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131st Street Road Improvements - Carmel Proj. 06-08 G ► C / Cyr Q,R'Sdtifi1�S� �� i CITY OF CARNIEL PROJECT NO i ■ z 06 08 OWNER U01 CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571 -2400 Uj TOPOGRAPHIC SURVEY BY: CROSSROAD ENGINEERS 0 3417 SHERMAN DRIVE BEECH GROVE, INDIANA 46107 (317) 780-1555 HOLEY MOLEY SAYS DON'T DIG BLIND" �,I - �-- 0 W 1I 1 INDEX OF DRAWINGS SHEET N0. r �Ib IM 1. �:� M III h - haw a :. ..� 4t Iglu � � TITLE SHEET & INDEX 1 ® = TYPICAL CROSS SECTIONS 2 y„ _. r T IIIStL 111 ", II � BIT'S THE LAW" MISCELLANEOUS DETAILS 3 CALL 2 WORKING DAYS BEFORE YOU DIG -'' IIII`II'IN 4l, 11 ,l j � . , III 1-800-382-5544 law.�- Imo"• Lill" ^I I. , v, ,III,":• .. :„ ., �` " 'I .r r. wl dl„h ",:.d.� — I ” MAINTENANCE OF TRAFFIC 4- 6 ' CALL TOLL FREE x ".IIII �e ,° I ROAD PLAN & PROFILES 7-16 PER IADIANSTSTHE LAW TO EXCAVATE N N" A N p O ��"m w "r, � - WITHOUT NOTIFYING THE UNDERGROUND LUNI ROUNDABOUT CONSTRUCTION DETAILS 1 7-18 LOCATION SERVICE TWO (2) WORKING r m k W•r ry 1 361h '1 .� ,. �I,FI' — DAYS BEFORE COMMENCING WORK. b" ° I �,�A ul � AQUA SWIRL DETAILS I 19 Uj wl LIGHTING DETAILS 20�—21 PAVEMENT MARKING 8c SIGNING DETAILS 22 —25 4 II � Id I. --------- ---------- --� PLANS PREPARED BY: I .r ,, I w". . II m 4V 11k1t i W tllb - - t . EROSION CONTROL DETAILS 2t 30 rlll �I FM 41 PAVEMENT QUANTITIES ,ND APPROACH TABLI�m— — 1 — .� w II I 1x I T I �o� r SIGN SUMMARY TABLE col N UNDERDRAIN & EROSION CONTROL TABLE 33 E"'5010 i 2611h t Al . I STRUCTURE DATA TABLE 34 lip . CROSS SECTIONS 35-6E PROJECT LOCATION IIIIIIII P f �e,. kIM"y: INDIANA DEPARTMENT OF TRANSPORTATION .r „ .rrv,.rwr.,�rrl N I� " I,_ I �. rv.'-" I.� ■ ■ m STANDARD SPECIFICATIONS DATED 2008, INIDt.�T M W � '�I s�t ` ,x �IIIIIL ��I„„ rl SUPPLEMENTAL SPECIFICATIONS. raI w l i Transportation & a� Development Consultants Gd ,k II � I, n, ”I Illli II ,, _ Irv. _ , r�M'I IXI 3417 SHERMAN DR. BEECH GROVE, IN 46107 (317) 780-1555 r � III Iw ` W, 11 rl h W '116th I 34II W �I'11 61h I t �JIIIIII:'lllln IN d J.EC II A Vjlh { sr„. Q�oGISTER�..F� Y� 7r ry .... 00 �.,rwgrX�'' 1 II: dll. &plmll 9ura 1(j�y�,/�����/'��,�, - h. .� PI O �./V V J V lTf 1 STATE STA OF Z f / � F ... 's, ND I AN?'���\ ON /�////,/,//////l w,vv�w,�,�"���� CD_j LOCATION MAP Q NOT TO SCALE ■ 4��' 06-27-08 CERTIFIED DATE 0 PROJECT LETTING DATE : 07 - 16 - 2008 Z z DESIGNED: BE CHECKED: JV z DRAWN: TB CHECKED: BE V LU Z a I U 0 APPROVED BY: BOARD OF PUBLIC WORKS AND SAFETY 0 co � o \ PLAN SET 1 OF 5 JAMES BRAINARD, MAYOR - CHAIRMAN FINAL � N N - ROAD IMPROVEMENTS rt_. Q��o MARY ANNE BURKE MEMBER X o� I CONSTRUCTION X = I LORI WATSON — MEMBER U(n 71 a�riQw—' z��~” DOCUMENTS 00a 2 131ST STREET ROAD IMPROVEMENTS DITCH ROAE) TO SPF?ING MILL ROAD w z a- 0 — — ----- -- a---- -- w 0 o � �� Q Ld 0 Z -- --------- w w wwo NO. DATE REVISIONS � BY HPPR ILL Of 0 1-1 X��Li� LEGEND 40'-0 40'-0 QQ COLORED AND JOINTED CONCRETE, 7" ON 8'-0 6'-0 —2'—0 16'-0 2'-0 6'-0 ' 12 COMPACTED AGGREGATE BASE NO. 53 16'-0 ' MIN. R/W —0 2—0 2—0 6—0 8'_p Q COLORED COMPACTED JOINTED CONCRETE, 4 ON TED AGGREGATE BASE NO. 53 MIN. R/W c0 PCCP FOR APPROACHES, 6" ON 3. MqX P 26 LINE "A" 26 6" COMPACTED AGGREGATE BASE NO. 53 15 PROFILE GRADE 16 26 2% 16 PROFILE GRADE " 3.1 MPX' 2�0% K 2% K 15 26 2% P 2% �•1 10 Q 6 COMPACTED AGGREGATE, NO. 53 BASE ��— 0'-6 (Typ) 3 MqX. O 165#/SYD. SURFACE, TYPE A ON 2 5 #/SYD. HMA INTERMEDIATE, TYPE A ON 5" COMPACTED AGGREGATE BASE NO. 53 SG SG CONCRETE SIDEWALK, 4" 131 ST STREET CROSS SECTION — LINE "A " U @ 165#/SYD. HMA, SURFACE, TYPE C, 9.5 mm ON 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON SCALE: 1/4" = 1' 385#/SYD. HMA, BASE, TYPE C, 25.0 mm ON 275#/SYD. HMA, INTERMEDIATE, TYPE C, OG, 19.0 mm ON 330#/SYD. HMA, BASE, TYPE C, 25.0 mm K1 HMA FOR TEMPORARY PAVEMENT 275#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON 660#/SYD. HMA, BASE, TYPE C, 25.0 mm ON SUBGRADE TREATMENT, TYPE IA K2 HMA FOR TEMPORARY APPROACHES 330#/SYD. HMA, INTERMEDIATE, TYPE C, 19.0 mm ON CENTER OF 6" COMPACTED AGGREGATE, NO. 53 CIRCLE 165#/SYD. HMA, SURFACE, TYPE A, ON 1.5" SURFACE MILLING 49'-0 4=-0 2,—p sc SUBGRADE TREATMENT, TYPE IA 18—0 2'-0 6'-0 g'—p 1'-0 PIPE, TYPE 4, CIRCULAR, 6", DOUBLE WALL, SMOOTH INT. 7" 14 BARRIER CURB AT TRUCK APRON SLOPE VARIES PROFILE GRADE 26 15 COMBINED CONCRETE CURB AND GUTTER, TYPE II A 17 _2.% & LINE 'B' & 'C' 15 26 P MPX �s COMBINED CONCRETE CURB AND GUTTER, TYPE III 14 2%y K 3. 4 @» ROLL CURB, MODIFIED 26 SODDING SG U ROUNDABOUT CIRCULA TING ROADWA Y SECTION 131 ST AND DITCH ROAD — LINE 'B' ,�_p 2'-0 VARIES VARIES '_0 11.5' TO 8.6' !__ a4' TO 12.2'_ 2 �--1'-0 131 ST AND CLAY CENTER ROAD — LINE 'C' VARIES 11.2' TO 1.8' SCALE: 1/4" = 1' LINE "S-2—A" I PROFLE GRADE 3 � MqX. J K 2% % K J 1 MPx' 2— - 3. 3'•1 MPx• 3.•� M qX, SG SG DI TCH ROAD — LINE "S-2—A " STA 51+50 to 52+ 70 CR0 • 5 SECTION 10'-0" 2'-0 VARIES VARIES VARIES VARIES 0' 12' TO 16' 2'-0 10'-0" TO 8' 0' TO 6.7' 12' TO 16' 3.•� M MP�X. 2% 15 �� LINE "PR—S-1—A"—\FILE GRADE PROFILE GRADE 15 PX• 31 2% K 2% 1 M --y IQ SG CLAY CENTER ROAD — LINE ""PR—S- 1—A " U SCALE: 1/411 = 1' SG U 2'-0 VARIES VARIES VARIES VARIES Z —0 to 10 t TO 12 10'f TO 12' 2'—p 1 —0 LINE "PR—S-1—A" 0 '0 t 2—0 2—0 & PROFILE GRADE 3 MAX J K R1 2% _2_% R1 K J 1 MPX 1 MPX' � MqX I U H DI TCH ROAD — LINE "S-2—A " STA 52+70 to 53+00 3 CLAY CENTER ROAD — LINE "PR—S- 1—A " STA 49+50 to 50+00 ° INCIDENTAL CROSS SECTION E 3h Z SCALE: 1/4" = 1' Q,o 0 x >v I x wz Y 3 U) Q M W/0_ I CITY OF CARMEL P� ���srFR F,p RECOMMENDED hORlZONTAL SCALE BRIDGE FILE CD a ND Fa FOR APPROVAL 6-27-08 131ST STREET VERTICAL SCALE DESIGNATION Z w o�� _ DESIGN GINEER DATE DITCH RD. TO SPRING MILL_ RD. N/A 10809004 E cn�Jx o s STATE OF ?� DESIGNED: BE DRAWN: TB xDoEm � �NAL� �������� (����� SECTIONS BOOK 2 SHEETS s' of 66 Transportation Cos & ` CONTRACT PROJECT O "��� CHECKED: P ' r,�-,�������������� �,�,� �� JV CHECKED: JV Development Consultants �i � 06-08 UTILITY INFORMATION SANITARY SEWER Clay Township Regional Water District 24" " Ry on Hartman RIM ELEV. TO RIM ELEV. TO 10701 N. College Ave., Suite A 24" THIS POINT 6" 18" THIS POINT NOTE: Indianapolis, IN 46280 PROVIDE TOOLED CONTROL JOINT 6" 18" " A �6" A (317)844-9200 FOR EVERY 6' - ALIGN CONTROL �� 1 1/2- <1 R. ` rya n.hartman @crwd.org JOINTS W/EVERY THIRD (3RD) JOINT `" 3/4" ON TRUCK APRON ° a MODIFIED CONCRETE CENTER R OD CURB TYPED R PCCP FOR APPROACHES 6" °" "e `� CLASS "A"�° - 4 CLASS A °° ° ° WATER HOLD TOPSOIL DOWN Y2" FROM TOP OF CONCRETE 'CONCRETE r` cb 4 4. City Of Carmel Water Utility CURB WHERE LANDSCAPE/PLANTING John Duffy AREA MEETS BACK OF CURB 700 PROVIDE RADIUS ON MAINLINE TURF/PLANTING AREA 6 EXPOSED FACE, TYP. DRI VE AREAS 760 Third Ave., S.W. PROVIDE LIGHT BROOM \ 121 TAPER ,1,7 Carmel, IN 46032 TOPSOIL D FINISH TO EXPOSED COMBINED CURB AND GUTTER TYPE H DETAIL 1 (317)571 -2443 6" CONCRETE, TYP. NO SCALE jduffy @carmel.in.gov 6" �-6" GAS �� Q A COMPACTED ;; A Vectren Energy Delivery SUBGRADE, TYP. � o 24" Don Perdue CLASS AMODIFIED 5"R RIM ELEV. TO MODIFIED CONCRETE CENTER � ' �� 6" 18" THIS POINT CURB TYPE D P.O. BOX 1700 CONCRETE CURB, BARRIER, 16000 N. Allisonville Road PER INDOT E 605-CCSJ-01 � i� 4"R. R. Noblesville, IN 46061-1700 _ �y�' \ 121 TAPER BARRIER CURB A T TRUCK APRON SLOPE 1�4"AFT. (317)776-5534 1r °, NO SCALE a� CLASS "A" DETAIL 2 dperdue @vectren.com r CONCRETE 24" r „ — 61 CATV _ — — 6" --.� Brlghthouse Network Joe Evans ROLL CURB, MODIFIED COMBINED CURB AND GUTTER TYPE 111 SECTION A-A 3030 Roosevelt Ave. NO SCALE NO SCALE Indianapolis, IN 46218 LEGEND (317)339-9075 joe.evans@mybrighthouse.com O WIDTH GREATER THAN 3' REQUIRES 4 RPMS PER DETAIL 1 OR 3' WIDTH OR LESS REQUIRES 2 RPMS PER DETAIL 2 CENTERED ON WIDTH OF MEDIAN Zayo Bandwidth CURB NOTES PPM TYPE 2 (YELLOW) PER INDOT STANDARD DWG E 808-MKRM-11 John Senese CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED O TYPICAL PAVEMENT SECTION 625 East 11th Street SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. Indianapolis, IN 46202 FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CONCRETE E CURB (317)524-5711 ext.5005 Polyethylene Identification Tape EAD TREA TMENT DEL/NEA T/ON jsenese @zayo.com Directly Over Conduit (See Note 2) DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. �_ 26 NO SCALE TELEPHONE 2% P 2s 15 AT&T 3.1 MPX 3'-0" 1'-6" Greg Cammack Cover 5858 N. College Ave. Indianapolis, IN 46220 #10 Copper Wire (317)252-5134 (See Note 3) mc2741@att.com 4" Dia. Open Conduit U 6" 1 2'-s" s 4" Dia. Interduct d ELECTRIC ° d C ° Duke Energy Corporation ALONG THE NORTH SIDE OF 131st STREET - LINE "A" W z Q Q 8a ° A > i Fred Combs 4 g o 100 South Mill Creek Road Notes: ° 1) 4" Diameter Interduct Conduit Shall Be PVC Schedule 40. The Interior Of Each > Nobelsville, IN 46062 Interduct Shall Be Specifically Delineated With 4 Contrasting Colors. B ° ° ; B (317)776-5347 2) The Polyethylene Identification Tape Shall Be Metallic And Have A Minimum 8— ----_ fred.combs @duke-energy.com ----- I Thickness of 4 mm. The Tape Shall Read "Caution Buried Fiber Optic". Tape Shall ° PIPELINE Be Placed Directly Over Pipe, 18" Below Final Grade. _ _ r\ ° f ) 10 Gauge T 3 e Insulated, Solid Copper Wire Shall Be Attached Directly o The Outside Center Pipe ---_ d Panhandle Eastern Pipeline g ----- - — — � ° - X Of The Open Conduit Every 10 Feet. ° o 'EEJTEXTILE FOR Mark Wood p C. ° ° UNDERDRAIN 71 Zionsville Road ° _ 93 4) Handholes Shall Be Placed At Locations Designated By The Engineer, But No AGGREGATE FOR UNDERDRAIN 6" 2' 6" 6" Indianapolis, IN 46268 Greater Than 400 Feet Apart. SIZE #8 ° ° (317)733-3232 ° a PIPE, TYPE 4, 6"0 14" / 5) Contractor Shall Submit Shop Drawings of Interduct And Handhole, For Review Z mark.wood @su com °� ° °° ° a DOUBLE WALL Q 9 And Approval. ° SMOOTH INTERIOR J / 0 Buckeye Pipeline Roy Bauer CABLE INTERDUCT DETAIL PLAN SECTION B-B UNDERDRAIN DE TA ILI Z NO SCALE 5405 West 96th Street SCALE: NTS Indianapolis, IN 46268 CA TCH BASIN - TYPE C o (317 870-0134 1-1 ) NO SCALE LO rbauer @buckeye.com 0 M Ln Ego - J(j _- Q/Q O vJF CITY OF CARMEN HORIZONTAL SCALE BRIDGE FILE ST ��F,p - RECOMMENDED 6-27-08 31ST `;TREET AS NOTED N A v, .. R FOR APPROVAL `- VERTICAL SCALE DESIGNATION NO. = DESIGN GINEER DATE DITCH RD. TC SPRING MILL RD. AS NOTED 10809004 T SURVEY BOOK SHEETS W Z w ' BE DRAWN: TB MISCELLANEOUS of 66 v r w T STATE OF DESIGNED: w'~'-'o Q~ , .� Fs !ND�ANP C�, I CONTRACT PROJECT L� °,,S�ONAL DETAILS W o %, ��' CHECKED: JV w w w Transportation& ,,, , CHECKED: JV i �(n�J "lip, X w o w Development Consultants 06— DETOUR ROUTE MARKER ASSEMBLY DETAILS �� ETOU XM4-8 �ETOUq XM4-8 0 131st ST. 131st ST. U o ® M5-1(R)S � M6-1 S w OR OR z C _ M5-1(L)S 0 M6-1 S CD F— W 136TH ST I SMOKEY ROW RD O © c © O DETOUR XM4-8 END M 4-6 O I S� ETOU M 4-8 1 f cf) 131st ST. C) �P 131st ST. a_ � Ef] M6-3 x D -LL � � © � M5-I(R)S W 131ST ST OR 1 2 A J N N � �"� M5-1(L)S B l o l o r! i � CONSTRUCTION SIGNS. TYPE "A" x '< x XW20-3 XW20-2 r� 36" X 36" 36" X 36" 4 ROAD DETOUR � CLOSED AHEAD AHEAD 267H CONSTRUCTION SIGNS. TYPE "B" LLJ S� —� DETOUR DETOUR XM4-10 (L) XM4-10 (R) � 48" X 18" 48" X 18" CONSTRUCTION SIGNS, TYPE "C" U 0 z ry °) 122ND ST wB=LLL CLAY CENTER CLOSED C a AT 131st STREET � SPRD Q Q ROAD CLOSURE SIGN ASSEMBLIES ° � COLLEGE AVE ROAD CLOSED ROAD � w z LOCAL TRAFFIC ONLY CLOSED � w z n w U 5' X112'36" 4'RX,22 6 " CK GAF'SSI > U COQ ' CD I LEGEND (D CONSTRUCTION AREA a W 116TH ST —� — — ALTERNATE/DETOUR ROUTE / LL TYPICAL CONSTRUCTION SIGN STANDARD Z ROAD CLOSURE SIGN ASSEMBLY a c ® BARRICADE, TYPE III-B v ® TYPE 'A' CONSTRUCTION WARNING LIGHT ® TYPE 'B' CONSTRUCTION WARNING LIGHT M_ r7 N E _ L U 300 Q/�O ._X'= l ,,,,������°°�� � E� ,,,<,,,, CITY OF CARMEL HORIZO��-a� SCALE eR�ac� IL z N A Fn w °�� G�STFR�� �� 97 -08 1 1ST STREET Fn v, oo �O�' FORGAPPROVADL �T � /' VERTICAL SCALE DESIGNATION NO. DESIGN GINEER DATE DITCH RD. TO SPRING MILL RD. N/A _ - - w z Q ' 0 10809004 - -- — - a SURVEY BOOK SHEETS rL' -� STATE OF DESIGNED: BE DRAWN: TB MAINTENANCE CAF TRAFFIC 4 of 66 wNOQ� ��S' INSI N0' �\ ,-, CONTRACT PROJECT w ��� CHECKED: JV HASE I - WILLIAMS CREED. RIDGE1 — 0 z z " S/ �� 7 � wwWwo NAL ° �co—_ Transportation& ,-- CHECKED: X�0 E� Development Consultants _ — _ C) D w Z o DETOUR ROUTE MARKER ASSEMBLY DETAILS ~ A W 136TH ST ° C w O C ©� SMOKEY ROW RD ® ® A �o © R11-3 R11-3 C © DETO XM4-8 ETOUR XM4-8 I �L o O c �` 131st ST. 131st ST. I cn i o 0- ! f SA A ® M5-1(R)S M6-1 S �P PHASE II-A OR OR O R11-2 R11-2 1L ` H CF M5-1(L)S a M6-1 S D C O W131STST o 0� A � 2 1 O �o 1 2 A g �o N OC 0 CN o Of R11-2 I T '"� ETO XM4-8 END M 4-6-77 x x 4 � 1131st ST, DETOUR M 4-8 w v ® M6-3 131st ST. � I 0 ~ M5-1(R)S W 136TH ST C SMOKEY ROW RD C �- ©� O R11-3 © M5-1(L)S C H ° CONSTRUCTION SIGNS, TYPE "A" OA � A O O XW20-3 XW20-2 / S� OAHEAD 36" 36" X 36" _X l P DETOUR - AHEAD D © R11 2 C ��• IT O W131STST N I I :�O ® :�Q =� 1 1 (2) 0� B CONSTRUCTION SIGNS, TYPE "B" 0 �� � ° C14 CD Ckf X R11-2 PHASE 1 1 d x DETOUR DET � OUR i O 4 cn XM4-10 (L) XM4-10 (R) z 48" X 18" 48" X 18" m / CONSTRUCTION SIGNS, TYPE "C" w c 126TH �� o W 126TH ST CLAY CENTER CLOSED WB 131st STREET 0 AT 131st STREET CLOSED AT SPRWOMILL ROAD O� i 0 Elf ROAD CLOSURE SIGN ASSEMBLIES J .-1 CD r ROAD CLOSED AHEAD ROAD z LOCAL TRAFFIC ONLY CLOSED Of - ci- cn 122ND ST R11-3 R11-2 5 X 2'-6" 4' X 2'-6" z � LEGEND J Of �- vn COLLEGE AVE CONSTRUCTION AREA W z J w z ALTERNATE/DETOUR DETOUR ROUTE z w w a U -LL TYPICAL CONSTRUCTION SIGN STANDARD cn LD L-Li U G SS\ ROAD CLOSURE SIGN ASSEMBLY � ® CON / ® BARRICADE, TYPE III-B M ® TYPE 'A' CONSTRUCTION WARNING LIGHT W 116TH ST R11-3 O ® TYPE 'B' CONSTRUCTION WARNING LIGHT Q o O x > x Z'-Z CITY of CARMEL 00, HORIZONTAL SCALE BRIDGE FILE Y U D Jo'Q I �o �� � STE,Q �F,p RECOMMENDED /A Fo �� , FOR APPROVAL 6-27-08 1 1ST STREET VERTICAL SCALE DESIGNATION w z a N� = DESIGN GINEER DATE DITCH RD. TO SPRING MILI, RD. N/A "�}W 10809004 W W U Z= 'n STATE OF " DESIGNED: BE DRAWN: TB MAINTENANCE OF TRAFFIC, SURVEY BOOK SHEETS �c``'n Of J° i 1 .1 �`rS AND I ANP �\ 5 of 66 TONAL PHA ; IY CCNTRACT PROJECT x o Transportatior.