' (Typ.) (Stop Ahead) END CONSTR. LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES 0 STATION 27+00 LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES di LINE "S-1—A" LINE, THERMOPLASTIC, SOLID YELLOW, 8 INCHES E-I I TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES C/O 26 TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES TOWNE RD. (OM-3p) (OM-3L) TRANSVERSE MARKING, THERMOPLASTIC, MITE YIELD LINE, 27 INCHES TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW < B LINE, REMOVE Qo Iw 10 Q) J" � C-) Lc�- >z UHORIZONTAL SCALE BRIDGE FILE CL///pi,/r 1,�;f c'D J. CITY OF CARMEL RECOMMENDED 1"=30' N/A FOR APPROVAL 4-01-08 131ST STREET VERTICAL SCALE DESIGNATION < NO �n DESIGr�rtWGINEER DATE TOWNE RD. TO DITCH RD. N/A Lj n U �j -;0 10809004 LU Z :�j - VEY BOOK SHEETS LJ o< 0 STATE OF DESIGNED: B.E.B.E. DRAWN: T.B.T.B. D:: �-- 110 PAVEMENT MARKINGS & L�l (-)z 23 of 76 L� '�' <� L, LLJ 0 ch ,/0 Transportation& CHECKED: J.V. CHECKED: B.E. CONTRACT PROJECT N A 1- Development Consultants SIGNING DETAILS 06-09 O O + + + + + LEGEND (wetlands) GEOTEXTILE FABRIC (wetlands) (wetlands) INLET PROTECTION 64 TEMPORARY SILT FENCE coNSTR. STONE BAG CURB LIMITS "�—L-1 DROP INLET PROTECTION ^ ^ . .............. . ..................... . ..................... . .............. ..... . . ..................... . .................... . .. .. .. ... ... REVETMENT RIPRAP OUTLET PROTECTION ON GEOTEXTILE woos + (woods) TI ON LINE==== _ _ __ = - -N 89'32'59" E I SEC 0 • 131ST STREET LINE "A" • _a r BEGIN PROJECT - - _ — _ _ - - - - - - - - - - - - STATION 37+64 _ - - - - - - - _____ - - - - - - - - - - - - �� . ... q11 _ • CONSTR. LIMITS nn) CONSTR. � /— .LIMITS / % E4 III — -- ------- IL JJ III III Ip — (pond) lu II II ® +1 O p p O O II I I P.I. STA. 43+74.71 "A' it I I A=00'02'18" l NO CURVE P.O.C. STA. 3+61.17 "B" = II I I RE-ESTABLISH SECTION ; P.O.T. STA. 20+39.66 "S-1-A" CORNER MONUMENT / I 1 / 1(yrvl.�l 1 I I P.I. STA. 20+00 "S-1-A" I 6 I r I I A=0014'05" RT. CONSTR. NO CURVE LIMITS, I I CONSTR. P.O.C. STA. 1+00 "B" _ I , » " I I LIMITS r P.O.T. STA. 43+10.02 A iii.,iii.�i...� -- ........ .. ` r " . ..... . il_ -l- ----- LJ1 itL.11liL- _5------=5=-=11 iLDS JL LZ911L \\ II . • I I I I 6 ••'. » » 1 (osph. walk) ^ •• (woods) w P.O.C. STA. 3+01.07 B = ---------- -- -- ---------------------------------------- --------- �\ ......... II •L 4r 0 I ( P.O.T. STA. 44+16.41 "A" . .. ............ ... ... . ...... LO (woods) + x -{– �' - - - - - - - - - — - - ' — _ _ - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1+ 1 N 89'32'59" E N 89'3517° E 131ST STREET LINE "A" . _ _ _ _ — r - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - - - - - _ — - ° E- 4 - -- - - 11 i 6 --------—----------------—---------------------------------- — ------------------------------- ----- -- ---- --- --- ---- -- ---- - z Il -- --- -6 — 11 I Z Vl ................. .... . .................. .....................• • LAJ V) CONSTR. - - a x 11 I CONSTR. %' LIMITS — /" . ............. LINE "B" I LIMITS E--+ n '"*�CONSTR. I o nl LIMITS (pond) i (Pond) "1 v Z P.O.C. STA. 2+11.43 "B" LJ (pond) p P.O.T. STA. 19+32.07 "S-1-A" y \ w i - o a - CITY OF CARMEL Y J HORIZONTAL SCALE BRIDGE FILE Q Q �� c� RECOMMENDED T"=30' N�A wo � T EgF�F�� , FOR APPROVAL 4-01-08 13 ST STREET VERTICAL SCALE DESIGNATION NO. DESIGl bbl DATE TOWNE RD. TO DITCH RD. N/A W . _)o 108090 04 w SURVEY BOOK SHEETS Z � STATE _ DESIGNED: B.E. DRAWN: T.B. EROSION CONTROL 24 of 76 woQ N � w zi =�sS� N0 '4- 99 �� CONTRACT PROJECT LLJ ° Transportation& °j'��, O N A L CHECKED: J.V. CHECKED: B.E. LINE A 06-09 x oEli Development Consultants + -F + + + + ` I I 31 :3= I I I my � L - - - - - - - - - - - - -- I I I i -------------------- I ------------------------------ os h I I (conc.) CONSTR. p ph �i LIMITS 4 I 4 o i i 4 ....................................... . ........................... .............................. ...................... .. .. .. i a I LO LO SECTION UNE I. N 89'35'17" E 131ST STREET UNE "A" U� --.-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U� w��'�'1 -_--_-_---=---------- ---- h' ---- ----/-- I -- 1----W-------�I --�c r — ---�_4--.4-- --___-_ ----_-_-_-------_--- _ -__-__d-M-_h-.( �� -- �- --�Wit- ------------------------------- -e f fn�- /r 4-�--.i('� .,' ¢-. --r-� /- -�-=1-r - r" - -- -_-----------__- �-/ - - ---------- --------------- ' { .-.err.Yri-. r .... ......................:: .-ti's tirr-t-rf - - - - - - - - _ _ - - - - = ---j - --_--_ - -- _ —_— _ _ _ - - - - - - _ _ _ _ - -- - - _ - - _ _ - - - _ (osph.) (osph.) CONSTR. LIMITS GREENCROFT ST. GREENCROFTST. uu(N� LEGEND — - _ - - _ -- • �'',��IiIjII I i I j II II I III III II I I I I O O O��I�II`IIIl�I II I I I \� �I�4J III1 I I IIIII I o I�III��III II�I -r-'I-I I I I-_--------------O O O-O-V-- -------------------------------_-O O O-_----_---_I I I -_'—;_S._. _/—_—_ _—_——_—_/ _ _—_—_—_--_——_�O O C—��__—__—�_ _, I I I //IIIIIIIII I I I O O C� __IIIII III II I I I I I I -,-__—__—_----- --- - - TILE FABRIC GEOTEX INLET PROTECTION TEMPORARY SILT F E NCE STONE BAG CURB TION INLET PROTEC REVETMENT RIPRAP OUT L ET PROTECTION ON GEOTEXTILE v__4 G\2 m XlI LIMITS CONSTR. LIMITS ............. . .. ;64 — (osph. alk)(osph. walk) . -_— -------------- -------- L------------------------------- – - - - - - - - - - - - - - - - - - - - u✓ 6 - CID r VW 7 FI��T..-�–L1 1.i I� `�— `,� –;,–--�;.�–Y�–i l,'7=....�•�' is –% I I �I I.• \IIIII I I II�I� o Q— l lII I I�I I I I i�I�I � I�I'I��/�I I'�I —.-rte—.--r,--.—,- --r--7—�--.�--�--�//--^7—'�- n- /,-,�-.-�---------•--\.��J•1,I�I ii'•r 1 I L ii�,_\IIIIIIIIIIII I I I I I o�� IIIIIIIII I I I •• .•' it LINE 131ST STREET N 89'35'17" E LINE "A" E"4 u IIIIII IIII�iiIIn Iiu u II I I I I I i I I I I f i i I I I i I I �j- w A • /• -- -/ [w E__4- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ – – – – – – – TT--------------- ----- - ' ,/77, T - -------- – – – °r -------- Q CONSTR. ..........LIMITS (asph.) ..... E-4 CONSTR. w LIMITS CONSTR. o o OMITS m wL � r2 II m F-I v 'c HORIZONTAL SCALE BRIDGE L CITY OF CA ME a N/A RECOMMENDED 1 „=30' 131ST STREET< FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION NO. DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A <W — }w ' . 0809004 w __ SURVEY BOOK SHEETS Z o< EROSION CONTROL o Q z STATE of DESIGNED: B.E. DRAWN: T.B. 25 of 76 LL �W° ;/��5 �NOI�� 1�T� �� /� �� CONTRACT PROJECT o�� 'Fransportation& " , TONAL ��`�� CHECKED: J.V. CHECKED: B.E. 1�I t� 06-09 t)evelopment Consultants "��u�� iii i ��o� P.I. STA. 70+53.25 'A' LEGEND d=0000'32" LT. NO CURVE RE-ESTABLISH SECTION GEOTEXTILE FABRIC CORNER MONUMENTS INLET PROTECTION TEMPORARY SILT FENCE STONE BAG CURB DROP INLET PROTECTION HAVERFORD STREET ^ REVETMENT RIPRAP OUTLET — — — - - — — — — — — — — — — PROTECTION ON GEOTEXTILE — — — — — — — — — — — — — — — —— — — — — — — — — sr= -----MUM (con c.)\va ve LL- UMITS (conc.)\valvet O ----------------- LLJ t^ 0 (asph. walk) (asph. walk) ————— = ----- ——- (asph. walk) 4C --//———1)1 K ---------------------- ---------- - + + - - _ — _ - -___ — _ _ _ _ _ _ ° -- — — — — — — — — — — — — — — — — — — — 131ST STREET SECTION LINE--\ N 89*35'17* E i i UILLi±Lil I i iL I f H 14 1 f I 114 t I I I I i I i f f i I 1 4 i I I f I i I j i 4, f j LINE "A" — — — — — — — — — -- - — — — — — —— - — — — — — — — — — — --------------- (asph. walk) 1=Z ——————————————————---—————————————— 777 - 777 7" 77 77, Z, W. ........... ........ . ... ........ r............. .. ........... ..... . - - - - - - - - - - CONSTR. FRONTAGE PLACE LIMITS — — — — — — — — — — — — — — — — — — — — — — E--4 --------------- E--4 + + + C12 IR14 LO t— r— ZI N HAVERFORD STREET CONSTR.—\LIMITS I (qrvi) . - -- -- N (grvij (asph.) . . . ............... ...................... ..... . ........ . ...... .................. . . .... . ....•.............•..................... 0 13--------------- C 0 (asph. walk) (asph. walk) + —— — — LL- --------- Li + — — — — — — — — — — — — — — — — - - - - - — — — — — — — — — — — — — -- - - - - - - - - - - - - - -- - — — — — — N 89*34'44* E SECTION UNE--\ N 89*3444" E LINE "A"--' ' 131ST STREET E--4 — — — — — — — — ------ ------------------------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — ------ (concj----- I --- ------------------------------------ ------------------------------------------- --- (asph. walk) (asph. walk ———— ,,ph walk ------- T —————————————— --------------------------------------- ————————————————————————————————————————— -————————————————————————————————————— —————————————————————————————————————————————— —— ———————————— ____(asph. walk) ...213.. . ....0.... ... ...................... .................. grvIQ i .... ...................... ....................... z Q L) CONSTR. E---4 CONSTR. L) U LIMITS LIMITS (woods) U, z C- D Ln U 7,06 C) IL j HORIZONTAL SCALE BRIDGE FILE U < CITY OF CARMEL C"i pL RECOMMENDED 1 "=,30' N/A 1�w 0 S T Ei�� 0 FOR APPROVAL 4-01-08 131ST STREET VERTICAL SCALE DESIGNATION NO. DESIA' UkINEER DATE N/A U� 't TOWNE RD. TO DITCH RD. LL a_ 10809004 z SURVEY BOOK SHEETS LL STATF OF DESIGNED: B.E. T.B. EROSION CONTROL L, 0< D: DRAWN: --T7 - LL 26 of 76 L� 11 L�j IND I PA�' U oil q L�j Q� L) D, _j[]�� Transportation& 0 N CHECKED: J.V. CHECKED: B.E. CONTRACT PROJECT X L-1 L�ib A L P LINE A Development Consultants W o�, 06-09 O O ii O O O O O ++ °+ °+ °+ °+ °+ °+ LEGEN D o� o •-� cat M �+ o �I o o o o 6 GEOTEXTILE FABRIC �� INLET PROTECTION o 64 TEMPORARY SILT FENCE III III '�I III ° STONE BAG CURB \r� III o III �� III �,� II DROP INLET PROTECTION � III III III III �' I °c� III �« J�� 1� REVETMENT RIPRAP OUTLET ., !1,, ' I '��, coNSTR. PROTECTION ON GEOTEXTILE CONSTR. LIMITS 4..•'• ' \\\`�� LIMITS o \ i .(NRo�S.. ^ ...... (9rvl.)� ... ...... . ..:........................... .................................................................... .... ..... . ..... .................................... ............... . .. . ............ . ..... . 0 4 I • 64 ------- ........ it - — - - - - - , - �(9�I:)< •�� .I. .i 4 s ti r— con II / — "— / —; I v, ,ten Q —(asph. walk) / II %/ /' —'{0�ply walk} _ _ - a --- -- II �L � v_ —�—_ ��_�_ —� —__ —�---- ! �cd1 (grd ---- j II \ I I + 7� I — _ ==� � ii - - -- - - - � � I i I - - - - - - - i - - � - - - - -� II - - - - - z - - - - - - - - - - - J �� SECTION LINE N 88'34'44" E 131ST STREET LINEi�"A" .: • r �� _ - - - - - - - 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — V1 - -I - - - — = --- 0 V1 I II �' i W --------------------------------------------------------------- -- II --------- -------------------------- — —r— —ter— — — — -ter L —T —" —T ' r--- f— , -- --- - 7 h. w Ik T i''/' ,i" / / /, s h. w Ik /'' ;i F—� i. / i /, / /,, /, F- - --- — — — — — — con . ...................... ..................Wiz...... mot_"._.LPL.— ...... ,/.' /' ,/ i ;%' ,/, — — -r�--- .`s'Ts"'rs-'F'i'�-t-F�� .-{-4'�.-4✓.'r.-�'.'��.�-r 4-r.'s-.--.w-G-.�r-i�4%rt-�-r-.-f-��rtiY=r`-6::: �1 � � �� • / ! 64 4 1 II• / / x CONSTR. }i / i CONSTR. LIMITS •I� / / 4 LIMITS �"' III ll� a I i E-' (mulch) III III y IIT o III• II ; � (mulch) __ ---- � (Pond) \ III iii II I � I II ��; �- III � III iii i' \ � \ III III III w III iii � � III III III w I II iii a III III III � III iii° i \ III III III = III iii i 1 III III II �� (Pond) I �V ` _-v(mulch) O I I _I I �� III O O O O _O-__—� � O + + + �`�/ -' + i III III + Z� oo v� �(b�� ) II I CO OO CO (mulehy = (cone.) —� �� II III O I II I /' �'� � � III w III � .� ; ; III o II► ► I I III Z III I (mulch) (mulch) I III W III I = III '� ' K ___ _�� / �� I'I �II 3 III ' � �°�� .— III I I '�� R � 0 G =____= �-—_______ �- _____= I I �s �� , , :—�_ _________ ___________ END INCIDENTAL CONSTR. CONSTR. �AjFO CREfK H STATION 94+35 LIMITS `� d�' �� OPEN ��i 4 ��H I vl �� (mulch/bushes) / (mulch/bushes) •• I�� II CONSTR• j (grvl. ... ... .... .. rip cp) �`v 4 4 �� ii LIMITS • :� - .. - --- -----------------•---•it'---___••-- -•---.._ ------- ---- -__'_------------ •.. _�� -� T ,- -7 �T - -,- - - - H- - / / : /, /: � // /,' ;i �. _ _ y, �' ( � ) I END PROJECT — h�;wane './, '/;; / as h. wa k 0 '(4sP ) / p as h. walk � I �� + ) \\\ , �� —� — STATION 93+00 woods \ � � \ _� % (trees/bushes) M \ `� - - - _1 - - - - - - - - - - - - - - - - - - - - - W \ \ — \ i SECTION LINE N 89'34'44" E \\ r SECTION LINE • LINE " " 131ST STREET E� - - - - - - - - - - - - - - - -____ _ -- _—=_--===_=- - - - - _—==_===- --____- - - - ___ - - - - - - - - - - - - - - - - _—==—==-__=_ - - - --- __=_ _ - - - - -, — - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - �� _ i I '/��/ __��-,--L�_ -- _ ----------------------------- ------------------- -------------- -- --- -----�•�T `-.�2_-------- ----------------- - -------_------------------ W - _ _ _ -- _ _ ------ ------------ -- +- - --r "".�-.--7 / h I -i / ,/ as wa k /, / U � / ;j a '% /'''� as h. a k /:• / i/ / i' / / ,ter —-._ ,--� / F�1 ,, �..-�+.�.-.-f��.-.-.-..-.,►-a�F+-.-r.-.-► w-► �.G-'.=i�r�.-anti-.4=.T.-=.-.-ti•.-.�.-r.-++�-�G�.:--«-:-:=t '. ' ". ':�G�/w.=�1��.=4�:�. — ------------------------------------------------------------------------- z ............................... ............ .............. . ... a i I • CONSTR. o • CONSTR. LIMITS ••'• %�� LIMITS o Proposed Drainage:�Ezt��in 0 0 'D _� J � U Cm O W r O Y N J E /�O w d� t CITY 0 CARMEL HORIZONTAL SCALE BRIDGE FILE �I wo ��Q� �G1STEq �<,, RECOMMENDED 1"=30' N/A `` Fo �� FOR APPROVAL 4-01-08 131ST STREET VERTICAL SCALE DESIGNATION Q NO. = DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A ' . 0809004 � � _ z I W EROSION CONTROL f SURVEY BOOK SHEETS oZZ , TAT OF ? DESIGNED: B.E. DRAWN: T.B. 27 of 76 w i �S F � _�� X o�� Transportation& ��' ��ONA L ��`°°�� CONTRACT PROJECT llevelopment Consultants �,,, ,, ,�,��, CHECKED: J.V. CHECKED_ B.E. LINE 06-09 - o 0 + , y'� O+ / -}- ' • -` III I I •: -f- + 1` , , 00 C� •-� C\2 I I I I C\2 C\2 LEGEND A I I I I P.O.C. STA. 1+00 "B" _ �, � GEOTEXTILE FABRIC I I P.O.T. STA. 43+10.02 "A"" � INLET PROTECTION P.I. STA. 20+00 0=0014'05" RT. 64 TEMPORARY SILT FENCE I� NO CURVE P.O.C. STA. 3+61.17 "B" = STONE BAG CURB ' ' I " P.O.T. STA. 20+39.66 "S-1—A" DROP INLET PROTECTION I REVETMENT RIPRAP OUTLET .I I PROTECTION ON GEOTEXTILE CONSTR. LIMITS. CONSTR . . ................. .. ....... .............. LIMITS. ------------------------------ ------------------------------ •••..,• I I LINE "B" � I I . ........ .. ... .--1 C/O - -,L - - w - - - - - - - - - - - - - - - - - CC 1� BEGIN CONSTR. - - - - STATION 16+54 �� \ _--- + _ _ _ _ _ _ _ _ _ _ = TOWNE RD. SECTION LINE N 0'07'52" E N 0'21'57" E + LINE "S-1—A" II LINE "S-1—A"—"'r S-1—A" � ``I R I I - - - - - - - - - - - - — — _� � - - — - - - - - - - - - - - - - - - - - - - - - - - - - ir) _ 00 --------------------------- ------------------------------ ..• ` ... 4 CONSTR. LIMITS ' I O ............................... . \- .. .. .. .. ` APP. EXIST. R/W ii I I I •,� 4 CONSTR. LIMITS ►� P.O.C. STA. 2+11.43 "B" = I P.I. STA. 43+74.71 "A" ------ P.O.T. STA. 19+32.07 "S-1—A" 1 I I •. '••• A=0010218 RT. 1 I I NO CURVE 1 I I � 11 4 II 11 I \ II P.O.C. STA. 3+01.07 "B" _ \ I I P.O.T. STA. 44+16.41 "A" + + + C\2 C\2 C\2 C\2 .. • 4 END CONSTR. C) STATION 27+00 + II y II T - - T - - - - - - - - - - - - - - - - - - - - - i"f- - - - - - - 'T - - - - - - - - - - - -- - - - - - — TOWNE RD. " - i � 4 Un z Q W cL 4 o Z 3: U O ' L l Y N N m - o �3 0 CY � W = CO ��"`' '""""'�""'6�� ,, HORIZONTAL SCALE I IL QCn� \\ �Y �C ,,/ CITY OF CARMEL ' � �G�SrER� ,p ,, RECOMMENDED 131ST STREET 1 -30 NSA `� o = FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION Q coz- ;6��j NO. /=_ DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A Li � R 1009004 DESIGNED: B.E. DRAWN: T.B. I — I SURVEY BOOK SHEETS °Z j 1 %mss SNpIANP EROSION CONTROL 28 of 76 L) ii p "� ONAL ��° �� 1 1 A �� CONTRACT PROJECT Trans ortation& CHECKED: J.V. CHECKED: B.E. LINE S — 1 -L`3 06-09 Development Consultants "°Iwl �,,,,,,,inv 1,1111 r CrA w City of Carmel I _ ... C r (Extraterritorial jurisdiction] tr Jf. d: I � +� r iy A 180081 r`�'•�. May .1 �< C .,--- rr ///l'Y • .. 1 .' Y _ I CL ONE A. -.. •. -. 3T /ST � �T �_.., C tA 131 st S10 I/ r MM PR r CREEK rk ,-� AREA 3 r P n B r 1. .• , m /ZONE x rt rA y y . PROJECT m y' Y� '� ` ? 'y a O' v lilt r +, Rl , AREA zoNE x rJ••,` °" � C r ti lr A _ Br MB IN. ZONE X — AREA OUTSIDE OF THE 500 YEAR FLOOD PLAIN WITH MINIMAL FLOOD HAZARD 3 A18 A EROSION CONTROL PLAN INDEX (CONT.) EROSION C 0 N T R 0 L PLAN INDEX B 1 — POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES BROOKSTON SILTY CLAY LOAM (BR) MIAMI SILT LOAM (MmB2) THERE IS POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY INCLUDING This nearly level soil is in depressions, on This gently sloping soil is along A3 — NARRATIVE DESCRIPTION DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER flats, and in narrow drainageways between drainageways that corss areas of ROAD RECONSTRUCTION ALONG 131ST ST. WITH PROPOSED CURB & GUTTER, PETROLEUM PRODUCTS. IT IS UNAVOIDABLE FOR A SMALL AMOUNT OF THESE POLLUTANTS TO better drained soils on broad, undulating somewhat poorly drained Crosby soils. RECREATIONAL PATHS, STORM SEWER, ASPHALT ROADWAY AND SODDING. PROJECT CONTAMINATE SOIL IN THE GRADING AND CONSTRUCTION OF THE SITE. THERE IS ALSO POTENTIAL plains. Slopes are 2 to 6 percent. Runoff is LIMITS ARE FROM TOWNE RD. TO DITCH RD. WITH A ROUNDABOUT PROPOSED FOR THE FOR SOLVENTS, PAINTS, SOLID WASTE AND DEBRIS FROM CONCRETE PLACEMENT. Slopes are 0 to 2 percent. Runoff is very medium. Moderate erosion is the main 131ST ST. / TOWNE RD. INTERSECTION. ADDITIONAL ROADWORK IS PROPOSED ALONG B2 — SEQUENCE OF STORMWATER QUALITY MEASURE IMPLICATION slow. Wetness is the main limitation. limitation. TOWNE RD. 300 FEET SOUTH OF AND 600 FEET NORTH OF 131 ST ST. PRE—CONSTRUCTION ACTIVITIES A5 — LEGAL DESCRIPTION OF SITE 1 . DESIGNATE A RESPONSIBLE PARTY FOR COMPLYING WITH THE ONSITE STORM WATER POLLUTION PREVENTION CROSBY SILT LOAM (C[k PATTON SILT LOAM (Pn) THE PROJECT SITE IN HAMILTON COUNTY IS LOCATED IN SECTION 28, TOWNSHIP 18 PLAN (SWPPP). COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2 911 This near) level soil is on broad plains, NORTH, RANGE 3 EAST AND IN THE EAST HALF OF SECTION 29, TOWNSHIP 18 NORTH, y p This nearly level deep, poorly drained soil RANGE 3 EAST IN THE CLAY CIVIL TOWNSHIP IN THE CITY OF CARMEL, INDIANA RAINFALL AND/OR A MINIMUM OF ONE TIME PER WEEK. on ridge tops in rolling areas, or in !ow is in broad depressions and drainageways 2. NOTIFY IDEM RULE 5 COORDINATOR (317-233-1864) AND THE CARMEL STORMWATER ADMINISTRATOR, drainageways. on lake plains and terraces. Wetness is A7 — HYDROLOGIC UNIT CODE AMANDA FOLEY (317-571 -2441 ) WITHIN 48 HOURS OF STARTING CONSTRUCTION. CONTRACTOR SHALL 05120201090060 SUBMIT SWPPP PER INDOT STANDARD SPEC. 108.04 & SECTION 205. Slopes are 0 to 2 percent. Runoff is the main limitation. A8 — _NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS 3. POST THE CONTACT INFORMATION OF THE RESPONSIBLE PARTY FOR THE SWPPP AND A COPY OF THE IDEM slow. Wetness is the main limitation. THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED HOWEVER OUTLET PERMITS ARE NOI ONSITE. THE SWPPP SHALL BE ONSITE AND WEEKLY REPORTS NEED TO BE AVAILABLE WITHIN 48 REQUIRED FROM THE HAMILTON COUNTY SURVEYOR. HRS OF A REQUEST. A9 — SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE SITE PROJECT CONSTRUCTION STORMWATER DISCHARGES WILL OCCUR INTO DETENTION PONDS AT 39+80 RT, STR. 107A (42+27), 4. HOLEY MOLEY SHALL BE CONTACTED 48 HOURS PRIOR TO STARTING CONSTRUCTION. STR. 106 (44+53), STR. 71 (82+53), AND STRUCTURES 100 & 101 . DISCHARGES INTO A STORM 5. INSTALL TEMPORARY SILT FENCE AT LOCATIONS SHOWN ON PLANS. SEWER SYSTEM THAT OUTLETS INTO A NETWORK OF DETENTION PONDS OF THE VILLAGE OF WEST CLAY 6. INSTALL TEMPORARY INLET PROTECTORS AS SHOWN ON THE PLANS IMMEDIATELY AFTER THE EROSION CONTROL PLAN INDEX (CONT.) SUBDIVISION OCCUR AT STRUCTURES 20, 25, 28, 31 , 34, 38, 43, & 57B. THE NETWORK OF PONCES RESPECTIVE PROPOSED STRUCTURES ARE INSTALLED AND PRIOR TO CONSTRUCTION ACTIVITY ULTIMATELY DISCHARGE INTO ELLIOTT CREEK OUTSIDE OF THE PROJECT LIMITS. DISCHARGES AT STR. 80 ADJACENT TO EXISTING STORM SEWER STRUCTURES. INSTALL ALL PROPOSED STORM B13 — MATERIAL HANDLING AND SPILL PREVENTION & 83 OCCUR INTO ELLIOTT CREEK. SEWERS BEGINNING AT THE DOWNSTREAM END WITH SUMP TYPE STRUCTURES. SPILL PREVENTION SHALL UTILIZE BMP CN-104 OF THE CITY OF CARMEL STORMWATER A10 — LOCATION AND NAME OF ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE 7• PERFORM NECESSARY EXCAVATIONS AND REMOVALS PER PLANS. TECHNICAL STANDARDS. SPILL GUARDS SHALL BE USED IN EQUIPMEMT PARKING AREAS. ELLIOT CREEK CROSSES 131ST ST. AT STATION 87+50, DETENTION PONDS ASSOCIATED WITH THE 8, GRADE SUBGRADE TO PROPOSED PROFILE AND PEFORM SPECIFIED SUBGRADE TREATMENT. MATERIAL HANDLING SHALL BE PERFORMED AS RECOMMENDED BY THE MANUFACTURER. VILLAGE OF WEST CLAY SUBDIVISION ARE ADJACENT TO 131ST ST. ON THE SOUTH SIDE AT STATIONS 9• INSTALL UNDERDRAIN SYSTEM. ANY NECESSARY DEWATERING ACTIVITIES SHALL UTILIZE A SC—DW ON—SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGE CAPACITY DIRECTLY 41 +00, 46+00 AND 82+50. WETLANDS WERE DELINEATED BY OTHERS NORTHWEST OF TOWNE ROAD 46 Z FLOGARD (TM) DEWATERING BAG OR APPROVED EQUAL. BELOW THE TANK IN CASE OF RUPTURE. ANY HAZARDOUS MATERIAL SPILLAGE SHALL AND 131ST STREET OUTSIDE OF CONSTRUCTION LIMITS. 