& '0 CHECKED: JV CHECKED: JV 06-08 Development Consultants — -- —' — o / ,\ o O _ _ _ LEGEND `�\ (= I O O / h_ + —I— EXISTING �\ �- + + / w = ® EM STORM INLETS LIGHT & POWER POLE W/RISER \\ � Ow / � G�'� .' GUY WIRE " I ' M / Cf) � =_arL-==-STORM MANHOLE :_ ' `� _< \ / I —FO`—FIBER OP11C LINE"-I' LIGHT POLE �\ V"'� 1 // ¢ \ Z o o =__=_,;�i SANITARY MANHOLE ___ \\ � _< \ �co � \ SANITARY CLEANOUT TELEPHONE LINE \\ BROWN, JAMES A. �� P � P01 OVERHEAD TELEPHONE LINE \\\ C > W o �� o I — c —GAS LINE iTM TELEPHONE RISER \\ 1 1 � rr i O ``<, '`-� `� �=Y; GAS VALVE cf: TELEPHONE MANHOLE \\ & KATHY \ o / moo I C? "` GAS METER CABLE N LINE \` FULLERTON DONALD J. INS_. #200000019187 \ / Z ^ ��������0 I Ic ��X � 0��� WATER LINE _* CABLE N BOX \\` & MICHELLE A. LOT 108 \ / °,; ° �Q �� I - SF S\ 3:Y WATER VALVE ;1-1 UTILITY MANHOLE Z:c\\\ SCHILDT, BRIAN 1 l \\ / :z 0 d"' T ( �' I FIRE HYDRANT — x —WOOD FENCE \\ INST- 19809811193 \\ & JILL A. 1 +74 Z Q . HODSON, AVANELLE I L Q P; '�- * SPRINKLER — o CHAINLINK FENCE \\ EXISTING DRIVE / w # r WATER METER x —WIRE FENCE \\\ INST. #9429341 I \ Y INST. 9609638999 0 IRR. VALVE — / IRON FENCE \\\ �1 11 \ // Z I \\ STIR. NO. 212, -�� ELECTRIC LINE IRON PIN \\ +2 \ / $ N0. 4= d OVERHEAD ELECTRIC LINE BUSH `\ STIR. N0. 212A, +291 Q S BRIDGE PLANS -- _ ELECTRIC Box TREE TRUNK \\ - _-_ 1 J --+__; --+_:' POWER POLE / (RISER) DECIDUOUS TREE \\\\ '1 z STIR. NO. 207, +42 I I +76 MOD. CLASS I DRIVE F R WILLIAM; CREEK LIGHT & POWER POLE CONIFEROUS TREE 4\\ � +61 W=20' PAN SET 4=: 5 ,� 'Mti, MAILBOX OVERHEAD ELECTRIC & CABLE LINE \\ \ EXISTING DRIVE I TR. N0�21 , +00 CONCRETE c, (:,?-' D\ `j- SIGN OVERHEAD ELECTRIC & TELE. LINE \\\\ \yam 1 I I +e - \ •,M� ® oP \\ o N FLAG POLE \\ I _ 1p \\ •� ��� 1 ' -� 15' U&DE I asph�\ L-� s� /`4'0'�i.� ...... . .,�� \\ 4 • ) + ..�I �. . .w .�.;A P. '° T. R W . .�� o .�\® .o _ . .. .. b E • GHE - .,HE ----- - - "F --- -- - --- - I I . - f- _. d PP EXI r. • HE -+T- OHE H • _ n HE•t- { Q —+,+- H / OH'-/� -_,- . �-- \� 1 0 '•-- :___ . .•(t- a _ - GHE OH- -_ -� Hr_-.-� _ _=� -- _ (D In Q C C N o a) a) Q) a) aJ- 4) a) a) a) a) a) N N C a) � a) N a) Q) ,L1_ E aU E_- `n N'- a) aJ a) a) N a) a) f Qi QJ X o_i --. cX �LL . F H li�,_'s�N�����O��F-a.�� F-F` . O E a) a1 a) _ _ v z , a) o o a o a a � w- n _. a) a) �� 2 � a c E E a) - Ln o � - >, T Tom)T T T>,�-� �_ >._ - O 4...- .O % =� .` F__ o �1). M .-. r'7 r"7 N x F F-H F-- ,_...._. � 1 J-- fl U 1 O o N m m o ` - o aJ �SSa_ N 3� CD CD ��� +�� _ _ LEGEND V Oc - V- ,,.� o M M, N c0 N + ��N CV r'> N ��'� N caw_ rn = 00 3 3 O p r'7 r- o) O d 6)d-O d- r`J r�CD O M cD O r'7 O aC N r` � r' + ° •�- a)a- - C N U its a0 O r' O�O N 00 h N 6-/�'�a)c0 00 r-I r7 ,-) 6 O)- of u d--.m O .--V /'!mod' �,_ d- o0 /T r,i j d- /'�r- c.0 c.n,'r) N Ln /L•�a-�s c2 co"I ��h 0 ci cT m N ,.,7 -6),..�07 N 07 OOH r�J O a0 O') r'J 6)c0 d- \dr r\ _ �•� O) ^cu cp � N v.r� -� t� rCi 06.14: . Lc LO) �� NMO N N, cD �� EXISTING O N O O N cD - cD cD N- .t�}c.0 CO N r9 CJ ,r a7 O r.. r) M Ln -,1- O M CT) r� - _ + �-M"� + + r�+r oo r` c7i c? cc) + _ d `D o +. °°ao 0o r ;,;_.-CD > STORM INLETS LIGHT & POWER POLE W/RISER Q)U7 cn O O+ ++ -}...N +M M _ r- O �!- d- o) r�i r!i+�+°o ++o N -i + °\� TR. N 1 7 + "S-2-A" CONSTR. I + i+I I - _ i - - + STR. NO. 128. +28 "S--2-A" _�`' _=STORM MANHOLE LIGHT POLE 0�0 ++ ,� + ++�+�+++ + + + + ++ r� + + +"'r + III 3 00 _ � m o f GUY WIRE I D ++ r- _ LIMITS I , I C.B. T e K-10 With :-__ 's` _-_ -FO` FIBER OPTIC LINE Inlet Type M 10 with I . I I G yp --'_-- -SANITARY MANHOLE TELEPHONE LINE P.O.T. STA. 97+30.26 "A" = 62 Lft. of 12" RCP +25 "S-2-A' I I I 10 Lft. of 12" RCP ;m� SANITARY CLEANOUT ❑HT OVERHEAD TELEPHONE LINE LOT 14 P-1 I BANK ONE OF INDIANAPOLIS NA, P.O.T. STA. 50+00.00 "S-2-A" - I I I „ " - c -GAS LINE iTM; TELEPHONE RISER G�' 40 I I � STIR. NO. 1 9 + 8 - -A 4: ; GAS VALVE i*` TELEPHONE MANHOLE �� I�; TRUSTEE N/A JOAN M. HOLLETT STIR. NO. 123 +38 1 � M.H. Type C-4 with - y� I o FOR BENIFIT OF BYRON P. HOLLETT, JR. STIR. NO. 122A, +85 = '_1 GAS METER -CTV-CABLE TV LINE M.H. Type C-4 with „ cal ' 106 Lft. of 15 RCP w -WATER LINE rya O 1 o INST 19709713524 Pipe C.B., 18 with » STIR. NO. 1 + - -A 3 .1 Q �-- 70 CABLE TV BOX 5 � » 200 Lft. of 15 RCP. „ 1 16 rKf WATER VALVE *,- UTILITY MANHOLE �P� I U 18 Lft. of 12 RCP Pipe C.B., 18" with / I•'• 1 IMI °I • KIM R. & MARY BETH CROUSE FIRE HYDRANT - ❑ -WOOD FENCE _-- - - - F�' I STR. NO. 122, +89 STR. N0. 125 +39 20 Lft. of 12 RCP �\`�j •.•{• P I I I K INST95182#i <:;� WATER METER - x -WIRE FENCE - - - - - - - - - - C.B. Type C-15 with C.B. Type K-10 with / 16 k SPRINKLER - o -CHAINLINK FENCE +00 S-2-A I » » I © � IRR. VALVE - / -IRON FENCE 4 1 E ELECTRIC LINE IRON PIN 20' U. & D.E. Cl- 49 Lft. of 12 RCP 4 Lft. of 15 RCP +50 �,�I, I .•• - aHE -OVERHEAD ELECTRIC LINE I C • +18 8 ' I ; P.O.C. STA. 3+67.J4 "8" = BUSH CLASS I DRIVE •' &- I �� ., :®, r - -- - - - - - - - - - - - - - I `r I W=12' •• 1 I I I__, 15 . -8- • ` c »� » ! ELECTRIC BOX/ (RISER) DECIDUOUS TREE I P.O.T. STA. 50+57.OU S--2-A +--; --±--'_: POOR POLE X CONCRE W_� 15 I I I 18 ,� STR NO 1 .. J LIGHT & POWER POLE CONIFEROUS TREE +50 _ ` I 4 ®/ 32, 4.34 1, MAILBOX ❑HE/C --OVERHEAD ELECTRIC & CABLE LINE APB EXIST. I S 65' I I I rao 15 0�I � '- M.H. Type J~4 with SIGN - m+E/T -OVERHEAD ELECTRIC & TELE. LINE 11 / / / -���-- L_- ♦� +00 0 /w _ ^1 ... I� I I I 1 $5 Lft. of i8 RCP. C FLAG POLE r �3f. , 0 a CONSTR. 50' R/W 50' ..- :• E I x0 3 I I I 4y . $ R `� PROPOSED 0 LIMITS - - -- 50 50 R/W .��. oHE/c OHE/C --� .+ .+ •; ., 0 -CONSTR. LIMITS C., 7� C © •.•, F1 I -�- COLORED & JOINTED CON - - - - - - - - - - - - - -o - - •• �` ° , QK 1 I �,.. .,,,. ........' © COLORED & JOINTED CONC., 4 .. .. - - - - - - - - - - - - - - yF 00 © v 16 LINE "B"--� 1 14 I z N I x. K © PCCP FOR APPROACHES, 6» - -_ _ _ _- _- _ _- _ _ _- _ _ _- _�' ' i 18 i 1 i I ~ X11 %/� cis \ �, <e Q CONCRETE SIDEWALK, 4" , s' i i i 1 8 f I I \ k 0 I F1 CONC. CURB RAMP TYPE C BEGIN PROJECT - ; _ - 15 tree stumps 1 Q (T ) �8 W K �- �,v-- Q- -��H�ccTV=qVC_---M v r{r E/ _ _ 1._ �� z \ , p c` ® CONC. CURB RAMP, TYPE G STATION 93+00 16 - - - �;_- CN _--- TV Of11�TV- - �-f�- CN OHE C CTV �H j CTV HE/C HE E/VE --CT TVCHE/C TVA c HE/C 1gE/C CTV � � HE CCTV CHCi, - - CONC. CURB RAMP, TYPE 'H' -�� ^ CT �*1V + _ - - - - - - - - - - - - - - - - - - - --- - - - - = I "- - - � - T - .M. �p0I - - 3.8 - - - - - - - - ® CONC. CURB RAMP, TYPE 'L' - - - � _ =, N ON L ___ N 89• '44" N 89.29'52" E O ° © CONC. CENTER CURB TYPE 'D' - - wl - : - - - - - - - 131ST STREET REMOVE ----?4,1 �,16 15 LINE "A" © 14 15 6 =___ I JQ AGGREGATE SHOULDER - - � - - : 16 - _1_ - - - - - - - - - - - - - - : ` _ �_- T�- STIR. N . 131, + 1 QK BITUMINOUS PAVEMENT r - - - ---------------------------- - _ - - -; 11---- - --- ---- • - - - ---- G F1 G� / �----- - --------- - --- _ _------- ------ - - -- ------ C.B. Type K-10 with © ASPHALT t�= __ _ _ _ = l5"rc ___ I ,/ X " ASPHALT MILLING AND OVERLAY -- ----__ �--- 4 h A - --------- ---- ---_-_._--,�_-_- .---- - _ I 7 Lft of 12 RC . -- -- _ REMOVE INLET : REMOVE _ REMOVE _ ____!� 1 > . C.P. , 1010 r'� 1 � 16 1-4 S EQUIVALENT TO SURFACE IN PLACE ---- ------- ---- ____ PROTECT(asph, walk) R1 1 ( sph. walk) x Ir -- T C TREE i...-....T.....-.-.....-i-i:snzrT-rr�'s T:7G'--- i:1...-.-:- .-..:.-...i T .-..i.-- .. .--.IV-..:i --- -- ---- ------ --- __ ______ _ -- ��� __ T T T T T - T T - T T T T T T °mj T T T T T T T . T• T• T - •1'••• T T , T ••J ,T T I T T T T �- _ _ _ _ __ K 15 14 BARRIER CURB AT TRUCK APRON w w w w--. w w - }` w w w - w - - w w w XI Q COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) - - - - - -•- - - - - - - - - - PP. E ST. - n C�/IC G G G G G G G G G G G -- G G G -ALPO EMT, �- G G - G - G G G G G ''•;. - 16 COMBINED CONC. CURB & GUTTER, TYPE III _ - - - - - - - - - - - General Utility Easement CONS�R. LIMITS - - - r,r 11,, w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -rr- - - � - - - - y w - � ,w,� �, �^'Yv,- ,--�-, �--- ,�,--„- ,-,-.•- --,, . ,, �,---,. ,w-„-,-. �� ff - , /\� <*. -- - O 1© ROLL CURB, MODIFIED ri �� rti J �N / ,,� 18 COMBINED CONC. CURB & GUTTER, TYPE ll, (DRIVE) �► ' € r V( ulch�bushes) qp� >X<•. •� •�• a 15 0 .• ® SODDING STIR. NO. 121, +89 \,F-I'/s Inlet Type C-15 with 0 T�• -;' . ••1'' �"* CONSTR- © ASPHALT REMOVAL 43 Lft of 12" RCP Q (asph.) �l' \•• Q ® � ® P,/* LIMITS (See Typical Sheet for Additional Details) STIR. NO. 124, +31 ELOCATE ,STIR. NO. 130, 4 21 BRENWICK TND COMMUNITIES, LLC Inlet Type M-10 with P.O.C. STA. 1+00 "B" _ > ••• .+! - HYDRANT Inlet Type M-10 with ALL R/W AND TOPO FROM LINE "A� INST J2006-76977 STIR. NO. 120 +89 81 Lft. of 12" RCP 79 Lft. of 12" RCP Inlet Type E-7 with P.O.T. STA. 96+73.26 "A" P.O.C. STA. 2+79.15 "B" _ o 12 Lft. of 12" RCP. APP. EXIST. R/W +50 TBM Remove Existing Inlet P.I. STA. 97+30.26 "A" " » �) '. 100 P.O.T. STA. 97+87.26 'A" Ma- I set ±1' up on PSI Energy Power Pole 838 6216 =' 9 Y # T and Pie A=00.0452 LT. NO CURVE BLOCK A Grade Area +62 ! L.occted at the NW of 131st Street and Ditch Rd. - p RE-ESTABLISH StCTION COMMONS to Drain STR. N0. 130 i Station 97+03.13 "A", 15.83 Lt., Elev. = 889.48 1�3 cl CORNER MONUMENT DU&SE ..... Pipe C.B, 18 with _ w •GEORGIANN C. LINNEMEIER 68 Lft. of 12" RCP BENCHMARK X T x h p C j T M a ti � a) w � a)a a, x T - a' °' a - - a- ° ° ° � (D r a' v v z INST ,I 00200096470 > - . ,�. I- F- , F-F - � H F F. f- N n a, N ,- Q) _ - .J U j m # S Q. v °' I a C CO ~~ '-~-~- ll] C F ~ '` F- ~ '-- N 112 DNR Control Station Tablet Stamped "HAM 61 1989" ti = r c �� About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge a F- Lam. , M i'7 H_ � ) "7 rr) ,,-7 r-) �"-) r r )r1:. �cfJ ice) �� - r7 _r - _ - - c Z i� O i - c� u, n - n (- n N r s a�rn N U u) �) u) C) -) I-- - N -_ " - o0 o d u� r }ti �� u� N o n o om o °- 17> u, �u � U-,,0 �) oo-'t")�O)�M I- r- P� � � � � U C) E over Williams Creek; set on top of the SE cone. wingwall of co QD �)« w C1 d u�r; ° N `T u y `$u' �� ,�r_�� ,l I_ `) -1 ")") -- r-J the bride 14' E of the centerline of Spring Mill Rd. 0.6' _ cfi . �i N r. N �-M rte. C o r-r J rn r_i �_ ..4 _c I - u o d- cD 6) ,r). - _ r1- )f J �- 6) . d' N r_.fX) .--%L `-. d °')'�O V r7.-.... (%�C`J Do r� C. L� r!1 1, r7 d- N� r` �CD O, . 3'ol+�3 o c) co r a u�r r ,_ �i,. N r��> o �cr, a o aD,__ o d o r o,7 - SW of they NE face of the wingwall, 0. below the road. �t� r.��� L �, ��mm(7)s n ,"-, � oo a Elev. = 864.794' NGVD 1929 H + + + + + +_ + + -1 + ++ + +++ -r +++ + +++ + -+- ++ + + + + ++ + ++ + - - -- PVI S -. - - - -- -- I3EGIN PROJECT ; TA 94+00 -- - -- t.- - - -------. j- CV ------------------------------ - PVI STA;= 95+75 - - --- --- ---- ---- -------- -- --------------- -- - - ------- ------- - -- --- ------ ---- - -- _ STATION 93+00 ft 890.21 - - - -F_ - - - v PVI EL 888.67 + - -- - --- - ! - + - ---- ------------------------------' -'- - ca o ---- - -i----- - VCL - -----: a - + ---€ ST --PROF1--_.- - - -{ ----- ----F- ---- --------- - °O - - EL. - 88 .79 2fl0 fl0 tE --------------- ----------- ---------------------- - -------------------- -- ---- - -- _._�_LJNE A VCL 100 00 IQ «, - - - -- , -- -- - --- - - --- ---- - _. :-_ w -- - 8 I r -- -- --_--- -- - F + 0 ;Cn - - - -=-------- --- - - - - - _---- ------- - --------;----- ---- +1. ----------------------- ----- ---- ---- ------ - -----------------------------'----- - - --- --i ------ --- --- - - --- - - ----- - _ - ° - - - - - PROPOS D - ----- - - - - - - - - ------------------------------ ----- ---- - T - -+ - -- -- ---F-----_._.--------- --------------- -- - -- , T ------ Na 122 - - -- - ------ tr•- - ___-___ _______ _ 1 PROFILE GRADE - - - - -- - - : --------- ---- - -------- '0.5 0% ' -: ------------------------- - - - ---- -- - sss:� ----- - - r o 123 ; - ------ - ------- --� _.r -- - ---- - - - - - - - - -- -- -- ---- -- - ----- - -- - . _.. ----- ----. ------ ---- CR=-- ----_ _ -_- _ _-_-- . - Str. N o. 1 ----- -- +-------- __�----- ------------ -- 885 - --- - - - - - - - - - - - - 8 886.29 t�R • 2" OF L!•r�-GRADE - --- --- ---- --- - + - - -- ----- ------------------ - ----- . -r ---: - ---- _ » 2 ----- 8 5 --- - - - __ -- - - - - - - - - • - 5.OD RCP -- : - ------ - - - - - 884.51 59� � --- - --- - - ° -- -- - - - - -- - - - -- - - - , . -- 884.rt4; -82.89 - - --- - - - --- --------------- ------- -------- F -------- ------- + ------- ------- ------------------------ ----- --F ---- -- a 8 ____ -____..__ ____-___+ ______ ________{ ___..__.. -------F _________ -- _____ -" _________ ___- -.______-_ ____.___ - --------- --- ----"--- .--- __ _______ ______ - '.. ______.- _ _..._____ _._ __ - ______.-.. } F 88x.6 F 833: 6 ------ --------- 880 F , ---- ---------------- --- ----- - - - - -- T - --------------_-- ---- ------ +------- -- -- - ------------ - ------------------------------ --- -- -- -+ I - -- -------- -- - : __{___ _ __ ________ __F__ __+__ ' 875 I -____e_ _ ---- _ - -- - - , , -- - ; - -- - - - -- -- _.-- ----- - ------- F -. -- ------- + -- F ------- ------- ------ - o - -- -- --- '7 5 - ------------ - + - -P vrI STA-_ -3 68.00 - - -- ------ _ -- ------- � -- _._ -- t - -. -- -- - ---o EARTHWORK SUMMARY TABLE �, -- --- - , r ___ __ -� __ _ ,_ -__ P OPOSED � o� . 00 �Vl ST,4 , 2+2�.II0- - --------- ------------ Q . --- ----------------------------------------------- ------ • --- ----- -------- ------- -- ­_00-------- -------- - P OFILE GRADE _ .rn.. -' P VI -EL- $---888 65 - - �, --- ---- ----- ------- -------- - FILL = 15,174 Cyd. a J LI E B ��+ - - ------ --- -------- -- - ----- - -- ----- -- - ------------ _ VCL .Oa VCS -, Ba.na 1 - --- nn = 48,;1 - - - - , - _ W_ - - - FILL + 20% - 18,209 Cyd. 8 ey V a w - - ------------------------------- �, 8�0 8'70 _ COMMON EXCAVATION = 14,327 Cyd. -0.6 0 6�� - - - , 6 , ; F- J _____- COMMON X - - - ----------------------------- -- ---- ---_--- -- --- - --- - ------- �, EXCAVATION CLAY CENTER REMOVAL = 133 C d. - - - - ( ) Y ----------- -------------------------__------ __._ , z ----- ' -------- --- --- ------ -- ---- -- ----- ----- ------- -----EXCAVATION USABLE (90%) = 12,895 Cyd. oo ; - _Q - - - --- ---- - --- --------- ----- -- --- - --- ------- -- -- --- - CO .----- --- ------ � �--- -- -------- ------ --- BO - - - ---- ------- ----- -- -------- -U- - - 1 F RROW = 5,314 C d. I ai o; ------- ---- ---- -------- -- ------ -- -------- - -- - _ oo y oo ai (7; y - ------ ------• -- ai o0 00 - - - - - 8 o 65 - - f - 88- Co co 4-CO - ,_� - --- - � 885 - - - - --T - T� �, ; � T� 865 __ - _- ---- ---- - - - - - - - - , _--- . ---- _- - ------ ----- --- ---- ----- - - --- - , - - - - - 1-+p - - - -2 © -' _ .. 2 -o I ---- - - - --- - - - ---- - - - ------ - ---- - - - - --- - - ------ ------ +---- 1 ------ ------ ---- ---- --- ---- -- - - - -- --- -- --- . - i - -- --- -- ---- -- \ - 1 --- r - co d t co rn: c� 0E3,+! Gp rn - _1 -- ---:,= cc <n --- - ; -- - M - _.. -- _m: ; cp ; � Ln 00 0; O OE3 a� M I O >n -- n - sr!___ ------ - _.- --- ------------------- " - no - ao rn rn rn rn rn a� Go, �; o; n r�: �. °� --- ------- --- ------- ------- --- - -CD• ------ -------�• - -. r- ---- --------o: O• --Q 00 00 n Ln! Ln cr cJ by --o --cam ---�n_ - -°� ---o --�''- _. rn Lr) Go oo; oo 00 rn, a0 rn;OCT ;DCJ b0 OAT _......_ , -_Ca_.. - ----�_- --------_.._s�o_.... -------�xz--- ---- ---o�-'-- --- .; ;QO 0p : �. _.. --- -----M---- ---- --�-- --a1-i - = - Q2 ¢' - .o-,. - o� ---- ----- -•----- -- '---- ---- 6 O oo'm co �O co 00 00 00 OD OHO ." N co: ! 00 DD CO oo: 00 OC1 OO�0 00 00' CO C)O' co 00 00 00, oo oo; 00 00 00 Co Y M i CO, 00 00 00 j 00 0o ___ __-- _________ ______ _____ -----------------.___.___ �' 00, 0 �; : : 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 �X ; 1 L'i� Q 97 E ---------9 ���;�)„c, n �� J. Ec CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE Line A <L, '. N 8934 44 E Bross pin N 89'29'45" E =��N 131st st. Off' /rF '' RECOMMENDED Q �GISTFR ,p F FOR APPROVAL 6-27-08 131ST ��TI ,1�.ET VERTICAL SCALE DESIGNATION 7 C.P. 110106 Mog Nail � '� N 49989.1620 NO._______ �'__ E 4_8820.1213 = p (� ^ DESIGN GINEER DATE DITCH RD. TO SPRING MILL RD. U w ------- 1Q�6-- -----------asph. walk = T7 10809004 W - -- 1 .-5, L Li O Q~ NE Car. Wood -a6 ❑ ' • O W L, v z- Fence Post - -n ' STATE OF DESIGNED: BE DRAWN: _ TB ALAN AND PROFILE I SURVEY BOOK SHEETS L�� / NW Bonnet -' AND I ANP �N gL�a� Bolt on Fire H S Q) , ; 7 Of 66 0/ �� 99 9� CONTRACT- PROJECT Transportation& °%��� � � JV CHECKED: JV ���� � I X�r�l�� � r� n � 97+43.66, 35.23 RT. A p ��,,,,,,,, NAB ,,,,,�� P CHECKED: _ 06-08 Develo Development �uur�������,,nr���,r)� �-� - -- ---� a�t d t t ��==Cl x Q, (1) a> = Q) 0 (=) W W N a 0c (nMF (n . N M V2NU � 0 aJ o oa' � a' o o UL � =� E Cl- Om �mm_mmm mmm� Q o LEGEND o o o In O O CU co O 00 O O 0 Di O 3� � rn c 6) Co rn cD 3 c_ cD cD, CO i- D 'd-c0•D cD N r O l0 O +- N + + I d- d- d' M ��,��0-0 �nrn�N1� 0 °' Co �,', �� cf' ICJ s EXISTING ��,j��� N . . o r -r- Ln C12 f '�� �-=��° �(� � - o d:� o ®1 � STORM INLETS LIGHT & POWER POLE W/RISER F7�-Ln t-)r�d- �- + lf) o o -`- N o- cD `,� .f r� f�- GUY WIRE "'r`r�i�"'cD,_o m rn . r� C_� -- - ORM MANHOLE CD s a + LIGHT POLE ;Do)o � ,-) u) oarn + o + CJ n + N + ---*srY---ST � ++ ,­1+ ++++ + + o + -) -FO FIBER OPTIC LINE + o ++ _: 1'=====:SANITARY MANHOLE '�� SANITARY CLEANOUT T -TELEPHONE LINE OHr OVERHEAD TELEPHONE LINE - O -GAS LINE � TELEPHONE RISER N4 GAS VALVE *-' TELEPHONE MANHOLE KIM R. & MARY BETH CROUSE WILLIAM E. & MARGARET T. ESTES , GAS METER -cry-CABLE TV LINE N0. 135 +20 INST 9351826 INST #200300034054 - W -WATER LINE rip CABLE TV BOX M.H. Type C-4 with # BILL ESTES REALTY, LLC � WATER VALVE '�T- UTILITY MANHOLE 180 Lft. of 18" RCP. INST #200100047650 FIRE HYDRANT - o -WOOD FENCE i WATER METER - x -WIRE FENCE I � :�- SPRINKLER - a -CHAINLINK FENCE I I 49t IRR. VALVE - i -IRON FENCE 1 STR. NO. 134, +20 E -ELECTRIC LINE IRON PIN -- ❑HE -OVERHEAD ELECTRIC LINE {` BUSH ;F9: I C.B. " RC with 11 Lft. � � � ----' --{ ". POWER POLE / (RISER) DECIDUOUS TREE z ELECTRIC BOX (� TREE TRUNK of 12" RCP LIGHT & POWER POLE CONIFEROUS TREE .. -,........ 4% 1 +42.5 SIR. NO. 137 +00 STIR. NO. 143, +40 : : MAILBOX -- OHE/C -OVERHEAD ELECTRIC & CABLE LINE CLASS I DRIVE W=12' SIR. N0. 138 +00 C.B. C-15 with 4 Lft. STR. NO. 141 +70 SIR. N0. 140 +70 STR. NO. 144 +40 C.B. C-15 with 4 Lft. SIGN - ❑HE;r -OVERHEAD ELECTRIC & TELE. LINE Cl- " M.H. Type C-4 with M.H. Type C-4 with of 12" RCP FLAG POLE CONCRETE M.H. Type C-4 with of 12. RCP yP " C.B. C-15 with 4 Lft. 170 Lft. of 24" RCP. PR P S 0 \ _x_ o ��� R W 170 Lft. of 18" RCP. Q 170 Lft. of 24 RCP. LO of 12" RCP 5� R .' 1. " ... ..............•.......... ........ CONSTR. LIMITS ......... lC� Q COLORED & JOINTED CONC., 4"- - - - - / O�. � � €� G • } �It oo © ao ® © PCCP FOR APPROACHES, 6" . cD FQ CONCRETE SIDEWALK, 4" I I -, i REMOVE __ 15 0 - 15 T.B.M.-2 . - F1 CONC. CURB RAMP, TYPE 'C' V HE.EC CTV OHE/CN CC iE C CN OHI CCTV-O C OHE C OHV /C OHEC/(^ SHE_CTV OHE �TV CTO/C CTV OHE CCTV O CT HE C CTV OHE C pHE C OHE (; _--- pHE/C- OHE/C �H /C - -OHE/C - OHE/C- 0 /L� If OHE/ OHtTC -OHE/C OH ® CONC. CURB RAMP, TYPE 'G' �- CT7 CTV CN-ClV CTV CTV lV CN CTV-- --�TV-CTV-�-CN-1 tiN -' CTV CN-CTV--CN-CN HE/CC CTS/ C I CN V-CN -CN-CN CN - - - - - - - - - - - - - - - - - - - - - __ - - - - - �- - ® CONC. CURB RAMP, TYPE H 16 131ST STREET I N � 6 '� ® CONC. CURB RAMP, TYPE 'L' + `V SECTION LINE N 89'29'52" E I I + � Q CONC. CENTER CURB, TYPE 'D'cil. U) 0 AGGREGATE SHOULDER --� -- G-----G --4 _-4. -- G _ G=� =G--G G----s� ---G-=rc,_ - -c-_ - _c--_c � -s 4 --. c�--G____C �-- s-=--s- c-- -s o -o- �Iba+--e •e-16 �- �-- o- O BITUMINOUS PAVEMENT �i i (&N `K r. � © ASPHALT PATH 16 OK 1 Z, ®j ASPHALT MILLING AND OVERLAY 10- ---------------------- ---_-___-__ ___� _-_�_,_ �r_-�_ T ---------__-------__ ____�_ _----_ __-_----_-- -- ,�_____________--- -- --__----��___-___T____� __-___,_ _----_-_•_ _____,_ ____ _-___ QS EQUIVALENT TO SURFACE IN PLACE------ ---- - �� T PROTECT TREE '�R1 1' (asph. walk) C.P. #10103. R1 - - - Q rr.-.-rs ms's-� -cr.-`= ry's s-r '-isr Yr.`ss r-.-'�-rr -�Tir�-. -.•rr� �-r s`r-.-. Y:-s-� r.'z'�s-� '_:�::-t�':�.. .T:� .r�":-n-rr-rrFr�.-�-• --------- - ------ ----------- .__ _ _V ,Yr Tom= Y..r��.� _ f'' e • r- - �' GUTTER, TYPE (MAINLINE) T _ __ _ .��, ,-.-., -�, ,-r,-,Y .-•-�� ,�.- -.Tr ...Try, T �__ __��. -° �- ff °- -� = .� o �- �-=� ---° - M 14 BARRIER CURB AT TRUCK APRON ° � APP. E�IST. R/IN ►-+� P '•C P. • r 05 +00 STR. NO. 142A, +70 �) COMBINED CONC. CURB & GU R, II, (M E) # CONSTR. LIMITS STR. NO. 139 +70 16 COMBINED CONC. CURB & GUTTER, TYPE III � ..I. ••mow- � R STR. NO. 136 +00 Inlet E-7 with E� o R�W w Inlet B-15 with Inlet B-15 with ROLL CURB, MODIFIED 48 Lft. of 12" RCP 28 Lft. of 12" RCP _< iiiiiiiiii'll,lllllllillillillillillillilliillillilillilI +25 48 Lft. of 12" RCP 18 SODDING CONC. CURB & GUTTER, TYPE II, (DRIVE) 60 STR. NO. 133, +20 w - w w w w w w w w _k w w w w - w Inlet 8-15 with STR. NO. 142, +40 50 Lft. of 12" RCP Inlet B--15 with O )A�pSPHALT REMOVAL ) 48 Lft. of 12 RCP 0 See Typical Sheet for Additional Details ALL R/W AND TOPO FROM LINE "A" TBM GEORGIANN C. LINNEMEIER 44 RR Spike t1' up on South Side Power Pole# 838 6213 INST #200200096470 E`_�' Loc.•ated on the N Side of 131st St. about 600' E of Ditch Rd. Station 103+32,95 "A", 113.48 Lt., Elev. = 885.79 v0- 44 BENCHMARK �, 1:1) DNR Control Station Tablet Stamped "HAM 61 1989" �_ L_�: � �, rn M About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge over Williams Creek; set on top of the SE conc. wingwall of N N In cc the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' CD �� cc ��«o SW of the NE face of the wingwall, 0.3' below the road. ID+ �'� � ��' Elev. = 864.794' NGVD 1929 rn ++ + + + + - - - -- - --- -- - - - - - -- __ -. .- ----------------------- ---- - - - - , : i -- ----- -- -- PVI STA - 100+00.00 • PVI EL 887.29 - -------------------------- -- : I : ; I ------ ---- ------ --- ------ ----- -- ---- - -- - - ---- • ' ------ _ i # # - - - 8 O VCL = 10G.00 - - --- I ---------I-- I I --- - - - - - -- ----- -------- ------- - ------- - ---- - -- - -_ - - - -- -- --- - -- - -- - - ---------------------------------- - -- - - -- - ----- ---- -- ------ -- -------- ------ > ---- ------ ------- - 1 EXIST f?ROF+LE r PVI E� 8&33 1. I I __ -- - -- -- ---- -; -- _ : -- t } --L-IIE-,A VCL 100.00 _____ ______ --___-� --_---__ ..-__ _ __..______ ________ __ ' -- -1. --- - - - 0 --- -_ - - - --- - -- , - - -- --- 885 - -- -- - str. 15-- -- - - - --- -- - --- -- ------ ---- -------- ----- - ------ -- I Str. No. 138 --- ---- ----- - _ - - -- --- - - - -- -- - - -- - - r -- - - -- -- r-- - -- - OPOSED T - - - ------ ------ --- ------- P I -- - Str. No, 141 - - - - - - -a - ------__ - - --------------------------------- ---------------- ---- ------ ------- f' OFtLE GRADE ---- -------------------------- 1 - - - I - -- - -- ------- -- -- g R ---- ---- ----- CP - -- - ® 0.6T - d - - , - Str. No. X44 -- - -- ; �+ I : RCP C�- ------- ------- ------ --i ---------- - - -4 ------- -------- ----- ---- -- - ------- - - -- 882.3 - - ------- 882.20-.- -- - -- - - - F i __--_- _- _.___-_- _. __.-_. F i- � { 1 _______ 1 24" RCP __0.5% _________________ __________--__-__-_____________._____ _ -.____-___-__________ - - - - - ------ -' - ------- - - - - - - - -- - ---- - ---- - -- __.. - ----- ---------------�----- --'--- - -------- - ----- -------- - -- -------- 581.76 - -- --------------------------------- - ----------------------------- 85D 0 879.50 - - --- ----- --- ---- ----- --- --- ------ ------- ---- ------- --- - -- - ----- ----- ---- -- --- ----- -82 --- - 1 : -- - - - - -- --- ------------------------------ ---------------------------------------------------------------: _ : - - - 880.18 - -- - - 87!8 -: X78 72 -- -------------- , - - - - ; 87;8.$6 fi. ---- --- --------- ------ __ -- • 875 --------------------------------------- --- - - -- _ -- _ - -- - --- ------ -- - ---- - - - I -- -- -- - -- --- - - - -- -- -- ----- - - --- ---- --- -- - - ------- --- } - - - } --- - ---{- - } { # : + -_. --___._ ---___ _ _--_ i : _ - ____ ___ t ------------------------------}__ -F h __ __.__ _ ____ _ ____ _ __. _____ -_ __ Z _ - _ ______-__ ___..__. ____ _____ _________ _____ _____ ____ Q _-__. ____ ______ ______ ------------------------------ __-- - _ ______ _ _. __ , _ _ __ .---_ ____. ______ ------------_ __--- _____. _____ ____ _____ _-______ __ ----_- 8 0 ------------------------------ __________ ' 1 ; -O ; 1 ________ __________ _________..______-_____- ___ ________.____________..__________-__.____-_ __________ -_____________ 4 1 -_ ___.____ _________________________ __ --------------------. - _ __ __ I , U r J ------- -------- ------------------------- -------- ----- ---------- ------ - ------------------- '---- --- -------------------------------------------------------.__..__- -----------------------------------------------------------_--------------------" --- -------. ------- --------------------------'- ----------- ---------------------------------------------------------------------------------- --------- -------------- U -------------------------- - ------------------------------------------------------ -------- --------------- --------__.---- ---. - -------- -- ------------ ------------------------------------ ----- -r------- ------------- r---------- _..._ - -- - -- ---- --- Z --- -- ------ ------------------------- ------------- ----------- ------------------------ -------------_ 0_ ----------------------------- _-- -------------------------------- -- --- ------- -------------------------------------------------- ---- ------ -- --' ------------- --- 'r--------- ----s--------------------�--------------------------'------- ---------------- �-------------- - ------------------ ---------' ------------------------------------- : i I I I I : - - --- - -- - ' - ' i t I ------- ---- __ __________________ ___ i r , i _______ __+-----------------------------____________________________+___________________________�________ i # _ 8 6 5 ----.--- : ----- _ - - - - -- ----- -------- --- -- - -- - -- -- -- - - -- - N __ __ ------------------ _.._.._____... _--_ ______----_ _-__..._... x } h i i i- - : : O 1 M ;cfl ; rn N Ln a0 r>_ ----�a-c ---oo-; n -- l-cd3- .<- -- - - :O N , O : : - - - ..--- {+�- .c)---- ---- -f-_ _" - ---- OA n rn CO -- - -In --- -°- - - - -- r --- rn.1X} ai, _r7 E3 0 a� m i i C .....lq_'- -(DD -------�+---- ----�-=M-- -------��-' -- ... .---D1 V La1 E31 4C� ,-I? Cp N DD ,1-): -r-> o - -co- -- ca+ tF} st �J O n N! rn; N N -------------------------- Q) -- o -------- - -- o oo r`, r7 r7 N r i' --- ------ -- --- a n co lC) lf7 In LCD - - -¢-- - - N -1 N b0 ,00 i 06 , � t` Gfl CD CO - - sfl, - aC1. -1f]- - DCT m - -00 Op �Q 00 °° t\ a0 - 00-:- - --� - - - - - , r np 00 OfJ 00, 0p ap 00 00, a0, oo, 00 M O ------------------ --- -- --flQ -------�tUQ - 00 - 00 i-� - 00 m - - a0 00 i a0 I� d 00 0O DD o0 >Y� a0;m o0 a0 00 c0 00 00 8 V O % r 00 00 L" DD I 00 i 00 00 OO 00 CO: a0 a0; 00 00;00 00 00 00 � 00 00: 00 00 ; CO: 00 00 DD: 00 00: 00 CO: 00 M E 7 M o 99+00 100+00 101+00 102+00 103+00 104+00 105+00 -__ ICU � Q/ o G x > Q ag Nail W Side �j w x z _ °or�111'11����1�11111��„� 0 ��T 1 �� � RMEL HORIZONTAL SCALE BRIDGE FILE I- v 3� o Nail--+' ❑ - 11 ° -_ _PP t1'u �. ���" g -- ------ Ey �. E� ��% <� Q Side Ply --- 103 00 Line "n" 104 O F % RECOMMENDED G'' Li-1 I - ----- ---- ,ao , �� ��15rER� 131ST ti9 TF� ET 1 „=30' N A .. 1'up 9 Line "A" N 89'29'45" E e o 26�YV-Q(}# VERTICAL SCALE DESIGNATION I N N 89'29'45" E 131st St. v OR .. 