10. PLACE SPECIFIED PAVEMENT SECTION AND INSTALL CONCRETE CURB & GUTTER. BE COLLECTED AND/OR CLEANED IMMEDIATELY BY A TRAINED INDIVIDUAL AND DISPOSED 11 . GRADE RECREATIONAL PATHS AND ADJACENT AREAS. INSTALL PROPOSED PATHS. COMPLETE OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. All — IDENTIFICATION OF ALL RECEIVING WATERS REMAINING IMPROVEMENTS. INDIANA DEPARTMENT OF NATURAL RESOURCES (317)233-3870 THE DISCHARGE FROM THE DETENTION PONDS AND STORM SEWER SYSTEM IS ELLIOTT CREEK. 12. TEMPORARY SEED ALL DISTURBED AREAS WITHIN FOURTEEN DAYS. CARMEL FIRE DEPARTMENT (317)571 -2600 POST CONSTRUCTION ACTIVITIES Al2 — LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER 13. STORMWATER POLLUTION PREVENTATIVE PRACTICES SHALL REMAIN IN PLACE UNTIL SEDIMENT POLLUTION FROM SITE DISTURBING ACTIVITIES SHALL BE REMEDIED BY EROSION VEGETATION IS SECURE. SEDIMENT WILL BE REMOVED FROM SEDIMENT CONTROL CONTROL MEASURES. ALL SOLVENTS, PAINTS, AND SOLID WASTES SHALL BE PROPERLY PROPOSED UNDERDRAIN SYSTEM (SEE TYPICAL SECTION AND CROSS SECTIONS) PRACTICES AFTER THE SITE IS PERMANENTLY STABILIZED. DISPOSED OF IN ACCORDANCE WITH BMP CN-105 AND BMP CN-106 FROM THE CITY OF A13 — 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES CARMEL STORMWATER TECHNICAL STANDARDS. A CONCRETE WASHOUT AREA SHALL BE PER FEMA COMMUNITY PANEL 18057CO205F & 18057CO206F, EFFECTIVE 2/19/03 (SEE MAP). NO B3 — CONSTRUCTION ENTRANCE UTILIZED AS SHOWN, PROPERLY MAINTAINED AND REMOVED AT THE CONCLUSION OF AREAS WITHIN CONSTRUCTION LIMITS. CONSTRUCTION ENTRANCES FOR THIS LINEAL PROJECT SHALL BE DETERMINED BY CONTRACTOR. CONCRETE ACTIVITIES WITH DISPOSAL AT AN APPROVED WASTE SITE. A14 — PRECONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE B4 — SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS B14 — MONITORING AND MAINTENANCE GUIDELINES SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS ACCORDANCE WITH INDOT STANDARD THE PRE—CONSTRUCTION/POST—CONSTRUCTION DISCHARGES AT LOCATIONS LEAVING THE PROJECT LIMITS MONITORING AND MAINTENANCE SHALL BE IN INCLUDE 10—YEAR & 100—YEAR RATES OF 21 .05 CFS/23.30 CFS (10—YR) & 31 .46 CFS/33.85 CFS B5 — SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS SPECIFICATIONS. (100—YR) AT 59+61 RT; 8.42 CFS/11 .63 CFS (10—YR) & 12.49 CFS/17.29 CFS (100—YR) AT 70+15 SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS B15 — EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS RT; 4.33 CFS/3.04 CFS (10—YR) & 6.48 CFS/4.52 CFS (100—YR) AT 86+95 RT; 4.61 CFS/5.49 CFS B6 — STORM SEWER INLET PROTECTION MEASURES NOT APPLICABLE. (10—YR) & 6.90 CFS/8.14 CFS (100—YR) AT 88+20 RT SHOWN ON PLANS. UTILIZE GEOTEXTILE FABRIC DROP AND STONE BAG CURB INLET PROTECTION Cl — PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE A15 — ADJACENT LANDUSE PER CHAPTER 7 OF THE INDIANA STORM WATER QUALITY MANUAL (ISWQM). THERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH VEHICLES INCLUDING FUEL, HYDRAULIC — LANDUSE IS SINGLE—FAMILY HOUSING ALONG THE PROJECT. B7 RUNOFF CONTROL MEASURES FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. NOT REQUIRED ON THIS PROJECT A16 — BOUNDARIES OF DISTURBED AREAS 88 — STORMWATER OUTLET PROTECTION MEASURES C2 — SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION CONSTRUCTION LIMITS SHOWN ON THE PLANS SHOWN ON PLANS. UTILIZE OUTLET PROTECTION PER CHAPTER 7 OF THE ISWQM. STORMWATER QUALITY MEASURES ARE IMPLEMENTED WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS. z C3 — DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES A17 — IDENTIFICATION OF EXISTING VEGETATIVE COVER B9 — GRADE STABILIZATION STRUCTURES POST CONSTRUCTION STORMWATER POLLUTANTS SHALL BE DETAINED IN THE DETENTION PONDS & GRASSES WITH SMALL TO LARGE DECIDUOUS TREES. NOT REQUIRED ON THIS PROJECT A18 — SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS CATCH BASIN STRUCTURES PRIOR TO THE STORMWATER OUTLETTING INTO ELLIOTT CREEK. 610 — LOCATION, DIMENSIONS, SPECIFICATIONS, AND DETAILS OF EACH STORMWATER QUALITY MEASURE SEE MAP LOCATIONS SHOWN ON PLANS. USE INDOT STANDARD SPECIFICATIONS AND ISWQM. C4 — LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER A19 — LOCATIONS, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS QUALITY MEASURE PROPOSED STORM SEWER SYSTEM THROUGHOUT PROJECT SHOWN ON PLANS. B11 — TEMPORARY SURFACE STABILIZATION LOCATION OF WATER QUALITY MEASURES SHOWN ON PLANS AND DETAILED IN STRUCTURE DATA TABLE. A20 — PLANS FOR ANY OFF SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT USE INDOT STANDARD SPECIFICATIONS AND DETAILS. C5 — DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES GAS MAIN AND WATER MAIN WORK INCLUDED WITHIN PROJECT LIMITS BY OTHERS. B12 — PERMANENT SURFACE STABILIZATION ' THE CITY OF CARMEL WILL MAINTAIN THE STORM SEWER SYSTEM AND INSPECT PER THE CITY'S NAM LOCATIONS OF SOD ARE SHOWN ON PLANS. USE INDOT STANDARD A21 — LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW DISPOSAL AREAS SCHEDULE. MAINTENANCE WILL INCLUDE CLEANING DEBRIS FROM THE CATCH BASIN STRUCTURES. �06 SPECIFICATION AND DETAILS. THE DETENTION PONDS ARE ROUTINELY MAINTAINED BY THE OWNER. Ear STOCKPILE AREAS WILL BE DETERMINED BY THE CONTRACTOR. J q L Q/00 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE d.0 a �? �ti� ECG '�r, N/A N/A mI��wo °�� 1STERF��', FOROAPPROVAL 4-01 -08 1`�1ST STRE'E'T VERTICAL SCALE DESIGNATION \ m NO. - DESIG< tPdGINEER DATE TOWNE RD. TO DITCH RD. _ ^ _ N/A W z , 10809004 W 0 _ SURVEY BOOK SHEETS DESIGNED: B.E. DRAWN: T.B. 29 of 76 bi F__= - 'n STATE OF ? EROSION CONTROL CONTRACT PROJECT w �z z ,,F� AND I ANP � w �N��° S/ANAL � < > x(no Cransportation& CHECKED: J.V. CHECKED: B.E. 06-09 Development Consultants °'' GENERAL SITEWORK NOTES: 1. SITE SURVEY INFORMATION IS PROVIDED BY OWNER FOR REFERENCE ONLY AND WAS NOT PREPARED BY RATIO ARCHITECTS, INC. INFORMATION CONTAINED THEREIN IS THE SOLE RESPONSIBILITY OF THE SURVEYOR AND IS THEREFORE EXPRESSLY EXCLUDED FROM CERTIFICATION BY RATIO ARCHITECTS, INC. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON INFORMATION AVAILABLE AT THE TIME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF EXPLORATION, LOCATION AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA UNDERGROUND PLANT PROTECTION SERVICE AT 1-800-382-5544. 3. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING NOTE: UTILITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH NEW UTILITIES. GENERAL SITEWORK NOTES ON THIS SHEET APPLY TO ALL WORK ON ALL SHEETS IN THE 'L' SERIES. 4. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS WITH APPLICABLE UTILITY COMPANY. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, NOTIFY UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE I PRESENT TO OBSERVE AND INSTRUCT DURING WORK. 5. VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED 0 FOR REMOVAL SHALL BE PROTECTED AND ADJUSTED TO NEW FINISH ELEVATIONS Q BY CONTRACTOR. O 6. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD W ----- DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS Z AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY. i i 7. SITE DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY BASE LINES, O PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS H GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. / '�� PA DRAINAGE ON ALL SURFACES WITHOUT PONDING I 8. PROVIDE POSITIVE SURFACE DRA E �� \ DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY PA PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS I 1 AND EXISTING FEATURES. 9. PROPOSED SPOT ELEVATIONS INDICATED ARE FINAL PAVEMENT OR FINAL GRADE I 1 ELEVATIONS. REFER TO APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 1 \ 10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL REGULATIONS. / \ 11. REPAIR EXISTING PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED / / BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. SEE SHEET L-501 THROUGH L-505 FOR PLANTING / � - ---- BEYOND LIMITS OF SITE AREA SHOWN ON THIS SHEET -------------------- 12. CONCRETE CURBS SHALL BE TOOLED TO COORDINATE WITH MOVEMENT AND JOINT / \ SPACING OF ADJACENT SIDEWALKS. j 13. ALL RADII ARE 5'-0" UNLESS NOTED OTHERWISE. i 14. REPAIR EXISTING LAWN AND PLANTING AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITIONS AFTER WORK IS COMPLETE. PROVIDE ADDI1IONAL TOPSOIL TO RESTORE GRADE ELEVATIONS TO EXISTING AND SEED OR SOD IF REQUIRED. TR 15. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED OR USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. - --- --- R — _ 16. ALL DISTURBED AREAS SHALL BE SODDED UNLESS OTHERWISE NOTED AS — PLANTING AREA. SODDING SHALL EXTEND TO PROPERTY LINES WITHIN < D1 + CONSTRUCTION LIMITS OR EDGE OF STREET UNLESS NOTED OTHERWISE. 131 ST STREET _ - -- _ — v, 17. PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., -- \` \ _ — ----- ___---- ----- -- — — PA ! �:.� UX - TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. SPA % - - 18. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING CONSTRUCTION, NOTIFY ARCHITECT IMMEDIATELY IN PREPARATION FOR PA 4 RECONSTRUCTING SYSTEM TO ITS ORIGINAL CONDITION AND DRAINAGE PATTERN. �' l ----- 19. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, ---- FENCING, ETC. WITHIN CONSTRUCTION LIMITS ACCORDING TO CONTRACT DOCUMENTS r PA AND PROPERLY DISPOSE OF OFF SITE. BURNING ON SITE IS PROHIBITED. + _ _ _ ------- --- - -- TURF TURF --- 20• REFER TO IRRIGATION PLAN FOR LOCATION(S) OF IRRIGATION SYSTEM AND PA SYSTEM COMPONENTS. 4L _.. -y --- _ -- - 131ST STREET j' D1 PA D1 - - Ul B2 \ TURF / -- -- GENERAL KEY NOTES: 61 % - - °�' TURF � =ti;` / _ - -- — — X — CURBS AND EDGES — — 1001, I I B1 CONCRETE CURB, 6 — SEE DETAIL 1/L-203. B2 DECORATIVE CONCRETE TRUCK APRON AND CONCRETE TRUCK CURB, 6 REF. CIVIL DRAWINGS. \ I I w v WALLS AND FENCES A w v D1 STONE WALL, STACKED AND MORTARED, CAST STONE CAP - SEE DETAILS ON SHEETS L-203 & L-601. w, LIGHTING L1 TREE UPLIGHTS. SEE SHEET LI-801. \ PA UTILI1ES \ O 1\ I �I SYMBOL DENOTES EXISTING U1 PROVIDE ELECTRICAL TRANSFORMER AND EQUIPMENT FOR SITE LIGHTING - COORDINATE W/ SHEET LI-801. 0 I� TREE TO REMAIN U2 CONDUIT/SLEEVES FOR IRRIGATION AND ELECTRICAL FEEDS - REF. CIVIL DRAWINGS. W I UX SURVEY MONUMENT, BY OTHERS - REF. CIVIL DRAWINGS. LANDSCAPE ABBREVIATIONS ( ', � i PA 1 PA PLANTING AREA. TURF SODDED TURF. � � �� SITE KEY PLAN i N 0 10' 20' Q. ,��tattaar�raRr,,� HOLEY MOLEY SAYS RATIO Architects, Inc. r CITY OF CARTEL HORIZONTAL SCALE BRIDGE FILE 9sapkl "z "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 ,a 6*�� r % Carmel, IN. 46032 RECOMMENDED 1 "=20' N/A 131 ST STREET t (317) 575-8907 FOR APPROVAL VERTICAL SCALE DESIGNATION N$ �.1 NoI�NA s ATL LAW IS-69-1991 OVA DESIGN ENGINEER DATE TOWNE RD TO DITCH RD N/A o. � w! 1 �� I:15 AGAIN, '.HC LAW I0�RCAVA!E • • WITHOUT HO TOG UHF UNXRGRO„NO alY • � �1�;{�y ° ao _ J IOCAMN S'tVIC_ X O(2)WORKING t7 lJiFiii � - � � DAYS BF`°R"`°MMLN`ING W°RK. SITE KEY PLAN SURVEY BOOK SHEETS ATAQ �° _ _ DESIGNED: DRAWN: 30 of L-201 CONTRACT PROJECT ,��, ,�! •._.a...... � `� ,.IT'S THE LAW" , . df�xt,� � �� i�i�� CALL 800-382-5544 RATIO CHECKED: CHECKED: CALL IOC.FREE ..• •. .. - •: . NOTE: SEE SHEETS L-501 THROUGH L-505 FOR EXTENTS OF PLANTING WORK. NOTE: GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. GENERAL KEY NOTES: COORDINATE CROSSWALK LOCATIONS W/ CIVIL DRAWINGS LANDSCAPE ABBREVIA11ONS PA PLANTING AREA. TURF SODDED TURF. I 1 w > 0 I I z 0 Q m w V r� J V V MB i V /f—IT� PA I I PA FVF �,J/ - --- \ / NOTE: COORDINATE TURF P 1 LOCATIONS W/ CIVIL DRAWINGS SYMBOL DENOTES EXISTING TREE TO REMAIN, TYP. PA 131 ST STREET 131 ST . . . . . . . . . . . . . . . . . . . .. : STREET + TURF NOTE: SEOEECIVIL DRAWINGS 131 ST STREET SEE CIVIL DRAWINGS NOTE: r'1 SEE CIVIL DRAWINGS FOR RAMP AND FOR RAMP AND PA FOR RAMP AND CROSSWALK STRIPING CROSSWALK STRIPING STRIPING LOCATIONS LOCATIONS r LOCATIONS / — \ l PA ST r-�\Iu V I W /7-4 Q — \ PA 1 0 / A / / PA 0 cc O OC \\ ,/I w �----� w min 0 c w S .o ,LL cc LL, cn ED cn cc O SITE KEY PLAN N 2 SITE KEY PLAN N 3 SITE KEY PLAN N L-202 L-202 L-202 0 10' 20' 40' 0 10' 20' 40 0 10' 20' 40' ,011113tt1tf`iTi1� HOLEY MOLEY SAYS RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE `` �tsRAU`p '�r� "DON'T DIG BLIND" Carmel) IN 46o32te. 20o RECOMMENDED 1 "=20' N/A '' R��'r (317) 575-8907 FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION EVA' PA R NDIANA S�AI� LAWS-69 DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A _ a �w. �. II ACANST THT AW 0 FXAVA,L pLt � PS.X y}�{�,� __/ o _ -_._� IVO AOILONNOFRVCE TWO(2)OWORKN- -.-4 t'j SJV 0 _ _ SITE KEY PLANS SURVEY BOOK SHEETS ( � _ i DAYS dEF9RF COMMENCING WORK DESIGNED: DRAWN: _ . 31 Of A� "IT'S THE LAW" ML 2 w°RKNG DAYS RTF°RE YOU DI CHECKED: CHECKED: L-ZUZ CONTRACT PROJECT t'H�1�,�,�i 1-800-382-5544 RATIO CALL TOLL FREE ' ' GROUNDCOVER BED 16" NOTE: TOPSOIL - HOLD DOWN AS NOTED 12" CONTRACTOR TO PROVIDE SHOP DRAWINGS 10" CAST STONE CAP, END UNIT - MATCH CAST STONE CAP - MATCH TEXTURE AND FINISH OF TEXTURE AND FINISH OF HOLD TOPSOIL DOWN Y" FROM CUT LIMESTONE, TYP. - CUT LIMESTONE, TYP. - MORTAR TOP OF CURB WHERE MORTAR INTO PLACE \ \ 45 INTO PLACE PROVIDE LIGHT BROOM LANDSCAPE/PLANTING AREA MEETS 2 TYP. 1" TYP. 6 ~ ° - FINISH TO EXPOSED BACK OF CURB 16" FORM Y4 X Y8 DRIP NOTCH CONCRETE, TYP. N 5 OVERHANG OF CAP TURF 6„ io L-203 \, a a 1% WASH I V 1% WASH TOPSOIL - SEE GRADING PLAN FOR SPOT �4 �y\VAA�\ \V\\ ELEVATIONS PROVIDE DRIP NOTCH ON THREE / / // �y/ % V/��/��/��%\\�/ %V/�I/ %��/��/��/fir%��/� /�� 1��fTily� � 1 ?��w�IlrV............ a SIDES A T OVER- \/%\i V � � ��V x % >%//%//%�/%�%j/j///�� ° - HANG, TYP. CID \y/��//��V��V/\\��%/�\��VA�\��\\\\V�//��/,/ VAS%AAA//A\V�%/A�%A \ \ \ \ \ \ A \ \ \ \ \ \ \ �A�/�/�/�/ / / _1_- ;A��Z.:�,....:�A�.{.A� � A...a�..��.._�A.._�A..<a\..<.-.....<��..<�A..<�A..<�A..<A..Z\.�.....<a\-<A.:A.�\.Z\..��.��.��.��..,<A��.cV��A��,�...�..,._cZ_.�A...�\.�A,..t\... ; ••••... ..•• ;w....•••........•, WALL AND I\ CLASS 'A' CONCRETE CURB \ a CAP, TYP. a - SEE CIVIL DRAWINGS FOR TYPICAL °O a TURF 17- 2"- OVERHANG, YP CONCRETE CURB DETAIL - - - l G 1 - 36" LENGTH, TYPICAL CAP < � PIECES, MORTAR INTO PLACE (' 9 I' PLAN ON TOP OF STONE WALL, TYP. SECTION ` COMPACTED SUBGRADE, TYP. CAST ST STONE CAP - END UNIT - DETAIL GENERAL SITENJORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. L-203 1-1/2" = 1'-0" 6" CURB TERRACE DETAIL L-203 1" CL ROUNDABOUT i NOTE: WALL STONE JOINT SIZE: 3" THICK, CAST STONE CAP CONCRETE ROLL MIN. = Y8", MAX. = Y", TYP. CURB AND TRUCK APRON, TYP. - REF. CIVIL \� DRAWINGS SEE LAYOUT PLAN - SHEET L-203 �'� `: .--� 1 TYP. o L-601 r, TW 911.26/ � 910.51 WING WALLS - � � ; �— SODDED TURF W/ L� REF. 4/L-601 �\ SUBSURFACE IRRIGATION / SYSTEM. SEE PLANTING \:\ Cn PLAN AND IRRIGATION PLAN _.._.... w z \ z CD o \� \/ °Q [ \L D'tCORAl1VE STONE \ SiTE WALLS REF. DETAIL CD FINISH GRADE - SEE L-301 PLANTING AREA I w _ \ , - ON SHEETS L-203 & <_ w .,.......�.. _.... 18' 0"j R. L-601 STONE WALL, STACKED AND MORTARED - TOP OF WALL TO MAINTAIN CONSTANT REF. 1/L-601 ELEVATION / 1 I r \ / �� )� L-601 � / 2 _ ... LIGN L-203 PLANTING BED / WITH END OF 2 STONE WALL ELEVATION j•, _ WALL `' _. ` 2 �- L-203 3/4" = 1'-0" ..�. -203 L URVEY \y 5 / 19 0 N: 49974.50 ' L-203 90° MARKER IE: 43405.62 I Y OTHER ti PROVIDE JOINT SEALANT - NOTE: r 4 COLOR TO MATCH STONE L-601 CAP JOINT WIDTHS: MAX. = Y , TYP. 4 PLANTING AREA L-203 N: 49973.50 NOTE: E: 43439.62 t s PROVIDE BOTH CIRCULAR AND LINEAR WALL LAYOUT AS SHOWN ON _ 3 6/L-203 - PROVIDE CAP LAYOUT AS SHOWN ON 6/L-601 wU' TM _-- - T `' !' N: 49971.25 I L-601 ; _W__ ____ _w____ __ ALIGN E 43439 62 — ALIGN _, I� CENTER OF ALIGN ROUNDABOUT N: 49974.50 ISLAND FACE OF WA W/ E: 43473.62 1 CENTERLINE, J 8' 0,. \ TYP. Q – – CD z 8' 0" I \ L-601 DASH \ \ - INDIVIDUAL UPLIGHTS INDICATES \ LOCATED AT THE BASE __.. ... _ __ ....... _. . .._... ....... . _ ....... ...... ._... ...... ....... . ... . H T _ .._ ..._... __.... ....... ....... ...... ....... . OF CANOPY THE LIGHT WALL CAP � ` h E ABOVE, TYP. TURF LOCATIONS AND ADJUSTMENTS TO BE � ---- / APPROVED IN FIELD BY \ / 18" LENGTH CAP PIECES, FACE OF STONE WALL \ ARCHITECT MORTAR INTO PLACE FINAL 3 THICK, CAST STONE WALL CAP �, � LOCATION OF � 1'-6" TYP. ELECTRICAL TRANSFORMER — �- 26'-0" R. BACK OF CURB BOX TO BE _-- SEE LAYOUT PLAN - SHEET L-203 & L-601 DETERMINED IN 18'-0" R. BACK OF CURB / FIELD BY CONTRACTO AND ARCHITECT 1 / 3 TOP OF WALL - CAST STONE CAP PLAN / L-2o3 \ �\ L-203 \� ` 1-1/2" = 1'-0" 6" CONCRETE \ CURBS V>\' CAST STONE CAP - 18" LENGTH, TYP. REF. CIVIC�AWINGS FOR �\ \ NOTE: MATCH TEXTURE AND FINISH OF TRUCKRON CURB, TYP. TURF CONTRACTOR TO PROVIDE SHOP DRAWINGS CUT LIMESTONE, TYP. MORTAR 14' INTO PLACE \� FORM Y4" X Y8" DRIP NOTCH - 1% WASH - Y4" ONE SIDE OF WALL CAP - REF. \ \� 6/L-601 FOR DIRECTION OF WASH AND CORRESPONDING EDGE FOR SLEEVES/CONDUIT FOR ELECTRICAL DRIP NOTCH AND IRRIGATION FROM SOURCES - REF. CIVIL DRAWINGS Q E y 2 i 18" LENGTH, TYPICAL CAP / PIECES, MORTAR INTO PLACE ON TOP OF STONE WALL, TYP. E N 4 CAST STONE CAP SECTION 6 LAYOUT PLAN L-203 1-112" = 1'-0" L-203 1/8" - 1'-O" �trl��lflpR�� HOLEY MOLEY SAYS RATIO Architects Inc. �- �� ►�, HORIZONTAL SCALE BRIDGE FILE ��`'�'�y\ �...... �*��i�� "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 RECOMMENDED �� 1/8)p=1 –0 N/A �� i$;£ o \ Carmel, IN. 46032 131 ST STREET a' (317) 575-8907 1 FOR APPROVAL VERTICAL SCALE DESIGNATION R ,,,A" ` AW '��I TOWNE RD. TO DITCH RD. 4 r _ w,l l AN, -,HF 4W XCAVA,L DESIGN ENGINEER DATE N/A a � �� Mo _ WI'�.AIQ NS[IgV L E J)WORKING qq �_ lA(;AI JN Sf tVIO LN '2)WGRKING DA"S Hf hOkt COMMLKI;ING W.