131st st. ND APPROVA DESIGN GINEER DATE DITC�I RD. TO S]PRIN MILL_ RD. 1 "=5 Mo Noi/ -A9 -- ---_C P. ,¢%0103 Mag Nail = _ F ~ C.P. X10105 Mog Noil �9 �„ Edge of So' N 49994.5365 10 8 0 9 0 0 4 "(co w z d N 49989.0878 90- w Pvmf. ____- __ E 49407.0317 . = %U W I SURVEY BOOK SHEETS U F-r w E 49036.3515 ___ _`_'-'-__-_-_- asph. walk _________ 0 PLAN AND PRO Il_ �, �LJ0QZ asph. wolk 6.19' 6�9 '�`s NDTANF" �? DESIGNED: BE DRAWN: TB ! I PROJECT __ _ / P _ 8 of 6 LINE 99 91 CONTRACT L'i NE Bonnef 9 5�� �� ���� � 1� w w w w o Bolt on Fire j4",Q,e���� CHECKED_ JV CHECKED: JV x�0 E Development Cons lt �igogi9�p A�, u)�� -----_ _____. 99+59.88, 37.20' RT. "A" 103+30.59, 35.00' RT. "A" ne�ei�,pme�r c��s�itd�c� �I�I'11111��'jjjj11 ___ _ 06-08___ ti v x 6 O a� 12 o a 2' W A x goo p z � < � � O LEGEND F a p O s �_ - v b p � O 14 3 EXISTING t` 1� _ �3_ av ai -s N cn c.� v 3 U c.i 3 -�.� a o o cn --1- p O r o L - � c o I CL r r__ � N 4­-1 '� J P"J i-C,u '•< n d r-p r•'J ('.., (` 0.7 � may- GC% CSI <}- U CL M r' �, (- O`J O "7 �] Imo- GO LC7 �� J w - o 0 9 • 1� STORM INLETS LIGHT & POWER POLE W RISER M O h - _ Y Q C-; 7 _�srT-__STORM MANHOLE RE co u, p Sri O a 2 a� - �-� r�r, -<r -v r �� -- _. '- O__ N LIGHT POLE �� r•,a N � N ,� � � -�„ - --�- - -+- + r E❑.-FIBER OPTIC LINE Lf/ GYM�-'� 1i N - -+- + " u � -} + - + + - - -I- aA[Af� + o s; SANITARY MANHOLE - T -TELEPHONE LINE + + 00 00 . + I " " - -�" �- + A °� REG(i $TR. NO. 161, +95 + SANITARY CLEANOUT -❑HT-OVERHEAD TELEPHONE LINE 00 -MOD. CLASS I DRIVE N I I SWEET, GEORGE P. & JANE B. A� 0 C-15 with + MORROW, DONALD R. & PHYLLIS L. - e -GAS LINE I ; TELEPHONE RISER W=12' + 4 I -I z INST. #9247311 � C.B.�pFH A CONCRETE i D.R. 275, 1�9. 77 y:<, GAS VALVE -crv-CABLEHTVELINENHOLE STR. NO. 157 +84 � )� STIR. N0. 162A +95 �/T 4 Lft. of 12" RCP GAS METER --r Inlet C 15 with r Cl- Aqua-Swirl Model C - !w -WATER LINE x� CABLE TV BOX WILLIAM E. & MARGARET T. ESTES . » q STULTZ & ALMOND STIR. N0. 167A, +01 WATER VALVE ,UT, UTILITY MANHOLE INST 1200300034054 I �L--,J 2 Lft. of 1 RCP AS-3 DRAIN Aqua-Swirl Niodel C FIRE HYDRANT - o -WOOD FENCE :` WATER METER - X -WIRE FENCE =� +75 STR. N0. 1 +91 STIR. N0. 162 +95 AS-2 SPRINKLER +35 •'Y- - o -CHAINLINK FENCE 95'. •• .,,, 95• C.B K-10 with 41- `t-+30 M.H. Type C-4 with STIR. NO. 164 +98 ' STIR. N0. 151 +40 37 Lft. of 24" RCP �{ "' S N0. 167, +OC' IRR. VALVE - -IRON FENCE • 7 S ••R/W •j•'' 38 Lft. of 1 " RCP STIR. N0. C.B. C-15 with T e C-4 with 32 - E -ELECTRIC LINE IRON PIN 1� M.H. Type C-4 with CONSTR. LIMITS 95 I ' R •+UO', - M.H. Type C-4 with +49.76 4 Lft. of 12 RCP - +55 192 Lft. of 24" RCP. i. �c •••••• ••• • • ••• •• ,, Lft-. of 15" RCP ❑HE -OVERHEAD ELECTRIC LINE O BUSH ' '• S5 R W 165 Lft. of 24" RCP. s ELECTRIC BOX (c� TREE TRUNK 85 ®' ��. +75 { ' POWER POLE / (RISER) DECIDUOUS TREE I �..r s .R W .75' $+R. ISO. 166, �0% ^ _" T STIR. NO. 147 +10 STR. N0. 149, +40 R f Ww ••••••••• , I �.. .• Inlet with LIGHT. & POWER POLE CONIFEROUS TREE STR. N0. 146 +10 '' ••. C.B. C-15 with 4 Lft. •.-� 0 , '° w ........... . M.H. Type C-4 with C.B. C-15 with 4 Lft. ' " �• MAILBOX - ❑HE/c -OVERHEAD ELECTRIC & CABLE LINE 130 Lft. of 24" RCP. » of 12" RCP , r �,11- a 8 Lft. of 12 RCP Of 12 RCP ,,, ••♦50• "�_ r SIGN - ❑HE/r--OVERHEAD ELECTRIC & TELE. LINE i 00 T J- � •® a > + ''••'•• '''.••••.• 65' I i �`' 15 E f�/ z„4 FLAG POLE PROPOSED +00' woo P �x © �f•" ® �0�'J:,7 UM,TS • � 50' C O ••••,,.•• •' � 15 - -:� A COLORED & JOINTED CONC., 7" .. D , •,.•• �. �, J �`'� O +. _F , r T a s , T. --- - _ (� OLORED & JOINTED CONC., 4 © C LO 50 1�".�� � I t ,.? > © PCCP FOR APPROACHES, 6" �' as F1 I K 1 14 �� K 16 EMOVE �� "- � CONCRETE SIDEWALK, 4" X',. A r i r i- O � 4. /�-J _'� _ E E n d Ft CONC. CURB RAMP, TYPE 'C' ,-I (30 11111111111111111111I 0 f- 15 ��{ �, � /� \\ '; nk 0 � tr; �;.��`� k��f �, ® CONC. CURB RAMP, TYPE ;G 11- , .� cu / I }.j . 1 5 -© 1 'l n f • • -1-1..., HCTS - /C CHE/C RAMP, c 8 18 ETI r 16 6 ( �/ \ - OHE/C HE/C -+Nili---- /C OHE�. C.RHE�C -CTV OHE/CCTV C r7TV - - CT9 - - - -- - -T�-'CTV- CTV= E fLf +E G` '__- OH[/C -.- ._ OHEIT:... +E%C; O 0 OF C-- --,C HEiC _ _ _ __ CONC K =-- OHE OHE / -, -:� - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 NC. CENTER CURB, D O .--, - -- OHE/C -- OHE/C ---- OHE/C - OHE/C CiV-- CTV -CN --CTV V----CT��--- --CTV -_. TV -CTV CN -CN CN CTV �'-- ® CONC CURB RAMP, �C OHE/C --;�--- OHE/C CN -CTV-CTV---CTV CTV CN-- N --CTV CT - CN CN - _CTVT. .ATV -,CTV C1 - - - - - - - ___ O CTV-CTV - - - - - - - u -- 15 - K . _ ---_ � LINE "A" . © CO URB ' N 6 0 t 18' 16 �° _ - Q; t� AGGREGATE SHOULDER N 89'29'52" E © LINE co - - 16 - _- - - _ _ - E-I Q BITUMINOUS PAVEMENT LINE "A" 0 © 011E ` 14 t K - - - - - - - - - - - - �- - - - - 15 16 _ _ -._: � T T oHT-oHT - -oHT ' -oHT -( OHT OHT oHT © ASPHALT PATH G AND OVERLAY K - _ 15 - - - - '�O T F�Uture Water Ci ---� O - ,- - -, - - -- - - - - -=-c c c c c c -- G c c - c - c -- c C C - c,�,c..-.-. -o . ... . �, FT1r_.�-w-t r= 7m - -- • E N PLACE -�=-c =_ �- - -7- _- - f"• - r EQ IVALENT TO SURFAC _ � � ® ASPHALT MILLING EX. 8 STL. GAS MAIe _ _ O U r K I , A T _ _ T -- .• •.. _ ,\ +� R7w-� •• ` t . 0 PROTECT TREE 11 O z<' oh �' _ +15. - FIG �-a 14 BARRIER CURB AT TRUCK APRON t' �� � CONSTR. � `- --------- -- _ III r_--__ T --- -- - --- ------ x, 15 ` " ` 20 LIMITS Future Gas Line �- fa. F tee i � 1 COMBINED CONC. CURB & GUTTER, TYPE If, (MAINLINE) (asph. walk) © -_-- -------- - & GUTTER, TYPE III _� �_ _�_ _ ---- --- -0 - > X< P 0 T STA 55+00 S-1-A - ,z �.,_4��- . r , - Y:-�:-�:T.= -._._.-_ � ".-'rte•. -- -' t• - -o [] - �r - - ,\ � -, ......4`.. -..... xj 16 COMBINED CONC. CURB R --o-- - o < x / • . P.O.T. STA. 109+75.70 "A" STIR. N0. 160, +95 • +� 1Q ROLL CURB, MODIFIED .w APP. EXIST. R/W STR. N0. 148, +30 • +40 •• - 1 <<; 'kX� " " Inlet B-15 with - with R/W P.O.C. STA. 2+79.10 C = x 45' 1® COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) Inlet M 10 R » » , X » 48 Lft. of 12" RCP • I SODDING CONSTR. 57 Lft. of 12" RCP LINE C 0 3 <<, kxx • " P.O.T. STA. 109+15.21 A ••I••• b0 +v 0 � u<<< X\ : +50 S-1-A STR. N0. 2 STR. N0. 165, +08 �t LIMITS '•• 15 Q w x<<< xX ' SEE BRIDGE PLANS Lo Inlet B-15 with © ASPHALT REMOVAL 9 W w w o APP X,<<< xX FOR ALMOND DITCH __j 8 Lft. of 12 RCP (See Typical Sheet for Additional Details) W w w w w w w •w _ STIR. N0. 145, +10 STIR. N0. 150, +59 Future Water Line f� ,fj' • EXIST, / x < �' PLAN SET 2 OF 5 n Inlet B-15 with Inlet B-15 with .Lft. K F'" �' Fw �+ Fw' 3❑ x �k ; CONSTR. Q �„ FW Fw STR. NO. 163, +98 � L » " �6 K �N ,� � x LIMITS RUFF, DOUGLAS J. Inlet C-15 with ALL R/W AND TOPO FROM LINE "A P.O.T. STA. 108+01.21 A '• p \ >� INST. 19903533 - GEORGIANN C. LINNEMEIER LIMNTS�� . O � I-a. jp�' 50 Lft. of 12" RCP TBM - INST #200200096470 r +�, <x < 4> - RFC Spike ±1' up on South Side Power Pole# 838 6213 _ I/ .* ) Located on the N Side of 131st St. about 600' E of Ditch Rd.'>�§O.P.O.C. STA. 1+81.06 "C", 18' RT. = " "•. STIR. NO. 154 y "PR-S-1-A" +10.20 PR-S-1-A ' '- >�XX <,>� ; -,Y-- Station 103+32,95 "A", 113.48 Lt., Elev. = 885.79 P.O.T. STA. 54+47.74 G > X < ,> . STIR. N0. 152 ,f STR. N0. 155 I i >Iy <<;> . z BENCHMARK y a W DNR Control Station Tablet Stamped HAM 61 1989 4 9 � x �..' a�a� , aI -o' . a> a� a� - �, ai a1 a2i E i3 -- �, a J, a.<= a N u � /-- - - About 0.5 mile W of Carmel• at the Spring Mill Rd. bridge STIR. NO. 153 s� -1.,=-- - Z z 1 3 > - g �. t- f- lt- � �- ` a, - f E ,v c � I � � o _ N � N �r� over Williams Creek; set on top of the SE conc. wingwall of O O - G a, Cl C!J-�- CJ �� 2 f,/ r- r- aE .-- V7 LZ. ( dD .Y f _ �� ,�� �, � - In � 00 1 � � � � 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. r7 O GCJ � - ,C cD N - r -=t C: `7 S r` JU7� O�Q r--- CC r'7 O oo Ih- f� r-- 'D co O CO f� N N O - 2 -G �M sC"o ���c � o -t lev. 864.794' NGVD 1929 O CO M CD r, r Q) CO `-Y ,= ) O QJ r [,,-C GY-1 C�.. co O O O <f- r-J N N .J r7''` S�i1-J CT CTS - J ''� d' cD + + -{- + + + - + + + �- CO,------------------------------------- ------------------------------------------------------------ . :I � i : : : }- ________________________ _____-__..___________-_-__________-._..__-___________ ________-__________.______________: � : I i : : i : : : : i :• ______. - ________ _______ -_______ -_-_____- -_____ ________ _________ _______.._-_ ____ ------------ ---------------------_- _-__-__ _____ _---------------------- --_____ ------ ______ ________ _ ___ _-___ ___- -____.___ --------------------. . __ __-____ _ _____-__ -_______ _ _______: : : ---------------�------------------------y ----- -- -- ;EXIS_T__P_ROFII�E -- - -- - - - - - - - - ------- - - - - - ----------<------- - - - - - -- - - - ----- ----------------------- -- ---�-------------------------+;- - - ---- - - -- © LINE- - - - - - -- - - - - -- -- ------------ ------------ -- - - -- - -- --------------a - r ------------ ---- -- - - a + ; - - - - + ---------------------+---------- - -- ± - - r7 ! 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Vt - - -- - - - - - 8 Q -, J _ -_ ___ ______________________.._..___-_____---------------- _______-______________ ____________________________�____________._______.________ __ n - - - -- - 8 8 V ' P VI EL � 883.28 _ - - -- - -- - - - - - - - - - -- - i i - - - - - - - - - --- -- - - - -- - - -------------- ------------- - - 1.5 , 865 - - -0 - - - 2 VCL = •80.00 -- --' 1 - r - -- . - - - --- - ------- ---- -------- - - - -- - - - ----------------------------- - - - ----------------------------- ------ - ------ ------ -------- -------- -------- - - - - - ----------------------------- ___ -- pJ ' -- - - - - ----------------------------- - ; N ! 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SD -- -------------- ' -. - - - - - - ---r p6-p0 r t7Q SP _ DC1. 0�0 00 0�0 00 00 00 0�0! 00 00 00 00 00 CO �' Cn, '�. �; 00 00 a� • Q) N "' N " CV ¢ N �t_i- -----------------� -----._s.Q-' ----------- r�Q- 00 b0- o0! 00 i oo o0 00; 00 � DD 00 00 r� ."� --� -------- OE7 -- 30O OQ- - -- Op-- 00 op �p: 00: a0 00 7 - - � Of7--- ---------OO ?- - 00 OQ oo i 00 Op 00 00 ao CO o0 i Co 00 00 0�0 ❑0 a0 00 N 855 0 �:oo Y j CO� DD I Co� OJ 00 00, -_- 0 110+00 111+00 112+00 113+00 L o ° 106+00 107+00 108+00 109+00 ---_ _ - -, HOR(ZONTAL SCALE BRIDGE FILE CITY OF CARMEL �x �� Off' �c��'% RECOMMENDED �,, NSA Q 5 Q, ���STERF ,o 6-27-08 131ST ►STREET VERTICAL SCALE DESIGNATION �v��.o 10 O . l� 1 ff_5f a N - FOR APPROVAL .. .. NQ. DESIGN 'GINEER DATE DITCH RD. TO SPRING MILL RD• N"< ' 10809004 � - BE DRAWN: TB I'L.AN AND hIOF'IIJ - 1 SURVEY BOOK 9 SHEETS 66 U�rw STATE OF DESIGNED: " 'p Llitiliklizal Z U o zz (P CONTRACT�,I \ �T , CONTRACT PROJECT �w w -1 Transportation& ///,// CHECKED: JV CHECKED: JV LINE�I E ---- A ---_-- Li LJ bj CC ---_-- -- --- I 06-08 x�o F'-� STA. STA. STA. STA. STA. Development consultants -E 2 a> a> m � � a� 12 a v a Q - o 0 Y LEGEND 0 ¢� N U d -,-. O r`- -= 2 :-° �- I-`- <� c.� r`- -= it ~ - t t �O o 1 Es O -_ O irk , � `.L N C� N� r7 CV ; ` .� F- Cb Q .� a. - G W l] SID C - W d - O Q c-) c2 � CV 17) �N l� � � O_� N - ` ili � r'7 N O u � aJ � c�.`Z rl�- �. 7a � � � °� LO � Cc IC � a_ 00 � - D c 4 � EXISTING r_ a N 1,5 ") � o oo r Q, �� c5 a � .� � T o STORM INLETS LIGHT & POWER POLE W Riser N 9° - � - +_- GUY WIRE + + � U + � � � + + - ""`~- LIGHT POLE oo+ + + + + + + + + + � __= sT�STORM MANHOLE — i- + + + / + + + r❑ FIBER OPTIC LINE W G _:_ � ___=SANITARY MANHOLE T —TELEPHONE LINE / POSTLETHWAIT, KATHLEEN SANITARY CLEANOUT 51 TELEPHONE Riser MAKSYMCZAK, DAVID W. — G —GAS LINE CT` TELEPHONE MANHOLE INST. 1200100000641 . ^ GAS VALVE —�T�—CABLE N LINE & SHERI L. / GAS METER ;:,;� CABLE TV BOX D.R. 351, pg. 819 — w —WATER LINE - UTILITY MANHOLE DONALD R. & PHYLLIS L. T.B.M.-6 :a WATER VALVE _ =WOOD FENCE o MORROW, / Q) � FIRE HYDRANT — x —WIRE FENCE D.R. 275, pg. 77 � 0 WATER SPRINKLER TER — / —RONNFENCE FENCE STR. N0. 170A, +00 / 17 Lft. of 12" RCP STR. NO. 173 +00 +02 `' � "�Y M.H. Type C-4 with � D. CLASS I DRIVE IRR. VALVE IRON PIN +10 MOD. CLASS I DRIVE with (1) Concrete �' L W=14' < ii E —ELECTRIC LINE SIGN STR. NO. 170 +35 o W_16' Pipe End Section 165 Lft. of 12" RCP. CONCRETE G 36 PANHANDLE EASTERN 30 PANHANDLE EASTERN �/ �` - oHE -OVERHEAD ELECTRIC LINE FLAG POLE M.H. Type C-4 with - / 131 Lft. of 12" RCP. CONCRETE PIPELINE, 78 DEEP Q PIPELINE, 53 DEEP ®; ELECTRIC BOX ( BUSH cl� STR. N0. 169, +35 STIR. NO. 172, +00 � +g$ +07.6 30" PANHANDLE EASTERN r, +-' _i; POWER POLE / (Riser) ((� TREE TRUNK C.B. C-15 with C.B. K-10 with 63' 63' / ,N�1 MAILBOX CONIFEROUS TREE " +16.7 " PIPELINE, 57" DEEP _ LIGHT & POWER POLE DECIDUOUS TREE 4 Lft. of 12 P � - 4 Lft. of 12 RCP ° / 30" PANHANDLE EASTERN O O i _ " ! 59' +21.2 +00 I+96 +11 / 24" PANHANDLE EASTERN - G „ �/ PR PO +00 � • : S '•• 4� 'a.).•• .. 50� 'R' . .. 50 48 S 46.5 PIPELINE, 50 DEEP 7 PIPELINE, 04 DI-- ••''•'• 3 COLORED & JOINTED CONC., 7" O �' .*r.. .. .Trl ��+. ••'ii_ - ils��. f s-!�.���-�•�E-�•_ s �• _ s ® ems' s� ®� �o ® es a erg n --<r _�_...�- �� ° i� �. i,�' ....... . ........ .... ......... . ..... /.. G ..•................... .. •. .c,./....... t� © COLORED & JOINTED CONC., 4" ­_\\ I ,1 ,f. ,ille ��/�' `'�s- 1 C •� .�... C, 1 �` ---_ �� © PCCP FOR APPROACHES, 6" P c © 4 . , ° ' d QF CONCRETE SIDEWALK, 4 oNE I . Q , 1 ; a F1 CONC. CURB RAMP, TYPE 'C' Y#�/C- = °) REMOVE 15 © CONC. CURB RAMP, TYPE 'G'18 \' 18 "^' G ° CONC. CURB RAMP TYPE 'H' OHE/� /C O E/C O fC HE/C �iE/C - OHE/C OHE/C -± `— 0 /C • OHE/C OHE/C OHE/C -- OHE/C OHE/C (!1E/C OHE/C OHE/C ' OHE/C OHE/C,_, OHE/C OHE/C OHE/C — OHE/C — —OHE/C /C OHE/C HE/C OHE,!C -- i HE/C ---fr OHE/C --- JHEiC OHE/C—CN— - GTV CTV--- V�CN—CN--CTV—CTV CN—CTV�• ON ONS — — — — — — — — — — — — — — G =SeN— �T �IV——G>�—�ry s.>=v=-� _-cn�= •=rte-_-�_ ® CONC. CURB RAMP, TYPE 'L' - - - - - - - - - - - -G - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ g - 131ST STREET G"T iOV LINE "A" I / 131ST STREET 6 `Q © CONC. CENTER CURB, TYPE 'D' Hr� oNT SECTION LINE N 89.2952 E -- _ 0 AGGREGATE SHOULDER c. - - - - - - - _ - - - - ± - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -z - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - -- OK BITUMINOUS PAVEMENT OHT OHT—0 T— + —OHT— —1-�OHT—OHT—OHT—OHT OHT—OHT OHT OHT OHT OHT OHT OHT OHT OHT—OHT—OHT OHT OHT OHT-�OHT OHT OHT OHT OHT—OHT— T OHT—Tr-OHT /T OHT--OHT OHT OHT—OHT OHT OHT— OHT—OHT K OHT —OHT--±-t-OHT © ASPHALT PATH — �"'�" - W ASPHALT MILLING AND OVERLAY G x G G G X G x - G — � — � — � � —. G —xG— xG — xG G x G—x G X -- -G G - G --- G G -- G f, -- G G G --- G -- G -- G G G G G —�, Ex. S" STL. GAS;�1--_ G G G G ----- G G G �- G G G G --- „ stumps � QS EQUIVALENT TO SURFACE IN PLACE V 1,_4 TO PROTECT TREE Future Gas Line �� P �� x x --- x x _ '� 14 BARRIER CURB AT TRUCK APRON Ve - - - oW - - .