^,RN. ® ,, LAYOUT PLAN SURVEY BOOK SHEETS ® AT4 0 - DESIGNED: DRAWN: l�l �'♦ ' � °�! 1-800-382-5544V L-2O3 CONTRACT PROJECT 32 Of � 'IT'S THE LAW A zWORKINGDAYSBEF55 H RATIO CHECKED: CHECKED: CA«TOLL FRFF \ \ TR \ GRADE GENTLY AND EVENLY AT SLOPED \ PERENNIAL BED, TYP. // /j 906.61 TIC �\ / 906.85 \ TW 911.26 906.85 _- / 906.85 BW908.35 \ 10.0% 100 SLOPE LPE V �\ I SLOPE \ 909.26 BW/HP TW 910.51 TW BW 908.3 910.51 I ' 5 BW908_3.5 I TW 911.26 TW 911.26 TW 910._2.6 TW 907.6 BW908.90 BW 908.90 BW906.8� BW 907.67 I I TIC 908.90 D ITC 908790 - I BC 908.40 ° f BC 908.40 I TIC 908.25 ' TIC 908.25 I BC 907.75 �� 908.90 BC 907.75 907.39 TC \ 2.0% 2.0% 2.0% 906.34 TIC �SLOPE SLOPE SLOPE 1 / 1 NOTE: ALL PROPOSED SITE GRADES AS INDICATED BASED UPON PROPOSED GRADES AS \ TIC 908.54 INDICATED ON ROADWAY CONSTRUCTION PLANS. CONTRACTOR TO VERIFY ROADWAY BC 908.04 GRADES AND INFORM ARCHITECT IF THERE ARE ANY DISCREPENCIES WITH SITE GRADES \ SLOP SLOPE AS INDICATED ON THIS PLAN. \ � ITC 907.89 \ BC 907.39 GRADING PLAN KEY / \ LEVATION EXISTING SPOT E / \ \ j %/ 840.70 "-� PROPOSED SPOT ELEVATION - GRADE GENTLY AND i EVENLY FROM TOP SPOT ELEVATION - TOP OF CURB/BOTTOM OF CURB �\ \\ 906.91 TIC j j OF CURB TO 865.25 TIC SPOT ELEVATION - TOP OF CURB \ �� j BOTTOM OF CURB AT ,/ \\ �\\ - � TERRACE, TYP. SPOT ELEVATION - TOP OF WALL/BOTTOM OF WALL \ / \ / 865.25 BW SPOT ELEVATION - BOTTOM OF WALL _ 854.75 LP SPOT ELEVATION - LOW POINT / 865.25 HP SPOT ELEVATION - HIGH POINT M.E.G. MEET EXISTING GRADE w v 2% 2 PERCENT SLOPE ACROSS SURFACE w v 1 GRADING PLAN N NOTE: -301 GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. ``tt►ttl�3aerrtrrd�P HOLEYMOLEYSAYS RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 1/8"=1 '-0" N/A RECOMMENDED 131ST STREET VERTICAL SCALE DESIGNATION ,�&kS.'�E� ,�°r.►�� r�x Carmel, IN. 46032 (317) 575-8907 EVA FOR APPROVAL �&g� 4 J PER INDA A S ATE AN IS 69 '99, DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD• N/A r ,31�•.�`• ^, PaD --- _ { i,1 IT IS PLAINS. I14 IAW 0 EXCAVATE i99 - i _ --) MIH( T SOJIF�ING P�[ `NDFIRGRXII) ��1 SURVEY BOOK SHEETS d DAYS BEFORL COMME.N„INC WORK DESIGNED: DRAWN: GRADING PLAN 33 of A� a = - tA��»'`'• L-301 CONTRACT PROJECT s '•d �y� ' "IT'S THE LAW" ��r h ,•o.•" V�� CALL 2 WORKING DAYS BEFORE YOU DIG CHECKED: CHECKED: 1-800-382-5544 RATIO \ CALL TOIL FREE �.� ME �- CVMO O o i 45 ■ AHA �� ■ AHA \ 12 �\ ■ i r ■ / NYSY - 4 — - 50'-0" O.C., TYP. T --— --- - AHA \ TURF — 17 1 `% RUSU v� — -- - --- --- - - � v AHA �l > 34 _ -- - - --- --- - -- ------ -- &AHA 23 6 -- - ---- -- �� SNMN _--- -- -- _ --- ----- 50'-0" O.C., TYP. ■ VPSH .�` LSSN 42 VPSH _- - ZSVI \\ 1 l\ j60 �� - - - -- - --- - 4 31 ST STREET CVMO __ ------- 125 VIV JCSG AHA ----- - r \ \ I j l v v AHA C VM O -- I i J1 JJ EFCO N 4 - QUR 675 _ , \,\ --- UR --- --- T F - TURF kA v I tjj t, • , 1 \ \` I / \ W I w DENOTES EXISTING TREE // I I / TO REMAIN LO AIiA A W AHA Av �// ° ■ T 7 W Q CVMO Q ■ 0 0 50 w Cn cc � ■ I SEE SHEET _� � 3 IN. DEEP RIVER ROCK MULCH PLANT SCHEDULE: NOTE: PLANTING PLAN LI-801 - 1�� _2 L-5o1 . APPROX. -- V�� RING/MATERIAL PLACED OVER WEED Key Qty. Botanical Name Common Name Size Remarks GENERAL SITEWORK NOTES ON SHEET X01 APPLY TO ALL WORK ON 1HIS SHEET. BARRIER. MAINTAIN WEED-FREE MULCH 36" FROM • � RING. TREESISHRUBS ------ --- o 10' so' 40' TRUNK OF TREE CBFA Carpinus betUlus 'Fastigiata' Pyramidal European Hornbeam 3" cal. Symmetrical, B&B EA. SIDE - REF. : ' CEOC Celtis occidentalis y cal. Symmetrical, B&B �` ' Common Hackberr NOTE. GENERAL NOTES }' RIVER ROCK MULCH RING ■ CONTINUOUSLY BOUNDED NYSY hlyssa sylvatica Blackgum 3`° cal. Symmetrical, B&B BY LANDSCAPE EDGING - ALUMINUM PABL Platanus X acerifolia 'Bloodgood' Bloodgood London Plane Tree 3" cal. Symmetrical, B�B PROPOSED TREES AS INDICATED IN PLANTING SCHEDULE HAVE BEEN LOCATED AND - ZSVI %elka�a serrata 'Villag e Green' Village Greet _elko�a cal. Symmetrical,e t riv_a_l Bun b_ AVAILABILITY VERIFIED PRIOR TO DOCUMENT PUBLICA T ION CON TACT BOB M00 R L AT EDGING 1PERMASTRIP H BY PERMALOC _ PROVIDE AND INSTALL PER LISTERMAN & ASSOCIATES, INC AT 877.877.3492 ext 105 FOR PRICING AND AVAILABILITY. • )' MANUFACTURERS' SPECIFICATION AND QURU QuerClls rubra Red teak 5" cal. Symmetrical, B,B, BY OWNER I "INSTRUCTIONS : NOTE: a\ JCSG Juniperus I7orizontalis �n�ion'a Juniper #� pot specimen, 36" o.c. FINISH GRADE S C �?,-.;�\��-,�� VPSH L iburnum plicaturn gar. tornentosur77 '�hasta' I Shasta Doublefile viburnum #5 pot specimen, as showrr „ ALL PLANT MATERIAL NOTED BY OWNER SHALL BE OBTAINED BY CONTRACTOR FROM GRASSESISEDGES TMT NURSURIES, PH. 317.867.3691. CONTACT: SUZIE DUBOIS. CONTRACTOR SHALL NOT ? \;;;;; .;: APPLY ANY UNIT OR MATERIAL COST TO HIS/HER BID FOR PLANT MATERIAL DENOTED \. PAHA Pennisetum alopecuroides Hameln Hameln Dwarf Fountain .crass #� of 36 o.c. p , AS SUCH. CONTRACTOR SHALL PROVIDE COST(S) FOR TAKING DELIVERY OF PLANT GENERAL NOTES: MATERIAL FROM TMT AT TIME OF INSTALLATION, INSTALLATION OF PLANT MATERIAL ----� �'� L----- ------ FROM TRANSFORMER FROM T ANSFORMER 1. SEE SHEET LI-801 FOR LIGHTING AND PERENNIALS AND PROVIDE WARRANTY PER SPECIFICATION. ELECTRICAL INFORMATION AC.MO Achillea x 'Moonshine' Moonshine Yarrow #1 pot 18", o.c. CVM0 Coreopsis verticillata 'Moonbeam' Moonbeam Coreopsis #I pot 24" o.c. RAD. 2. SEE 1/L-506 FOR TREE PLANTING DETAIL IECPU Echinacea pw�purea Purple Coneflawer #1 pat 1 ' O.C. 4 -0 HEHR Hemerocallis 'Happy Returns' Happy Returns Daylily #1 pot 18" o.+". NOM. 3'-0"' TYP. 3. LIGHT LOCATION AND ADJUSTMENTS TO LSSN Leucanthemum x superba 'Snowcap' Snovf Cap Shasta Daisy #1 pot 15" o.c. BE FIELD APPROVED BY ARCHITECT RUSU Rudbeckia subtomentosa Sweet Black-Eyed Susan #1 pot 18" o.c. SNMN Salvia nemerosa 'May Night' May Night Sakla #1 pot 18" o.c. SSAJ Sedum 'Autumn Joy' Autumn Joy Sedum #'I pot 10" 0.c. RIVER ROCK MULCH RING DETAIL L-501 1/2" = 1'_0" GROUNDCOVERS EFCQ Euonymous fortunei 'Coloratus' Purple-Leaf lNintercreeper #1 pot '15" o.c. `01141a4r1r#111 HOLEYMOLEYSAYS RATIO Architects, Inc. CITY OF CARII�EL HORIZONTAL SCALE BRIDGE FILE "DON'T DIG BLIND" Carmel, IN 46032te. 200 RECOMMENDED 1 "=20' N/A .- � 131ST STREET (317) 575-8907 ' FOR APPROVAL VERTICAL SCALE DESIGNATION No. � � � I �'.� DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A � .- PFR NI7IA4A 5 ATE'AN IS 69 991_ s � w � IT S AGA'tin-:. HL LAW Io LX(,AVA IE ARA86001 __� WITI{oUI NJ HYING WT UNDER KING �N%N. r � Locanorl I7vICE nv (z)woRxwc%D , AY'B`F kE coMM`N ING wo=K DESIGNED: DRAWN: PLANTING PLAN SURVEY BOOK SHEETS 34 of IAA'° '`� '`` C IT'S THE LAW" L-501 CONTRACT PROJECT X4.4, H1 1 �\a° 1-800-382-5544 RATIO CHECKED: CHECKED: CALL ia[FREE r W Lf) z CV J , J W v Z , Lf) W , V N W , Q H ■ W � Q W - - ... . .. - - -, to 25-0" 0.C., TYP. 7C B ZSVI _... i_ CBFA CEOC M CBFA rCE06 9 2 9 rvR ■ZSVI 50'-0" O.C., TYP. ■ 131 ST STREET 3 ZSVI TT 3 AHA , ■ - - - - -- - / ST 11 11 I I 1ST, _ — , ,, 1 I ,, 1 1 f— GREENCROFT STREET E— w w z w w ■ _ p cn cn � U J W 1 PLANTING PLAN N L-502 0 10' 20' 40' CM UJ O ■ z W ■ �_ \ zoo r , ICI J J V - ----- v AHA = , W Lu Q AHA ------- -- V - - -- 24 S , L ... .-.. .-.- C.. - - I _ I \ _ A M A M 35 35 ■ rvF TVR ■ / \ -- -- SYMBOL DENTOES EXISTING TREES TO REMAIN 131 ST STREET AND BE LIMBED UP TO 8' CLR., TYP. ACMO - - -- — - - -- — - - - - - - _ - - - - - - - -- - - - - - - - -- -- - - - 25 - - --- --- - ---- -- AHA 21 = -- -- �\ 12 ST T _.. - -- -- --- _ AHA 8 _It \ AHA w v ■ 13 ■ '.'J p H" w W W ■ wv Ooc Cn it Im 1(n NOTE: NOTE: 2 — N GENERAL SfTEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SEE SHEET L-501 FOR PLANT SCHEDULE. PLANTING PLAN L-502 0 10' 20' 40' CITY OF CARMEL � o}►1*;14t#ril+•►�, HOLEYMOLEYSAYS RATIO Architects, Inc. HORIZONTAL SCALE BRIDGE FILE �Nw A\Q��; ! U 0;h "DON'T DIG BLIND" 2169 Glebe St., Ste. 20o RECOMMENDED 1 "=20' N A �• �r� �R °.� / Carmel, IN. 46032 �. - / w -��` © a a a 'r7 (317) 575-8907 FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION ` , \ \ R NrIANA AW IS TO DITCH RD. N/A o. = � �� IT IS A AMST TH LAW?O ExGA�A,E EVA DESIGN ENGINEER DATE TOWNE RD. ` ARA86001 = = q g -- -j WITHOU NO FYING fHL UNFRGRCLOD [GGA7ION SERVIGF W0(z;WORKING ,�►1 �� SURVEY BOOK SHEETS ,�. / iAYS EE ORE COMMENC'NG WORK a� o DESIGNED: DRAWN: PLANTING PLAN °+' "IT'S THE LAW" 35 Of t 1-800c382'5544c RATIO CHECKED: CHECKED: L-SO2 CONTRACT PROJECT CA'',i!OIL FREE N W - — - — -- u ■ O O Z - T — ,/ _ ■ J ■ J N / -- / — � / -- � / — � w V N V / / / / H w W I- 1 I 1 ( 1 I w � a / \ / i / \ / O cn ' LL _ \ - - 1 - - - I --- 1 - - I - - . .. / _ W W � / J/ ACMO A MO 80 85 -- ------- --- CBFA AHA AHA AHA ZSVI AHA g 12 6 20 20 ---- -- - -_ 131 ST STREET - - - - I -- ---- PABL - - - AHA AHA AHA 8 7 AHA ■ g 14 ACMO ACMO % -� --- - - - - - - -- -- — _ Ire-- - - - - - - - - - W -_ - - - I �. v I I-- I V FRONTAGE PLACE : \ in ■ �� w cc ■ ■ O O ■ ■ � oc LL , N PL..ANTING PLAN uj I L-503 W — _ — -- — -- Z , O — LCD = T r v HAVERFORD STREET Q w w Q — — — cn cn - -- / - - — -- CBFA CEOC ZSVf CBFA PABL NYSY 6 2 4 \' 3 ■ ■ 6 5 AHA - g --- ------- - ----- _ -- - -- - -- -_ - CEOC 4 131 ST STREET PABL W - - - - -- --- rr RR -- - -- \ -- ---- -— -- - - - - - - -- - - - - --. V + — z LLJ - TvR - - - _ - O o T- _ I / a ■ I o ■ ■ ■ ■ ■ ■ N NOTE: NOTE: L 503 PLANTING PLAN GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SEE SHEET L-501 FOR PLANT SCHEDULE. 0 10, 20' a0' ,t1�il11ttlfl�r��r, HOLEY MOLEY SAYS RATIO Architects, Inc. — — CITY OF CAR EL HORIZONTAL SCALE BRIDGE FILE e�� ;�R (,t� �� "DON'T DIG BLIND" Carmel,lebe St., Ste. 200 1 "=20' N/A IN. 46032 RECOMMENDED 131ST STREET ,w �.°QQ :� (317) 575-8907 FOR APPROVAL VERTICAL SCALE DESIGNATION 4 }��g^M' � VFR IND ANA STA;L LAW IS-69-,991 EVA' DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A A9d+�+ e 1- — � IT IS A'AINSI T,F IAW T6 F%CAVAFE !i t 9 L� ; _ - ---- WITHO6I NOTIFYING THE LNGENGItOUND X-4 ILI11Ldf .� LOCAIION SFRVICF !WO(2)WORKING SHEETS AT ,� = LAYS 6FF1RF COMMENCING WORK DESIGNED: DRAWN: PLANTING PLAN SURVEY BOOK 36 Of L-503 CONTRACT PROJECT "IT'S THE LAW„ 1_800-382-5544 A 6 RATIO I O CHECKED: CHECKED: CAI-I.FOIL FREE •. •.. \. Z o M W J J 0 ■ Z V N J ■ —� �— W N ■ V � W ■ �-- ■ W ■ Q PABL ■ PABL CBFA 1 PABL 1 g CC - - - ■ CBFA G 1 - - i ■ g - - - - - ---- - - - E r 1 - I ■ - IS - ■ ■ --- -- ==_ --- -- - -- - -- - -- -- - - - - - 1 - ---- - - '- - _.- _- -_ -- ------.-_.__ _- ----- - -.-- -.-- --- - iVk J - ■ NYSY 6 TVIRI 13 ET --- _ - - - --------- - - T R E -- -- - -- - ------ -- --- -- - - ---- - - --- - - --- -- - -- tA - - - - -- PAB ■ ■ `" PABL - 5 - Tvr . iVR ■ rVi ■ ■ ■ ■ ■ N PLANTING PLAN eL-5O4 (I 0 10' 20' 40' i I W Il) J o ■ z r _ w V - - - - -- -- - --- - 11 d Q Lu ■ Q W ■ m W W � i \ ,� ' - - - ---- - -- - = --- - - - -- - - - - - TR - _-- -- ZSV! CBFA ZSVI CEOC -- AHA TR 4 _ 2 ■ g 1 g - -- - - --- - ■ f - ----- _ --- - ------ - -- --- -- ---- ■ - -- 131 ST STREET CEOC■ -. -. - - __ --_--.__--_ -_ - - ____ - - .._ R V V -- -- n25 AHA -- \\� 21 _.__... - - - - - -=R - - --- -- - - �\ - - - _ J ACMO � � � � ■ 100 t 75 / ■ ■ \ -- ■ ■ W - \ (p o - -- S ■ Q - EB PLANTING PLAN N NOTE: NOTE: L-504 GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SEE SHEET L--501 FOR PLANT SCHEDULE. o 10' 20' � RATIO Architects, Inc. CITY OF CAREL HORIZONTAL SCALE BRIDGE FILE #%"!%,; � HOLEY MOLEY SAYS 1 "=20' N/A `#�%�°�a R,�(d�,�i�r "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 RECOMMENDED 131 ST STREET .-- �� IN. 46032 FOR APPROVAL VERTICAL SCALE DESIGNATION (317) 575-8907 `� � = s '.. DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A PER NGIA4S SIAM AW IS fXCAVA 1. I,AGAINST i IH<<AW FxGa��TE SURVEY BOOK SHEETS - WIiHOU NOIIIYIN Ili[ UNDERGROUND -- ARA86001 ---- �DGAF��N$ERVI f WO;1,WORKNG DRAWN: _ PLANTING PLAN DAYS H«)PF COMMENGING WORD DESIGNED: 37 of AT - 4 CONTRACT PROJECT •'«,!I 1A'C1.• '�`�y� .,IT'S THE LAW" L-50 CHECKED: CHECKED: �Ip '` CAIN 2 WORKING DAYS BEFORE YOU 61G �w` ' '®�' 1-800-382-5544 RATIO cnu roEE FRET o � z J , J N , V uJ I- a w z cn CBFA CEOC ;- z 9 cc W uj- - - - _ Cn W a. - - - 131 ST STREET - :1 CEOC Z3VI U - - - -- - - - � AHA AHA — - ------ -- — - --- - - O CEOC ZSVI 0. 10 2 TR W TR TR PLANTING PLAN N L 505 C 10' 20' Q. NOTE: NOTE: GENERAL SITEWORK NOTES ON SHEET L-201 APPLY TO ALL WORK ON THIS SHEET. SEE SHEET L-501 FOR PLANT SCHEDULE. ��y,i�t�atlftrt+d,, HOLEYMOLEYSAYS RATIO Architects, Inc. ( CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE �Q ;yRA�r'�+ i� "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 �o � °�'f Carmel, IN. 46032 RECOMMENDED 1 "=20' N/A •► s ' (317) 575-8907 -� 1, FOR APPROVAL 131 ST STREET VERTICAL SCALE DESIGNATION • ' PRNOAN STAi- S-69-1991 '.� DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. / . AGAINSJ JHt LAW CAVArt N A �pyp �� __ = WIIHLOf NOT.YING THE �IeJCHCR0UN0 . iR11A � J ICCAiON SFRVICF TWO(2)WORKING AIT 0 r DAYS RFFoR. Eo��FNCINS WORK DESIGNED: DRAWN: PLANTING PLAN SURVEY BOOK SHEETS �* ✓�d "°`a° «#Ai`,°` �`,1'� "IT'S THE LAW" 38 Of ,►, tQ �� CALL 2 WORKING DAYS BEFORE YOU L'S0� CONTRACT PROJECT �i�l��lHI-� ��d 1-8oOL3N82f5544 RAT I CHECKED: CHECKED: SOIL PLACEMENT SYMBOL KEY 2 TIMES THE BALL DIA. ol TURF AREAS, STOCKPILED & AMMENDED TOPSOIL, 6" DEPTH TURF (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) \ �_-� GROUDCOVER & PERENNIAL BEDS, IMPORTED & AMMENDED TOPSOIL, 18" DEPTH _1 (REF. IRRIGATION DRAWINGS FOR ROUNDABOUT ISLAND IRRIGATION SYSTEM INFORMATION) \ NOTE: SEE SPECIFICATION FOR TREE PIT INFORMATION 3 STAKES WITH RUBBER TUBING AND FLAGS (SEE GENERAL NOTES #3 FOR STAKING REQUIREMENTS). STAKES ARE TO BE �f `- LOCATED WITHIN THE MULCH RING/BED. GENERAL NOTES: WRAPPING-SEE GENERAL NOTES. TREE WRA 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN - - M MONTHS B/W OCTOBER 31 AND APRIL 1. / ' III B � I , I I I II �I ROOT COLLAR/FLARE: COLLAR 2. TREE WRAPPING TO BE PLACED ONLY ON HALL BE LEVEL WITH OR 1--2- ABOVE FINISHED GRADE TREES WITH THIN BARK. 3. TREE STAKING PER CITY OF CARMEL REMOVE TOP 1/2 OF BURLAP FROM TOP STANDARDS. AS WELL AS ANY BINDERS OR WIRE BASKETS FROM AROUND ROOT BALL. 4. DO NOT HEAVILY PRUNE THE TREE AT ' PLANTING. PRUNE ONLY CROSSOVER LIMBS, 2 IN. DEEP MULCH RING/MATERIAL. DO CO-DOMINANT LEADERS, AND BROKEN OR DEAD FINISH GRADE NOT PLACE MULCH IN CONTACT WITH BRANCHES. SOME INTERIOR TWIGS AND LATERAL I `. TREE TRUNK. MAINTAIN WEED-FREE BRANCHES MAY BE PRUNED; HOWEVER, DO NOT MULCH RING. REMOVE THE TERMINAL BUDS OF BRANCHES THAT n EXTEND TO THE EDGE OF THE CROWN. CITY OF CARMEL 5. EACH TREE MUST BE PLANTED SUCH THAT \ 1 IIII 1=__ TREE PIT BACKFILL. URBAN FORESTRY � THE TRUNK FLARE IS VISIBLE AT THE TOP OF _ CD THE ROOT BALL. DO NOT COVER THE TOP OF \ i 1 SCARIFY ALL SIDES OF TREE PIT. THE ROOT BALL WITH SOIL TAMP SOIL AROUND ROOTBALL BASE Wire Basket Removal Process FIRMLY WITH FOOT PRESSURE SO 6. REMOVE ALL TAGS AND LABELS Eh-_ THAT BALL DOES NOT SHIFT. Remove the burlap from the immediate trunk area of the tree. Remove any excess soil to locate and expose the trunk flare. (If the trunk flare is buried within the root ball remove excess soil from top of ball. W \\ PLACE ROOTBALL ON UNEXCAVATED Z \ OR TAMPED SOIL. p planting Before the tree is laced in the lantin hale, remove the bottom of the basket with wire cutters cutting the C:)- basket horizontally. TR \ ROWIDE SPADE CUT • Lift the tree into the planting space by the root ball. not the trunk. ''�`�. --------- OR EVERGREEN SPECIES - - - EDGE ALONG PLANTING BE AIL DEC - - _ EXISTING NTING DET ----__---_=--- RIVER ROCK MULCH BEDS -- ___ RE EFTS TREE PLANTING M _Cut away remaining strings, burlap and plastic to expose the root bak. 1 '°"...'._ BED L-506 1 2" = 1'-0" • ^. V TURF, \ AT TREE PLANTING, TYP. �\` \ TURF, TYP. • Remove the rest of the wire basket by vertically cutting the basket and peeling the basket off. y' TURF :: , \\ Do not plant the root ball too deep. The trunk flare and the top of root ball should be 1-2" above grade. SEE PLANT SCHEDULE FOR O.0 SPACING VARIES SPACING. • Begin refilling the planting space up to the trunk flare. watering as you refill to firmly set tree. Gently tamp. �C�J \\ \\ \ \\ \ \ \ i REMOVE TOP 1/3 OF BURLAP Tree Staking Process (when necessary) AS WELL AS ANY BINDERS / Staking shall use either a two or three-point su FROM AROUND TOP OF BALL - • p pport system. \\ V\ .crr .aa EXPOSE ROOT COLLAR r /�•...`, ��;`: / \V �\ \\ \� • Any staking mechanism should be flexible enough to allow the stem and .oat system to develop strength. - /� A --—— Attach the tree to either woad or metal stakes (2" X 2" X 6'}with wide plaster, or nylon straps. _, L_ ,.a ,V A\V A\v \� �A\� � � \�A\ .�� ';_�� / _ - MULCH - SEE SPECIFICATION. If a r wire;ro e is used it shall be laced through hose material around each tree then twisted to secure SPADE EDGE AT BED. 9r Y p p .7 � FINISH GRADE ` the tree in a relatively stable position. - 1 The strap or wireirope shall be secured to each stake at an approximately right angle. - ' ANT PIT BACKFILL SEE Note: t ed for ± r PL - a e: Stakes must not be driven through the root ball. The guys and stakes shall be marr�tain e duration of 1 f.ti SPECIFICATION. the contract. Trees should be checked periodically to insure that the trunks are not being damaged or girdled. Al 1 1 1=- ill III lil�Ili ,. VIII III III-III-1 I materials used to support trees shall be removed and disposed of after one year, except as otherwise directed for TURF -III T- - III =ill SCARIFY ALL SIDES OF trees requiring additional bracing time. SHRUB PIT. 1 \ << GUIDELINES PROVIDED BY THE CITY OF CARMEL DEPARTMENT OF URBAN FORESTRY NOTE: PLACE ROOTBALL ON UNEXCAVATED - REMOVE ALL TAGS AND LABELS OR TAMPED SOIL. ' l X , ' / TURF 2 SHRUB PLANTING DETAIL ;y L-506 1/2" = 1'-0" DECIDUOUS OR EVERGREEN SPECIES vim , , "D" "A" NO. OF PLANTS/SF 6" O.C. 5.2" 4.61 W V REPAIR AND REPLACE ANY / 8" O.C. 6.93" 2.6 W V EXISTING TURF / MULCH-2" DEPTH, TYP. 10" O.C. 8.66" 1.66 12" O.C. 10.4" 1.15 PROVIDE EDGE BETWEEN ALL TURF DAMAGED AS A RESULT OF AND O.C. SPACING VARIES 15" O.C. 13.0"0 .738 OTHERWISE AREAS UNLESS NOTED INSTALLATION, TYP. ol PLANT MATERIAL 18 O.C. 15.6 0.512 24" O.C. 20.8" 0.29 25• LAWN \ I ` 30" O.C. 26.0" 0.185 — ---- --- j J j 36" O.C. 30.0" 0.128 SHARP SPADE CUT EDGE MULCH i MANUFACTURED TOPSOIL MIX PLANTING BED SEE SHEET L-506 =III ll ! =III I; -11. 1I III L V SUBGRADE I I I-III 1 11 .1 E L I 1 11 I I III I1 I! III IIII I I I II 1 I i LI I1 I I I I I 111_ I-I I III-III 1 I I / �/ 3 --Q PLANT CENTER V A \ XING DETAIL GRO UNDCO VER PERE NNIAL PLANT o I L-506 " PLANT SPACING - - i 1 3/4 - 1 -0 ALL EQUAL OR AS SHOWN ON I i TOP SOIL / �/ : I � �..._.1_.L. �...._ I_ i _ .._,_ o. I l �_ i�, -1 11 l 1�=� 1� I_ I� =T I � -=1 l �I � I T I I� I I��I- �1 f THE PLANTING - - - - PLAN. II =1I1 III= I11= III 1 �I II I I SUBGRADE III I I -I-I II I I 1I Iii i Ii III iI 11-- X11 — iii 4 PLANT SPACING DETAIL 5 SPADE EDGE DETAIL D5O SOIL PLACEMENT PLAN N L-506 3" = V-0" L-506 3" = 1'-0" 0 16 20' ao' ,, r� HOLEY MOLEY SAYS RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE ��,+►` ` �• RA(/ °Pla,, "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 RECOMMENDED 1 "=20' N/A �`�c �:. ctFRF�°°,�, Carmel, IN. 46032 131ST STREET VERTICAL SCALE DESIGNATION w ,$ Q (317) 575-8907 FOR APPROVAL s PER INDIANA STATE [AW -69 1991 �.� DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. GAINS, '9F AW AVATE N/A - � „��y _ WITH IIO hSEI VICIE ILL UNDERGROUND ,�� 1�j� Ii °,A °N SE9°I,;E ,HO,z;wo9KIN6 SURVEY BOOK SHEETS DAYS BEFORE �DM�LN,�N6 WDRK PLANTING DETAILS & SOIL ATC DESIGNED: DRAWN: 39 Of od�t♦,� .a� `� `ALTws THEE`°a°w CHECKED: CHECKED: PLACEMENT PLAN L-506 CONTRACT PROJECT 1-800-382-5544 RATIO -_ CALL TOLL FREE 3" THICK, CAST STONE BRING MORTAR TO FACE ON VERTICAL 16" CAP, SEE 4/L-203 - 1'-0" STNTE WALL SURFACES, TYP. It SET ON MORTAR SETTING BED NOMINAL NOTE: SEE 5/L-203 14" — CAST STONE END CAP?le AND SECURE IN PLACE JOINT SIZES: MIN. = Y". MAX. = Y", TYP. FOR END CAP 12" 1% 6 DETAIL REF. _5/L-601 FOR - NOMINAL WASH CAP TRANSITiON DETAIL ALIGN STONE, 911.26 CIRCULAR WALL STACKED AND MORTARED 910.51/910.26 WING WALLS NATURAL STONE, WING WALL, YP. T LEVEL IN PLACE - TYPE 1 STONE i ' L - PER SPECIFICATION - MORTAR COLOR STACKED AND MORTARED - _ ,..._............._...............__,...__............. .......� ; ......... TO MATCH STONE SEE 2 Q #4 BARS, VERT., @ 24" /L-203 J OC, TYP. w __,.. NOTE: 'INTERIOR— ` I I _ -� z o I .................. WASH JOINT SIZES: Y". MAX = Y" TYP.' FACE i ZES. MIN. PROVIDE HAND TIGHT JOINTS TO THE \ .,......... 0 EXTENT POSSIBLE _ N z w w w ,...: l 3 BARS HOR. CONT. w = _ \' 3„ i z OC TYP. _ _ _...,,,,,,,..,,,._.,,,,...........:..,.,,.,,,,...,.. FINISH GRADE - TURF cn . ,. � - wFINISH A - TURF _. .. : L 601 f.. FINI - \. I SH GRADE .,,.,, . . .. .,.,. . , , ,. .. . , ,.. . �\ TURF T = I . , .. ... -- ,,,....a .,:�•,,,.,;,•,�,�,,.•��„� .�.:,,:.....��.c..•. OF CURB BEYOND c`i ........._.. __...._. \ \ Q .. .... � \,.� \';' ,. :� :- ,. : :. .... __.......... ...... ............ .._.................__.. ,,,aa�a� > a .._ TO STREET \:``\,: .�. CIRCULAR WALL 907.90 - TURF . . ......... as _ ._ FINISH, •• H � FINI S GRADE GRADE TURF. ``' F - WING WALLS 905.85 a...: : :... ...: : -- - - - - • :, ..: .. .,. ,,. ., : „ ., �. s� ..•s.\.. . t 1 6 - �f�l'SF+' GRADE TURF � ;• � 3000 PSI CONCRETE T SLAB FOOTING ALL - REF. 2/L-203 & 1 L-601 CURVED S20 W t, r ; � #3 BARS, HOR. @ 24” �1 / __ ..... :..... .._._ L 3 6 - COMPACTED SUBGRADE — : ; : • OC, TYP. REF. 1/L-601 FOR WALL FOR WALL DETAILS _....._ ; AGGREGATE BASE, 12" SECTION ALIGN FACE OF 6" DEPTH, #53 STONE - COMPACTED WIDTH DIMENSION REF. 1/L-203 FOR CURB TERRACE W/ CENTERLINE SECTION OF WALL STONE WALL SECTION 2 STONE WALL END ELEVATION L-601 314" 1'-0" 3/4" 3 STONE WALL END ELEVATION = L-601 = 1'-0" L-601 3" THICK, CAST STONE CAP VARIABLE THICKNESS, CAST TOP OF WALL TO MAINTAIN- STONE CAP TRANSITION CONSTANT ELEVATION PROVIDE DRIP CAF TRANSITION NOTE: PIECE - SEE 5/L-601 NOTCH ON ONE PIECE CONTRACLOR TO PROVIDE SHOP DRAWINGS SEE LAYOUT PLAN - SHEET L-203 SIDE AT OVER- HANG, TYP. WALL AND 1'-6" 2'-0 2'-0" ALIGN TYP. \CAP, TYP. 8" 6" 3 — L-601 _ LEVEL--j o TW 910.26 ; TW 910.51 L'j C14 w I - Q - - -� _ _ - -�� L-sot CD \\ \ -- l cr� - --- - _� _ - -301 - FINISH GRADE SEE L •- - c - �� _.,._.......,.___ L / ``' POINTS OF TANGENCY f „ TOP OF WALL TO MAINTAIN CONSTANT ELE VATION co ALIGN EDGE ALIGN BACK OF CURB W/ BACK OF CAP TRANSITION PIECE 24" LENGTH, CAST STONE ELE � � \ CAP TRANSITION PIECE, MORTAR INTO REF. CIVIL DRAWINGS FOR TYPICAL CURB DETAIL BENEATH PLAN PLACE ON TOP OF STONE WALL WHERE SECTION REF. SHEET L-203 FOR WALL DETAILS INDICATED, TYP. 4 STONE WALL - CAP TRANSITION - ELEVATION 5 CAST STONE CAP - END UNIT - L-601 DETAI L 3/4" = 1'-0" L-601 1-112" EQ. -EQ. PROVIDE 1% PROVIDE 1% WASH WASH � �. ��, TYP. SURVEY MARKER, BY OTHERS -CUT CAP STONE DASHED LINE TO FIT IN FIELD ` REPRESENTS WALL \ �. CAP, TYP. r � � r � � rr r rr i � END CAP UNIT END CAP UNIT COULD BE VARIABLE r COULD BE VARIABLE DIMENSION ; DIMENSION DEPENDING DEPENDING UPON PROVIDE 1% ACTUAL LAYOUT IN i WASH PROVIDE 1%1 UPON ACTUAL LAYOUT FIELD. VERIFY WASH IN FIELD. VERIFY � � � �_� � CAST STONE CAST STONE CAP TRANSITION �� CAP TRANSITION PIECE - SEE EA. PIECE SPANS I \ '\ I PIECE - SEE 5/L-601 i' APPROX. 5° Ili 5/L--601 2'-0" TYP. -- — 1'-2TYP. \ _ - - ]_-- CAST STONE CAP LAYOUT -- -- _ END CAP PIECE - c, " P.O.B. V 2 SEE 5/L-202 II I -- :-� 91„ _ VERIFY � PROVIDE 1% AND 8" 8" / I 92" - VERIFY PROVIDE 1% AND WASH CUT IN FIELD TYP. TYP. CAP LAYOUT CAST STONE I WASH I 1'-6° I P.O.B. END CAP PIECE - I CUT IN FIELD TYP. SEE 5/L-202 / I 6 PLAN ENLARGEMENT - WALL CAP LAYOUT PLAN N L-hot 1/4" = 1'-0" 2169 Glebe St., Ste. 200 HORIZONTAL SCALE BRIDGE FILE ITY OF CARMEL C}- � �RFQ. a., Carmel, IN. 46032 RECOMMENDED „ 4 4 (317) 575-8907 FOR APPROVAL 131ST STREET /8 — —0 N/A VERTICAL SCALE DESIGNATION �� "� '•�, DESIGN ENGINEER DATE TOWNE RD. A • � ARA8fi0( 1 = a TO DITCH RD. Al 0 DESIGNED: DRAWN: DETAILS SURVEY BOOK SHEETS Of +�r�'��t$l agl►�� RATIO CHECKED: CHECKED: L-601 CONTRACT PROJECT � t I i i 1 GONNEGT INNER LOOPS OF DRIP TO OUTER LOOPS UNDER GONGRETE STRIP ON BOTH SIDES. GONTRAGTOR TO ADJUSTS HEAD LOCATION IN FIELD TO AVOID SURVEY MARKER \ :: ,, � _ jII jjIllljj l \ \ � 1, 111 . II1 Illlllljlll LI ijlll ,I ' Iijl I III I , - �, - Illjjjlljjjjjijjllljjl, l'� ;'lljlli� l ► lijjlillll � Ill I I Iljj � jlijj � l, ll1�1, \ \ \ \, \� ;,/ l % / / 1 / jlljjljl � � l � ll l -- I \, / �/ ,/ / �/ ,ll � % j / 1 � � � / 11 � � X X Lr I,, / \, I" TAP ON WATERLINE " SERVIGE LINE FEEDIN& " WATER MEETER I MW v RIEtITION GO TRACTOR \ T INSTALL GON OLLER IN GA INET BEING IN TALLED BY HERS N _CH IRRIGATION PLAN L-701 IRRIGATION CONSULTANTS 6i0-2619 -MA': LAD!FC6 KMCI'JR' C0"v1 0 5' 10' 20' RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE °°000°°°�FFIZgp°O�ooO 2169 Glebe St., Ste. 200 1/8p'=1 —0 N/A Carmel, IN. 46032 RECOMMENDED 131 ST STREET VERTICAL SCALE DESIGNATION (317) 575-8907 OUP-- -� FOR APPROVAL e , o VA' DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A o� * r * _IX-/ SURVEY BOOK SHEETS 003249 o DESIGNED: DRAWN: IRRIGATION PLAN 40A of °� o 00 0°°°°'o, 000 r� 0ti1MERGoP�°°° RATIO CHECKED: CHECKED: LI- / 0� CONTRACT PROJECT 004�0��0404� MANUAL DRAIN VALVE SEE DETIAL 6 LF Techline CONTINUES AROUND TO COMPLETE CIRCLE Techline CROSS fitting 1 2 1 SEE DETAIL 9 LINE FLUSHING VALVE (j SEE SPECIFICATIONS FINISH GRAD #F-TLFV-1 TECHLINE TUBE 'CROSS CLINNECT' ��/ �/ FOR DEPTH SEE SPECS COMPRESSION RING 3/4 Y DISC FILTER �� \ \ Techline TE AT MIDPOINT OF CIRCLE /\�\�� / /j\� O2 FINISHED GRADE PVC MAINLINE REMOTE CONTROL 3/4' SCH 80 3/4' PRV 3/4' SCH 80 PVC SUPPLY HEADER / �� F0 /��\��\ Techline TUBIN BLANK TL (TYP.) VALVE UNION UNION FF- �� O DRIP TUBE ELBOW ICENTER FEED PVC HEADER ¢ /j�\ -� Techline LATERAL SEE DETAIL 2 3 ��/\j�j �4 DRIP TUBE _ I _ I F�F� �\ �/�j SEE SPECS (❑R EXHAUST HEADER) O BLANK DRIP TUBE Techline TEE o � Techline CR❑S 6 F // BLANK Techline o O-REMOTE CONTROL 5 PVC HEADER TUBING VALVE BOX S - VALVE WITH DISC (INSTALL PER SPECS) FILTER AND PRV O7 START CONNECTION Techline 3/4' o FLAW SEE DETAIL 7 8 SEE DETAIL 5. MALE ADAPTER - o � CLEAR IMUM 7 AREA PERIMETER 9 O8 PVC FROM VALVE OR PVC TEE (SxSx Techline SHUT-OFF + - FEED TO NEXT DRIP VALVE #TLS❑V AREA PVC PIPIN 3/4' GRAVEL SUMP U �"U u"u - - .� - }� Techline TUBI"YG = Techline TUBING LATERAL (1 CUBIC F❑❑T) (BLANK TUBING MAY yr,y„ C o NO (�r, n„ C7_n C60- n o, r BE ATTACHED TO o 0 o�CY o 0 0 0 027`o 0 0 0 7 O PVC TEE .. OUTLET) o C{�o o��`T7-'o Oo Oo Oo oOoOoOoOoC .. PERIMETER LATERALS BTHREE)SUPPORTS � ` O � � � � � �n�n�n 4 2' TO 4' FROM EDGE ISOMETRIC (1- EA,SC❑R❑NER) GRAVEL SUMP M x F I,P,S COUPLING VALVE B❑X LA ERAL POLY OLS�L ine CV - ROUNDABOUT TUBING EAYHUT 2 PVC SUPPLY HEADER END OR CENTER FEED 3 /Techline START CONNECTION 4 Techline LINE FLUSHING VALVE 5 REMOTE CONTROL VALVE W/ 3/4° PRV _ 6 T e c h i n e C R❑S S DETAIL - NC SCALE (P V/ C T❑ T E E) SECTION - ND SCALE W/ SHUT-OFF VALVE SECTION - N❑ SCALE & 3/4�� DISC FILTER SECTION - NO SCALE SECTION - NO SCALE 1 2 4 SIDE VIEW 1 BACKFLOW PREVENTER ❑❑❑ ❑❑ ❑❑❑ ❑ ❑ 11❑ ❑11❑ 5 (-COVER ❑ ❑❑ 000 2 UNION 12• MIN. O QUICK COUPLER O 1 r VALVE . .•.• 7 6 5 II I_-_I I-`=�Io�I=,,�,=�I�°�• v I a I=I°_=,o,•e,e v OI•b I_=',v e,,-.I v I I°--•,Io IIlI°l I= �=>I�Io' 4 =IC_ICI_ll II-I I-I I TOP VIEW 1 I;I I III_ =III� =I - -1 5 Legend i METER AND -) rip I Notes O I PIT OTHERS I FLOW 6 VALVE 1 . This drawing is for diagrammatic purposes only. Actual layout 1 . Provide drip irrigation for lawn areas as shown. LEGEND 3/4• METER - - Mainline (I " Class 200 PVC) of sprinkler heads, drip tube, valves, controller and other 2. Drip tubing shall be fed by 1 " pvc pipe. 1 1 equipment shall be determined on site. Minor field adjustments 3. Drip Lubin shall be installed 6" below the finished grade 1. ALUMINUM BACKFLOW ENCLOSURE. 5. WATER SERVICE INLET PIPING. � P 9 9 COLOR TO MATCH SITE CABINET SERVICE FOR IRRIGATION CONTRACTOR Laterals (1 " Class 200 PVC) 2. Coaltractomaderestpo no responsible fornaler fysngt�ocatioowner.of ail site utilities 4. Drip tu bing aphall staples installed 36 evenly spaced rows/circles AT SE CORNER OF SITE. 6. WATER SERVICE OUTLET PIPING. POINT OF R IRRIGATION To 2' 2. BACKFLOW PREVENTER. 7. FINISH GRADE. (a4IR IGATI ON CONNECTION --------- Netafim Drip Tubing - #TLCV26-1810 for lawn area and making the necessary adjustments to the irrigation system approximately 18" apart throughout the lawn areas, starting 2" to accommodate the infrastructure. from the edge of the curb/pavement. 3. ANCHOR ROD (TYPICAL). 3. Mainline and laterals shall be 1 " Class 200 PVC pipe. PVC lines Cross connect drip tube circles at two points in the zone; at M New 3/ri water meter, 1 " tap and 1 " service line feed In drip ones and lines connecting separate drip areas shall the point the valve connects to the zone and at a point 180° 4. POURED CONCRETE BASE - 6° - by irrigation contractor g p g P p P P MIN. THICKNESS - EXTEND 4" be 1 " PVC. Cross-connections are shown on plan. BEYOND OUTSIDE DIMENSIONS OF 4. All PVC fittings are to be solvent weld Schedule 40. Drip tube 5. A Disc Filter and Pressure Regulator shall be installed immediately ENCLOSURE. Controller: Weathermatic Smartllne 1600 C fittings shall be Netafim drip tube fittings. downstream from the control valve for the drip zone. with #SLW10 weather monitor 5. Remote control valves shall be as noted in legend. 6. Install a Manual Drain Valve at the end point(s) of the drip zone ALUMINUM BACKFLOW ENCLOSURE All valves shall be installed in valve boxes with the lid mounted in a valve box. 7 ►� Reduced Pressure Assembly Breaker backflow preventer (Febco #825Y-1 ) at ground level. Valve boxes shall be Carson 12"x18" rectangular N.T.S SBBC_AL in Strong Box enclosure #SBBC-30AL or 10" round types. All valve boxes shall contain 1/2" pea gravel from the bottom of the box up to the bottom of the pipe. Line-size brass ball valves (Harvard #56-100), 6. Quick coupling valves shall be mounted on 1 " triple elbow in valve box. swing joints. One quick coupling key shall be provided with the system. > Quick Coupling Valves: 7. All pop-up irrigation heads shall be installed on FunnyPipe, or Toro #474-00 flexible cut-off risers, with a clearance of 6" (minimum) from Weathermatic #V100 the edge of any nearby paved area. Lid Flush Hunter #QCV-100 8. All piping shall be installed: mainline at 18" below grade, laterals With Grade at 12"-16" below grade. Rainbird #SRC 9. This irrigation system was designed assuming that at least 11 Curb Box on swing j oints, in valve boxes. g y g g With Cover/Lid gpm will be available at a minimum of 54 PSI static (at the point of connection). Pressure loss in the system is estimated � Electric Control Valves: at 24 p.S.i. i�/i Ri�/i� (Verify) 1 '> HOPE Sleeve** c_ NOTE: 10. All lateral pipe shall be pulled with a vibratory plow. The (Under Pvmnt) 1) 1 " Or Smaller Service Line Weathermatic #12024EF-10 slit-dome' shall be compacted to its original grade. c 3 Toro #254-06-04 11 . Contractor is responsible for settling of all trenches and sprinkler ¢s Shall Be Direct Top Unless Irritrol #2500TF heads for a period of one year. Approved By Carmel Utilities. Hunter #PGV-100MM 12. The irrigation controller shall be as noted in the 'legend. The Rainbird #100-PGA controller shall be mounted on the electrical panel, in a box 2 2) Corporation Stop Shall Be provided by others, near the location shown on the plan. The Brand And Mode/ Approved By Drip Zone Valve owner shall provide 120V-AC power to the controller locations. Block Riser Carmel Utilities. Toro #EZF-21 -04 with pressure regulator and filter Electrical connections to the controller will be by the electrical Concrete Block Pressure Reg. - Netafim #PRV075HF45 contractor. Irr. contractor is responsible for mounting the Curb Stop 3 Service Line Top Shall Be Filter - Netafim #DF075-120 controller in the box and running wires to the valves and p a weather monitor. The irrigation contractor shall allow for five- Installed With A Min. Horiz. MP Rotator 3000 nozzle on 12" pop-up Spray Head body hundred feet of controller-to-weather monitor communication p 9 Separation of 24 . (mounted on FunnyPipe or flexible cut-off risers): wire in the bid. Corporation Stop p Spray Head Bodies 13. Contractor is responsible for installing the SLW10 weather sensor Tapped Full-Circle 4) p 2 Inch Tops And Smaller Toro 570-Z on the light pole nearest the controller. Coordinate final location Wrap Around Weathermatic LX of sensor with owner. Water Main Shall Not Be Installed Within 14. All wire shall be #18 direct burial U.F. multi-cable. Cable should Stainless Steel Irritrol HS Length - Varies 1'-0" 5' include two extra wires (5 wires total.) Service Clamp Within 18 Inches of Mechanical Hunter Pro-spray 15. A 1 " Quick coupling valve shall be located at the irrigation water (Verify) Joints And Bells. Rainbird 1800 supply point (downstream of the backflow preventer) to provide a HDPE Sleeve** (Under Pvmnt) a point of injection for compressed air (40 psi maximum) to purge # Top = Zone/Controller station assignment the system of retained water in preparation for winter shut-down Bottom Left = Size of valve of the system. � # # Bottom Right = Gallons per minute for that zone 16. The mainline and wires running from the roadside into the F_ WATER _J o METER roundabout will use an existing sleeve. 17. Contractor shall warranty the system for one full year from the N Curb Stop date of acceptance. /cur Box 18. Contractor shall provide 'As-Built' drawings of the completed With Cover/Lid installation to the owner on reproducible vellum. As--built Copper Service Line drawings shall be the some scale as the original drawings. 19. Contractor shall conduct a training session with the owner (or representatives) demonstrating the operation of the system * Service Saddle Must Be Omitted For Services I" And Smaller And and the controller. As part of this training, contractor shall provide Direct Taps Made to Ductile Iron Pipe, Class 350 Or Greater. (verify one spring start-up and one fall shut-down of the system. : With Owner For Pressure Class DIP.) CITY OF CARMEL RESIDENTIAL WATER SERVIC CH 20. Contractor shall verify location of property lines, right-of-ways, STANDARD DETAILS WITH CURB STOP DETAIL and easements on the site. They shall confirm these locations ** For all Service Lines Installed Under Pavement Install HDPE Sleeve IRRIGATION CONSULTANTS with the owner, then obtain the necessary permits/approvals Under Pavement Section. DRAWN BY: DR&TM NAIR: before installation commences_ DATE: MARCH 2001, SCALE: NOT TO SCALE CROSSROAD ENGINEERS, PC C114-2 ��pp4��0�0��0000p00 RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE QQQpo�� F°F°Zqp °00°00 2169 Glebe St., Ste. 200 » „ 'c ° RECOMMENDED 131ST STREET 1/8 =1 -0 N/A Carmel, IN. 46032 °a o (317) 575-8907 0 , FOR APPROVAL VERTICAL SCALE DESIGNATION 9e ''.� DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A 003249 o DESIGNED: DRAWN: IRRIGATION DETAILS SURVEY BOOK SHEETS °FS G N; 40B of ®°°OOOOOMMERG�PO°®�® LI_'702 CONTRACT PROJECT 04p0 0 0 0 0 0 0 1 0 0 4 40�� RATIO CHECKED: CHECKED: HOUSING LIGHTING FIXTURE AND EQUIPMENT SCHEDULE 9 5/8" ENCASULATED TRANSFORMER GRANULAR MATERIAL (RIVER ROCK) MOUND UP AS SHOWN TYPE QUANTITY DESCRIPTION LAMP MOUNTING 3" WIDE, ALL SIDES L1 2 HADCO ILN5D4 LED BRONZE FINISH 12V 12.4 WATTS LED (INCLUDED) SEE DETAIL T 1 HADCO TBC303-15 TRANSFORMER 120V IN 12, 13, 14 OR 15 V OUT N/A SEE DETAIL - - i i I GROUND NOTES: 12 5/16" l CONDUIT ENTRY AREA **1 EXACT LOCATION OF TRANSFORMER AND LIGHTING FIXTURES TO BE DETERMINED AT TIME OF INSTALLATION IN CONJUNCTION WITH ARCHITECT MUST BE POTTED **2 USE SILICONE-FILLED LIQUID-TIGHT WIRE NUTS FOR ALL IN-GROUND CONNECTIONS **3 SECONDARY WIRING MUST BE SIZED AS REQUIRED TO MAINTAIN 12V AT THE FIXTURE **4 RUN ALL WIRING IIN MIN. SCHEDULE 80 PVC CONDUIT **5 INSTALL ALL MATERIAL PER LATEST FEDERAL, STATE AND LOCAL CODES AND ORDINANCES AND PER MANUFACTURER'S INSTRUCTIONS LIQUID TIGHT CONNECTOR (BY E.C.) 12V OUTPUT 120V INPUT TYPICAL TRANSFORMER MOUNTING L1-8o1 NOT TO SCALE FIXTURE HOUSING T R �f � SPLICE WITH LIQUID TIGHT 4 1/8 WIRE NUTS GRANULAR MATERIAL (RIVER ROCK) j PROVIDE AS SHOWN - SEE 11-501 120V POWER FROM UTILITY BOX SUBGRADE COORDINATE RUN AND LOCATION \� 4 3/8 / OF CONNECTION W/ 8 / ROADWAY WORK DRAWINGS " \ AND FINAL CABINET LOCATION - BY OTHERS \ FACTORY SEALED WIREWAY FIXTURE CABLE TRANSFORMER (TYPE T) \ SET IN-GROUND, \ SEE DETAIL 1/1-1-801 FEED CABLE IN PVC CONDUIT I ENSURE ALL RUNS DO NOT 1 2 TYPICAL FIXTURE MOUNTING I INTERFERE OR CONFLICT 1 �1-801 NOT TO SCALE W/TREE LOCATIONS I OR ROOTBALLS,TYP. I I J I I I I J I TYPICAL LANDSCAPE LIGHT (TYPE L1) L1 I SEE SHEET L-201 i T / \ IN-GROUND TRANSFORMER 120V/1 P POWER v N 3 ONE LINE LOGIC DIAGRAM 4 TYPICAL LIGHTING FIXTURE LAYOUT L1-801 NOT TO SCAT F Li-801 0 5' 10' 20' ,� HOLEYMOLEYSAYS RATIO Architects, Inc. CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE � saRAUS '/��, "DON'T DIG BLIND" 2169 Glebe St., Ste. 200 A � •- ,SST Eq• � .�' L� Carmel, IN. 46032 RECOMMENDED 1/BPI=1 —0 N/A �'� ��=q �_ / (317) 575-8907 EVA' FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION - U PLO INDIANA STA F IAW I5 6 1991 DESIGN ENGINEER DATE TOWNE RD. TO DITCH RD. N/A a _ -- IT IS AGAINS?THE iAW TO FXCAVATF r •. �To - I ---� WI �NO�IIYING LOCATION SLRVICC 1WO(2)AORKING AR 6U 01 DAYS a Fort GoMNING ��•I WORK DESIGNED: DRAWN: LIGHTING PLAN SURVEY BOOK 40C SHEETS IT'S WORKING THE LAW" Mt LI-801 CONTRACT PROJECT 1-800`382-f5544 RATIO CHECKED: CHECKED: CA TOLL PA VEMEEN T Q UA TI TIES A ND A P CH TA BL E BEYOND R/W LINE ~ z_ HMA MATERIAL FOR ROADS HMA COMPACTED >- MATERIAL FOR COMPACTED AGGREGATE o m CL HMA m U z w z z w z Uj Q N Q AGGREGATE FOR FOR -' w z ° w (3 FOR QJ I W - I � IE- 0 0 DESCRIPTION 1' z Z J w � ''' GRADE EXCAVATION z a U-z tea_ z wz Wa z_ �= Wa= U w U w BASE NO. 53 SURFACE N MAILBOX c� o Q O � Q J �- 0 3 APPROACHES _ w o _ N- o o� w REMARKS ° z Q H 0 0 w Q w U w �a �W Q QQ HW(�Q �Q F""wQ J Q- -� IL h Y � Q LOCATION (APPROACH TYPE 3 w (n Uj a w V) = ? N M ?m � m � ?�0� V)a ?�n- a > a > ao 0 a N0. 73 LOCTION OR CLASS) J ° m m o m V) z W Ib/ d2 Ib/yd2 N N a 0 o0 DEPTH DEPTH -i Uj 0 0 Q O M .. f/ i 0 1 2 3 CUT FILL � 0 165 385 165 275 715 275 165 275 6 8 5 i C z � ft ft ft ft Ton Ton yd % % % yd yd yd2 TON TON TON TON TON TON TON TON TON TON TON TON Sq. Ft. Sq. Ft. TON TON TON TON TON TON TON TON '' i N o LINE "A" LINE "A" - - -- -- 50+54 LT. CLASS 1 14.5 31 .5 10/10 7.5 +7.0 +1 .3 55.0 18.2 _ X -_50+73 LT. 52+28 RT. STREET APPROACH 31 34.6 30/30 -1 .7 _ - 53+90 LT. CLASS 1 16 38.6 10/10 14.6 8.3 7.0 -6.0 -14.0 -1 .4 49.0 2 5 24.5 X 54+10 LT. 55+47 RT. STREET APPROACH 30 25.7 30/30 -3.5 55+51 LT. (FUTURE) ST. APPR 26 42.2 40/40 -3.3 59+07 RT. STREET APPROACH 53 50.1 40/40 -1 .2 - 59+08 LT. STREET APPROACH 53 P41 .5 2 40/40 -0.3 - 62+98 RT. STREET APPROACH 25.5 40/40 -3.0 62+99 LT. STREET APPROACH 25.5 .5 40/40 -1 .3 65+03 RT. STREET APPROACH 24 .3 5/13. -2.8 - - - 65+44 LT. STREET APPROACH 24 63.5 25/25 -3.5 -0.7 - - 69+77 RT. STREET APPROACH 14 19.7 25/25 +1 .9 70+48 RT. MOD. CLASS 1 12 30.4 25/25 11 .4 7.1 -6.0 58 19.3 7.1 71 +76 LT. STREET APPROACH 16 23 25/25 +1 .2 72+91 LT. CLASS 1 12 29.6 10/10 5.6 3.1 +8.3 +8.0 +1 .0 38 12.6 3.1 X 72+73 LT. 74+06 RT. CLASS 1 12 22 10/10 3.0 1 .8 +0.6 31 10.4 1 .8 X 73+86 RT. 74+65 LT. CLASS 1 16 24 10/10 -4.5 50 16.6 _ X 74+86 LT. 75+46 LT. CLASS 1 13 24 10/10 -3.7 41 13.5 X 75+66 LT. 76+63 LT. CLASS 1 20 24 10/10 -5.7 58 19.2 _ - X 76+85 LT. 78+53 LT. CLASS 1 12 24 10/10 +4.9 39 13.0 _ X 78+72 LT. 80+42 RT. STREET APPROACH 40 49 40/40 -2.8 80+47 LT. STREET APPROACH 40 40 40/40 -0.8 - 82+95 LT. CLASS 1 20 24 10/10 -1 .4 59 19.7 X 83+16 LT. 84+82 LT. 84+64 LT. CLASS 1 12 24 10/10 +0.3 32 10.7 _ X - 85+59 LT. CLASS 1 14 19.7 10/10 0.7 -7.3 34 11 '5 -; i �_ 90+38 LT. STREET APPROACH 22 47 40/40 +1 .9 -- - a I I LINE "S-1 -A" LINE "S-1 -A" ---- -- 21 +83 RT. CLASS I 18 44 10/10 15 14.7 12.0 -6.0 +2.1 64 4 8 36.0 X 21 +62 RT. 23+45 RT. CLASS 1 12 44 10/10 15 8.9 -6.0 -10.0 +0.4 45 14.8 8.9 MAIN L-IN E 2620 4367 12775 5046 31 PATH 885 1031 2084 / z Q / 0 U S U F D I w z 0 / w a) m U M � / L6 E 3 J O� -J j J O N m xZ><1 �" ��"��°'�„�"�� CITY 1 OF CARME HORIZONTAL SCALE a�Q �i �� C/ `'�°, NIA BRIDGE A IL Y E, ,4 / / M w/d RECOMMENDED 131T STREET ao �� RFa �� FOR APPROVAL 4-01 -08 VERTICAL SCALE DESIGNATION .. .. .. .. .. _ NO. DESIG GINEER DATE TO�PNE RD. TO DITCH N/A w - SURVEY BOOK SHEETS Q � 10809004 ?w�M, STATE OF � �,o Q Z F !Np i ANP DESIGNED: B.E. DRAWN: T.B.% APPROACH TABLE 41 of 76 tf w zi ,`�'S�O �� CONTRACT PROJECT Li Li wo '%� NAL ,� CHECKED: J.V. CHECKED: B.E. 06-09 x Transportation& �� x�o�� 1 E- Development Consultants SIGN SUMMARY NEW AND RELOCATE SIGN SUMMARY - NEW AND RELOCATE SIGN SIGN POST, SQUARE, WITH REINFORCED ANCHOR BASE SIGN SIGN POST, SQUARE, WITH REINFORCED ANCHOR BASE Z OFFSET ENCAPSULATED DECORATIVE RESET SIGN SHEET SIGN ( TYP. 1) 2 1/4" X 2 1/4" X 12 go. DESCRIPTION z OFFSET ENCAPSULATED DECORATIVE RESET SIGN SHEET SIGN ( TYP. 1) 2 1/4" X 2 1/4" X 12 ga. DESCRIPTION LENS SHEET STREET SIGN DECORATIVE SHEET AND LENGTH TOTAL LENS SHEET STREET SIGN DECORATIVE SHEET AND LENGTH TOTAL No. OF POST w SIGN CODE SIGN SIZE " No. OF POST w = SIGN CODE SIGN SIZE THICKNESS 0.080" ASSEMBLY SIGN RELOCATION POST REMOVAL OF POST POST LENGTH w w = THICKNESS 0.080 ASSEMBLY SIGN RELOCATION POST REMOVAL OF POST POST LENGTH N LOCATION J inch x inch SQ. FT. EACH EACH EACH EACH FEET EACH FEET N LOCATION inch x inch SQ. FT. EACH EACH EACH EACH FEET EACH FEET 19 38+70 X W3-1 1 Remove Existing Sin 22 15+80 X W2-6 30 X 30 6.25 Roundabout Ahead 19 39+60 X W2-6 30 X 30 6.25 _ 13 2 26 Roundabout Ahead 22 X W16-8 43 X 9 2.69 Street Sign X W16-8 43 X 9 2.69 Street Sin 22 X W13-1 15 18 X 18 2.25 13 2 26 Seed Limit X W13-1 15 18 X 18 2.25 Seed Limit 22 16+80 X R3-8 Mod. 30 X 30 6.25 13 1_ _ 13 Lane Designation 19 41+79 X R2-1 45 1 Seed Limit 22 16+80 X R3-8 Mod. 30 X 30 6.25 _ -13 1 13 Lane Designation X D11-1 1 13 1 13 Bike Route 22 18+00 X R2-1 40 24 X 30 5 _ 13 1 13 Seed Limit 19 42+26 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 22 18+45 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 19 42+60 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 22 18+80 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 19 42+78 X STREET NAME 1 W 131st STREET 22 18+97 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 19 43+20 X R6-1R 36 X 12 3 9 1 9 One Way 22 19+23 X R1-1 1 Remove Existin Sign 19 43+44 X R1-1 1 Remove Existing Sin 22 19+42 X R6-1R 30 X 12 3 9 1 9 One Wa 19 43+47 X STREET NAME 1 TOWNE ROAD 22 20+27 X R1-1 1 Remove Existing Sign 19 43+86 X STREET NAME 1 TOWNE ROAD 22 20+28 X R6-1R 30 X 12 3 9 1 9 One Way 19 44+01 X R6-1R 36_X1 2 3 9 1 9 One Way 22 20+75 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 19 44+20 X R1-1 1 Remove Existing Sin 22 20+87 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 19 44+53 X STREET NAME 1 W 131st STREET 22 21+16 X R2-1 40 1 13 1 13 Reset Existing Sheet Sign 19 44+59 X R1-2 36 X 36 X 36 4.5 13 1 13 Yield 22 21+22 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossin 19 44+97 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 22 22+50 X W4-2 30 X 30 6.25 - 13 1 13 _ Lane Reduction S bol 19 46+04 X R2-1 40 1 Seed Limit 22 22+87 X R3-8 Mod. 30 X 30 6.25 13 1 13 Lane Designation X D11-1 1 13 1 13 Bike Route 22 22+87 X R3-8 Mod. 30 X 30 6.25 13 1 13 Lane Designation 19 47+50 X INFO. SIGN 1 Salvage Exist. Sin & Return to Owner 22 23+87 X W2-6 30 X 30 6.25 Roundabout Ahead 19 47+59 X W2-6 30 X 30 6.25 13 2 26 Roundabout Ahead 22 X W16-8 43 X 9 2.69 _ _ 13 2 26 Street Sign X W16-8 43 X 9 2.69 Street Sin 22 X W13-1(151_ 18 X 18 2.25 Seed Limit X W13-1 15 18 X 18 2.25 Seed Limit 22 24+45 X R4-7 24 X 30 5 13 1 13 Keep Right (Symbol) 19 49+04 X W3-1 1 Remove Existin Sin 22 25+00 X OM-3R 1 _ Remove Existing Sin & Post 20 51+90 X STREET NAME 1 DEER STYNE ST. W 131st STREET 22 25+07 X OM-3L - 1 Remove Existing Sin & Post 20 52+35 X R6-1 R 30_X1 2 3 9 1 9 One Way 22 26+36 X W3-1 1 _ Remove Existing Sin & Post 20 52+52 X R1-1 1 Reset Existing Decorative Stop & Street Signs --- 20 55+20 X STREET NAME 1 BARNHILL CT. W 131st STREET -- -- 20 55+25 X STREET NAME 1 TRADD ST. W 131st STREET --- - -- - 20 55+32 X R1-1 30 X 30 6.25 Stop Sin -- - X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin - -- 20 55+75 X R1-1 1 Reset Existing Decorative Stop & Street Signs - - X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin - -- 20 58+60 X STREET NAME 1 BROAD ST. W 131st STREET - - 20 58+75 X R1-1 1 Reset Existing Decorative Stop & Street Signs -- -- X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin - - 20 58+30 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing - 20 59+91 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 20 59+44 X R1-1 1 Reset Existing Decorative Stop Sign X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sign 20 62+19 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 20 62+45 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing - 201 62+67 X STREET NAME 1 FROGMORE ST. W 131st STREET 20 62+75 X R1-1 1 Reset Existing Decorative Stop & Street Signs --- 20 62+90 X R6-1R 30 X 12 3 9 1 9 One Way 20 63+05 X R6-1R 30 X 12 3 9 1 9 One Way - 20 63+20 X R1-1 1 Reset Existing Decorative Stop & Street Signs - - 21 64+86 X STREET NAME 1 FRONTAGE PL. W 131st STREET 21 65+22 X R1-1 1 Reset Exist. Dec. Stop, Street Sign & Light Pole - X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin - 21 65+29 X R1-1 1 Reset Existing Decorative Stop Sign X R6-3 24 X 18 3 Place New Sign Below xisting Stop Sign 21 65+65 X STREET NAME 1 HAVERFORD ST. W 131st STREET 21 69+50 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing - 21 69+64 X STREET NAME 1 FRONTAGE PL. W 131st STREET 21 69+80 X R6-1R 30 X 12 3 9 1 9 One Wa - 21 69+90 X R1-1 1 Reset Existing Decorative Stop Sin -- - 21 70+16 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing--- - 21 71+61 X R1-1 1 Reset Existing Decorative Stop & Street Si ns _ X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin 21 71+70 X R6 1R 30 X 12 3 9 1 9 One Way 21 71+90 X STREET NAME 1 HAVERFORD ST. W 131st STREET _ - 22 80+00 X INFO. SIGN _ 1 Salvaqe Exist. Sign & Return to Owner - 22 80+00 X STREET NAME 1 HORSEFERRY RD. W 131st STREET - - 22 80+17 X R1-1 1 Reset Existing Decorative Stop & Street Signs ---- - X R6-3 24 X 18 3 - Place New Sin Below Existing Stop Sin - - -- ----- --- - ---- 22 80+70 X R1-1 1 Reset Existing Decorative Stop Sin ------ - X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin -- --- 22 80+84 X STREET NAME 1 DUMBARTON DR. W 131st STREET 22 80+94 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing- - 22 81+20 X W11-2A 30 X 30 6.25 13 1 13 Pedestrian Crossing 22 88+65 X W2-2L Side Road Sin - 22 90+08 X STREET NAME 1 W SHERBERN DR. W 131st STREET 22 90+19 X R1-1 1 Reset Existing Decorative Stop Sign X R6-3 24 X 18 3 Place New Sin Below Existing Stop Sin - 22 90+57 X STREET NAME Reset Existing Decorative Street Sin - 22 92+95 X R4-7 24 X 30 5 13 1 13 Keep Ri ht (Symbol) - - / Cn z Q J d U O U S U H I w z o 0 -- m m cn � � N TOTAL 256 15 14 5 11 536 J u-a JU '00 Q/JO x v m I -- - Y - """ ° " CITY ®F CARMEL HORIZONTAL BRIDGE FILE m w�� 4��sr R� F � % RECOMMENDED 131 ST STREET N/A �I in o �� F� �� `>, FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION m NO. DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A w z 10809004 w SURVEY BOOK SHEETS • o T.B. z �� n STATE OF DESIGNED: B.E. DRAWN: 42 of 76 w Zi • , • , ' Fss iN p ANP ��\ CONTRACT PROJECT ww�J� %<, �0 NA� SIGN SUMMARY m C5__� rransportation& 06-09 VIII CHECKED: J.V. CHECKED: B.E. "D 0 Development Consultants UNDERDRAIN TABLE UNDERDRAIN TABLE UNDERDRAIN TABLE U)d9r ah a der&m �►a�-�r� Type 4 Pipe o =- Type o Pipe Z C =II O II II II U � o �C FType 4 Pip7 e o c o n o a c a� v 0 - Z N 0 c 0 o w v - C O~X 'II L L Q•+L II L O- •U N 'C-II N II? W 3 mII II C a•II C_II C Q-> v-v o apv II L�• •-Z , C t a> O cn n v > o - +V i O L o- I I -c_n�v U C>X v 0 = O v *� L L O N W II -J( ) Q L L O = � I II J O- t -& ' I - L o O n > (1) ' v v° O v o J 7 - = t w+v s c I Cn = E II C.) O (D O °�O V) 3 c E O Q (/ N U ° ®(ft) (yd2) (yd3) (Ton) U 4- a% Remarks (ft) (yd2) (yd3) (Ton) / (Y/N) Remarks ft) (y (Y/N)»A„ % O C- Remarks A „S-1-A„ 37+62 LT. 51 35.0 4.6 901.15 N 14 900.73 Future Connection to West 37+62 901.03 N 38+13 901.35 N ® 901.15 38+13 RT. 51 35.0 4.6 13 900.53 16+54 LT. 30 20.6 2.7 EXIST N 901.21 N 16+84 900.92 N 101 899.05 Connect to Existing 38+17 LT. 233 159.8 21.0 901.40 N 17 900.43 38+17 901.21 N 17+08 900.96 N 40+50 902.39 N 40+50 RT. 233 159.8 21.0 902.39 N 16 900.25 LT. 195 133.8 17.6 105 900.54 19+00 901.93 N 40+50 LT. 187 128.3 16.8 902.39 N 112 900.23 40+50 902.39 N 19+00 901.93 N 42+38 901.09 N 42+27 RT. 187 128.3 16.8 901.61 N 102A 899.08 19+50 LT. 64 43.9 5.8 901.35 N 107 900.93 20+82 LT. 135 92.6 12.2 901.49 N 110 900.92 22+10 902.31 N 44+48 LT. 125 85.8 11.3 901'27 N 108 898.58 44+63 901.43 N 22+10 902.31 N 45+60 901.79 N 45+60 RT. 99 67'9 8.9 106A 900.93 LT. 178 122.1 16.0 901.80 N 23+88 901.59 N 115 901.17 45+60 LT. 238 163.3 21.4 901.79 N 22 900.05 45+60 901.80 N 24+12 901.59 N 47+98 _ 900.55 N 47+98 RT. 238 163.3 21.4 21 899.47 LT. 43 29.5 3.9 900.55 N 24+55 901 80 N 120A 901.17 Ca for Future Connection 48+02 LT. 196 134.5 17.6 900.55 N 24 898 95 48+02 900.55 N 16+54 EXIST N 49+98 899.46 N 49+98 RT. 196 134.5 17.6 23 898.95 RT. 30 20.6 2.7 899.46 N 16+84 900.92 N 100 898.59 Connect to Existing 50+21 LT. 50 34.3 4.5 899.44 N 27 898 70 50+21 899.44 N 17+08 900.96 N 50+71 899.69 N 50+71 RT. 50 34.3 4.5 26 898.12 RT. 195 133.8 17.6 _ 899.69 N 19+00 901.93 N 104 900.54 50+75 LT. 199 136.5 17.9 899.60 N 30 899.10 50+75 899.60 N 19+00 901.93 _ N 52+74 900.61 N 52+74 RT. 199 136.5 17.9 29 898.52 RT. 68 46.6 6.1 _ _ _ 900.61 N 19+46 901.33 N 106 898.30 52+78 LT. 177 121.4 15.9 900.60 N 33 900.10 52+78 RT. 177 121.4 15.9 900.60 N 20+55 901.40 N 54+55 901.50 N 54+55 32 899.52 RT. 160 109.8 14.4 901.50 N 22+10 _902.31 N 109 898.64 54+55 LT. 253 173.6 22.8 901.40 N 36 898.50 54+55 RT. 253 173.6 22.9 901.40 N 22+10 902.31 N 57+08 899.00 N 57+08 35 897.92 RT. 178 122.1 16.0 _ 899.00 N 23+88 - 901.59 N 114 901.17 57+12 LT. 113 77.5 10.2 899.00 N 37 897.15 57+12 RT. 120 82.3 10.8 899.00 N 24+12 - - NOTE: SEE CURB DETAILS FOR LOCATION NOTE: ALL CATCH BASINS AND MODIFIED NOTE: SEE CURB DETAILS FOR LOCATION NOTE: ALL CATCH BASINS AND MODIFIED OF RIM ELEVATIONS FOR INLETS. STRUCTURES WITH A SUMP SHALL OF RIM ELEVATIONS FOR INLETS. TA STRUCTURES WITH A SUMP SHALL A ST UCTU U E D TA IN CATCH IN HOODS. UC R CLUDE C C BAS INCLUDE CATCH BASIN HOODS. LOCATION DESCRIPTION ELEVATION THICKNESS v) ^ LOCATION DESCRIPTION ELEVATION THICKNESS N Li W J p J J Z U p Z H W J p J J Z F- U p Z H W H J O = =1 F- W �- W Z O U W J O p =� 9E iE W W Z O U LL_ Q w NEENAH W D w a _ w ,� a X W NEENAH w W N SIZE } Z UP DOWN Y U Y J w I- U N ~ Z N REMARKS I- m F- N SIZE } Z UP DOWN � � U 2 J � I-- U fn �" Z v) REMARKS U � = N W RIM UW � U w M LjCL Ztn wU CASTINGS Z U I- N RIM U � U w Wd W WU M � STATION L- 0 O TYPE J STREAM STREAM a � � a � ? O w � o < a- N O o � W � ~ W � � Zo J � CASTINGS Zo 0 _ STATION o TYPE J STREAM STREAM a Q W =� > F n.. LJ Z J E U d lJJ m V) m v) Q U U U U � Z J U d m N m (~ a � U U U N d N d _ INCHES FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS TON CYS EA. TYPE INCHES FT. ELEV. ELEV. ELEV. �_CYS INCH INCH SYS TON CYS EA. TYPE LINE "A" LINE "A" _ 1 87+67 X 60 RCP PIPE 24 877.36 877.14 1 88 26.8 1 Ditch Connect to Exist. 60" Pipe 15 38+15 X EXISTING STRUCTURE 903.05 898.65 898.40 EXIST. Core Exist. Str. for RCP from Str. 16 16 38+15 X 12 RCP CATCH BASIN K-10 40 904.21 900.25 899.85 1 23 15 71 82+53 X 15 RCP MANHOLE C-4 40 891.55 885.40 885.00 1 44 _ 7.0 2.5 1 POND Remove Existing Structure & Pipe 17 38+15 X 12 RCP INLET J-10 58 904.35 900.93 900.35 1 22 16 72 82+53 X 12 RCP CATCH BASIN K-10 4 890.97 886.89 886.85 1 9 71 18 40+08 X EXISTING STRUCTURE EXIST. No Work Required 73 82+53 X 12 RCP INLET J-10 48 890.97 887.47 886.99 1 23 72 19 47+03 X EXISTING STRUCTURE 904.75 Adj. Cast. to Grade & Install Type 4 Casting 74 NOT USED 20 48+00 X 15 RCP MANHOLE C-4 West Inv. = 896.88± (Field Verify) 75 84+48 X 12 RCP INLET J-10 48 1 887.07 883.57 883.09 1 22 1 76 East, Inv. = 896.86± (Field Verify) 76 84+48 X 12 RCP CATCH BASIN K-10 4 887.07 882.99 882.95 1 9 77 21 48+00 X 12 RCP CATCH BASIN K-10 8 903.55 899.47 899.40 1 16 20 77 84+48 X 12 RCP MANHOLE C-4 202 887.65 882.85 881.84 1 73 80 22 48+00 X 12 RCP INLET J-10 48 903.55 900.05 899.57 1 24 21 78 86+50 X 12 RCP INLET M-10 48 885.60 881.84 881.60 1 22 79 22A 49+42 X EXISTING STRUCTURE 904.00 Adj. Cast. to Grade & Install Type 4 Casting 78A 86+50 X 12 RCP PIPE CATCH BASIN, 18" 20 883.80 881.94 881.84 1 7 __ 78 23 50+00 X 12 RCP INLET J-10 15 902.46 898.95 898.80 1 1 10 1 26 79 86+50 X 12 RCP CATCH BASIN K-10 4 885.60 881.50 881.48 1 9 _ 80 24 50+00 X 12 RCP INLET J-10 15 902.46 898.95 898.80 1 10 27 80 86+50 X 15 RCP MANHOLE C-4 48 886.18 881.38 881.00 1 12 7.0 2.5 1 DITCH 25 50+19 X 18 RCP MANHOLE C-4 54 895.87 895.61 1 28 West Inv. = 895.89± (Field Verify) 81 NOT USED East Inv. = 895.87±, (Field Verify) 82 NOT USED 26 50+19 X 15 RCP CATCH BASIN C-15 8 902.44 898.12 898.04 1 10 25 83 88+20 X 18 RCP MANHOLE J-4 22 884.70 878.43 878.32 1 27 7.0 2.5 1 Ditch 27 50+19 X 12 RCP INLET C-15 48 902.44 898.70 898.22 1 25 26 84 88+20 X 12 RCP CATCH BASIN K-10 6 884.69 880.61 880.55 1 6 _ _ 83 28 50+73 X EXISTING STRUCTURE 904.00 Adj. Cast. to Grade & Install Type 4 Casting 85 88+20 X 12 RCP INLET J-10 48 884.69 881.19 880.71 1 20 _ 84 Core Exist. Str. for RCP from Str. 29 86 89+30 X 12 RCP INLET J-10 7 884.18 880.78 880.74 1 7 _ 89 29 50+73 X 12 RCP CATCH BASIN K-10 8 902.59 898.52 898.44 1 10 28 87 89+30 X 12 RCP INLET J-10 7 884.18 880.78 880.74 1 7 90 30 50+73 X 12 RCP INLET J-10 48 902.59 899.10 898.62 1 22 29 88 89+39 X 15 RCP MANHOLE C-4 119 884.46 879.39 878.68 1 70 _ _ 83 30A 51+92 X EXISTING STRUCTURE No Work Required 89 89+39 X 12 RCP CATCH BASIN C-15 6 884.16 880.30 880.27 1 9 88 31 52+76 X 1 15 RCPI MANHOLE J-4 904.10 West Inv. = 894.60± (Field Verify) 90 89+39 X 12 RCP INLET C-15 48 884.16 880.64 880.40 1 23 _ 89 East Inv. = 894.58±, (Field Verify) 91 NOT USED 32 52+76 X 12 RCP CATCH BASIN K-10 8 903.61 899.11 899.03 1 11 31 92 NOT USED 33 52+76 X 12 RCP INLET M-10 48 903.61 899.45 899.21 1 25 32 93 90+55 X 12 RCP INLET J-10 40 884.56 881.46 881.33 1 27 96 33A 53+94 X EXISTING STRUCTURE Remove Existing Structure & Seal Pipe In Place 94 90+92 X 12 RCP MANHOLE C-4 153 885.83 880.56 879.64 1 87 88 33B 55+11 X EXISTING STRUCTURE No Work Required 95 90+92 X 12 RCP CATCH BASIN K-10 6 885.53 880.68 880.66 1 15 _ _ 94 33C 53+45 X 12 RCP PIPE CATCH BASIN, 18" 68 902.00 899.82 899.55 1 29 33 96 90+92 X 12 RCP INLET M-10 48 885.53 880.93 880.78 1 32 _ 95 34 57+10 X 36 RCP MANHOLE J-4 902.42 West Inv. = 893.1±, (Field Verify) 96A 91+29 X 12 RCP EXISTING PIPE Remove 12' & Seal Remaining Pipe in Place East, Inv. = 893.1±, (Field Verify) 97 92+54 X 12 RCP MANHOLE C-4 162 888.32 883.34 880.91 1 114 94 35 57+10 X 12 RCP CATCH BASIN K-10 10 1 902.02 897.92 897.82 1 12 34 1 98 92+54 X 12 RCP CATCH BASIN K-10 6 887.82 883.75 883.69 1 9 97 36 57+10 X 12 RCP INLET J-10 48 902.02 898.50 898.02 1 25 35 99 92+54 X 12 RCP INLET J-10 48 887.82 884.33 883.85 1 21 98 37 58+27 X 12 RCP INLET J-10 48 900.67 898.75 896.67 1 14 39 99A 93+07 X 15 RCP CATCH BASIN A-7 888.30 UD Connect 15" RCP East, Inv. = 885.5± 38 57+34 X 36 RCP MANHOLE J-4 901.20 West Inv. = 892.67± (Field Verify) Field Verify, Remove Exist. RCP West East Inv. = 892.65±, (Field Verify) 39 57+34 X 12 RCP CATCH BASIN K-10 8 900.60 896.57 896.47 1 12 38 40 59+61 X EXISTING STRUCTURE Adj. Cast. to Grade LINE "S-1-A" 41 61+12 X EXISTING STRUCTURE Remove Exist. Str. & 60' of 15" RCP 42 61+12 X EXISTING STRUCTURE Remove Exist. Str. & Pipe 100 16+86 X 12 RCP CATCH BASIN C-15 6 903.92 900.65 900.59 1 27 _ 102 Connect to Exist. Pipe., Ex. Pond Outlet=897.9 43 60+45 X MANHOLE C-4 901.12 Connect 15" RCP from Str. 44, & Connect 101A 16+87 X EXISTING STRUCTURE 905.05 898.70 897.86 POND Core Exist. Str. for RCP from Str. 101 & 15" Exist Pipe to Str. 40, 895.45 (Field Verify) I I Patch Void from Str. 103 44 61+36 X 15 RCP CATCH BASIN C-15 90 900.14 896.06 895.61 1 54 1 43 101 16+86 X 12 RCP CATCH BASIN C-15 25 903.92 900.65 900.40 1 18 EXIST. Connect to Existing Structure. 45 61+36 X 12 RCP INLET B-15 48 900.14 896.64 896.16 1 23 44 102 16+92 1 X EXISTING STRUCTURE 904.54 POND Core Exist. Str. for RCP from Str. 100, 46 64+67 X 12 RCP INLET B-15 48 899.48 896.00 1 895.52 1 21 47 Furnish & Adjust Type 4 Casting 47 64+67 X 12 RCP CATCH BASIN C-15 4 899.48 895.42 895.38 1 8 48 103 17+05 X EXISTING STRUCTURE _ _ _ Remove Existing Structure & Pipe 48 64+67 X 1 12 RCP MANHOLE C-4 278 900.06 895.28 893.33 1 178 51 104 1 17+06 X 12 RCP INLET B-15 18 903.96 900.54 900.36 1 14 _ 100 49 67+45 X 12 RCP INLET J-10 48 897.57 894.05 893.59 1 22 50 105 17+06 X 12 RCP INLET B-15 18 903.96 900.54 900.36 1 14 _ 101 50 67+45 X 12 RCP CATCH BASIN K-10 4 897.57 893.49 893.45 1 9 51 106 19+46 X 18 RCP MODIFIED MANHOLE J-15 45 904.33 898.30 89810 1 _ 68 9.0 3.5 1 _ POND Mod. with 51" Sump, Sta. 44+53 "A" 51 67+45 X 12 RCP MANHOLE C-4 134 898.15 893.23 891.91 1 98 51A 106A 19+52 X 12 RCP INLET J-10 8 904.35 900.93 900.85 1 11 _ _ 106 Sta. 44+63 "A" _ 51A 68+79 X 18 RCP MANHOLE C-4 48 896.54 891.39 891.20 1 57 1 54 Connect Exist. 