� - -.,r,r.*,+.. . .�•��-—1 u�e.ja� 1 i� - - - - - - �L.- - .--- 7 w:�'� .L.�: +r..• T ' - - - -,- --V*.r r, M 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE)_ ....... . ......... 45 R/W %...... .. . ..... ............ ......... ..,..... • • 45 RTW ..... 16 COMBINED CONC. CURB & GUTTER, TYPE III r. G •••••• �• / / / 1© ROLL CURB, MODIFIED � - ' '''•�• CONSTR. LIMITS G G G G ................... . STR. NO. 168, STIR. NO. 171, +00 G � 18 COMBINED CONC. CURB & GUTTER, TYPE 11, (DRIVE) Inlet B-15 with +35 Inlet J-10 with / / i�' SODDING 48 Lft. of 12" RCP 48 Lft. of 12" RCP 1� © ASPHALT REMOVAL � (See Typical Sheet for Additional Details) a R U C Q1 ALL R/W AND TOPO FROM LINE "A" SHELTON„ FRED A. � INST. 1200100007356 MM .#6 Q SCHOEN, ROBERT M. JR. TRUST, TRUSTEE OF RR Spike t1' up on South Side Power Pole# 185-505 INST. 19606805 i 3_ocated on the N Side of 131st St., W Side of Grvl. Drive Station 116+87.11 "A", 101.60 Lt., Elev. = 883.40 s BENCHMARK i� i4 2 o J o F_ � - � DNR Control Station Tablet Stamped "HAM 61 1989" ` About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge nover Williams Creek; set on top of the SE conc. wingwall,of D_ .._ cfJ N `i. - � ry the bridge, 14 E of the centerline of Spring Mill Rd., co � o - SW of the NE face of the wingwall, 0.3' below the road. 1� N + _ 11 �+ -_ Elev. - 864.794' NGVD 1929 + + + + ----------- - ------ - -- --------- - - ------------------ - - - • -- - - - - -------- - ------------------ - -- - --------------------- i -- ----------------------------- -- --------- ----------- -------' + -- ------ i ------------------------------------------------' +.. -------- -----'----------------"-r {_ --- -------------- ---------- --------- '------- ------ --------' F '------ "----- + + - --- ----- ---- PM STA � 116+75.00 - --__-_- -- - ---- - -_ -- -. ._- --- -- __ Ii I ----- ---------------------... ---' -------.-_- ---'- -------- - ---- ---...- ----- -_ --'-- ----- __--'--- ----- ---- - , - - -- - - : r (J -- ----- -------. - - - - --- - -- -- _ - - 8 e7 0 . - - -- -- : PM EL 884 20 I --- - - --------------- - -- - -- ----- - - - -- - ----------------------- VCL 220 00 - --------------------- ------ -- -- ----- - 1- - -- -- --- - - - - � -- - --- ---- - --------------------------------- - - - - - -- - -- ------ - --- -- --- ----- ------ - - --- ---- --- r ; -- -- --- - , -- -- - T - - - - -- - - -- --- - - -- --- - -- --- ------- ---- ------ -- - - --- --- - -- --- -------------- - - _ - - - - --- - - - - - --- - - - . -- I '---- ----- -....--- .. _ ___... I_ -__ .. - -.... .--- - ----- -- -- ---- • _. - - - - PROP OSE-D - -- - -- ' ` - _------._ _ _.------'--------_ -- _ --.._ ---- .. --- - ----.-- --- - _- -- -- - --- --- --- --- -- _ _ _ - - - - _ -- ------ - -- - - - --- . ____-- -- _ - _ -- --- - -- _ - - _ - - ---- - ------ -- - T- - - - - ---��c - - +1.52� - - - -- ----------------- --- ------ -- - -- --- 03 0 - ------- ------- -- - - -- _ -- -- ------- --- - -'. -- - - + -- f -------- ---- -- - +------------------ XIST. PROFILE f ~-�-•�l 88� --- -- ------- ---- +-------. +75 ---- - +------- ------ -- - -- - �- +00 ' --------------------------------------------------------- : , : i ---- I --- ----I -- -- - ---- ------- -------- - &7-7-.-97-_-- - - -- ._ + `-- -- - - - n eft I - - - - - DltcTi 0 L - - _ -- - - - - - - - 877.2 .. i -- - 77 O - - -- ---+- -- -------- , -- - - a - - -- - ---- -- --- - - _--, eft : : -- - - �- - - - $7J.10 Dltcft 0n L -- -- - - --- - - - Str. No. 170: __�•-- -- -- - - -- ----- T -- - -- - - --r--------- 877$4 T- --- - - - - --- -- - --- -- ---- -------- --- ------ ----------------- - --- ----- -- - - _---- I -- - - - - -- - 875.41 -- " -- 1 - - -- 77.D1- - -- - - - - - -- - - -- 1�CP - $ -- 877. 1 --- -------- ---- 12 : -------- -_. __ • 8751- — - - - - - - -- - : i - , • I : _..� ------- ------_r - --'----.- ----�--+- + : : t 12 RCP ----- ------ ----- - --- - ----- -- -- - -- - - ------- -- 74. --- - - - - - - - - - 8 ' 8 4.5 4 - - -- T--- -- .- - -------------------------------------------------------------- 874.68 -------- ---- - - ____ . 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M : r7 M N N N -- ------ _ ____o - o, n ., N ; N N M M -- --- --- --- -- - - s> — - - - - -_r] '� - -' c op - -•OET -;= bO I oO at3 �C3 00 m Cn O O O O - - - - -_n• - ' 00 0CT 00 00 Of7 Op flf3 Op 00, ao 00, Go, o0 r - - -�r- - ------� - , OC7 n0 :b0 OC7 r- r 0Q �0 N r-00 00 00 00 00 100 00! 00 00 00 0o: 00 00 00: oo 00 co i 00 Co i 00 0o 00 oo 00 0o i 00 ao i 00 00 i 00 00 00 0o i 00 00! 00 00 00 ao 00 00 00 00: 00 co; DD o0 00 00:00 00 00 x) 00 00 m E M J o � 113+00 114+00 115+00 116+00 117+00 118+00 119+00 _ 120+00 I�0 wX , oz 1 RMEL HORIZONTAL SCALE BRIDGE FILE 3� ,��� E��.., CITY O�' C 1"=30' N/A Q�i� �°QO. ,�TERF F,p RECOMMENDED 1`315 S' RE�iT VERTICAL SCALE DESIGNATION �� .. a, � o l 26 f2'G� FOR APPROVAL ID_ aN _ NO. = DESIGN GINEER DATE DITCH RD. TO SPRING MILL_ RD. 1 "=5' v,o< -7 _ - 10809004 w - - SURVEY BOOK SHEETS v� ' 0 TB NT NT PROFILE IL �LAl�I �1 r D 10 of 66 rw T STATE of DESIGNED: BE DRAWN: CONTRACT PROJECT ��oQZ �� �NDiANP �� CHECKED: JV CHECKED: JV LIIdT� ����� 06-08 W wo Uz/ 7 `' W W��� TCflCSpOCtat10❑c�C 'o!�7iii���0�A�- a���.��` ��-- °w� STA. STA. STA. --------- ------- . Development Consultants "' :I�u����l' ' ' i ; � —�� � - _-- o -- _ d a a N %� I I n N ° . _ - a a O U O a o , v _ a v ° i � 1 ° - E - - m aa -E aa m a =c r - I M � �= r`- ' 11 m ? - C '� LEGEND a_ ` � f- - o - - - F --0 25 � O O a � I o � - -a.. ❑ 1c ^ V _ ] O � CV V S p W . C � �c+ .d - O _ � - - - _- - -_ cl- - " 7 - co co c� � ` Y r r r � a m . , a, r- r- o co ` n ' • , i o 0 o I 8, D " . 2 'r) i`"� j -o ri o �) ry r� 1 6 86 �r N f� L CC }l D � EXISTING I r ( -t S l N 00 STORM INLETS = - F _ C rn � � 7 �' N N O J V N Q) .7' C) � Ci 1 >N _ �7 t N G - + D � o f) I� O O C ` - C ,tJ� M b V N - C_1 rM a o �' f'� � < Lf O O JO ` LIGHT & POWER P OLE W/RI SER s > n � +- N o r ' r N '� � - + {_- GUY WIRE r � + + � aci D + + cv - o _{ 1-: _ + -- J + " + � 1 _ _ S `-STORM MANHOLE + + ++ ° I 93.93 + + s i °` FIBER OPTIC LINE___ _ -1-1' 150 T -TELEPHONE LINE STR. AP +67 `- SANITARY CLEANOUT W= -OHT OVERHEAD TELEPHONE LINE •. I G -GAS LINE r y TELEPHONE RISER 5P-� GAS VALVE !�:,' TELEPHONE MANHOLE GIPSON, WINNIE GAS METER -cTV-CABLE TV LINE :• I X INST #200300112318 1-' I STR. NO. 184 +22 - .W -WATER LINE � CABLE N BOX POSTLETHWAIT, KATHLEEN 11 • 1 I 1 �-� WATER VALVE ;6;` UTILITY MANHOLE INST. , 2200100000641 GRADE AREA • 1;" I z I : Inlet C-15 with LEAP, RICHARD J. A CLOVER I , FIRE HYDRANT - ❑ -WOOD FENCE STR. NO. 182A +00 TO DRAIN ° 1: �d° 15 I 1 7 Lft. of 12" RCP STR. N0. 187A, +31 # _ • `7 INST. 9251884 :`� WATER METER - x -WIRE FENCE inlet Type E-7 with o " 4,- SPRINKLER o -CHAINLINK FENCE " I x I Pipe C.B., 18 with ! IRR. VALVE - / -IRON FENCE 12 Lft. of 12 RCP. +43,04 105 I : (grvl.) 11 Lft. of 12" RCP _ E ELECTRIC LINE IRON PIN STR. NO. 175, +5O - CHE -OVERHEAD ELECTRIC LINE O BUSH STR. NO. 182 +00 I +93.07 +'4 I. ELECTRIC BOX (� TREE TRUNK C.B. K-10 with � � :�: w CLASS I DRIVE 4 Lft. of 12" RCP M.H. Type C-4 with ° I I . 75' +21.5 STR. N0. 187, +31 z W=12' STR. NO. 176 +50 STR. NO. 179 +75 +14.5 M.H. Type C-4 with z - _<, ._ --rE-1 POWER POLE / (RISER) DECIDUOUS TREE 131 Lft. of 15" RCP. 681 . • I z I 1P 65.5 " CONCRETE ,$_- LIGHT & POWER POLE CONIFEROUS TREE: L____� i M.H. Type C-4 with M.H. Type C-4 with ; I I I i� 369 Lft. of 18 RCP I - ', MAILBOX - �HEic-OVERHEAD ELECTRIC & CABLE LINE 125 Lft. of 12" RCP. 0 125 Lft. of 15" RCP. STR. NO. 178 +75 STR. NO. 181, +00 •.• STR. NO. 186, +31 f_7� I ' I - - -- SIGN - uHE/T -OVERHEAD ELECTRIC & TELE. LINE 0 C.B. K-10 with C.B. K-10 with +17.76 -1 I FLAG POLE O 50 R W 4 f . " " , ..."./ I �p +17.79 C.B. C-15 with • - ,r. I • $I:= PROPOSED L t of 12 RCP 4 Lft. of 12 RCP ,• I I K I ' , . 50 4 Lft. of 15" RCP CONSTR. LIMITS , 54' �W 4�7 ... ... CONSTR. LIMITS.... .. .... --•------� o, I I •� .. . , , , • ... .........................................�.. ... .. .•....... .... OA COLORED & JOINTED CONC., 7" I � •• • • %•••••••a• .. © COLORED & JOINTED CONC., 4" • • P • =12'cmp C PCCP FOR APPROACHES 6" O ,� _ _ © O +25 G QF CONCRETE SIDEWALK, 4" / � _c V-,, \ - cr _ Ft CONC. CURB RAMP, TYPE 'C' I1 K 41 + 15 28 I M01'� c� 15 cTV 15 18 I ' F© CONC. CURB RAMP, TYPE 'G'CIO OHE/C �E/C HE/C OHE/C - OHE/C OHE/C OHE/C OHE/C OHE/C OH ^• OHE/C -�---- OHE OHE/C OHE7 pHE/40 OHE/C �3 /C -- OHE/C � OHE/C OHEjC OHE/C OHE/C OHE/C OH E/C OHE/C OHE/C OHE/C --F_-iH,�-- ONE/C OHE/C OHE/C E/C --}---- OHE/C -- 1 g CONC. CURB RAMP, TYPE H c_- =cam car v ems+-- eTV--e{v---cwt Tv-----e+v \ _ 16 - - - -- - - - - - K '�- ----�' ' --- -- - . c 0 1 131 ST I STREET . ® CONC. CURB RAMP, TYPE L N 6 LINE "A=� �i © CONC. CENTER CURB, TYPE V B N IJIvE 16 + ° G N = 1 I ° N 89'28'27" E - 0 AGGREGATE SHOULDER - -- - - - - - - - - - - - - - - - - � - --- � - - J- - -- - ±- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 - - - - -- - - - - - - - - - o - - - - - - - - - - - - _ G QK BITUMINOUS PAVEMENT OHT-OHT-OHT T OH�OHT-OHT +OHT OHT-OHT 1 OHT i! T� -OHT OHT-OHT-OHT OHT OHT OHT OHT OHT OHT-OHT HT 0 T:--4- 0 • E O (COnC.) � -F- - •�-$9 - © ASPHALT PATH LO G G stumops G K c c - c -- G G 18 G c -- c G c c c c c c - c G \y�Qy - Future Gas Line REMOVE 28 15 ASPHALT MI IN- _ - ® MILLING AND OVERLAY - G G G - G� G ___\ _G QS EQUIVALENT TO SURFACE IN PLACE FG FG -tom FG FG FG FG FG PG FG FI C FG FG FG FG FG FG FG FG CD - -FG FG FG G• FG FG FG FG FG FG FG FG -CO -�FG FG --FG FG FG FG FG FG PG,•;- "oo @ Future Ga`s Line ( r° I ao P - • --�- ________________�-- - a QT PROTECT TREE Fw Fw FIN Fw Fw Fw F'" Fw +. OH� conc. I/' a • •••'" 14 BARRIER CURB AT TRUCK APRON . �+. .,...� '�'�'�� '� ......� .... ..�....�. ........�.��... :RPP. .... .. .......0 g, a@ ne . ....ACPP.'EXIS'f"f7J1� 'f"ti ' Y• ... K (asph.) 1 ..r •• ••• ' ' 45' R�W •mater L e I �, ++' "► ► {rj(I, C� •, WsO __ // •• •� c� shed 1© COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) CONSTR. LIMITS SI ' +66.68x + + �/� M 4- �, •I 45 'x` ♦ ' "` CONSTR. LIMITS _* � ` - J _~�� �- •: =p s 1 �' � � f I 0 I �! #** ♦ * s 8" vcr•. s' vc ��' `� 16 COMBINED CONC. CURB & GUTTER, TYPE III s STR. N0. 180 +00 +� r"5 F-�� - --; �1r _ � '� '" 1© ROLL CURB, MODIFIED STR. N0. 177 +75 Inlet J-10 with 25' &UE rr >11 ;'• - rr STR. NO. 174, +50 f +57 Inlet J-10 with 48 Lft. of 12" RCP z - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ' =°-11 _ .�1__ __:_ 18 COMBINED CONC. CURB & GUTTER TYPE II DRIVE Inlet J-10 with J CLASS I DRIVE " STR. NO. 183 +22 1 �n 1 I-- a O (DRIVE) W-12 48 Lft. of 12 RCP I +87.6 •� ® SODDING 48 Lft. of 12" RCP � � " " z Inlet C-15 with I 11 I- © ASPHALT REMOVAL z m CONCRETE P.I. STA. 123+67.22 A I 7 Lft. of 12" RCP T 65.5 \, I I ii II I (68�8 �=00'01'25" LT. NO CURVE w I STR. N0. SS-5 +40 1 cr II i� r� I (See Typical Sheet for Additional Details) RE-ESTABLISH SLC110N I STR. N0. 185 +31 Exist. San. M.H. r__:I =r 1l- CORNER MONUMENT I Inlet C-15 with Ad just Casting to I XIS APPR i +42 r' I X 48 Lft. of 12" RCP Grade I W W=261 z ``' 0- I � :� ALL R/W AND TOPO FROM LINE -A- 1: SCHOEN, ROBERT M. JR. TRUST, TRUSTEE OF Q I I Q iIw � I INST #9606805 � 1 11 Z I I TB�.� � ) w I � 11 1 RR Spike .k1' up on South Side Power Pole# 185-505 LUNDY, DONALD J. & ROSE MARY I u ' I s �' I INST. #200100026830 I ° I 3 i� I _ I I i_ocate'd on the N Side of 131st St., W Side of Grvl. Drive 1 LOT 79 ( "' 11� I , I Station 116+87.11 "A", 101.60 Lt., Elev. = 883.40 3 1 W5 1--�IT'WS WS -I I 0 x a') _ Y _ _s _. I v ! ( BENCHMARK W a, a�i ¢> a) ai v o ai ai a, ¢' m m v a, a) a, a� m m �i, l- o _r . y o', c. n� a a, d I v . Cl- o o, z o, ci a) a) o z :':�, r a, » » � ,I ?> v ar ti 2> a a, , I c_ s }n l- ' _:� c� `cam � a�i o .o �� �" o .,7 �. � - -�22 F- F� F�- F"- F-: H- G- F� 3 ❑] I- F..... }__ H- r- H I-- F.- �. I-. t , I Ii N - CL -J _ C-1 DNR Control Station Tablet Stamped HAM 61 1989 w a, -a- �-. cc) ,n cz o o a) .,t _ I crJ• i)u u, �.) r-, - o` 2 - _J' c ., c - a> m _ �) a, � About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge N M) r-n N cu cJ . .- a> cu �,, r <� ,:.i c� �� r Nr w r w i� 3 co rn 2 v, �� -- w ' ,• rn r� 'r) �_ r� �r c� o �i w rr.`i co 'ter. r- --, }- In >- - '. - - .r. r I_ �•� �J ,�, �, ove< Williams Creek; set on top of the SE conc. wingwall of ao c M c M r2 c cc. c ; - r i -�- �'� co 0� ,_ � � � cn � � w o � � -) - N Ln OD ^ � ") " , q' � r the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' 4' d' N 1) . Ln V' n � r i i. L) L 1.0 I-) � d r c il) � N t -t - 1, 1) l L u7 <t N N M r"7 N C�J C`J t-7 lf� �) cD N d' d- N r J r I �t 'mot �J -1 j cD �' O N tS O O I� �1- �) ) d' O rf] N if) OD o� cD O �t �[� ,T W f CV c-) � rll� -' °' "' co � " � ', 1� - - - `� " - � � • ,- - � -, � �� SW of the NE face of the wingwall, 0.3' below the road. - C- cl 1_ - - - �) � Cv o n �n cn � � cv .� c� � � 00 w � � o � o co o t � o �; rn rn a� r- r - co ai r!) c d ,� cD � 4 co o a 00 0o - r` o rh b- cc� �- o-> m �%� � � r -1- r I '. rn r_ 0.7 O o -_ N r) r- r I, 00 Q) O lf� co of Gj N r) 7 LC-) .t7 in cD rte. JO m 4 (J N - r- O 00 r0 Oi .S r, M O � � = .- <}- - - rn O - r, r, ­7, I ,-�, R^ t 00 00 00 Go a, + o 0 0 0 .- -F r r + �, m �) m Elev. = 864.794 NGVD 1929 -- , -----------------------__ _ 1 -_}----------------------------F_-__-..---___--__--__------{-- ----------------------------- --}-_ _ -_{-___--_..------_._..._-_-__ __..