12" from the North Inv. = 107 19+50 X 12 RCP INLET B-15 48 904.35 900.93_ 900.45 1 24 107A Sta. 42+70 "A" 891.4±, (Field Verify), Remove Pipe to 107A 19+75 X 15 RCP MODIFIED MANHOLE J-10 92 904.61 899.34 898.80 1 99 7.0 2.5 1 POND Mod. with 51" Sump, Sta. 42+27 "A" Str. 51B 108 20+40 X 18 RCP MODIFIED MANHOLE J-10 95 904.25 898.58 898.30 1 76 _ 106 Sta. 44+42 "A" 518 68+79 X EXISTING STRUCTURE Remove Inlet & Pipe to Str. 51C 108A 20+52 X 12 RCP PIPE CATCH BASIN,18" 28 904.80 900.78 _ 900.50 1 30 _ 108 Sta. 44+27 "A" 51C 68+79 X EXISTING STRUCTURE Remove Inlet & 10' of Pipe & Seal 109 20+55 X 18 RCP MODIFIED MANHOLE J-10 20 904.38 898.64 898.58 1 37 _ _ _ 108 Sta. 44+67 "A" Remaining Pipe in Place, South. 110 20+82 X 12 RCP INLET B-15 50 904.58 901.16 900.91 1 28 _ 111 ISta. 43+25 "A" 52 69+27 X 12 RCP INLET B-15 48 895.79 892.36 892.11 1 21 53 111 20+42 X 12 RCP INLET C-15 48 904.26 900.81 900.57 1 22 112 Sta. 42+86 "A" 53 69+27 X 12 RCP CATCH BASIN C-15 4 895.79 892.01 891.99 1 8 54 112 20+33 X 12 RCP INLET C-15 60 904.51 900.47 899.87 1 28 _ _ 107A Sto. 42+40 "A" 54 69+27 X 24 RCP MANHOLE C-4 91 896.37 890.70 890.43 1 102 56 113 NOT USED 55 70+18 X 24 RCP MODIFIED MANHOLE C-10 52 896.24 890.04 889.93 1 74 R-3076 57A Modified with 51" Sump 114 23+90 X 12 RCP INLET J-10 8 904.59 901.17 900.86 1 9 117 56 70+18 X 24 RCP MODIFIED MANHOLE C-10 48 896.24 890.33 890.14 1 49 55 115 23+90 X 12 RCP INLET J-10 8 904.59 901.17 901.11 1 7 118 57A 70+15 X 24 RCP MANHOLE C-4 894.92 889.79 Replace existing MH, Field Verify Inverts 116 24+00 X 15 RCP MANHOLE C-4 342 905.18 900.32 898.79 1 269 109 58 72+15 X 12 RCP INLET J-10 48 1 898.13 894.63 894.15 1 22 59 116A 24+00 X 12 RCP INLET E-7 18 902.80 900.80 900.62 1 7_ 116 59 72+15 X 12 RCP CATCH BASIN K-10 4 898.13 894.05 894.00 1 9 60 117 24+00 X 12 RCP INLET C-15 4 904.58 900.63 900.57 1 5 116 60 72+15 X 12 RCP MANHOLE C-4 197 898.71 893.90 892.72 1 116 56 118 24+00 X 12 RCP INLET C-15 68 904.58 901.01 900.73 1 25 117 61 NOT USED 119 24+10 X 12 RCP INLET J-10 8 904.59 901.17 900.86 1 8 117 62 75+65 X 12 RCP MANHOLE C-4 205 897.28 892.48 890.43 1 152 65 120A 24+10 X 12 RCP INLET J-10 8 904.59 901.17 901.11 1 8 118 g 63 75+65 X 12 RCP CATCH BASIN K-10 4 896.70 892.62 892.58 1 9 62 64 75+65 X 12 RCP INLET M-10 48 896.70 893.20 892.72 1 22 63 64A 75+30 X 12 RCP PIPE CATCH BASIN, 18" 37 896.80 893.80 893.30 1 15 64 SANITARY 15 RCP MANHOLE C-4 203 895.53 890.18 888.96 1 192 68 LINE "A" 65 77+70 X ° 66 77+70 X 12 RCP CATCH BASIN K-10 4 894.95 890.87 890.83 1 10 65 SS-1 73+80 X 8 PVC SANITARY MANHOLE 320 899.20 892.34 888.50 _ SS-2 131-C 67 77+70 X 12 RCP INLET J-10 48 894.95 891.45 890.97 1 23 66 SS-2 77+00 X 8 PVC SANITARY MANHOLE 372 896.05 888.40 883.56 _ SS-3 131-B 68 79+73 X 15 RCP MANHOLE C-4 280 894.05 888.86 886.62 1 254 71 SS-3 80+72 X SANITARY DROP MANHOLE 892.67 871.40 _ _ EXIST North Inv. = 871.4, South Inv. = 871.5, 69 79+73 X 12 RCP CATCH BASIN C-15 4 893.47 889.39 889.35 1 10 68 VWC-416A, New Str. on Exist. Pipe N 70 79+73 X 12 RCP INLET B-15 48 893.47 889.97 889.49 1 26 69 SS-4 84+25 X 8 PVC SANITARY MANHOLE 353 888.02 881.00 879.23 _ SS-3 131-A U) N W �JO MO J J o Q m Q C)~ 0 X >< l -_ X� �� "" CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE MW'-�a \\� J FCC j RECOMMENDED N/A N/A ro P° �G�STFRF FOP 131 ST STREET D m N° o f FOR APPROVAL 4-01 -08 VERTICAL SCALE DESIGNATION Q NO. - DESIG GINEER DATE TOWNE RD. TO DITCH RD. N/A CD a 10809004 W Z� w ' , o � „ SURVEY BOOK SHEETS 0�� -<` STATE OF DESIGNED: B.E. DRAWN: T.B. gill, L Fs 'N°IANP STRUCTURE DATA 'TABLE 44 of 76 Z U ui w S/ �c ��, CONTRACT PROJECT x o Cransportation& N A L o� CHECKED: J.V. CHECKED: B.E. 06-09 Development Consultants 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 910 910 n39 _ _ - 3 x. Elev. 905.16 Prop. Elev. 905.09 39 904.89 -I- - - - - J AC =60.2 AF =28.7 904.09 VC =119 VF =44 900 900 91 0 i I i -- - -- 38 E . Elev. 904.95 Prop. Ele . 904.84 j 38 905 - 50 _ - - - - - - - - - -- - - - - - - - - - - - - - - - - 50 _ _ _ - - - - - - - - AC =68.6 AF =19.2 VC =134 VF =34 - -- - -- - - - -- - -- - ----- - - - -----C OQ I 38 _ \ Ex. Elev. 904.64 Prop. Elev. 904.59 38 905 00 _ _ - - - - - - - - - - - - -� _ - - - - - - - - 00 - Str. No. 17 - - - - - S r. No. 16 Tr ® 38+15 ® 8+15 - -- -- - -- - ----- ----- AC =76.0. AF =17.0 --__ -- -- - ('r 11 - 900.93 VC =107 VF =22 900.35-/ 900.25 899.85 - -u7 L — — J Str. No. 15 -- - -- - -- --------- ---- - - @ 38+15 910 910 _ 37 , - � ' � 3�� , � 37 + Ex. Elev. 904.69 Prop. Ele . 904.47 --- --- - - _ - - -- -- ' - -- - - - - _ r - -- - - - - - - - - - - - AC =84.1 AF =15.7 VC =0 VF =0 900 900 BEGIN PROJECT STATION 37+64 910 Q) 910 I i U X 37 _ - - - _ - + -- Ex. Elev. 904.73 37 o - T - _ + Li / - - -- - - - - - - - - - - -- - -- - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - - --- o - - , _ - - - - - - - - - - - - � - - - -- - - - - -- - - - - - - - - - - - - - - i I I m 900 Pon V) ~ -- —— -- --- -- — — — - — - --- — — - - -- --- ---- -- --- Ex. Elev. = Elevations At Existing Centerline mProp. Elev. = Profile Grade As Shown on Typical Cross Section w � E 0 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 > I V � " �m ""'`'''"' CITY OF CARMEL - 131st STREET HORIZONTAL SCALE BRIDGE FILE U W o�� F�k RECOMMENDED ' m u� ��GISTE ��F ` � "� �'�� R <� FOR APPROVAL 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION N�• DESIGN NGINEER DATE 1"=5' w � 10809004 W _ O W SURVEY BOOK SHEETS z �� -� STATE OF _ DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS o Q z Fs 1/VD i ANP 45 of 76 Li w w o ,� ;�O N A L � :�`�� LINE "A,� CONTRACT PROJECT CHECKED: J.V. CHECKED: B.E. x o a-::�i I I I I 1 1 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I — -i--— - - — 910 41 Ex. Elev. 904.95 Prop. Ele . 905.34 - - - - - - 41 50 \ 90 30 50 � ' / \ \ \ - - - J� AC =19.1 AF =91.6 - - -� — _ - - _ - - - - - - -- - - - ' — — VC =29 VF =152 900 00 I - 910 / 41 / - ' \ \ \ x. Elev. 905.01 Prop. Elev. 905.59 1 905 -- - -77]- 1111) 00 - - - - - - - - - _.- - --- _ 50.1 �T _ _— — ' AC =12.8 AF =73.0 904.05 0 o — — VC =22 VF =140 --900 900 i I I / 40 ' Ex. Elev. 905.03 Pro El 905.71 /905 / ' _ 40 50 / ' � � / — -- - - - - - - - - - - - - - - - — - - 50:1 903.90 -- — 5 :1 - - - - - - - - - � ' - - - - � AC =11.2 AF =78.4 — 903.80 — — -- - — — — — - - - - � 50 VC =38 VF =136 I I i I — - - - - - -- - - - 910 E . Elev. 904.99 Prop. Elev. 905.59 40 Or)/Nn P05 / — s= 40+08 + 9-OT r) AC =30.0 AF =68.3 VC =71 VF =108 I I I I 900 11 Li _ _ r Ex. Water - — - —- -- -- --- - - — — 12" rep — — 1 39+80 L — — 900.10 901.05 I / a) — — -- -- — -- -- -- — - - — = Ex. Elev. 905.09 Prop. Elev. 905.34 39 + / + � _ / -- �" — — - _- - - - - __�-- - - - - - _ - - - - - - _ - - -- - — 904.34 -- -- - -- - - _- - _ - T-- - - - - - z — — - - — — — - - - - - — ° \ \\ _ _ - - - - — - - - AC =46.8 AF =48.3 90384 / VC =99 VF =71 co 900 L m I IT, I / w — L � ~I � 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 _ > — 55 60 65 70 75 o 1'' aim o V 3 w I m� u,;,, o U �w HORIZONTAL SCALE BRIDGE FILE N °o EY J �0 �c RECOMMENDED CITY OF CARMEL — 131 st STREET 1"=5' i X" ��sTERFO .p` FOR APPROVAL 4-01-08 Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION ~ NO. DESIGN NGINEER DATE 1"=5' Q w 0 10809004 uj SURVEY BOOK SHEETS 0w DRAWN: T.B. CROSS SECTIONS z STATE OF ��\ DESIGNED: B.E. w [zz ��, �NDIANP C\ 46 of 76 __ LINE A " CONTRACT PROJECT "' �"°°� CHECKED: J.V. CHECKED: B.E. 11V L 1-� Li wwo "� ANAL �o� J D' ��iiiri p u ul�l,l��ilr„rao�� X owe 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I E . Elev. 905.30 j 43 43 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- - - — - - - - -- -- - _--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `�- - - -: - - - - - - - — - - - - - - - - - - - - - _ - - 75 75 WI IN LIMITS OF TOWNE RD. OUNDABOUT goo 910 910 i E . Elev. 905.36 , _ — _- - - - -= - - -_— — — — — - - _— —- - - - - - - - - - - - _ - - - - = - - - - - - - - - - - - - - - - - - - + 50 - - - - - - - - - - - - - — — — — - - - - - - - - - — — — — — l WlT IN LIMITS-,OF_TOWNE RD._ ROUNDABOUT 910 � I - — 43 43 �� \ E . Elev. 905.03 00 — -- - - — - - - - - _ - --- _ _ — _- - - - - _ - - - - - - - - - - - - - - - -- - — - - - - qno WI IN LIMITS OF TOWNE RD. OUNDABOUT — i E . Elev. 904.95 Prop. Ele . 904.84 — 42 904.9 -- — — - — 100:1 42 so4.so - -- 50 - - - 50 \ \ — — — 11 AC =45.0 AF =100.2 — -- Str. No. 107A St-. No. 112 \ \ — VC =58 VF =208 0 42+40 900 OUTLET 0 POND 899.87 900.45 899.3 9 0.57 900.47 U _ N X / 3 ' E Elev. 904.85 Prop. Ele 905.09 c� �0.460 — o 905 -- — — — — — _ - - _, _ 904.55 + 00 - - - _ _ — _ — _ — _ — w z + AC =17.6 AF =124.4 0 00 \ \ \ \ _ _ — — VC =34 VF =200 M r� W - F-j E 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 / 0 75 70 65 60 55 HORIZONTAL SCALE BRIDGE FILE o 3m \\\ � � J Elk " RECOMMENDED CITY OF CARMEL — 131st STREET 1'°=5' oi � �Q� ��O�srEgFOFplc� FOR APPROVAL 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SSCALE DESIGNATION 44 1 � X N NO. DESIGN NGINEER DATE 10809004 SURVEY BOOK SHEETS V) -� STATE OF �, DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 47 of 76 v r w �S' 1ND ANP » » CONTRACT PROJECT w 0 Q� ��''��<; �DNAL � �'`y' CHECKED: B.E. 06-09 w ,—z z �,,, �� CHECKED: J.V. LINE A w w Wo lh� d' J X Li 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 E . Elev. 906.39 Prop. Elev. 905.01 46 - - - - - - - - - - - - - - - - - -- - , - - - - - - - - - - - - - - - - - - - _ 00 46 AC =85.5 AF =13.1 _— — VC =140 VF =41 /--Ex. Wate — - -77 1 45+89 901.3 I i E . Elev. 906.27 Prop. EI v. 905.11 - - - - - - - - - - - - - - - - - �1 -- - - - - - - - - - - - - - - - - - - - - + — — -- — — — — — — — -- ---- rr 50 AC =65.9 AF =31.0 — VC =110 VF =61 _ — — - - - _ - 50 gon E . Elev. 905.86 Prop. Ele . 904.95 - - - - - -- - - - — — — — — - - - - — — — — — — 1 7777 00 AC =53.5 AF =34.6 - - - - - - - - - - - - - - - - - --- - - -- - - - - - -- _ _._ _.;_ ^ -- — VC =68 VF =80 OO 1 E . Elev. 905.57 Prop. Ele 1. 905.75 _ _ - - - - -44+58 --- - - - - - - - - - - AC =29.8 AF =63.8 ----- ---- _ _ _ _ 44+4 108 900.50 _ T TT _ - - - - — II + Qnn 44+47 900.85 56 -- 902.03 - - _ _ _ _ - - - - 15" rcp _ Fr m Str. No. 1 9 _ - - - - - - - ` � - - - - - _ _ 15" rcp OU i ET TO POND 98.58 898.58 _ — — — — — — Ex. Water 44+61 898.70 8.65 — — — --- 898.4 898.30 89 .30 / N Str. No. 106 U x - ® 4+53 gin-- U 44 E . Elev. 905.43 0 - - - - -- - - - - - - -- - - 00 -- - - - _ _ - _ - - - - - - - - - _ _ _ - - - _ -- - - - - - - _-_ -- - - 90,9 44 - - - - - - -- - - - - - - - - - - - - - - -- - - - - m Cn 900 — WI IN LIMITS OF TOWNE RD. ROUNDABOUT �] 0 / In w 6 4- E L F- IU / 0 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 4D 45 5D 55 60 65 70 o �m 75 80 85 O U 3w Q CL RECOMMENDED CITY OF CARMEL — 1 °�U)U) X N �E� EC HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL 1St STREET 1"=5'__ X Q �� 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION �' - DESIGN NGINEER DATE 1"=5' w 10809004 �w � Q z STATE OF DESIGNED: B.E. DRAWN: T.B. v SURVEY BOOK SHEETS wUZ- w w w o �cS' %ND I ANP �Cj\ o�� %: S�ONAL ,,,, CROSS SECTIONS 48 of 76 CHECKED: J.V. CHECKED: B.E. LINE ,�A„ CONTRACT PROJECT 06-09 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 75 70 65 60 �I — _ - - - - - - — — — — — — — — 48 E Elev. 904.72 Prop. Ele 903.58 - .�! - 48 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — __ — — =_ _ - - - - _ - - - - - - — — — — — — — — - - — 50 50 AC =148.9 AF =0.0 VC =257 VF =0 896.67' — — — — 48 E Elev. 905.00 Prop. Ele 903.87 _ _ __ - --� - ` - - _ - 905 + + — — — — — — _- - - - _ —_ 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I E . Elev. 904.34 Prop. Ele 1. 903.05 _ _ _ __ OO AC =88.4 AF =1.3 VC =403 VF =2 / 85.41' l ) I E . Elev. 904.33 Prop. Ele . 9Q2.83 - -- - -_ __ -_tDF-__ -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - �I- 50+72.4 54 54 9oz.a1 AC =170.7 AF =0.7 I I I I VC =0 VF =0 IVE LEFT Str. No. 30 - - I i -- I I - -- - ------ ----�-� -- --I 8 8.62 898.44 - 899. 0 898.52 I I 896.51 -- ----- ------ ----- ------ -- - --- - --- - - --- - --- - - --- 118" rcp, 895.56 - 8 5.61 15" rcp, 895.61 Str. No. 29 @ 50+73 E . Elev. 904.28 Prop. Ele . 902.78 _ _ _ _ __ _ - _ - - - -- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �:L - 00 OO -- - - - - - - - - AC =128.9 AF =0.0 VC =216 VF =0 Str. No. 27 _ _ --- - -- -- - ----- - - - Str. No. 25 8 8,22 898.04 ® 50+19 898.80 898. 0 8 8.80 898.12 -_ - -- -- � Str. No. 26 8 5.87 50+19 L I I E . Elev. 904.30 Prop. Ele . 903.00 = - - _= _ - -�� - - � - - - � 905 49 - - --- ------- --- - - ---- - 49+42 + 905 - ---- - - - - - - - - - - - - - - - - - - - - - � �� 902.82 + - - - - - - -- - - - - - 5O - - - - - - - - -- _ _ - - - - - - - - - - AC =104.2 AF =0.4 �I I� VC =167 VF =8 I I I I -�.OQ - II II LI( I� ' - ----- - --- --- - -- 15° rcp, 896.27 - U N X E . Elev. 904.46 Prop. Ele . 903.29 - __ _ - - - - - - - -- + Z - - - - - - - - s � _ - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 w + _ _ _ _ - _ _ - o OO AC =76.1 AF =8.0 0 VC =208 VF =7 � Ex. Water --- -------- --------- -- ---- --- -- --- - - - Ex. Water _ --- - -- -- - 48+93 --- - ---- - A 3 Q-- - - - --- 898.1 898. - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - 896 - 15 .48' M - N - - - - - - - - - - - - - - - m; -- E ° 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ~I U 0 06 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 HORIZONTAL SCALE BRIDGE FILE �' o Q ° ,�� Elk RECOMMENDED CITY OF CARMEL - 131st STREET Q ��4 ��srERFoFp�� FOR APPROVAL 4-01-08 o,� TOWI1e Rd. to Ditch Rd. VERTICALSSCALE DESIGNATION i X = 1 1J NQ, _ DESIGN NGINEER DATE 0 10809004 SURVEY BOOK SHEETS w - CROSS SECTIONS 5o of 76 cn -< STATE OF 2 DESIGNED: B.E. DRAWN: T.B. AND I ANF 6 PROJECT v w s C� �� CONTRACT w o Q�- �°°�%%s7 ON A L � , w �z z CHECKED: J.V. CHECKED: B.E. LINE A 06-09 L- U w LLj LLj X owe 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 '910 910 i i Ex. Elev. 904.04 Prop. Ele 1. 904.05 53 � _ - - - - - - - - - - - - - - - - - - - - - - - - - -z - = = = = _ _ _ - -- _ _ --- - 53 + - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - _ - - _ + 00 _ Str. No. 33 AC =24.9 AF =40.6 00 ® 52+76 VC =56 VF =66 900 Str. No. 31 899. 5 899.21 899.03 ® 52+76 899.11 - 1 Str. No. 32 ® 52+76 0 ", ()0 x. Elev. 904.10 Prop. Ele 1. 903.80 52 �.� - - - - - - - - - - - - 52 + - - - - - - - - - - - - - -� - - - - - - - -- - - - - + 50 - _ _ _ - - - - - - A-L - AC =35.4 AF =30.7 50 VC =78 VF =38 I 30 pp qnn Ex. Elev. 904.10 Prop. Elev. 903.69 - - - - - _ -1.7% 52 _ - 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - + _ _ _ _ -- AC =52.1 AF =20.3 + 28 _ - - _ VC =0 VF =0 28 - - i DEER S YNE ST. RT. qnn 89-9 -895 glo i - - - �- --- E . Elev. 904.20 Prop. Ele . 903.55 - 905 - - - ----- -- - - ---- J- -- ---- 52 � - - - - - - - - - - - - - - - - - - - - - - I 04.15- - - - - -- - - - - _s _ �- - 00 (:52)AC -49.2 AF =10.0 VC =108 VF =12 qnn 24" rcp II II II iI II it 894.94 30" r p, 894.81 18" r p, 894.89 U 910 910 X / V E . Elev. 904.29 Prop. Ele ,. 903.30 U50 - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - � � - U50 - - - - - - �- - AC =67.0 AF =3.1 VC =144 VF =4 L m Cn 900 900 m `0 w 18 � E \ 895.13' ?� o 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE %,. CITY OF CARMEL - 131st STREET " o :, rnm o U 3 w �� , RECOMMENDED 1 =5 i L XN \,�P��srFRFO p` FOR APPROVAL 4-01-08 Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION NO• DESIGN NGINEER DATE 1 =5 w n � 10809004 w > w o w _ SURVEY BOOK SHEETS wo<� = NorENF ? ; DESIGNED: DRAWN: T.B. CROSS SECTIONS 51 of 76 P `� w z o °ss/0NAL ? " " CONTRACT PROJECT w w CHECKED: J.V. CHECKED: B.E. LINE A X E 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I j Ex. Elev. 904.20 Prop. Elev. 904.59 905 U55 3� - - - - - - - - - - - - - _ 55+11.6 - - - - — 55 902.79- - - - - - - - - - - -- - - - - - - - — f AC =13.4 AF =69.1 j� 00 VC =22 VF =139 I I 900 -- --- -- - ------ - - - - --- --- I1 I1 II tI � I1 — - --- - - --_- -- / r 12 rep - 893.92 36" rcp, 893.9 30" rep, 893.9 910 --- - - -- I Ex. Elev. 904.13 Prop. El . 904.71 54 54 50 - - - - - - - - - - - - - - - - - - - - AC =10.3 AF =80.5 50 - - -- - - - - - - - - - - - - - - - - VC =21 VF =109 -- 9 n 0 - - -- ----------- --- - - ----------- --- --- ---- -- ------- ------ -- - - - - ----- � 33pp / \ 89489' -- -- I 905 . Elev. 904.14 Prop. Elev. 904.55 U54 :� 1- - - - - - - - -- - - - - - - - - - - — 1 - - - - - - - - - - - _ _ _ _ _ _ - - � _ � — - - - - — 54- - +- - — - - - - AC =12.4 AF =37.0 00 VC =33 VF =84 910 910 1 i �Q5 x. Elev. 904.15 Prop. Elev. 904.46 90490 U53 - - - - - - - - - - - - - - - - - - - - I I I I - - _ 53 I I i l - - +- - - - — AC =13.1 AF =36.3 11 1 53+94.5 1 1 t 1 VC =0 VF =0 903.10 900 11 - - - - - U II j 90 — - - - ------ - - ---- - ---- - -- _ _ 12 rep DRIVE LEFT 900 899.75 1I II 30° rep, 894. 5 30" rep, 894.27 910 910 Ex. Elev. 904.13 Prop. Ele . 904.30 _-�0 (:550 3 �.� - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - -� _ __ = T = = S - - - - - � - - - - - - - - - _ _ _ 53 II +- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AC =23.1 AF =53.7 50 v VC =45 VF =87 o - - --- --- - -- - - - --- --- --- -- --- -- I 0 3p• p Cn I m I ) --- -- -- --- - - - -- - -- - ----- - -- --�- y- ------ --- ----- — --- -- - — m I / c0 i W N "t -j E - L � a I% 6 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o jz' rnm HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL — 131st STREET 1 =5 00'-00 ��p �C�F� = RECOMMENDED ' Q �c,1STERF P X N O FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION Towne Rd. to Ditch Rd. NO. _ DESIGN NGINEER DATE 1 =5 Lli w o 1080904 ` w _ , SURVEY BOOK SHEETS STATE OF � , DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS O Q z Fs AND I ANP (jam 52 Of 76 W z ONA L ��° " " CONTRACT PROJECT w CHECKED: J.V. CHECKED: B.E. LINE A X o�:�E 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I I i I i i Ex. Elev. 902.25 Prop. Elev. 901.87 n50 - s:� 57 - - - - - 50 VC =124 VF =6 - --- - --------- - - --- ----- -- ----- - 895 I i � 8929 — 905 -- — -- --- -- -- — --- -- -- — — — --- ----- --- q Q-._ Ex. Elev. 902.81 Prop. Ele . 902.46 + - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- + 00 AC =63.5 AF =5.5 — 00 - - ---- --- --VF 24 Str. No. 36 +1 898. 0 898.02 897.8 Str. No. 34 ® 57+10 897.92 Str. No. 35 3s.00°, 910 ® 57+10 893.18 — ---- — ® 57+10 ------ -- ��Q 9019 905 JT 56 6.� + 50 - - - - - - - - -- - - - - - - - - - - - - — AC =57.6 AF =20.4 50 VC =93 VF =43 l 910 - - -- Ex. Elev. 903.66 Pro D. Ele . 903.63 6:1 56 �� _ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -� _ _ _ _ _ _ __ -- - - - - - - - - - - - 56 goo 00 f- vc =io F =26. 00 / 1 I 910 910 E . Elev. 904.06 Prop. Elev. 904.24 - -------_-- --------- - ---- ----- ------- - - --- `� 55 X -3.3� - - - - - - - - - - - 55 = 47 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AC =115.5 AF =0.0 47 VC =0 VF =0 o TRA D ST. RIGHT � 'FUTURE) BARN HILL CT. LEFT i m / 1 Y� Ln i J M N I M j W N ?� 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o � mm �� ''�"``'"" '��, HORIZONTAL SCALE BRIDGE FILE 01 u -0 CITY OF CARMEL — 131st, STREET -5 °/o� n ��SrE kF RECOMMENDED X N \�P �`` RFO �� > FOR APPROVAL 4-01-08 Towne R d. to Ditch Rd. VERTICAL SCALE DESIGNATION _ NO - DESIGN NGINEER DATE -5 �- w 10809004 w o w SURVEY BOOK SHEETS z �� -� STATE DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS ry o Q z ,mss !ND I ANP. ��. of 76 W z TONAL CONTRACT 53 PROJECT v >> >> � L. � �w„ CHECKED: J.V. CHECKED: B,E. LINE A X E W ' ��nrri�r�',�,i�i n��p 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 I 9. 60 6:1 i Ex. Elev. 901.09 Prop. Ele 1. 