___--------___-_----_---_-'-----------------------------} �-----------------------------;.__-----_--__---..----------------------._-------_-.--_{--_ ----�__-----_-....---_--..._______'._-._-__.-_-_.--_ ._______________ ___ _ __- _} _ -_ -_ _ ___-_______-_______-___-__..____-}-------------......_-----------_ 1 ____} _____________}-_--_-_.-._--____----____--_-}----._-------..---_.._---._ ---.__-----------.---__- _-_____-_---_______ --_----.-----___-_ P111 STA - ;124+25.00 __________ -!----_- - : - - _ _-__ _________________________________-- _______________________-___________. ------------------------------------------ -----_ _...._.'-___ •.--...-....--- ------- ------- ---"-____ __------------------------ --_.. ---- -...._-.. ------- --------- -----_ - r _ ..--..---__ -_-.. _..-____ ...__.- _______ __-___--. --_: ---_-___-.. --.------- __-____-_- -r 885 -- - -- -- - --- -- --------------------------------------- - , PVI Et ; 876 50 , PVI �L 878..70.. 8 -VCl - 1- `-------------------- ---- ---- --.1-------------------. .;._-------------------------I------------- , I , , ---- -- - - T --- - - ---- -} -----..-.. ------ -------- ------i -.._..--- --} f : - . - --------------------- ---- - ---- - ----------------------- - - - -- - - - -- - ------- ----- `----- -- _.-.v- __ - - -- EXIST. PROFILE ----- --- - - --- - - - -- ----------------- -- ------- --- ------ - 880 I I -- - - __- _-__._.._ --. --_----__--_ -- __.___-_.__ .-_-. - ------- ------------ --------_-.-__.-___- _ --. ............. '-_ ____-_-_ ____---__ ----. --_-_ -_------- - -- _____- -1.03� ------- --- � LINE A 879.12 ! 880 , ------------------------ I -------- -- ------- ----- -------- --- - _- _ -- -- --- - --- _. . +- $tr ND. 17fr -- - ----°- - -- - - 7 -.. __ ------------------ -------- ------- - - Str. ;No. 179 --- I , - - -- ------ ------- -------- ------ -------- • -- - _- ---- -------- - -- --- - - - - • -- - - - - ------ - -- __ -- --- ------- - -- --------------- ------�-------------- ; +0.88 - - � -Z, 3.628 - - - - -- - - ' ----` . - -- - - -- - - - - - Str. fo. 182 I - - __ _ - - - - r 1 - 1_____-----------------------_________ _________ } ___ _-__ ---------_ -______-_ { -____--_ __ _____ __ _ _ ___ _--___-_..} __-__-. _---_-_-_ _--__--_ ---..__---_ ---- ___-_____ ..--__ -_-_ -..------- ___-----_ -_----. ----_-.-.. ________ -_______- _ __-___- ____---_.-- - _ + __ __ t RCP _ ____- _ ___ _-____. r 8'7 5 1 '-- -- - - - - - ry 5 n-7r0? 1.0% S r. No. 187 r T ,.. 875 nn -- - -' - - -- I- - - - - - -- - - --- -- - -- --- 1 " RCP 1 I I - - ®_0__.8,7--------------------- ---...-------- I _---------------- --- - - • I , 874.5 - - -- - - - -- - - -- 874.28 `----- -- - �1 : 5 RCP PRf?FtL-E �R-ADE I I _ 1 - -- -------------- -- -----@ 0.7 ---------------------- 9� ---------------------,---- -------------------L------------------- ------------------- ------------------------ -t 874.1; . -- - -- ---------------------------L - +-- I - --- - -- - - - -------""--------------1------------- I I --._- - -- - ---- ---- -" '------------------------ ----------------------------------------------------------- - -- - --- T - 873 28 _"_--�- r -----------------+----------------------- --- -------}-------------------------------------------------- ------------------------I._ --------------------' ----, ----- -------- --- - - I -- --- ; --- - , : T ------ ------ -------- - - -- - - - 873.6 -- - -- - - -- --- - - ---- - - - -- -- ---- -- - -- - - - -- 872 26 � T8" I I ; i 1. 1 , I f {. ry _______ -_ _____-_. _ _ ___ ____ __--_ -_ _ 8 ( O ___ -_-_ ___ 872. 872. -_____ ______ FRCP ® 0 8% i i � ry r I I 8 ( 0 } + h ...{--- -- ---------------------------' h--------------------------------- ----... -_......---. i _ ----'-_ .....-_ ----- ..... ------- ___-_ _--____--- -_..---_-_ ---------- .____--- - -i _--- - } - f ------------------F ----- 1---[--------------- I -__- --_.. ,_--_ ___....____ -__ T ,..._______ ____-.-_. _--_--_ / -- r ... -- ----------------- I I F { 1 + 1 ---- --- --- --- I I : ___ .._..... ____ ....-__T - - ______ _- __. ____ --_. ---__ __- _____ - _- . : 1 1 1 __ __ _-__ __ _____ Z T t r + -----------------------------------------------------_____ - --------------- ___-_.--------__ ---------_�y. Q ________ _________ ______-_- __.-___--. _________ _-------------------__.____--------------------. __.-______ --_-______ ____ -_______-_- -_-_ ________.. ---____ - ___________________________:-_-__-__-_______--_-----_-_----___-___-__---__--_-__------__-__-__-__--___-_----_,.----_-_-_______------------ ___ _________________________________________________________,.--___----.-__-_--__---_____.--._________________-_-___--_--.___________---_-_--_-___-_-_ ____-_____-_____-___________.-..-__ _-__-_------------ -.._.-. ---------------- L.-_ ____ _ _____-___ __ -_-___ _ _--_- --_ 865 --- - - - ' I rr II ; I I ' T I : 865 U : :: I 1 �- - - r----. - r-----------------------------! J ---------------------------------------------------------------------- - __--__ -------------- --- , I r-J + I I I i I -T - 1 1- - f - - - - ---- -- ------------------------------------------------ i h __ __ I -' - • -------- - ------.-. -------- -------- ------ ------- __---- ------- ----- ------ ------- -- - - = - --....----- _..----- ----------. ----- ------- '--------_ _.._._-- ...-----. _.-__..._... ---....-- -----_-.. - - '------- ___.. -----_ - ------ --._.- --._ - XI -�_ i . i ! - _ - - - _ --_�_ '� - ___--------------------r -_ --._ - - --' --- -------- -----'- - -- - - -- - � ---- -'----- `------' ------- ------- --------- +----'---- -' ------------------------------ ------------------------------------------------------------------'-- ----- -- S t. n -- - - - - -._.. - - - - $6 .49 -1U E - -- , -- __- - ____-____ }______-__ ____--__ - -_ T____ -______ ._ _______ } __ 863.66 r- '---- t- -------'- +-- -' - ------- --'_ 8 6 0 I 2 _-__ T- ---------------_ . _ _______ ___________ t- -.....-L �an �Ve- i 0 - � - . - ---------------- ---- _ _ ___--__-..-_ -_-__ __. ___-.___-.._ ___. -_______ ____ --________ -_..---------------------..-___..__ L --_____ --..__-___ `___-_- _ _-___--_ ------------------._.----- ------- -......- ------------ ------- -- _-------- - _________ _______..-._-_ _--___.. -___------ .___-_ __-___. ..� _-} __F - __i_-....-_...______ ..-.- __--____-__- ______{.. ______----_....-_--_- _--_----. _ _ _____..___ - -___ - _-.-_-___ _-___ _ - ..___-___ Q) � cD .- � IQ) � : Co IN ! � - ILO C) id' Co ! 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CO t\ ! ! r\ Q) � t� CD cD t� � � Cn N Ei 1 00' �; � r7; � t\ � 00 CO 00 OO OQ i 1� - - ------- -----�-' ---- - � ---- ---QQ-' --- -----=-: QQ 4Q 00 : oQ OO 00 OO, 00 OO a0 ;1'r r * � �- 1\-- -------- --------- --------- ------- ---.- ---. _..-._..---- ----- --. ---- -- ---- --- --------- -- b0 Q:7 c0 855 : 00 C GQ 1 ao GQ 100 0 00 00 0 00 00 00 00 GQ 00 00 00 Go 00 �I � GQ 0o GQ: 00 00 I -- - - - �. - ;t< -� ,� - �` 00, 855 Y co oo 00 oQ 00 00; ao: oQ 00 00 00 00' 00 p 100 oQ 00 __J -) 120+00 121+00 122+00 123+00 124+00 125+00 126+00 1 0 127+00 I-X i- Z - ----- cn °-ate �-- oupXlrrr,l,nuw'i°Inwr,u„v Qwjo �`( J. E C %, CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE It Cn I�w aN �'�0�' �c� RECOMMENDED _ �P �GISTERFO ,p` FOR APPROVAL 6-27-08 131ST STREET 1"=30' N/A m c� VERTICAL SCALE DESIGNATION _ TO SPRING MILD_ RD. Z F -- ��8���4 w DESIGN 'GINEER DATE DITCH RI). - -- 1 "=5' v,rw . - www=� . 1 . 1 •� Ts STATE of -, DESIGNED: BE DRAWN: TB LAN All PROFILE 11 �f 66 ��°Qz `�' ! SUR"E`! BOOK SHEETS w w W w o /NDIANP w- X= ow1 Transportation& %,,, ON AL CHECKED: JV CHECKED: JV LINE 19A9 CONTRACT PROJECT I IL STA. STA. STA. STA. STA. Development Consultants /)"1' loiui,,luw�l'I II`p°� N N 0 Q) Q, N Q) N Q, Q) L N N N w Qi X t QJ a-, L O Q) = Q) 0 C ,� +� y 4) O N E a aU N � � � rn c= CW/J - Q) O N _] N O O?Q) O � N a � O 6- E Q) O ti T O C, ¢ No � N ,ll N T O c1. O t 0 O . F- [h - 1__ F-- H I— H H f- m in v r r C1 - r - >. .. F- G CZIf- F� m F� F- m a C I-- F� -1 CJ I' I- - a- Z � t ,tz ° S m J o d v __ - ( , <- y -- __ � - _ _ _ _ T _ 1 N N r - CaJ �O� N - M 'D ,D 3 = CD -iJ Orb ' � 00 00 NO j 3 3 C� CJ M '� .Y-� -_ O H F-- 6) . CO r� C0 M N O 'a- O + CO +- M cD O �) CYJ �"'� G CD _1 + 41 + d ° ° + N.. 1 ;'� V1 N N to c_ ,- CJl N G c.0 C) N N \. �� N N o o - m ,- �- N ° EXISTING '-D . �, N o. 6, o Q r` M �- -, . -, , o ° �r) �n °� c�.l co o o_ rl co \ \ iZ. ° o s. o, N a r-.-_ n �n c.� v O cc r; <r v �rV a r M v r, z m n o oC o "i D cO n c; n °o ° n N r M * ��o� r o o N -,t �- r OrJ z c.i co _C)�� � r �) � U-) r- ,- v D 'n "� r' � 'D s) ® STORM INLETS LIGHT & POWER POLE W RISER o v GUY WIRE M cD �' CfJ _ _ d- O �1l �p �i- _^'MC0 M u7 M cV CV �) Ind- t J cD AVM ,D " /�'1 c0 I N CO ,-_ c�v - ° co co CI d` � r` F- C LC � n0 � ° �.�L o V�L o r N a. co �c r•-i r__ ✓ - - 'r -- Sri "� - C� V•✓ CV `�1 I N 0� + �' oD6 ,;� -i �r j rc j -f-•, / u. o co a- o. - r. - r� o-, M rn r- - o ri* N 00 0i r�l�� o_ o , C? -4 'c � rl- o o r � �� � � n �4 C,I ri . M co �� '`' � ` 00 � 1c N ° N In + + � m a o) 6 w Lri 00 � + N ", C n M r r n n ° "i I /�; r� o v n i I N + r_ _STORM MANHOLE ' . LIGHT POLE + � N + + r- 00 00 + M + O M cV + 00 + N + r� r cJ) + (n + ID r- Lf) -, o F� N r-..: r-. + L/ + \ `n I- .'- -i + + + c� G) + ++ + + + ") Ln In + cll + ± N + n * +. + + + + + + Ea FIBER OPTIC LINE + + + + + + + o, + c� M + Z ;s _=SANITARY MANHOLE + + + N + � cm; SANITARY CLEANOUT T -TELEPHONE LINE + � Q -oHT OVERHEAD TELEPHONE LINE a m - c -GAS LJNE ;;�. TELEPHONE RISER w o a ►= � �� GAS VALVE ", TELEPHONE MANHOLE GAS METER -cry-CABLE TV LINE HENN, MATTHEW T. & JANE P. ROTH, MICHELLE " z �Cn - .w -WATER LINE r� CABLE TV BOX LEAP, RICHARD J. & CLOVER INST. #9113073 /NST. #200400003816 COMBS, BILLY JOE & THELMA J. °- c(n Z4 WATER VALVE ip:i UTILITY MANHOLE INST. #9251884 w D,R. 214, pg. 147 FIRE HYDRANT - ' -W'OOD FENCE +19 � f -0 WATER METER - x -WIRE FENCE STR. N0. 195 +95 STR. NO. 203' uti SPRINKLER - o -CHAINLINK FENCE M.H. Type C-4 with I STR. NO. 198 +60 M.H. Type C-4 with IRR. VALVE - i -IRON FENCE M.H. T e C-4 Wlth - E -ELECTRIC LINE IRON PIN i 65 Lft. of 18" RCP. yP 182 Lft. of 24" RCP r -. oHE --OVERHEAD ELECTRIC LINE BUSH STR. N0. 191 +00 +85.5 CLASS I DRIVE w w J 159 Lft. of 24" RCP. W=12' z +17 STR. N0. 197, +60 0 STR. NO. 202, +19 STR. NO. 203A +19 i .% CLASS I DRIVE z ®. ELEC1T21C BOX (S TREE TRUNK C.B. K-10 with w STR. NO. 192 +00 CONCRETE C.B. C-15 with +10 C.B. C-15 with A ua-Swirl Model AS--3 ! --+: ±_?• POWER POLE RISER DECIDUOUS TREE " z / W=12 CLASS I DRIVE q '_; :_: LIGHT & POWER(POLE ) CONIFEROUS TREE 4 Lft. of 12 RCP M.H. Type C-4 with " " CONCRETE 4 Lft. of 12 RCP W=12 4 Lft. of 15 RCP y �Z, - . , .- 195 Lft. of 18" RCP. -_= - :_ C- C NCRETE � -my, MAILBOX -- OHE%C -OVERHEAD ELECTRIC & CABLE LINE • I c . ;: �/- STR. NO. 200, +10 � _ ) SIGN - ❑HE T --OVERHEAD ELECTRIC & TELE. LINE STR. NO. 194, +95 - -= \ Inlet B-15 with ' - Q FLAG POLE Q 0 I C.B. K-10 with -- : o S \ 7 Lft. of 12" RCP PROPOSED Q CO STR. LIMITS_ _ _ _ 5Q' R yy _ : _ 4 Lft. of 12" RCP _ _ `_ ' v \ 50' R �y CONSTR. LIMITS I !Q " I� / I _ _ ,�� _ _ _ _.� QA COLORED & JOINTED CONC., 7 �- i ®s 0 COLORED & JOINTED CONC., 4" ................... ..�. t ,, .........`Y'............ ........ : . . ....b.........a........... . .. ................ .. .. ... ........ .'• � , •• . . ... ..� .... ........ ,* .. . . B " � • 00 ® i 0 00 © 'F 1 �{ 0 © PCCP FOR APPROACHES, 6 J Q' t�F CONCRETE SIDEWALK, 4 CD `D i < , .� °,__ 1 °'I F1 CONC. CURB RAMP, TYPE 'C' 15 18 1 \ 18 ' 18 I ` REMOVE 15 © CONC. CURB RAMP, TYPE 'G' IE/C OHE/C OHE C OHE/C OHE/C ^ OHE/C OHE/C - OHE/C OHE/C ----}- OHE O ��' OHE/C OHE/C OHE/T OHE/C ONE/C / OHE/C�- - OHE/C - OHE/C OHE/C HE/C OHE/C OHE/C OHE/C OH�E�C 0 /f-` ° OHE/C -- OHE/C -- OHE/C OHE/C OHE OHE/C -- OHE/C -�--i?- -SHE/C I CONC. CURB RAMP, TYPE 'H' - - - �- +' \ -_ _ = y--=-�- - - - - - - - - - - - - - 16 - - - - - - - - - ® CONC. CURB RAMP, TYPE 'L' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- '6 ' b 16 -- w B T + © CONC. CENTER CURB TYPE 'D' 6 N LIN 131ST STREET [-� JCj AGGREGATE SHOULDER _ _ _ --�� _ � QK BITUMINOUS PAVEMENT _ 7= -- -- - - - - - - - - --- - - -- T -- _- - - _- _- - - �n �. -- - -- - - - - - - _ = -- _- -ice - - T- � ._Y E- j -_, T OHT- --OHT-i--OHT OHT-OHT-OHT OHT-OHT OHT OHT-y HT-OHT I� OHT OHT OHT t�IT-OHT OHT,�OHT OHT OHT OHT�OHT OHT- T-OHT- -i_I OHT-OHW-OHT OHT OHT-OHT-OHT OHT OHT-OHT F�T� OH qH'T- 1 © ASPHALT PATH _±,.�_-- 15 s/� Future Gas Line EX. B" S1L. GAS MAIN X18 // , \ 18 T I Future Gas Line 15 \ 18 / G - u W ® ASPHALT MILLING AND OVERLAY - - - - - - _ _ F/�, OS EQUIVALENT TO SURFACE IN PLACE FG FG =FG ON FG FG FG FG FG FG FG FG FG FG FG FG FG -c0 -FG FC FG FG FG FG , G FG FG FG FG FG -FG FG FG FG FG FG FG FG FG FG FG FG 1- FG FG -. _ _ C °` ' , r I--� ( PROTECT TREE `` Exist. 16 Water - - P -�- 12'cm- -� w w w w - -- - -w-_>_ _ .X w w - - = -�- ->- - - - - - - - w w w - u _^ - } w w w w w 14 ��....... r.....•... .• .. rt lJ Q BARRIER CURB AT TRUCK APRON �, �'' APP. EXIST. �R W... ..... .. .. ........ ....*,***. ...........�..... . APP. EXIST. R/W �' REMOVE MM 0 COMBINED CONC. CURB & GUTTER, TYPE II, (MAINLINE) I O 0 fD Q 00 CONSTR. LIMITS• --- -------- ----------------- ------8"PVc 8"Pe - S - S I ......... .�i........ V.. ..... .................................... . ........... . / w 16 COMBINED CONC. CURB & GUTTER, TYPE III ---------------------- •s v' SEE LANDSCAPE •. S ----------------------------- ------ 1 - ,� - --------- --- ------- __ _______ ----- ---- -- - _ �===___- 1 ROLL CURB, MODIFIED PLANS ------------- �------- --_-�= f. t-• 25 S&UE I 1 ', - - - - - - - ! I T 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) - - - --- - - - - -- -- - - - -- - - =�- -- -- - -- -- - - - - - - - - - - - -€ - - - - - - - - - - - - - + - � - t --I'-- --- - - J 1 I + I ! 1 11 STR. NO. 199 +10 SODDING +50 as h. 1 Flo. +80 TB.M.-7 �. / asph STR. N0. 