900.94 + - 777[__ AC =57.3 AF =1.0 VC =133 VF =1 895 1 895.2 ' j I 59 Ex. Elev. 901.00 Prop. Elev. 900.71 + - 6:1 59+61.3 - - 900.56 9 AC =86.2 AF =0.4 VC =187 VF =0 I I I i I I 12" rcp, 895.06 II1 lI L \ / 36" rcp L 92.06 - - - - - -- --- -- - ----- - -- --- - -- - -- 36" rcp, 89216 Ex. Elev. 900.92 Prop. Elev. 900.60 - - - - - - - - - - - -- - - - - - - - - - - - - _ - - - - - - - _ -1.2% I 59 �8 AC =154.6 AF =0.0 _-- - -- - -- 08 VC =244 VF =1 A-0 ' -_ _ __ BROAD ST. L FT & RIGHT � � I 58 x. Elev. 901.01 Prop. Elev. 900.80 + - - - - - - - - - - - - - - - - �1 - - - - - - - - - - 6:1 - I - - - - - - - - - - - - 58 900 AC =72.1 AF =0.6 VC =133 VF =1 X 905 1 1 I I U 0 58 Ex. Elev. 901.62 Prop. Ele . 901.29 58 + _ - - - - - _ 00 ---- - - ® 58+27 897. 5 AC =71.3 AF =03 Str. No. 38 m 19 q.5 VC =131 uF =2 896.67-/ 896. 7- _ _ ® 58+34 _ - --- - Y T 00 -- - - - \ --------- --- 896.57 / ---- - -- -- ------ - . mi w D St r. No. 39 36.00' ® 8+34 892.66' ® 58+34 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 > M 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o i�m F _ HORIZONTAL SCALE BRIDGE FILE L XN o F' RECOMMENDED CITY OF CARMEL 131st STREET r 1STEgF� Ql FOR APPROVAL 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION N0. 1"=5 Q DESIGN NGINEER DATE Lli a_ W 10809004 - - --- z LLJ o< -� STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS °z Z ll s INp i ANP ��,� 54 of 76 wwwo ° 01 ft _ �ONA� '"��- �� CHECKED: J.V. CHECKED: B.E. LINE »A�� CONTRACT PROJECT 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i -- - - -- - — �x. Elev. 900.91 Prop. Elev. 901.03 62 62 - - - - — s:1 _ _ _ - - _ - - - - + + _- - - - - -- - - — _ _ — - - - - - - -- - _ _ _ _ _ - _ _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - � -- - - - T- - T=-- - - -- --- -- AC =47.3 AF =7.3 VC =85 VF =13 i i E)(. Elev. 900.67 Prop. Elev. 900.71 62 62 - - - - - - - - -- - - - - — - - - - + AC =45.0 AF =6.5 VC =78 VF =11 i I I E . Elev. 900.32 Prop. Ele . 900.47 ! 61 _ z = �- 900 - T=== AC =38.9 AF =5.3 50 50 VC =80 VF =7 Str. No. 45 ® 61+36 896 64 -- - - -- --- - -- -- - 896.06 ----- l- - --- - - - --- Str. No. 4 _ -- - -- -- -- - - ® 61+36 � I 61 s1+ 3 E . Elev. 900.54 Prop. Ele . 900.54 90010 - - - - - - - - - _ _ — _ _ _ _ 61 900. _ _ _ _ _ _ _ 8:1 + - - - - - - - :1 - -T - T_ + - - - - - - - - - - - - - - -C - - - - - - - T - - - - - - - - - - - - - - — -- ` - - -- - - - - - - - ----- - ------- - ---- - - - - - - I I I AC =46.9 AF =2.6 11 I I VC -98 VF =3 -- - - - - - - - - - _ -l� - - - - - - - - - - - - - - -- -- - - - - - - 12"�- - - - - - - - - - - - - - - - —� _I� 9\L 895 — 896.0 -- -- --- -- — -- -- - 12° rcp, 95.81 St-. No. 44 895.88 0 905 -- _ - - - - --- X _ - - o x. Elev. 901.03 Prop. Ele 900.86 _ -- - _ _ _ _ 60 60 _ - - - — _ — _ - - - - - - - - - - -I- - - - - - - - - - - - - — _ 6: _ - - _s � — Z = _ - - - — T _ l + + - z - - - - - - - - - T — - - - _ - - — ---- - - -- 900 w AC =58.9 AF =1.0 VC =108 VF =2 2" "--'-,—Str. No. 43 895.50' ® 0+45 J N 895.61 m N7� w� F-jE 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 ED 3 HORIZONTAL SCALE BRIDGE FILE Q�Li sr��F RECOMMENDED CITY OF CARMEL — 131st STREET 0 ED Ln �� RFa �� FOR APPROVAL 4-01-08 TOWI12 Rd. tO D1tCt1 Rd. VERTICAL SCALE DESIGNATION L X N N0. = DESIGN NGINEER DATE 1 =5 -;a 10809004 w = SURVEY BOOK SHEETS z � �� STATE OF IV�� DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS of 55 w s » » CONTRACT PROJECT 76 z z BONA►-, CHECKED: J.V. CHECKED: B.E. LINE A 06-09 w w xow� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 q up) 905 i i I 65 E x. Elev. 899.82 Prop. Ele . 899.87 (T5 goo — — — — - - - - - --- - - — - - - - - - - - - - - - - - 0 00 AC =82.6 AF =0.0 VC =140 VF =1 895 FRONTAGE LACE RIGHT Str. No. 48 895.06 i 64 — - - - - - - - - - - - - - - - - _ Ex. Elev. 899.98 Prop. Elegy 899.82 - - - — - - — — — — _ - - T 64 900 - - - - - - - - - -- - -g'1- - - -_ - - - - - -�_ ------ -- --_— — - 50 50 Str. No. 46 @64+67 I i AC =69.0 AF =1.1 - — ---- - - - ---- - ------ ----- --- - 895.52 VC =135 VF =2 896.00 Str. No. 48 Str. No. 47 � I ® 64+67 895.28 ® 64+67 895.38 895.42 I 64 Ex. Elev. 900.37 Prop. Elev. 900.09 64 AC =76.5 AF =0.9 VC =121 VF =4 i i I i i 63 Ex. Elev. 900.67 Prop. Ele v. 900.65 AC =54.6 AF =2.9 VC =159 VF =6 q 05 905 i I U X / a x. Elev. 901.10 Prop. Elev. 901.04 / 63 —1.3% - - - - — - - - - - - - - - - - - - - - - - - - - —3.0% 63 _ - - - - z 00 -- --- -- -- - AC =117.5 AF =3.6 - - - - - - - - - - - - - - 00 VC =153 VF =10 0 / 895 - - FR AMORE ST. LEFT & RIGHT I m � / h W I- E L 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o 1' 3 m HORIZONTAL SCALE BRIDGE FILE o�� °o0w EL F' ,, RECOMMENDED CITY OF CARMEL — 131st STREET 1"=5' U .. m-LO X N �P Q�G1STERFo �! FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION .. .. NO. DESIGN NGINEER DATE Towne Rd. to Ditch Rd• 1"=5' 10809004 Lu\= SURVEY BOOK SHEETS STATE OF �\ DESIGNED: B.E. DRAWN: T.B. CROS� SECTIONS 56 of 76 Li o z �s/ ND 00 �� CONTRACT PROJECT w U z- '%;,,;,> ON A L ,�;�� L- Ld�� CHECKED: J.V. CHECKED: B.E. LINE A 06-09 X oE--::E 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i i i -- ------- -- 67 - - - - - - - - - - - - - - - - - - - 67 3� 6:1 00� AC =57.2 AF =5.6 - - - - �_ - - - - - - 00 VC =90 VF =16 Str. No. 48 893.64 05 - - — -- ------ — -------- - — --- — - -- -- - - - 905 -- i Ex. Elev. 899.13 Prop. Ele . 899.52 -�� --- 66 � _ - - - - - -- - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 66 �- — - - — - - - - - - -- T — __ _ _ — --�� - - - -- -i — — + 50 AC =40.5 AF =11.8 �0 VC =69 VF =24 —AR—Str. No. 48 893.99 'goo I E . Elev. 899.69 Prop. Elev. 900.01 1 6; + - - - - - - - -� _ - - - - - - - - - - - - - - -5 - - _ - - - - -- - - - - - - - - - - - - - - - - -C + 0� AC =33.5 AF =13.9 - - - - - - 00 VC =62 VF =14 -- $9 -- - -- -- - -- - - - Str. No. 48 894.35 --905 905 j I Ex. Elev. 899.95 Prop. Elev. 900.10 U50 - - - - - - - - - - - - - - - - - - - Z - - _ � - - - - - - -�- - U50 AC =33.8 AF =1.7 _ - - - - - VC =108 VF =2 Str. No. 48 894.70 w z —0.7% _ - — -- — - -- -- - ----- - -- ------- -- — c� a M 905 Rq5 i V D U w E . Elev. 899.98 � Z o goo - -- - — -- - ---- - -- - 6' -- --- - - - - --J.---- - - - U44 0.7% - - - °- - - - - - - - - - - — — - - - - - - - - - - - - - - — - - - -+ U 44 � - - -- - - - - - AC =53.7 AF =5.8 m 895 VC =0 VF =o HAVERF RD ST. LEFT Y Str. No. 48 ml 894.75 J L 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 > � i C) oz 3m V-0 w HORIZONTAL SCALE BRIDGE FILE o� , CITY OF CARMEL — 131st STREET _ RECOMMENDED 1"=5' F0 FOR APPROVAL 4-01-08 Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION m� QD��G 1 S T ER FPS x N _ = NO. DESIGN NGINEER DATE 1"=5' LLJ w w ° 10809004 W- B E SURVEY BOOK SHEETS STATE OF DESIGNED. DRAWN: T.B. CROSS SECTIONS w O Q � AND I ANP �� 57 of 76 ll�wwwo ~ S�ONAL �,, " " CONTRACT PROJECT CHECKED: J.V. CHECKED: B.E. LINE A _ D' -J� XOL�� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i U- - - - - - - - - --- - -� ------ E . Elev. 897.20 Prop. Ele . 896.14 69 - - - - Ex. Elev. 897.8 - - _ - - _ - - - - - 69 �� (50 - - - - - _ _ _ = = s - - - - - - - - - - - - - - 50 --A =na- - -- --- VC =214 VF =0 Str. No. 52 @ fi9+27 Str. No. 54 ® 69+27 892.11 892.36 891.20 890.70 891.99 892.01 Str. No. 53 @69+27 _ QQ - - ---- -- - - -- x. Elev. 897.13 Prop. Elev. 896.15 ("V6 6 9 68+79 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - -- - - - - �- - - - - -� 68+79 +11 1 - --- - -- -f -- -- -- - -AC- 105.9 - - - -- - - -- -- - - - 894.34 I Str. No. 51 A I I I I vC =184 VF =0 I I I I r-1 F1 - - - - - - - - - - - - - - - - - - - - - - ® 68+79 - - - - - - - - - - - - - - - - II - - - - - - - 12" rcp - - - - - - - L.I ��- - - - - -�--I I-L - - - - - - - - - - - - - - - - - - - - - - - - 892.47 - - - - - - - - - - - - - - -12_rcp - - - - - - - - - - t2" rcp - - - - - - - - - - - - -- - LA 14n- 891.49 891.91-/ -- -- 891.01 891 15 890.88-/ 890.87 -- - --- -- ----- - - -- - - - 890.3 (Field V rify) 891.39 115" rcp 890.34 I i I Ex. Elev. 897.19 Prop. Ele 1. 896.43 _I + - - - - - - -_� _ - z = - - - - - - - - �- _ -- - - - - ----- -- -A6 =92. - -0.0 - - - - - -- - �- --- - - - 8 95 + VC =159 VF =2 Str. No. 51 8go -- -- - - 892.19 i Ex. Elev. 897.36 Prop. Elev. 856.99 n68 3 - - - - - - - - - - - - - n68 - - - - _ - s - - - - - - - � - - - - - VC =138 VF =6 Str. No. 51 892.69 - Fi 9 n - 00- X - --- - - -- Ex. Elev. 897.85 Prop. Elev. 897.80 -- - --�- ---- - 3'1 _ - - - - - - - - - - - - - - - - - _ �:� 67 - 1- - - - - -- - - - ° 50 - -- - -- - - Str. No. 49 50 W ® 67+45 Str. No. 51 ° ® 67+45 AC =70.3 AF =3.9 893.59 VC =118 VF =9 894.05--/ Str. No. 50 893.23 893.45 893.49 ® 67+45 --- ---- --- --- - - -- ------------- --�---- --- - -- - - - m7 E 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 > a) I o � m '-0 HORIZONTAL SCALE BRIDGE FILE o < � i , Y EC� ,, RECOMMENDED CITY OF CARMEL -- 131. st STREET 1 =5 u n \,�P ASTER pl'%/ L X �-� Fo FOR APPROVAL ��// 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION N0. DESIGN NGINEER DATE 1 =5 Li 10809004 w o w SURVEY BOOK SHEETS z �� = -� STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS w �- ��, %Np ANP 6' 58 of 76 LJ °QZ ONgL LINE A,� CONTRACT PROJECT Li wo CHECKED: J.V. CHECKED: B.E. 06-09 w � J� X E E:2 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 905 -- i I -- _ 71 _ — ` -- -- - E Elev. 897.90 ----o_ e - -- - - -- ----- --- - - 3 + - - - �_ - - - - - - - - - _ _ — _ 71 50 - - - - - - — — - - - — — - - - - - - - - - - - - - _ L _ - - -- - - - 3r + S — - - - - — — — — 50 AC =68.6 AF =19.8 - - - - - - - - - - - - - Str. No. 60 , 893.51 900 900 i E . Elev. 897.57 Prop. Ele . 897.34 71 + - - - - - - �- - - - - - - - - - - - - -�_ ____ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 71 00 - - 3 � + $0� - -- - - - - — — — —-- --- -- AC =66.0 AF =29.3 Str. No. 60 VC =138 VF =31 893.21 I Ex. Elev. 897.22 Prop. Elev. 896.86 I + - - - - - - — - - -- - - - - -- - - - - - - - -� — - - - - —_ - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - 70 50 - - - - - - - - - - - - - - - 50 AG AF -19-- - VC =162 VF =5 -� Str. No. 60 892.90 -- - - -- -- -- -- -- - - - -- - — - - -- -- ---- ----- DRIVE RIGHT I I — - -- - - 70 x. Elev. 896.91 Prop. Ele . 896.40 70 00 - - - - -- - - - _ _ _ _ _ _ _ AF- - u— - - - - - - -� - - - - -- - - - - - - - - - - - - - -- - 00 -- --- - - -- _ _1-8 - -- - -- 89 .72 vc =200 VF =2 Str. No. 55 - --- - -- �— - ® 70+1 Str. No. 56 - 890 --- - - - — -- ® 70+18 To Str. No. 7A 92.72 890.33 90.14 890.04 Ex. Water 890.43 70+20 891.4 / U X - - --- - - -- - -- 0 6 g Ex. Elev. 896.97 Prop. Ele . 896.20 + - - — — — - - - - - - - - 69 895 - - -- -- - - _�� 77 ---- -- --- ---Ae=err --Af=��0-- - ---------- — - — ---- i VC =0 VF =0 0 / St No. 54 co m 8,90 890.55 _ _ _ FRONTAGE PLACE RIGHT J f7 m W � � E H p o > CO 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0, I O m HORIZONTAL SCALE BRIDGE FILE CD U W FD Q W J. iiy LO °' E�� °° CITY OF CARMEL — 131st STREET x N p �c RECOMMENDED 1"=5' �� O�sTERFO �� FOR APPROVAL 4-01-08 Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION ~ NO. DESIGN NGINEER DATE lJ 11 1"=5' C' Q _ 10809004 W W LJ -° STATE OF N P _ DESIGNED:B .E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS z z Fs //VD C� 59 76 w w o " s�ONA L LINE „A CONTRACT PROJECT CHECKED: J.V. CHECKED: B.E. X o�� 11 1 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 I i — — — - -- — ----- — --- -- — — - -- — — -----� — ----- - Ex. Elev. 900.07 Prop. Elev. 899.12 — --- — _ U50 AC =80.4 AF =6.5 VC =276 VF =40 50 905 905�- - - - - - - - - - - - _ - - +1.0% j Ex. Elev. 899.89 Prop. Elev. 899.10 ------ - - - - - - - - - - ------- ---- ----- + + .390 - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ - - - - - _ - 3 � - — - - ---- -- --- + 91 AC =190.3 AF =0.2 - -- - - _ - - — — — — 91 VC =0 VF =0 --- -- - - - - -- -- - -- - - - -- - - ---- - DRIVE LEFT 905 905 I -- - - - I Ex. Elev. 899.34 Prop. Elev. 898.78 U50 AC =68.5 AF =14.6 — - - - -- — — — — - - - - - U50 VC =123 VF =25 9019 905 i I j I i —------ Fy Fl,-v 89,9 54 —Prnn Flp i R98-30 -- --- -- --- -- — �- - -- — q, 0 0 72 -- - - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - — 3.1 72 00 M 00 895 Str. No. 58 - -- -- - - - @ 72+157 -- -- -- Str. No. 60 AC =64.5 AF =12.7 ® 70+15 894.15 VC =123 VF =30 894.63 i 893.90 894.00 Str. No. 59 Q) 905 Prop. Elev. 898.07 I / V O U I U I- --- -- - w 71 71 o + - - - - - - +1.2% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 � - - - - Q AC =72.9 AF =14.7 m --VC =0 yF__=4--- - - - - - - - - - --- --------- j - - ------HAVER ORD ST. LT. --- ml 00 Str. No. 60 bi� E 893.67 � Q) 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 > i 0 z 3m o V-Q w HORIZONTAL SCALE BRIDGE FILE O - I d\\` l`�iiiJiliC/C / RECOMMENDED CITY OF CARMEL — 131st STREET 1"=5' / ; a�� ,� % X ,�� s rERFO �! FOR APPROVAL —01-08 L Towne Rd. t0 Ditch Rd. VERTICAL SCALE DESIGNATION NO. = DESIGN NGINEER DATE w 10809004 w U o SURVEY BOOK SHEETS LLJ oQZ � � STATE o�ANP. �� DESIGNED_ B.E. DRAWN: T.B. CROSS SECTIONS 60 of 76 LINE „A�, CONTRACT PROJECT z- ,,s�oA1 ��\\\,l CHECKED: J.V. CHECKED: B.E. x � 06-09 o� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i — -- - — -- - Ex. Elev. 898.12 ---P�6 — - — - ---- -- -- --- ---- --- — 75 _ _ - - - - - - - - -�' —FT _ + 46 AC =67.8 AF =0.5 - - - - - - - - - - - - - - 46 -- —VC-=0 =o--- ---- --- — --- -- — — Str. No. Ss-1 - - ----- DRIVE LEFT 890.61 I I T - -- - ------- ---- — - --- -- -- - ---P-ro El -897.69---- --- ------- ----- -- - --- - --- -- - --- - - - - ----- --- --- ' � i 75+ - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - _ - - - - _ — - - - - - - - - - - - — - - -- - - — _ - - 00 AC =49.6 AF =16.4 - - - - - - - - VC =97 VF =23 i i 890.90 Ex. Elev. 898.75 P". Ele 1. 898.05_ _— _ —_ gon - -T - - - - - - - - - � � — 74 -P - - - - - - - - - - - - - - - - - - - - - - -4.5% - - - - - _ _ 3. � + 6 5 AC =100.6 AF =1.3 74 - - - - VC =0 VF =o DRIVE LEFT 891.32 1 905 ---- --- i i - - -- - Ex. Elev. 898.92 Prop. Elev. 898.21 - -- --- - - - --- -- - ------ ------ - - — 9100 74 _ _ - - -- - - - - - - - - - - - - - - �', _ _ - - - - -- - - - - - - - - - -- - - - ' ` - - _ _ - - - 3.1 74 F — — — — — - - - ` 50 - - - - - - - - AC =55.2 AF =8.8 - - - - - - -- -- - - - - - — - - - -- - - - - _ - - � 50 VC =251 VF =29 I Str. No. SS-1 891.50 --- - --- ---- - -- - / - - -- x a U I Ex. Elev. 899.49 Prop. Ele . 898.66 goo 900 - - - - - - - - - - - - - - - ow C06 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +0.6% -� - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ 06 mj - - - - - - - - - - - - AC =126.1 AF =0.1 _ i VC =0 VF =0 ,, m - - - - - - -- - -- --- - - ---- DRIVE RIGHT Str. No. SS-1 in o ® 7 +80 o 8P2.34 _ 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o ;' 3 m HORIZONTAL SCALE BRIDGE FILE , E� CITY OF CARMEL — 131st. STREET =5, �o ��sTERF F,p RECOMMENDED � X o FOR APPROVAL 4-01-08 Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION s NO. DESIGN NGINEER DATE 1 =5 Q W 10809004 W p cu , v �w = STATE OF = DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS w o� Fs IND I NW, �� 61 of 76 LUQ ZZ z,,,5 u- w o BONA �� CONTRACT PROJECT � —L� CHECKED: J.V. CHECKED: B.E. LINE A 06-09 X oE::��i 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 900 900 I I E . Elev. 897.27 Prop. Ele 1. 895.78 M - - - - - - - - - - - - .r VC =191 VF =5 -- -- - - Str. No. SS-2 ® 77+ 0 - --- - ---- --- - S__tr. No. 62 - -- -- - ---- 890 A 891.12 88E.50-/ 8 8.40 E(. Elev. 897.43 Prop. Ele v. 896.08 i 76 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - - - - -- - AC =103.4 AF =0.9 --- - - --- - -- ----- ------ - - - M6 VC =0 VF =0 - - -- -j- -- - -- St � --------- - ---- ---- --�:-N662- DRIVE LEFT Str. No. SS-1 891.50 S- 891.50 i 888.94 900 i I - ---- 900 Ex. Elev. 897.50 Prop. Elev. 896.19 - - - - - - - - - - - - - - - - I + - - - - - AC =86.6 AF =2. 7 - - - - - - - - - - - - -- - VC =146 VF =26 --- - --- ----- -- I - r - - - - -- - --- - - - - - ----- ----- --m-0- 891.63 --- Str. No. SS-1 889.10 -- - --- ---- --- - -- - -- - - -- - - ----+- --Ex. Elev. 897.78 Prop. Ele . 896.66 (76 50:1 - - - - - - - - - - - (776 t- ____- - - - - - - - ` � - -- - 0 - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - AC =71.0 AF =25.2 I 890 Str. No. 62 - - Str. No. SS- - - --- -- -- 892.14 - -- - 889.70 / U _ __ X - - - Ex. Elev. 898.00 �fOp. e 897. 2-- - - -- - --- -- 75 50:1 - - _ - - - - - - - - - - - - - � 3 75 / -}- - - - - - - - - - - - - - - - - - - - - 1 + - - - - - 65 AC =68.4 AF =15.1 - - - - - - - - - - - - - f - - - -- - - - 65 C3 o W Str. No. 64 Str. No. 62 = m i 893.20 892. 2 m 89 .58` 892.48 _ _ Cn Str. No. SS-1 Str. No. 63 \-892.62 892.6 m% 6, W N � F- E � p ±� 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 > 0 i O 3m Y,;iJ CITY OF CARMEL - 131st STREET HORIZONTAL 5' SCALE BRIDGE FILE U p W E;i06 �� RECOMMENDED - i W' X N `,�Q��O�sTERF� p�c� > FOR APPROVAL 4-01-08 TOWr12 Rd. to D1tCr1 Rd. VERTICAL SCALE DESIGNATION z = NO. DESIGN qNGINEER DATE 1 =5 w < _ ;u 10809004 w o w SURVEY BOOK SHEETS 1\ STATE OF DESIGNED: B.E. DRAWN: T.B.o Q CROSS SECTIONS Lij z Fs !NO i ANP c�. 62 of 76 LJ W z i?s/ONAL � \\\\\\ LINE ��A�� CONTRACT PROJECT CHECKED: J.V. CHECKED: B.E. W W o �,,, , , III 06-09 X OL�� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 900 -- ------ -- - ------ -------- - -- - - - ------- ----- 900 ! Ex. Elev. 895.03 Prop. Elev. 893.96 1995 7Q U50 - - - - - - �.1 - - - - - - - - - - -_ - - - 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Ex. Elev. 892.801 Prop. Ele v. 892.08 - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -� _ - - - - - - - - - - - - - - - - - - - - - - _ _ - 2.� _71 93.5 AF =2.2 0 ��o 0 Str. No. 68 -- - 886.44 C9 85 Str. No. SS- 879.87 r/ I -- - - - - -- - ---- €tev.--8 9, --- - ---- --- -- -- - -- - Z - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�- - - - - - 31 Q81 - T - _ 81 AC =94.6 AF =0.4 890 -- - - -- - --- ------ - -- -- VC =182 _ VF =0 --- -------- Str. No. 68 Str. No. SS-5 879.62 U00 T - - z = = _ _ _ _ - _ _ _ _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - -- - - - - - - `� � - -- - � __ - - - - - - - - - - _ - _ - + 00 AC =101.4 AF =01 VC =404 VF =0 Str. No. 68 - - - -- - - ---------- - ---- --- 887.26 -- - --- Str. No. SS- --------- - 879.36 -- - Ex. Elev. 893.87 Prop. Ele . 893.28 DUMBARTON DR. LEFT & HORSEFER �Y RD. RIGHT 895 80 - - - - - - - -2.8% _ _ ` - + 44 AC =137.9 AF =0.0 - - - _ 44 VC =0 VF =o /, I Ex. Water Str. No. 68 Existing SA fi 80+20 Str. o. SS-3 887.9 887.71 Ex 0+43 MH $0+6 I I I I ® 8 +72 386.0 II II II II , I I II 883.56 879.23 I I I I - - - ----- -- ----------- ---- - - -- -- -- ----- - Str. No. 871.50 871. 0 I j I 1 (Field Verify) (Fiel ® 80+6 d Verify) II II F385 - - - - J / Ex. Elev. 894.34 Prop. Elev. 893.60 V q A / - - - - - - - - - - + i --TU=116.9 -A F7'-= . 00 VC =214 VF =2 -- X. Water--- Ex. Water Str. No $88.07 68 a - - - --- -- ---- ---- -- - --- ---- -- - - -- - ------ -- - --- - ----- ---- - - - -- J o 80+15 80+13 m 886.9 886.8 J� Str. No. SS-2 _� Str. No. SS 3 884.50 r �i Cn w 86.35 8 6.25 L � D �% 0 75 70 65 6G 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _ > a °o -n Ld „ �Y Vic , HORIZONTAL SCALE BRIDGE FILE o%°� \p �c" RECOMMENDED CITY OF CARMEL - 131st Sr REET 1"=5' x N ,'\�P ��G1 STEREO ��/ 4-01-08 FOR APPROVAL Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION _ N0. = DESIGN NGINEER DATE 1"=5' cn w = � =0 0809004 SURVEY BOOK SHEETS STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS � 0<� �� /�D I WA� C� �� CONTRACT 64 PROJECT �� LL_ 0 z- ��ON A L � ��'�°" w wwo CHECKED: J.V. CHECKED: B.E. LINE A 06-09 � cc J �i�r�ir,i�i�n� X ELLS 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 890 i - - - - ---- ------ x. Elev. 888.1 -E-fle .--887.-3& - - -- - ------ ---------- ---- -- $g I I - 3� _ - _ - - - - - - - - - - - - - - - - _ _ � - - - - - - - -- - - - 84 n5O - - - - -- - - - - _ _� _ - + AC =56.9 AF =6.9 50 t9 t9,9 -- = VF =10= - � Str. No. 75 Str. No. 77 0-A @ 84+48 ® 84+48 883.09 883.57 882.85 882.95 Str. No. 76 - - ---- -- - 882.99 ® 84+48 Ex. Elev. 889.31 Prop. Ele . 888.25 t9go --- ----- X3.9 Q 84 - - - - �, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - -' - - _ - - - - - - - - - (:)4 00 AC =74.1 AF =4.0 VC =133 VF =7 j C9 9 885 -- -- Str. No. SS-4 -- - - - -- - - - --- ---- ---- - - ---- - - ® 84+25 i I 881.00 Ex. Elev. 890.30 Prop. Elev. 889.29 83 � q 83 - - - - - - - -G - - - ------ --- - - _- _ _ _ _ - � - - - - - - - - - - - - - 50 AC =69.7 AF =3.8 VC =286 VF =14 885 885 i Str. No. SS-5j 880.63 Ex. Elev. 891.17 Prop. Ele . 890.44 -1.4% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - 8 Z AC =70.2 AF =0.2 -� ' - - _ --{-- _ U82 + VC =0 VF =0 -95 DRIVE LEFT Str. No. SS-5 880.35 x. Elev. 892.11 Prop. Elev. 891.35 C) 890 -- - 82 Str. No. 73 I I I- - 888.4-8 - - - - -12� �� - - - - - - - - -l� Ll - - - - - _ Str. No. 71 _ _ � ` --+-- I - - 82 + ® 82+53 - - - - _ _ - _ - - - ® 82+53 - _ ` + 50 887.47 AC =84.7 AF =3.9 s 7.95 ss�.�s VC =165 VF =6 - - - o -- --- -- - - -- - - Y 886.85 885.40 Ex.8 88¢.97 +53 885.00 88 .03 O Str. No. 72 8 3.0 m Str. No. SS - ® 82+53 886. w 880.12 m - ----- ----- Y � � r� Ln m/ O W N L FJ-- E � p 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 O �>-, 3 m O � w HORIZONTAL SCALE BRIDGE FILE o Qr� CITY OF CARMEL - 131 st STREET 1 -5 ��Y E�� ,, RECOMMENDED o/N I � XN �Q��G�STER�0 �< FOR APPROVAL 4-01-08 TOWrle Rd. tO I)1tCh Rd. VERTICAL SCALE DESIGNATION NO. = DESIGN NGINEER DATE 1"=5' 10809004 L Lu w CROSS SECTIONS SURVEY BOOK SHEETS W -� STATE 2 DESIGNED: B.E. DRAWN: T.B. bjo z <0 !NO i aNP. �� 65 of 76 Q w Wiz- %, �� w �ONAL CHECKED: J.V. CHECKED: B.E. LINE A CONTRACT PROJECT D J X �Lwi 06-09 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 75 70 65 60 55 50 45 40 35 30 I E . Elev. 885.52 Prop. Ele . 885.92 884.00 _ 883.80 885 -- 1 AC =15.8 AF =91.0 - - - - - _ _ _ -- _ - - - - + Str. No. 80 � VC -24 VF =162 - - - - 50 - - - - - - - - - - - - -- - - - - - 50 8 1.84 881.60 -_ - -- -__ 88184 881.i4 881. 4 Str. No.1 78A __ --- - St-. No. 78 881.38 Str. No. 79 881.48 881.50 I E . Elev. 885.83 Prop. Ele . 886.18 I j - - - i 86 885 - -- --- - - - AC =10.1 AF =84.5 00 - - - - - - - - - - - - - = - - - - - - - - - - - - VC -77 VF =198 Str. No. 77 -� ---- - - 890 890-- E . Elev. 886.28 Prop. Ele . 886.40 -7.3% _ _ - - - - - - - - - - - - _ - - _ - _ AC =21.9 AF =18.3 59 VC =0 VF =o Str. No. 77 - - I - - DRIVE LEFT 892.29 ---- -- --- --- I I I x. Elev. 887.19 Prop. Ele . 886.77 - - - - - - - 85 31 / - - - - - - - - - - _ - - - - - _ - - - - - - = - - T - - - - -- - + 85 _ -- ------ - -- --- - - - - - - - - - - - - -�0- - - - - - - - - - - -- -- - - -- - -- - VC =82 VF =27 Str. No. 77 _ 882.59 -- ------- - -- - -- - -- - - - ----- - - -- - --E . Elev. 887.90 rop. e . 7.17 -- -- - -- - - _- - 84 84 X - - - - - - - - - - _ - - - - - - - - - - - - _ - - - - 8�5 i + - AC =69.7 AF =1.6 -- ------ -- ---- - - W z o Str. No. 77 DRIVE LEFT 882.78 _ - --- - ------ --- - - --- Cn �- - - In LLJ D 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7 OCT 75 70 65 60 55 50 45 40 35 HORIZONTAL SCALE BRIDGE FILE o 3m �Y' "'E'� CITY OF CARMEL - 131st. STREET 1'°=5 o Q-0Ld Q �ySTE,FO��< RECOMMENDED DESIGNATION 4-01-08 TOWIZe Rd� t0 �1�C11 Rd. VERTICAL SCALE DESIGNATION UL X N m NO. = DESIGN NGINEER DATE 1 5 10809004 c SURVEY BOOK SHEETS Q -� sTArEOF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 66 of 76 L`' F !ND i ANP' Q;� CONTRACT PROJECT >W s wo<� ,,5/0NAL � `„ CHECKED: J.V. CHECKED: B.E. LINE A 06-09 W U W W W W� Cy-__j W X WEB 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 T 60 65 70 75 i E . Elev. 884.76 Prop. Ele . 884.85 8 3.50 88 ' - - - _ Str. No. 83 _ + + ® 88+20 _ _ 50 881.19 AC =33.7 AF =22.9 i VC =55 VF =110 T8O .71 Str. No. 85 878.43 . Ex. Water 878.32 ® 88+20 _ _St . No. 84 880.61 878.68 88+35 - ---- ® 88+20 80.55 E . Elev. 884.88 Prop. Elev. 885.12 8 4.00 1 __ - - - - - - - - - - _ - - - - - - - - - - - - - - - -Z - - - - - - - - - - - - - - - - - - - - - - -_ -_ -_ - ` -" AC =25.3 AF =96.1 88 - - - 88 88 VC =41 VF =125 _ + -- -- - Ex. Water -� 87+90 I 875.7 -1----- Ex. Elev. 885.03 Prop. E ev. 885.30 _= - - -L = - -= _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 87 P 87 �j + + 1 -_ _ -_ _ -- 60" rcp _ fi - ' . 877.14 - - - - - - - - - - - - - - - - - 8 8.49 877.36-// 77.36 RANGE PROFILE i x. Elev. 885.11 Prop. Ele . 885.39 884.25 - - - - - - _ _ _ - -2•-0 - - -- ---- - -- - --8 - - - - - - - - - - - -- - - - - - - - -� _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - -- - - -- - - _ - - - 50 + - - - - `C - - - - - - -�- - - - � - -- --� AC =19.2 AF =38.5 50 VC =18 VF =58 882.86 C9 C9 0 i x. Elev. 885.21 Prop. Ele . 885.57 884.42 2.0% - -- - - --- - - - _ - - -- 3 --- - _ - _ - - - _ _ - - _ _ _ _ _ --C- - - - - - - - - - - - - - - - � AC =9.1 AF =54.0 - VC =5 VF =33 883.3 + n+16 16 - --- x E . Elev. 885.25 Prop. Ele . 885.65 8 4.40 - - - - ---- -- - ---- _ - - - - - - -t - - - - - - - - - - - - - - -- - - - - - - 87 0 87 /C - - - - - - - - - - - - - - - - - - - - -/ AC =8.5 AF =56.7 - - - - - 883.66 + + VC =23 VF =137 00 m00 - - -- - - - - -- - - - --- - Str. No. 80 Y � pp 881.00 M w ® 86+9 i � E ~li o 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE Qom ,'o �� s. "'C F/ CITY OF CARMEL - 131st STREET 1"=5' o iN I G1 E RECOMMENDED VERTICAL SCALE DESIGNATION o n �P 0- RF0 �l ; FOR APPROVAL 4-01-08 Towne Rd. to Ditch Rd. 1"-5' X N = �' NO. DESIGN NGINEER DATE - a 10809004 w _ SURVEY BOOK SHEETS w =° STATE OF s DESIGNED: B.E. DRAWN: T.B. CROSS SECTIO 67 of 76 z ASS/.INDI ANP \ CONTRACT PROJECT Li ° ~ ° ' 0NAI °' CHECKED: B.E. LIlV E A � �Qz � LiJ CHECKED: J.V. 06-09 W W ly- OfJD X Es E:2 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 890 I f Ex. Elev. 887.15 Prop. Elev. 885.96 91 - - - - - - - - - - - - - - - - - _ __ - = s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ _ _ _ _ _ - - - 91 + - _ - - _ - - = - 5 - -- - - - + 880.9 ---- ------ ----- AC = _ -- Str. No. 94 881.33 8 0.93 VC =439 VF =15 880.78-/ Str. No. 96 880.6 880.56 ® 90+92 Str, No. 95 880.68 090+92 890 890 i Ex. Elev. 886.44 Prop. Elev. 885.10 90 _ - _ - - - - - - - - - - - - 90 AC =107.7 AF =0.6 Ex. Nater VC =0 VF =0 I I -- 0+55 - _I_ - - - - ----- -- -- W SHERB RN DR. LEFT 80.5 -- - -- - - - -- - - - Str. No. 94 Ex. Water 880.24 90+55 875.0 890 90 I j i I j Ex. Elev. 885.96 Prop. Elev. 884.73 90 - -- - -- - - - - - - - - - - - - - -- - - - _ - - - - - - - - - - - - - - - - - - - 90 00 - - 00 AC =116.0 AF =2.6 VC =183 VF =6 - Str. No. 94 880.00 I � _89.0---- ---- E . Elev. 885.32 Prop. Elev. 884.51 50 - -Y871 _ __ = = = = = T - - - - - - - - - - - - - - - - - _ 50 AC =82.0 AF =3.5 .6 VC =130 VF =10 0 6- U9 C9 0 -- -- - ----- - - -- - Str. No. 88 880.74 880.64 88 .40 ® 89+39 ---- - - Str. No. 90 879.39 0 89+39 880.2 Str. No. 89 880.30 X D U Ex. Elev. 884.91 Prop. Ele . 884.59 - - - - - - - - - o - - - - - - - - - - - - - - - - - - -- - - - - - - - - + 0 oO AC =58.3 AF =7.1 - - - - - - - - - - _ - _ OO VC =85 VF =28 m Y � � J LO °;i Str. No. 88 FJ E �' 879.16 � a 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 o � 3m -0 Lli 4L- �."E� CITY OF CARMEL - 131st STREET HORIZONTAL SCALE BRIDGE FILE 0/ ��p� �sTE kF�' RECOMMENDED ' "`" �P e�G RFO ��%` FOR APPROVAL 4-01-08 L Towne Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION _ NO. DESIGN NGINEER DATE I 1 1 =5 LLJ w -)o 1080904 �u , SURVEY BOOK SHEETS z STATE OF = DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 68 of 76 � O Q z �� !ND I ANP �� _ LINE A CONTRACT PROJECT w z %'"''S/ONA�" °\\ CHECKED: J.V. CHECKED: B.E. » 99 � �J� �'0 '�fl u�i glal i N� �� X o 06-09 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 895 895 I Ex. Elev. 890.18 Prop. Ele . 889.50 Fig0- - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ - _ - - - --- - - - - - - - - - _50.1 - -_- -- -- �-- U50 VC =97 VF =0 55 885 885 END DROJECT BEGIN INCID NTAL CONSTR. STATION 93+00 895 895 Ex. Elev. 889.80 Prop. Ele . 888.67 '990 890 00 AC =105.1 AF =0.0 m VC =189 VF =2 55 i 885.51' ^) 885 - - --- - ---- - - Str. No. 9 A ---- - ® 93+07 885. 0 I E . Elev. 889.28 Prop. Ele . 888.08 + - - - - - - - - - - - - - - - - - - - - - - - - - - 3' - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ - _ - - -�- - - - - -- - - - - - - - - - - - - -- + 50 - - - - - - - _ = = = T - 50 AC =99.0 AF =2.1 VC =180 VF =5 ) 884.9 885 885 i 884.33 883.85 Str. No. 97 Str. No. 99 ® 90+92 ® 9 +54 883.34 -- - - - - Str, No. 98 883.75 ® 2+54 - _�-9-0- -- -- - ---- - -- ---- Zlev.__888 -Pro} $$Z3$ - - -- --- - - -- - - - -- - -!--- --- ------- - --- $�- 92 - - - - - - - 91+ 6.1 _ - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� ` _ _ _ _ _ - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - 887. 5 - - - - - - - - - - - - - 92 AC =95.8 AF =2.9 I �� VC =182 VF =5 15 rcp 885.17 & 885.24 Str. No. 97 --- - - - - - - ---- --- - 882 54 - - ---- - -- Ex. Elev. 887.82 Prop. Ele . 886.67 - - - - - -- - - --- ---- - - - - --- X / 0 91 91+30.9 9 - - - _ _886.24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ `- - - 91 50 n I� _ - - - - - - - - - - -' AC =100.4 AF =2.8 "') X5.01' 50 L _ - - - --- - - - ---------V&-----205F__ =8- ----- --- -- z 1 _ 12 rcp _ - _ - - 885.10 o �I- ~ 9883.45 12" .4 rc m 883 -- - -- - -- - - ----- ---- ----- --- -- --- - --- Str. o. 97.-- - - - - - u _ _N - - ---- `� 881.77 J r7 N m/ N W N L IJ E � p 19 0 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE o CITY OF CARMEL - 131st STREET 1"=5' Q �m ��Y J Elk °o C) -0w C,/N p ��srE �c RECOMMENDED y, XN '�� RFO �l FOR APPROVAL 4-01-08 TOW11e Rd. to I]itCll Rd. VERTICAL SCALE DESIGNATION NO. = DESIGN NGINEER DATE 1 =5 w � 10809004 w o it, SURVEY BOOK SHEETS >w -� STATE OF _ ; DESIGNED: B.E. DRAWN:_ T.B. CROSS SECTIONS w !Np I ANP 69 of 76 w z z %„S7p�� :> >> >> CONTRACT PROJECT � w W a J� CHECKED: J.V. CHECKED: B.E. IN 06-09 xo�::E 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 51 0 55 60 65 70 75 I i Ex. Elev. 889.28 r+f - - - - - - — — — — - - -. ("j 886.16' C9 9,9 I I - - - — -- -- — — 95 E . Elev. 889.45 -- -- -- -- - - — - ------- -- --_---- - - - - 95 - - - - - - _ -- - --- - -- - -- _ _ _ _ _ _ - - - - - - - - - - 890 19 - - - -- - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 19 - - - - - - - - - - - - - - - - - - - - - 55 —� 86.08' I i a — — — Ex. Elev. 889.89 9 4 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - _ 94 - - - - - - - - - --- _ _ _ _ _ _ --- `-- -- --- ^__ - - _ -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - _ _ - - - - - - 50 50 15 �� 886.03' I I END INCIDENTAL CONS . STATION 94+35 Ex. Elev. 889.98 Prop. Elev. 889.98 94 94 - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- -- - - - ----- ---- _ - - - -_ - 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 I ' Ex. Elev. 905.18 Prop. Ele . 904.90 90,9 6:1 - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - _ - - - - - - - - _ + u 00 AC =75.6 AF =15. ! — 00 VC =140 VF =27 — - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 12" rcp - - - - - - - - - - - - - - 910 910 I i i i E . Elev. 904.90 Prop. Ele . 904.65 ! — — — — — — — — — — --77[1-- = T-r— — — — — — — — — — — — U50 AC =75.5 AF =13.7 U50 VC =124 VF =51 910 910 ---- ---- --- — Ex. Elev. 904.38 Prop. Ele . 904.42 + — — — — - - - - - - - - - — — — — - - - - - - - - - — — — — — — - - _ — — n--I - - - — — — — — - - + 00 I-! 00 . . VC =111 VF =40_ I I I I II Ii 12" rcp —_— _ 12° rc= - - — 0 167 8E 900. 900.65 - - - -, 898.51 898.59 898.48 Str. No. 100 16+86 i i Ex. Elev. 904.42 Prop. Elev. 904.49 I 54 AC =75.8 AF =0.2 ! 54 VC =0 VF =0 900 q00 BEGIN CONSTR. STATION 16+54 910 910 I I X 0 (T6 E Elev. - - - - - - - - - - - - - -- - _ _,�--- - - - - - - - - - - - - --- - _�� - - _ _ - -- - ---- - - -- - - - -- _ - --_ - _ - - - - ( 176 - - - - - - - - - - - - - - - - - - - - - - - - - w 25 � - - - - - - - - 25 Z O m 900 N O � O O L a 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 I � Ul m w x w HORIZONTAL SCALE BRIDGE FILE k RECOMMENDED CITY OF CARMEL — 131st STREET 1"=5' —J Q I `� E C X 6 1 � Y ~i N ",APO e`��1S7ERFO��l FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION NO. DESIGN NGINEER DATE Towne Rd. to Ditch Rd. 1"=5' Q - w --� 10809004 DESIGNED: B.E. DRAWN: T.B. C C wpQ� � !NDIANP �? CROSS SECTIONS SURVEY BOOK 71 SHEETS 76 Ld 'ii� 71 77 W W >oiigii �� „ „�,,,A,,�"„ �°'�� CHECKED: J.V. CHECKED: B.E. LINE S — 1 —A CONTRACT PROJECT 0609 v ON X o E:2 ---� 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 � f — — — — _ Ex. Elev. 905.38 20 — — — _ — — _ _ _ _ — — — — — _ _ _ _ — — _ — WITHIN LIMITS OF ROUNDABOUT (131st STREET) 20 50 - - - - - - - _ -- _ _ _ - - — -- - - - _ — = - - - - - - - - - - 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 '910 910 / " I 22 / / E . Elev. 905.06 Prop. Ele . 905.69 22 � 10:1 -�- _ r AC =67.3 AF =56.5 VC =182 VF =104 '900 900 S r. No. 116 8 9.66 Li z 910 9 +2.1% - - w z 21 / ' ` ` x. Elev. 905.55 Prop. Elev. 905.74 -� (' 21 + 3.1 - - - - -6.0% _ + AC =79.5 AF =27.7 VC =120 VF =22 -- ---- - - ---- -- ------ - -- - -- -- - - - DRIVE RIGHT q0 Str. No. 116 899.36 910 910 i n _ ' - Ex. Elev. 905.63 Prop. Elev. 905.56 21 - -3.2% + C7 rA AC =116.8 AF =11.5 VC =272 VF =19 900 '900 I 1 Str. No. 116 899.21 _ ----- -- 21 - E; . Elev. 905.63 Prop. Ele . 905.17 ("21 + - - - - - - - - - -3.0% + / - - - - - - - AC =176.5 AF =9.3 / VC =198 VF =14 Str. No. 116 898.98 I ' X - - i 20 - - - - - Ex. Elev. 905.50 Prop. Elev. 904.98 20 + - - - - - - - - - - - - - - - 31 + o -- - - _-- -- - - - - ` AC =252.0 AF =21.7 ° VC =0 VF =0 i cn --- - —- C) 0 - N O� o r Str. N . 116 L L 898.8 II 3:'1010 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 m m °"' HORIZONTAL SCALE BRIDGE FILE w _Xw SE� APPROVAL CITY OF CARMEL 131st STREET RECOMMENDED —5 ' 4 RFo FOR -01-08 VERTICAL S C A LE DESIGNATION Rd. to Ditch Rd. _ NO. - DESIGN NGINEER DATE 1"-5' Li 10809004 W v SURVEY BOOK SHEETS STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS Li OQz �� !NDIA0, �� 73 of 76 w c)z— °%�� w w „ TONAL � �” LINE " S- 1 —A" CONTRACT PROJECT Ljj CHECKED: J.V. CHECKED: B,E.xoE:2 06-09 — - 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 - Ex. Elev. 904.58 Prop. EI v. 905.11 - - - - - - - - - - - - - - - - - - - - - - - - - - - + 00 - � - Fes-= = = _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ __ _ _ _� - 00 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - � _ _ _ - - - 15 rcp �� AC =11.8 AF =27.3 900 VC =25 VF =103 900 ND CONSTRUCTION BEGI INCIDENTAL CONSTR. STATION 24+50 910 910 1 904.49 Prop. Elev. 905.19 - - ---- -- 50 _ - _ - - - - - - - - - - - - - - - - - - -- - - - --7AC =15.0 AF =83.7 - - -- - - - - - - - - - - - - - - - -U50 -- - - - - - - - - - - - - - - - - - VC =43 VF =164 900 i --- - -------- -------- -- --- -------- i 0- - - E Elev. 904.34 pro Elev. 905.06 + 00 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' 0 00 900 I 901.1171 01.01 ------- - - --_--- -- - - AC =30.9 AF =93.2 - - - � 900.62 -- Str. No. 118 VC =208 VF =317 900.73 1 900.80 900-86 90) Str, o, 116 Str No. 116A Str. No. 117 900.57 900.63 z - - - - - - - - -10.0q - - z +0.4% 910 Q -- w 23 .48 Pro Elev.. 905.21 z + ---- - -6.0% - 905 A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U AC =29.2 AF =131.0 �--- VC =0 VF =0 Q 900 -- ------ -- -- ------- - ---- - -- - ----- - - --- DRIVE-RIGHT Sl r. No. 116 900.08 910 910 j i t V 23 ' Pr FlPv q04,70 Pro . Ele . 905.44 ( 23 905 _ _ _ + _ - - - - - - - - - - - - z - - - - - - - l - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° AC =81.3 AF =78.1 VC =138 VF =125 Q m 900 cn - -- --- --- ---- --- -- -- I � N 0 O oStr. No. 116 L E 899.8 a 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 Lli m HORIZONTAL SCALE BRIDGE FILE Xm X CITY OF CARMEL - 131st STREET Q E� 1,>=5 RECOMMENDED 1 N ,g7 ��sTERFo �� FOR APPROVAL 4-01-08 VERTICAL SCALE DESIGNATION NO. = DESIGN NGINEER DATE Towne Rd. to Ditch Rd. 1"-5' _ = L-Li w o 10809004 Qj`_ SURVEY BOOK SHEETS STATE OF w o�� NoIANP. ? > DESIGNED: B.E. DRAWN: T. CROSS SECTIONS 74 of 76 %ss/ONAL �? Ld � ""' CHECKED: J. CHECKED: B. LINE " S - 1 -A" _ _ CONTRACT - PROJECT X o E: 06-09 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 I I Ex. Elev. 904.89 905 0-7 + — — — — — — — — — — — — — — — — — — — — — — - - - — — — — - - - - - - - - - - — — — — - - - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - — ��\ _ _ — - - - - - - - - - - - - - - - - - - - - - + 50 - - -- 50 900 - - a---- I EN INCIDENTAL CONSTR. STATION 27+00 '91-0_ - -- - ---- - - - --- ---- j Ex. Elev. 904.81 Prop. Elev. 904.82 i I 9 0 5 - - -- - - --- ------- -- ---- - -- - - -- ---- -------- t —------ ---- ------ --- ---- + - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - -- - - - - -- - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - _ — _ — + - - - - - - - -- - - - - - m 00 AC =25.4 AF =0.0 VC =46 VF =8 900 i I 910 910 90,9 I Ex. Elev. 904.80 Prop. Elev. 904.89 � U50 - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - — - - - - - - - - _� � -fI — _ -� 3 � — _ - - - - - - - - - - - - -- -- - - - - -- - - - -- - - - - -- - - - - - + AC =24.5 AF =8.2 _ — '- 50 VC =47 VF =16 i I I i Ex. Elev. 904.67 Prop. Elev. 904.96 00 AC =25.7 AF =9.2 �_ _ _ 00 VC =35 VF =32 910 910 I i I j / Ex. Elev. 904.63 Prop. Ele . 905.04 X - - - - - _ _ - -- - - - - - - - - _ -- _ _ --i- - - - - - - - - - - - - - - - - - - n25 25 _ _ - - - - - - - �' - - - - _ — - - - - - - _ _ — AC =11.8 AF =25.6 50 VC =22 VF =49 ' U D �_ - - - --- -- --- - - - - --- - - -t-- I w z O a Q ; m I I N 0 O O O u D J% �0 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 m >6 1 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL — 131st STREET 1"=5' w U X m 4 I0,,, % o \,,� ! �� RECOMMENDED y, srEjFOF,p� FOR APPROVAL 4-01-08 TOWIZe Rd. to Ditch Rd. VERTICAL SCALE DESIGNATION z N0. DESIGN qNGINEER DATE 1 =5 Q w 10809004 w v > w =° STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS z m Q F Li O �- s VD 1 A'A 75 of 76 wUZ- s�ONAL � �"� " �� CONTRACT PROJECT z LINE S — 1 —A Li wo CHECKED: J.V. CHECKED: B.E. 06-09 Of xoE� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 910 910 I I 4 4 / ' / -}- x. Elev. 903.37 + 3 — 15 _ _ Prop. Elev. 905.17 _ - _ - _ 15 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - --- - - - - - - - - - - - - -- AC =132.7 AF =134.2 VC =266 VF =387 - — - -- -- ------ -- - — - -- 900 - 910 910 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- x. Elev. 903.74 Prop. Elev. 905.21 3. - - - - - - -� - l 3 25 - - - - - - - ' I AC =27.2 AF =98.2 VC =46 VF =371 I i i x. Elev. 903.86 Prop. Elev. 905.27 �- AC =6.2 AF =169.0 — — — + 50 VC =53 VF =583 — — — 50- 900 900 Ex. Wa er — .1-Ex. 2+65 ( 1 898.0 Ex. Water 2+31 ( 895.9 Q 910 '910 i f i X ----------- ------ i U Ex. Elev. 904.77 Prop. Elelv. 905.30 + — - - - - - - - - - — - - - - - - - - - - - - - - - - - - — — — — — — — — - - _ —_ - - — _- -