190, +00 I 10 STR. NO. 193, +00 CLASS I DRIVE p I CLASS I DRIVE Inlet B-15 with CONSTR. LIMITS � © ASPHALT REMOVAL Inlet J-10 with 1 I Inlet J-10 with W=12 W=12 +60 7 Lft. of 12" RCP ;, ( yp' ) 48 Lft. of 12" RCP 49 Lft. of 12 RCP CONCRETE CONCRETE STR. NO. 196, See T ical Sheet for Additional Details I I Inlet B-15 with / I 1 48 Lft. of 12" RCP STR. NO. 201 +19 Inlet C-15 with ALL R W AND TOPO FROM LINE "A" HORNER, MICHAEL T. & WANDA J. I I SCOTT, THOMAS C. 48 Lft. of 12" RCP CLASS I DRIVE +67 , INST. #9562855 1 1 KUENZ, JAMES M. & PATRICIA L. � FEENEY, TIMOTHY W=13' LOT 60 I 1 & SHARON P. INST. #9609636987 z & AUNITA CONCRg TE i T M I INST. #9542439 /NST 9709709062 f- -- - - �.E. - -- - ' �- _' y r�; LOT 58 � �Iut `C," on the North most Bonnet Bolt of Fire Hydrant. � I LOT 59 LOT 57 / I I Located on the S Side of 131st ST. ±540' E of Brighton Ave. ri I / c� Station 131+82.49 "A", 38.76 Rt., Elev. = 864.09 D N 0- o I Q �) ai Q. n. a _Y t / � v ci E v �' � � s �> � - �t Q) BENCHMARK a) a) , a) a, -_ Q) D Q) a) d.. n) w a) 2 s_ � z \ -o W _ a) . v a) a) a, a) a: m m a) o Q) = m;„ a) Q) a) a) " � a: » » `° `° `° / �= DNR Control Station Tablet Stamped HAM 61 1989 - `° ° s 2 = = = 1 (= "D G = / %. About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge w ID � V CJ M `,� GO r-n Go L7 cD r�'i .- <D M d. c9 ") cD cD M zD :%) d O) m M rn ° � N � o , ` ° ° "' - over Williams Creek• set on top of the SE conc. wingwall of co M In M r-c Ln In co o� Cy 1 ° :D .J 1`, , I ° - 10 � - � � - � � � � � � �� ' � � °� � � �"� � � � ° / - -"' the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' .. -i- ,0 c0 M r`) d Lo v cD M r -t rn o "' ,-; � `° � r- "' - ° o � -17 Od `" CD rl- "' rj ,t - m - "' ° 00 ,t- " ° c r `'/ � G: SW of the NE face of the wingwall, 0.3' below the road. 00 M 00 M � 00 O r-. I-- N � t M r� .--- In Ln I M N N ") cp r- 'D 00 I r'n - r- N !l 10 M 0) d7 N � .- �CO lD In - M d Cn lIE O r )Q, V r] N CO C� O CO O d- Ln CT N Ln N 07 01 Ln r7 N Ln Lf: I `V Cl- ,1 --- - 11 � � I . . . �\\ � W � W � . . � �3 �5 _T� C-1 8 ­E, a� ::a - � --_-, 0 0 �, - �- - - E -1 t a� 2� ,I, a� O.- 0 - ������z�� -11 0 _�� C:) Z� lm� �� ,5 � � 0 - � - - 'Mm'.0 . -P -_r_ (= 8 , _� lee,';�_, =) w / C:) ,2 - (_� - -�; �= �_ Q_ 11 __ 0 - L M . 0 = ,�_� a� 2� - � . ME M L'L \\ a� �� E - k---- — Q:� I � := ,:� a_ - :.: - LEGEND �1� F I .� ME - � L�_ c Q�� E, 13 *I_- �_ , - - � - � � - � � � �5 -_ __:�,�­�_ \\ � - � C:) �, / � :E ::E C:) � � �, -1'1---,'_­- --T,-,T)�­,,, 113 -, , '� 3: - I-, �,23-1 - Cc� ID = 'A C:) 11 - � ,,, :2 C=) �, -7, �� - � 7�E __;�:: :i:: I I CIA __ - -, (-D ID `:_�, �r I I-D �D =� \\tlLl � 0 ,:� m ,� � =_ "� - � + �t - 21 , 0 -_- � - � ,:::1 ,:, 0 a �__� C, `0 --- �� In I_, 0 �� r- - a_ � ,:� 4- 'W-,�"�� [!'�,�,_�7,--� -4- � 1__� � 14 a_ 2� --- _$ � ,0� I- 1_0 + , 0- � a- IT, 'n C� C_ 0- 0- � C�l - oo \\ M 1� CID +_ C, / . �� � M - - EXISTING - "� kn 7' ,-- .Cl - 1_� . --t- 1-0 � � ,,:� cl`� ,:�-�1!1� C� Is-� �2 � I-) "t ��,� cll� "I = _') ����]� �= ,=) I,e 1,�_1�2�2 � \�� .0 `�:, ,::) � '� __ Zr.__ -C, 11 11 � - ff, � �2 �,,����"�,C� � "I ,,-) �) �-) . �, (.�, (to In � ") �_ - I,---,, -I- �� �;__�� _ _' � ,­ - � 0 El- 10 / ­5�i U ,,, n�0�� -1" - ,, " L",,_ 11� l-) - - Lr) - 09 T� Ln - I� -- - --,!:t4 0 EEI STORM INLETS I LIGHT & POWER POLE W/RISER - cy. - .-) - , M LC� � L'i __j r-� '! M - - ;�;A"-�4 -I5,v - ,-,� ,,:� - �-- ­_(T;r--�'-:t� ._�,­ � - - -� __� __- - - __ (ZD -'r LC5 �2 _�, r___� C-IT r-i\\ r­7 Cd 'n .) � �D C3 -� M r ,__� - 1-:1 / V),,:5 _j - - � � ,�:D - �C�m ,,-� - 17, � CC) r­ 01 � I-) ---� - ;��,z�71.0 4 ,-.4 � f'- (:5 - Lf� � ��] - . -, ­ __: .<01 \ �_o �0_ V-4 � Ili I), ,::�I_�,- I­5 ,6 _: --' � C14 CIO-cl�(_� I - � GUY WIRE 1� � Lr� � V-1 1­5 � ,,-� - V-4 co ,,-i �5 �, (7� N-4 LI-) CD,/ - � "_ ,_"�c')� -ii==STORM MANHOLE ,_1 LIGHT POLE C�) _�� \\ � 10- n -. 1.0 cic� -- � - co -+ 1,4 - ,� 1? W- C�� 4- 4- - 'O- 06 C:7� , , "Z� =:fi , � co � - ,- � F- -i-__1� cr,�,O,,� - - _+_4_ 4--�_ I.- , ,,� IX) +_ � 4-" 4- -4- -+- + � r-- " 115 -i + V- 00 4 , + -i- ,- -f- -i- \\ -f- _+ .0 CD � � �D A_ + 4- �L _+_ \ co i Lr) U-� -4- 4- +- 4- > _+_ - 4- 1_� -i- _+_ —FO � <C 1�1 '�, C) i_ � � C`� � %� :z 4 - -i- 5--4 I-) -FIBER OPTIC LINE \\ � I_ �, =2 ,I :::=� L==SANITARY MANHOLE - \\ 0� � -,- \ Lj_ `0 -i- _ - --TELEPHONE LINE \\ -i- � -1- _� , -i- T \\ I �� � I '(D SANITARY CLEANOUT � W - OHT-OVERHEAD TELEPHONE LINE � � 2 M C_ - \\ � BROWN, JAMES A. __�> 10, ',b 0 j \\ � __j ) =Ld,( <�P _o� I __ 11 \\ � � Q_ & KATHY \ eLf _j(Z.) '5 T �4 - - G —GAS LINE I Tw. TELEPHONE RISER � CL: C) ,�, 0 V\ - - - '��-:�-' GAS VALVE `,'D TELEPHONE MANHOLE \\ � INST 1200000019187 \ §2 _� �j - _� \ \\ � / C , � 1\ - � � FULLERTON, DONALD J. Q_ / ,X�! ,<,-� <�- ,�,\��Q),�,�-)'��- -�,) �_'11 GAS METER -CTV—CABLE TV LINE \\ � `� \ Z:k rl- "Q\,- C�- \\- ­ ivi \\ 11 � __�� -,- , \�)- CABLE TV BOX \\ � & MICHELLE A. LOT 108 / 0�� C:) - w -WATER LINE � \\ � _ +74 �_ - 4 _/ .- - -41- `�\,_ :-, I \ CLASS 1 C3 M 1'uy,� SCHILDT, BRIAN I INST 1980981119J DRIVE CD 0 ___� 1"i4i WATER VALVE _ UTILITY MANHOLE \\ � STIR. NO. 212, +29 / �_ I -� Q-) - N� ' \\ & JILL A. � �� STR. NO. 207, +42 W=1 4' �� ►0 Q) a: <j Q,. ! C� FIRE HYDRANT - ❑ -WOOD FENCE \\ � M.H. Type C-4 with STIR. NO. 212A, +2� U) I (j (�)- HODSON, AVANELLE �,,�� !-- I� . __4 - X -WIRE FENCE \\ I \ CONCRETE :z z I� •- � C) WATER METER \\ INST. 1942,9J41 CLASS I DRIVE- +70 1 Inlet F-7 with 87 Lft. of 15" RCP Pie C.B., 18" with / Uj INST 196096J8999 �� �EPL ,---- - � ��e Q-) T -,'t�'- SPRINKLER 0 -CHAINLINK FENCE \\ � \ / --, L,_ -0 \\ W=12' � �k 11 3 Lft. of 15" RCP 14 Lft. of 12" RCP Cl- __j _____ 4�� IRR. VALVE - / -IRON FENCE \\ - � � \ / :'��- STIR. NO. SS-7, +8 - I CL _____ -- E -ELECTRIC LINE . IRON PIN \\ CONCRETE � � with (1) Concrete � ca� __- I \\ STIR. NO. SS-6, +81 � STIR. NO. 211, 429 ,�- --- c�,E -OVERHEAD ELECTRIC LINE 0 BUSH \\ .......,z, � Pipe End Section + CLASS I DRIVE /Reconstruct Existing S . NO. 4 - n__ '_�­ r- with _ 1:: 1<1� . * TREE TRUNK I Reconstruct Existing / I � __j W=12' C.B.1C-15 wi ­1 ELECTRIC BOX \�, � San. M.H. to Grade `� S BRIDGE 1. I I W, I L% -4­1 --f-I POWER POLE / (RISER) DECIDUOUS TREE W. `,�an. M.H. to Grade I � � ::-- CONCRETE 14 Lft. of 12" RC +76 MOD. CLASS I DRIVE IF R WILLIAM CREEK � '_"-i-L.--.. _____ - STIR. NO. 207A, +42 1 _*!�- 11_,�­- LIGHT & POWER POLE CONIFEROUS TREE — W=20' : 4r, � 0 \\ �� . STIR. NO. 21-4, 4_40 ' T R. N 0. 2 1 5 +_0_0- 2 5 -:-�o :-My. MAILBOX - 0HF/C V% \\ Aqua-Swirl Model AS- I _�_�. CF � -OVERHEAD ELECTRIC & CABLE LINE I, V% \\ I T, . -10 with)I - 11 - [—LMNCRETE -,- . � Dg0\ ____ SIGN - OHE:/T -OVERHEAD ELECTRIC & TELE. LINE _\_* , Inlet Nit� [ Pipe C.B., 18" with � . --CONSTR. LIMITS\\ 1�> 4cl , I : � *. � 9 Lft I 0� � �1 MITS I ,�2., - Lft. � , , \\ .. : (Z k %. AREA TO � - - - - __ - - 9 of 12. MCP ---I__ -n 1-ft-of-In KID - A -_----__I� �� +I- . • I(= FLAG POLE - C CONSTR. IMITS ,\\\,I, . DRAIN _rl _ i 500 � � ­ 501 --APP. EXIST. R/W I . : I I &DE 1�? =---------- Z--- .- _. --t.-; \\ I � _. • A C) - _�__-, * •�� ... . . . - . �_. 0 - \\ " I • w I /W � 'n ., - W , I . .... : - -i . - �50'.!/ � . .. . ....... I RED & JOINTED CONC., 7 .....� Ll' , - -) / � , 0 COLORED 0 � U � , - \ ­ __ 11.- I 7 .41A -I......64 1777 + : * APP. EXIST. - (cone - �___- - I - - '-'?-� 17�,,_?,!L. tl-- 11 � - C) - f- �-;� SHE ------t7:+-_ V" : H -* --a- - - LE . - GHE ­4�4-- OP I, , I'll, , 11 ".1, -- I 1. � ,I - \\ 4�',� ,-,, , ,'_ 1'el� . * __ __11_�L— --- - C. I . _1 I V" CONC., 4 �k -1 , ,", __ - - I - IT­- - . -I I � I . -----.---- - , I ...... 56c,i �._ - . . . . -'A F _.r.. -- �Hk.* /, . . � " ,--- -- R/W"+41 -- 11 - - , -6.1. - ... . . -1 ---_-_- .... 1_4q 11 T--i - , \\ - I i 1 1;I ...+I ... .... , . � ..... - ___ 1 41 (1��,I­� .. � . .1 , 0 -, - :r � � I /. / I - - . I/ - --***-*1�%��,*,,��`,�� ra K"j-- - 7)�ET . � � - _ - - =_=___i__ APPROACHES, 6 r , _ \\ , I @ -,0 -R @ � 4 Transiti�Qj I 30 i,-,@ I /� , , . Z�j !.,,,,, i_�-,�l,7 1 � (0 1--t 01 � se Walk c�4 � " ,!--, " I r C) K, 4" ble, 0 /I ,,�L '-I,,,- -,, 1" '00 -nP 11 10 A4 � CN � I-�; ��, n * UP ) �a �zll�! rf _ I 0 . - 0 a ,,01Z,1:_1`11 , . --k , - ---- T___l , I Y_,l ------- -_J-_- , = - I ,-..I 11111111111111 - -1"��' V '� I : i I, I� zt-pj—____: - I��--- __ :tt�=� =�- == = --- ,' 1 A � I -------- ;� 1 (D CONC. CURB RAMP, TYPE 'C' . - - ------ ­ 1 I - . . . __ � � j I , - ,---------------- I - P­ . t' ' , I , �� '�,' . I ­ ;� / ­ - .aper (M CONC. CURB RAMP, TYPE V I I I I \ '-0 � - J� - , . ­_ i - - ­�, - __ ::��_ - ---Ir _� - @ CONC. CURB RAMP, TYPE 'H' , (.0 \q\1 � i I 2" .X I ,_TT�__1-2"pvc kVr�� \ I / �6 ,,� ,�,;, -, �5 ,- ­ / W 1 6 , - � ��, �� . MOVE 'C --- - I '@ \ . � , 18 CD , �11 -- � _Q4E - " ,� . C C , - OHE OHE \ I, OHE Q - I - - OHE/C __ d_1 - - --It­- - -­t--- ------<- -,,,m-��- ) . � ;1 � --� � � cio — L11 i ,, ! - -, \ I -1 - " . OHE OHE — OHE — ___& \_1 OHE - OHE - I .- � � � _Q/C OHE/C __-I,- E� - \ 2 -40HE - — ­ - -/--f-t�-� - - .O�F/c il-, _.. : / 2- __�__�,_, �_ � \ I 16 1 /_ - - I — - - :I _.__ �� , I I ­­ - - -- - - - . Q � &C �� �, '_-_ - , �� -I I - - -W I - - \ - - - - - - - cl%�__� V�:��I!M -.,.:A � - - - - - - - - __ �__ _l- - - - - -- - - -I � �I— �i� I �I!, �___ (9 CONC. CURB RAMP, TYPE 'L' - - — -- - - - - - - - i�e�Vr_*r-)P11W _aT - / 4�_,�i - I - , i ! - . � , I - - 11 .� , � f- , CURB, TYPE V - 11 -­ ­­­ ­­­ . . t I I �P_,X_ ,, ===�� . . I �_�_, �, �_�� ). - ,�/ 1 C14 -_ - - -+ ____ __ --- ____ _ - -- ,� ml " I 11 --A- -- - --- - _Z�_ ; , , _____ — - 'I"- - ,.I " ON" LINE__ff_A'E:< - - I- T 1� �, (conc.) // ,,-- - - I � I i� - , I 131ST STREET �,;� t � �,`�';11 i,'11�'111�-,�," Q AGGREGATE SHOULDER �ii,� I � § , �1 1,� - I , I I I O�y SL(;nON LINE-' - ,� I � E­4 001 ��94_�4_-I > - : il� \ -1 I r a / _ _-_�� 0�1 ---_— � I., � - � � \_ L!C� _1\ I --1 I - U6 -1 \V', ,-�, ,-A�'�'.�" _!�,�.I ___ ­1_1 11 . ­ 1­1 I ­­ 11 11 �4 _ _ _ _/ _,� 0 BITUMINOUS PAVEMENT E­4� F� , - - . --- - -7- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - . 41,E�J­, - - - -_ -- - - - -_ - - - - - - - - M - -I"',0; �� 11 ­17 O ", 14v,,__ - . - - — �C�77 - — - - - - I I � ", - _ _ 11 - - I - _T Ig -. -01,7 / , -OH " __ OHT-W OHT I- _�Ai (E) ASPHALT PATH - - - - - - - - 4- - - - U)OHT—OHT-Ca-OHT— I OH1111 OHT—OHT- OHT V—OHT—OHT !�:--E_V,9: OHT— T— T—OHT— T -.HT—OHT---OHT L j - NIT —0 OHT ;� S rm& a,4__��L'� -- , 4�_, -s _ (D �­ - - s r0s), 0/-/�,stumps I i, � `� ,d-1 �T,� 'r , � rE - 0 - \ - I � / 4 0 _W - ,_7 -, .� , , OHT- 01 OH ,-- HT - , - 11 I ')�, /_0'1� 11 I f D'\ I ,,, �y7 & ;�! (0 @ ASPHALT MILLING AND OVERLAY ��;� � ,-, L � - ��12�� STL. GAS MAIN,, - 2' ­ h,�!C�-4-��,T"�I I " _� /--I' ,.,-, a-, � _� 2' "'" 0 \ (, , f (10�_ - ; 1� -­ .. k, (,- . -D V 1 / EX, 8 � pl: 5, Gas; Line's - � A �� 'I, �4 ,\_ . Future -11G —fG OHT � 11 - — I - I -1 - I I 11 ­­ 11 . 11 .1 - I . . - , j" , �� ��` �5�11' 0 FG — FQ � �, �,� � - ­ .11 .� I i — "� _1 I I- �� 0 EQUIVALENT TO SURFACE IN PLACE �2! 1 11 ,-, . \ P I . '�- 1 be I 9 V� R Transition Walk M f 0 G � G G ___," �;`I � i G . - 34�,,"I � --- G -_ 4--, - _­1 eirf //- Uhi� (1) PROTECT TREE P'\ w- 1 co I "' — -1 I -���­_ ---. -, 1 I I 14f Tr sition Walk I bt 140) / REN VE � -_- _� I� - _;_1 ,V - N." I ... 0 C14 - - - 4�r' ,I . - I . 11� - _ // _'11�_( I I , - - ,, _ - '+ - 14 BARRIER CURB AT TRUCK APRON 11 FG —Mo_�- - i,\ 0161,' F-—FG --F0 - _LN; IX41 TG Ww-, M —FG —FG FG — _0 1 -M —,I —FG —F0 -ZW1.-'� FG M F� —FG FG ,;I""i r. + I FW 7, @ COMBINED CONC. CURB & GUTTER, TYPE 11, (MAINLINE) '- APP. EXIST. W -1 ��"_ �__ 00 — . ,� - 1 .'. , F, I �_"._"-..�-V.--n��-.jr, E­ E - = CURB & GUTTER, TYPE M .. . I=�'_)­k,C­­',_' . '. 1 UE FW—FW--- - - U-) - .K , —FA. , FW FW—FW— j _- ._­ - E — .- C:) \\ '0 .0 —M -�-_ 1( FW_2 i* - ,�, , - — 0 : ­ t� - FW—FV.1 Fla—FW—FW R/ .�+ --t - " ;1 - I !�+L .-C4- -FW _t ... - _r ��,_Fw—rw - . I .+ � ;1.�4*77- ... I, - . FW 7,I -,----1 . I I z— I /I + _ � ,1 rr 1 ,,77' . * ft- -- -... . '. , , - .77, �� I - , - - -- E - . _71 "!,Qr----!*----.-d, - __ _. - - F_— -i.,�., 5; : - �_ -,.--;------;---.W__..__v_.W--..-.._.._T__--- - -_ -_ - - - -Future- - - - - - - --- - - , .� ,,* i cc" � 11 -:-�E =7�- - I I -----== ===f , • . 1( . ONSTR S, '*in� I 1� . � __ / ­* ­ W er' _ -, �31 - - 0 - - - - - - -- - - �C)- - Future Gas Line �, C . ,�,, . E7 VC _-V / I ... - -F - , 'il� --_ -��----E E-4 ([D COMBINED CONC. CURB & GUTTER, TYPE 11, (DRIVE) - .I ,,� , Future Water Line - - �_�71-1_�­--E ...... *. %, I �� , .I ...---___.____ lu� - ­��LL _ � " -'� 4 ` I . - .-Y-L' _�_ -7_____ :S == ...... ....... _t . C.) (a ROLL CURB, MODIFIED " U: �_CONSTR. LIMITS r ='�, Future "� . _'11' I * ; :___ - - - N7;,J�IE M E N T FOR UTILITIES - 18" 1,; LIMITS I E-4 2'5' S&UE - _,� - . . 0 — C) --- 0 --- 0 ---- 0 I 0 __ 0 __ CONSTR. LIMITS �7 1__zZ= -i I 11��11 _.!!� - j - - - - - - - - - - I— I ­, - - -I- , __111 j == _ - =1 @ SODDING I- i ­� . I : / ===f,e1�z - - - - - - 11 .., I n r- ,- - , DRAIN / I_ . : CD \\ // -�--� Po 6 �� = ASPHALT REMOVAL N� . STIR. NO. 210, +29 M , STIR. NO. 3 1 '. , \I + - PAVING EXCEPTION . " (See Typical Sheet for Additional Details) . - \ '�_, - + C ?_�� SEE BRIDGE PLANS I I I I , Inlet C-15 with /I- 0 STIR, NO. 216, +75 'D ,�- 0 FOR HENLEY CREEK I __j 1 48 Lft. of 12" RCP / Pipe C.B., 18" ,\\,�_ -�(�o� Cj_ � � � ---j � o� 3J pDl� LIJ ; 1 Cl- \Q �D STR. NO. 213, +40 L'i �� 3 C��, I I Inlet J-10 with :2! '�11� <o 'R_ I ALL R/W AND TORO FROM LINE "A" I \,��,�6 . :E!: ' +11 CLASS I DRIVE - cl�� \11 STR. NO. 206, +11j I I 1 W-12' 9 Lft. of 12" RCP CLASS I DRIVE -+7- 4810 \1 �(���C� FEENEY, TIMOTHY 30 Lft. of 12" RCP � � CONCRETE ��\� D W=20' "� (3,�, ! MNLIZ I (:�- I I CONCRETE "�� ,<��\\ ­�� 1� COX, ANTHONY D. � Out "X" on the North most Bonnet Bolt of Fire Hydrant. 1�6 & AUNITA with (2) Concrete I I I - I ) INST. ,f9709709062 I I � MERCHANTS NATIONAL BANK AQUILANO, DON N. q ,� ,�, , & DENA S. � Located on the S Side of 131st ST. ±540' E of Brighton Ave. __ LOT 57 1 � & TRUST CO. OF INDIANAPOLIS & LUCY B. INST 19809875533 --' � I D.R J54, pg. 156 "'� 0 i Station 131+82.49 "A", 38.76 Rt., Elev. = 864.09 I L'i I LOT 79 __ 'Z� _c� _�_ BENCHMARK .11 'D _� C ID � - , W -I . ,-, - � � = , - 0 � :� _� W _� ,,, . � 0 -- 1) .1 1_'1 -1 t - I 0 C-1 (_-) � �, - - - . 0- � M� . .� . � � 0 :i-: �, a_ DNR Control Station Tablet Stamped "HAM 61 1989" �, N I�, � I 0- I I a_ -_ __ "I . � � E 0- .- .� - " 2: �) �� __�2 � E , , . - - - 2? &I I_� , .�_ -_ j I F - 1�' ,- M � - � , 1_1 t �1: �Z:: 1�: - t- - "I ,:L - - 1-1 di , �_ CE 61 I- t, I,- - [�� 11 --- _= I" I - � � I ', I- - -P 1:�_ I ��'- � 22 . . - - =_ 1-1 LOT 78 C� � a - D.E. - __ W _�� M M co cn M - ­ _ - __ - - - " - - 3: - , I About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge= CT z - v � - � L1_ c, c, Cc - _� _� = 'D - � �, m� . = - - 1 4 � I , � ,12, �, � - . . � "I � 'In �!' 3: � � �a, �,� ,I-- ,- t � - - __ = - �O U15 I� L7, � 11 (2) Ql) 0- " -- - �il - - , , �1_ C� over Williams Creek; set on top of the SE conc. wingwall of c2) 1-11 C�, �11 C� CL M a_ � Il- - - I-) - - - 1� r- 'n "-, - I I 0 1r C r-� ,, I 11C) r­ � In �) � � 11 " - 1� C�� 00 rn - � 01 � �, ,� - -- �_o �- - r-- .0 `7�4 In r- [,-- � �_ :i* �2 �2 �n � � 1� `0 - � � ---- � C_� Ij ID -� � - I') -0 --: .6 �' 11 -1 (-1 -. -- , ,7, 1_� `� � - � � � IT, Cq cx� __Iw � r,j I'! ;-� � CXD I I --- I i = I � .9- -- ,� � � - `0 I . "'�,� . � In ,� - -I D_ I I 0 � I ��, �!, �,, , � ,�. " 1A 1� - C:1 c, ,0 .-i -0 -,I- .6 ,- al � - -1 cl� - ,=� r-, � �, ICD Q0 �_) ,,,, ": I�, M _ the bridge, 14' E of the centerline of Spring Mill Rd., 0.6' , C_1� _� �_ 4 � ,_C, �, ,,� ,-, � ��-� ,F � � � � " -4- It __� � 11� -) ,-) � - -� 11" 11 - - 11 - � Ln � - LI-) � �� - - � LC) � _D �-, -4-- ,�-� r�- ��_ "� �' '- 4 2 I ��- ,,, i ,- - `� ­� ,, __� - - �, � - - - -- I �,- - C-1i -� - �, � - "o ,,� ,� ,I 10 r_* ,1 �� ,� Cd CIT IZ7 ­: -1- C� r- -It: �� SW of the NE face of the wingwall, 0.3' below the road. � ­�7 � , "5 11:� CT - _� ":, OL� - 'd L,--� _--�,,� 'n CD - 1�� O� �_ ,� 0, � � 1) cy, ,o C7� lc� C, -1 - :�i: - 00 -,, ,--) 80 .D z 01 I-, I-� ­� 't - -� -- I-. ,-C-- ,t: _� - ") C) � ,.,� ('-A " 01 . 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I— - �_ - __1 - -0 0� � - - , / / / � / ' ' I ' ' 1+40 1 "' $ L < P RIQP_ 11 2 _ ___ __ - -7- �__ . ,�? _�, API __ -___ - _ _ , . - (Co' ' -#- E- —. , , . / , � ./ . . , L__�1_111__E � I -:-�_�`��',�110-=-���_�__==�_ � I ) - _)o LU I- i - � SURVEY BOOK SHEETS U F-- >_L, _10 Qj _Z =I— , � ,,(N DESIGNED: BE DRAWN: TB PLAN AND PROFILE LLJ LLJ - STATE OF 4�- �I� - - 13 66 0-1(n 0<= S <0 I Of I �-= 1, , - Ld 11� .. � L_CL 0 �11 , (51 IND)N�01 ,P 'I, 0 / S WLJWWQ I � ,; / ;� '1�111111 I CONTRACT PROJECT _j Trans ONA�_ I ��," X-D E E:�E , ', CHECKED: iv CHECKED: JV ] I j_j - I ransportation& 1/1/111k/1",N"Id,��l��,11::iil�l�����,��\\,\,,,, LIMP. 39A93 i 06-08 1 STA. — : STA. I I STA. � I STA. I STA. Development Consultants L_ I _ _ __ _--—, .-- - __ — - � �� . �-7; �— I_;� �_:,� - ZT5 a_- �� & CD N .- " - - � =),- =) � = - . - I- _�5 0�'i �5 11� ,L � - - . ::� CD V) � ����i�� --- - E! = E LEGEN D 0 .00 — � - -- - * 1�_, � I �­ __ C:) 3: 1:D C=) , co .co M , � __ L­' C:)� CD I-) t W _0 -, __�3: C> CD o .T�:: 1� . _: 3. CD(Z-1 I-D � �c� - __ � �� � + t + � GI) + + 0 I- 11 - " S�l EXISTING - .P, a_ ... �E��:T-):n �2 1 .i:m:-- . ° W cl, 'n C-�� I - W L - I-D � + + 3: C� rl- � "�-i -N,�",7 �­ ��-) _.-- 1'_"_1 1- �C_1_ a_ ­� C.0 � -,t � __m . � .'_�_ LIGHT & POWER POLE W/RISER 111_� ID � - � , 0 E13 STORM INLETS 1_1� �� C\2 M M _7� _j I.D (_� -, � ,� a-� - 10 �_ E__ GUY WIRE 1.1�4 1 1.t4 "i,,�,� ,c 1 I-Z� . 6 � - 1, - _+_ ,:�-, '_ - -IST'= CD 1-4 �0 ­!t -4- // � -7�j- -�- -4- _�z ==- -/ (R r1) 1� -Itt� -4: ...4 �0i C__J CD _� - - - STORM MANHOLE ," LIGHT POLE " � - V 1_� - - ,.Zdq ,Rt 1 V__4 / / - - _____ 1­4.�:T � � // C� 1r) - �.' I � ,_ 00 / �-- // / �_, -4- -+ -i- 4- _+_ -,_, _qr-� � V__q � -i- ll-, I .. -::-:- - `0 -FIBER OPTIC LINE . , ,-� _.�_� CD ,,, -Z�� // 4_ ENT , , — -) ': :::::::CS', -=SANITARY MANHOLE - T -TELEPHONE LINE ___&_1- I 1 75' LEGAL DRAIN EASEM� T_ — 3; _+_ � 70 ID + -) // 1:D 1� - - _+_ � 4 t4i ,,�� - , - , � - .�_ 4- _____� I I / C // / DRAIN , , � — — � �_ .,1� t!xp SANITARY CLEANOUT OHT-OVERHEAD TELEPHONE LINE _____ I /,:�� // / -- `W , - I ",-j // , - I 4_ _� 1�)_ - G -GAS LINE 1­ TELEPHONE RISER - , // / - � I >,�-- GAS VALVE 11�'fll TELEPHONE MANHOLE " , - \�� ___7_�CD I F 0`1 CID � I C�,, ,/,\ "', GAS METER -CTV-CABLE TV LINE _____� - I ? / // / ,, - ,�, 1-1 � V:R� �,\�\G � // / , I ,�; �, vlai \ I C �� �, - �­ __---- 3? 0\� \\ w -WATER LINE CABLE TV BOX - �\ �,�� / // , - I \\;, <,-,, I'D 16i) ,I--, . �� 1;� // / , � '4�, 1 1, B�--,,,� WATER VALVE "­ UTILITY MANHOLE _1�0\ �,\\Q� N'�D,\\ I S so. I \ _-�� Q) I �-- I // ,� I , ,,�- ^� 1,� - o -WOOD FENCE (_3 ::5 / , 9 ,<� ,_ FIRE HYDRANT __----- Cn � '�j (�_�)- I L'i I ? .�,- / - // / - - ,� \�� ,D, WATER METER - x -WIRE FENCE __----- `1_ I // ,1� ,<�,�), , 1\ W I - -#- -1� I q�,\, (ZI, 1 -,'4-,',- SPRINKLER CHAINLINK FENCE (�,- STIR. NO. 223, +94 1 Z: -1 // ��) '_� < � ��, 1� . C-15 with = I , � - � / // / ((,-) �_ *,� IRR, VALVE - / -IRON FENCE I a� BLOCK "A" STIR. NO. 229, +00 ,— / 1\1�_�I- <�<- ,,�\ -" ,��, -- E -ELECTRIC LINE . IRON PIN STIR. NO. 219A, +60 STIR. NO. 224, +94 Uj I' / �- — — // I 1� I �� _< // / I LHE. -OVERHEAD ELECTRIC LINE -with- Aqua-Swirl Model 1 3: 1 , / // ,,q: STIR. NO. 219, +60 STIR. NO. SS-8, +83 6 Lft. of 12" RCP I [-- I \ M.H. Type C-4 with / SPRING FARMS HOMEOWNERS / �,�, 0 BUSH M.H. Type C-TReconstruct Existing M.H. Type C-4 with 206 Lft. of 15" RCP � - - � - ASSOCIATION, INC. - -1,11 I ___ I --- ELECTRIC BOX (O TREE TRUNK --, 1 " I -4 ', POWER PO (D , - , //// / STIR. NO. 232, +50 "" _4 , LE / (RISER) DECIDUOUS TREE 170 Lft. of 24" RCP � I AS-2 San. M.H. to Grade 134 Lft. of 1 8" RCP I STIR. NO. 228, +00 / INST /199909957144 ( I / I 1­­ _11 STIR. NO. 218, +60 1 cl_� � // / ( 0 -) I / .......... I C.B. K-10 with - / // M.H. Type C-4 with I I / ",__,i_,- LIGHT & POWER POLE � CONIFEROUS TREE - 9% STIR. NO. SS-9, +85 // _1� !,./ "gir. - OHE/C --OVERHEAD ELECTRIC & CABLE LINE 6% C.B. K-10 with STIR. NO. 226, +06 l 1 6 Lft. of 12" RCP _ , - - � Reconstruct Existing / // / 150 Lft. of 12" RCP STIR. NO. 231, +50 _r--,I ,� MAILBOX 10 Lft. of 12" RCP I , - I SIGN - GHE/T -OVERHEAD ELECTRIC & TELE. LINE , / Inlet B-15 with - ade . •.-4.•.4 ../... CONSTR. LIMITS ,�1% � I - Son. M.H. to Gr \ ....... ** C.B. K-10 with i &�, FLAG POLE PROPOSED W, I - � 10 Lft. of 12 RCP ...� , / ­-..... I - - � . ............... . _nI / �11 I/ RCP- I 11 --- ------- -,� _��......... ..... ........ . ..... 6 Lft. of 12" W I . ./-CONSTR. LIMITS . . ... .......... a5l( . - ,1-0 LO 6//' /APP. EXIST. R/W **-'- - - ...., - - --.L- I --- - _ -- --- -_7��_ - ------r,— 7��— COLORED & JOINTED CONC., 7" ... . .... . ........... .. ............. . .......... ....L- -_.�:.:_- 7* _� - - +j/_ a .7--..- - - __ __- C ... .......... . . . . ....­ 11-- '*******' *1") . . ..... - :;A - - - - - - - - - . y ........ 41) -__- / -___� - - ;== -_ - \ / 4�­ I / -..--- �j D CONC. .... ... - - - - - - - - - - - -__ - I I - // / ......... .C14 , ___ _--- �_ , 4" 0— — — — - ,� I 00 / f/ 4- . .Z..... . � _____ /-'—--- — ,_�',-- 2 ''I I I- gyc -- OHE --- ln� . I , �_ \ \ ___ ---k�-p 4E/C -�::�­­6 _4C_:� APPROACHES, 6- �I co - ������!!!!�� �_- 7,F,'� -- , _�,� � APP. 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NO. 229A, +25 STIR. NO. 230, +5 - I / \ STIR, NO, 211A, Inlet M-10 with __ - - NO. 225, +06 1 � I �)Qo — END PRO ./* ­-1, , —_ \ Inlet E-7 with __ __ P *W C.) I�Q Inlet J-10 with PROJECT ) /I 48 Lft. of 12" RCP __ STIR. NO. 222, +94 Inlet B-15 with I >� �_ I Seal Pipe in Place \\9- NATION 147+75 /I/ , �, I /I —E "A" W R",*\I � I- GOLDSTEIN, MARK 48 Lft. of 12" RCP tL 1�1, � * X, ALL R/W AND TOPO FROM LINE A cl�� 16 Lft. of 12" RCP , \ 3:: , � 1) A-, "/- I/ - \�� \ M I STIR. NO. 227, +0 ,�\� ��) , 1��_ I�Q I Inlet C-15 with 1 0 Lft. of 12" RCP I �I I �O ,,�, 1�3 & PATRICIA / ,�,��, - I'/ I - , \\�- &_ � 48 Lft. of 12" RCP __� 33 (D :: i Inlet f-10 with , \ ,�j �(�)- / 1�\�, 1,,�,,�\\ ��), I I af STR. APPR. + �� ABBOTT, -,� � -\\ INST 19208580 / - //j D I � of i 48 L . of 12" RCP HERBERT A. JR. C�,'- ,\�, IUR \, , 0 W=23.5' r�:,N ` \�, , \T� NEVIN, JAMES L. . / L_ / J'7 _�\ \ I I­_ � Q�0 < - -,�'�Q �,Q_,• INST. 19909941859 - �) LOT 83 .1/ ' ), \�, __ D �� Z) �� i.-:I INST 19101150 \* Cut 'Y' on the North most Bonnet Bolt of Fire Hydrant. , I I I 1� _D '\N, Q_ >< L'i I/ , - ­_ L13 Uj - L/) ,/ - ±540' E of Brighton Ave. �_ , MONTREUIL, DANIEL LOT 81 1 L, >< = I LOT 82 / Located on the S Side of 131 st ST I�R) = =:) CL LU _'d / I _ & CYNTHIA J. i _'Zi a_ [I: C� I __ I/ .,�)_11 , / Station 131+82-49 "A"t 38.76 Rt., Elev. = 864-09 INST 1970975410J C� _< - � ,/a- C/1 __j C�f X I <Sl� _�V� < I Z - a] �5 "\ LOT 80 U-) I �� � _c�' __ 1�, �� BENCHMARK I/ I-, -,-? � � \N�_ /I t � of ­cl � I .C=- q, 0 V �) � .-ql I/ �v q� -�, ,,�-: DNR Control Station Tablet Stamped "HAM 61 19 � I � � � � - � X� � . � 'D . . � � " �_ 89 75 a_ a- L � �, � �, . ,. �, a) "- 2 � . ,-, -S ., � , . � � � aj � 1) - , - 11 - I I - I ' I_- ��- ��- '2 E �� ,= -- ,�:- _,�7 - <�_" . 7� 0 - , I 11 - j � � I,, � . 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STA. Development Consultants I -----7--------'--.----__-----' � — STA. — , — STA. I ___ I r I — - -1 — — - ­- - q I I < � -_ I w o 0 o v ' LEGEND p ti . O �� _ r� r� 0 3 0 °? 1 o w o �, - c�c� `� • -�n w + \ <„ 3_-�-�m-- , ' s- �+ EXISTING am 3 N 'N- v��-, O V ✓ a> V - �i I�ai- I I © � � `115 �"� m � , Ln «;�-"I*��,* , F- o STORM INLETS '._x,:, LIGHT & POWER POLE W/RISER LO `t in LC, c6 + ° �+° I �° :+50 �A" `� GUY WIRE + + +^ + +: I I m , ¢ p {srY-=__STORM MANHOLE 1> - \\ , ++ I I F1 : 65 i o o - LIGHT POLE +♦40 I I A .. `) I , • c� r7 Eo/ FIBER OPTIC LINE C) ___,s;�-__._SANITARY MANHOLE CONSTR. R�vJ I, i I � o _ T -TELEPHONE LINE LIMITS I I ` F1 - (P) * .d � SANITARY CLEANOUT -oHT-OVERHEAD TELEPHONE LINE N:J ►_ - G -GAS LINE Tm; TELEPHONE RISER " Future Water Line /'••' I I I < ? �=� GAS VALVE ',v-TELEPHONE MANHOLE CURVE DATA P.O.T. STA. 54+47.74 PR-S-1-A = _, = 21' 10 46 LT. „ „ 0) I © > GAS METER o-� CABLE N LINE ' " _j - w -WATER LINE CABLE TV BOX D = 11' 27' 33" O.P.O.C. STA. 1+81.06 C , 18 RT. I J .-1 7z I YQ WATER VALVE *'- UTILITY MANHOLE CONSTR. I FIRE HYDRANT - ❑ -WOOD FENCE R = 500.00' • • I ;m '.1 LIMITS '< 1 K 115 I ` ';� WATER METER - X -WIRE FENCE T = 93.48 +10.20 PR-S-1-A 1 0 • -� :�;- SPRINKLER - o -CHAINLINK FENCE L = 184.83 40' ,-*/ �, i I I .•F, I-q� - '• 4 IRR. VALVE - / IRON FENCE E = 8.66' ° I ° � • E -ELECTRIC LINE IRON PIN P.C. STA. 50+00.45 "PR-S-1-A" STR. NO. 152, +97 •''t•• ( i I m 0 % ' TA. 50+93.93 "PR-S-1-A" Inlet C-15 Wlth i - - - ®HE -EELECTRICDBOX ELECTRIC LINE ( TREE TRUNK P.I. S " I I • '� ;_ POWER POLE / (RISER) DECIDUOUS TREE P.T. STA. 51+85.27 "PR-S-1-A" 50 Lft. of 12 RCP 1 ' oy •' 1GN '��` "I I � ;�x '. , :-:- LIGHT & POWER POLE � CONIFEROUS TREE S.E. = 0/o I �- G - G---�-- G - G G - G `--- G - G --- - ,®, MAILBOX -- oHC/r. -OVERHEAD ELECTRIC & CABLE LINE STR. NO. 153 +9O < < I w :� .`.-1_ A ® • FLAG POLE - "E/T -OVERHEAD ELECTRIC & TELE. LINE GEORGIANN C. LINNEMEIER Inlet J-10 with � 14 } I ' eT - : PROPOSED INST 200200096470 1 P e' � _ ' I T °' k +35 "A" # 5 Lft. of 2 RC .21 \s I ` I 1 �, 14 95 QA COLORED & JOINTED CONC., 7„ .� 16 , L-----� o / ' m _'_____ . _ _ _ --�- © COLORED & JOINTED CONC., 4 I-C 3 • 15 18' I �1 ` r (aspn.j •� ,��� �. I � g o I � � I © PCCP FOR APPROACHES, 6"� In �___-- _ ---- -- - - - - --- -I_ __ _T - 0 CONCRETE SIDEWALK, 4 +12.5 STREET APPR. A�0 RI f d i ---- 1`° - zo : T F1 CONC. CURB RAMP, TYPE 'C' W=14' / G I 15 1 1 ' I / hH �_ 11 18 rv'EPL © CONC. CURB RAMP, TYPE 'G' +P.T. "PR-S-11-An i.. +00 - ,� CONC. CURB RAMP, TYPE III III 40' � !• r i I � � , >. 3 ,1'P 16 1 Q e +i5 "A" ® CONC. CURB RAMP, TYPE 'L' III so.s III III 3 5 . • N�°QR�S w `.'.° K 1 '' i 'i I Ic t �` 95' \, i © CONC. CENTER CURB, TYPE 'D' I II 11 0 , 4010 .•'��CONSTR. 0 u °= NE „C„ k Z3 I " T<` 15 £ P.C. STA. 50+00.45 "PR-S-1-A" = III � LIMITS 15 I A s, I I " � \\ Jg) AGGREGATE SHOULDER P.O.T. STA. 50+00.45 "S-1-A" �0 6, ..,� J I � I 14 1< +00 : � �K BITUMINOUS PAVEMENT . I \ O o ASPHALT PATH ii ' k P I 85'• +25 "PR-S-1-A 3 : I / ��•'• cr 18 I I ASPHALT MILLING AND OVERLAY 40' III .. s �� STR. NO. 155, +90 � < o I,o M I c� � Q EQUIVALENT TO SURFACE IN PLACE +P.C. "PR-S-1-A" +69.4 i • •'x� - Inlet J-10 with I 151 X III �s 'd STR. NO. 157 �, 53.5 III 0 0 5 Lft. of 12 RCP / , `� I o0 1 15 O QT PROTECT TREE - ,00; 18 0 `i i I< STR. N0. 158_ • M °w °- w w / - w w " I • t � m 14 BARRIER CURB AT TRUCK APRON ' / x--11 - r- ❑w ° w ❑ _ ❑ w ❑ ❑ ❑ ❑ ❑ ❑ ❑ I „ „ w 1© COMBINED CONG. CURB & GUTTER, TYPE Il, (MAINLINE) ❑ w w Q': `J \\� f a 15 STR. N0. 154, +97 �zd , I I -' - 16 COMBINED CONC. CURB & GUTTER, TYPE III i 1e"CMP 15 '° T © M.H. Type C-4 with 1E y �y �^{ �- ,_- --------_ - C.B. C-15 with - -T- On X G --- G 'G ., ) `_ '' ^ ROLL CURB MODIFIED ,, - `.0 - - , ,G -G Q�� -_ _ -- --� r. EX. 4" PL. GAS MAIN x I I - r� n N� 1 , . -- :° - Lft. of 24 RCP. �-� 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) +25 'PR-S-1-A" o CONSTR.-----,+ ••••••'''''' / . .N a 176 Lft. of 12" RCP � I I w I I �• ••.•+ ..•L1KAC1S REMOV l�58 GRAE,D,E AREA KJc` 1 . rn LLJ �• -''••' OHE - 15 1E OHE /N ❑H ❑HE -- ❑HE ❑HE - aHE/C ❑HE/C dFiE; - ❑HE/ - ToHED'OAIN OHE/L - - ❑HE/C ------ ❑HE/C�{-� ❑HE/C �-I- I r - O < I C7 ® SODDING 1-1 _ _ = X RA E AREA J _ \1 x�� I0"E I ° o►� =1 ASPHALT REMOVAL V - - .L - I�rrr«rcn�-�c�c'7 T�-7n" \, vv'P'�v-��r-sr - A / 15 - - K- - - - - - �4 >< x K /I TRY f%�ALKi/\/\/� v '4 • G - x T' rX x x x \/\r\r\r\/\/\r\r\r\r r v v v Y u X u x u X X X X x x x x x n � i O /-i �4 x x x n� \r \ v v v u v x vk x ° \ \x/ n A 4, �/\/\/\/\/\/\/\/\/\/\/V V u\, u u x x x x x x x x x x x x x x /\/ -� I ' • �? (See Typical Sheet for Additional Details) � Cxx �x r\/ vvvuuuxxxxix x x� � n < </\/\,\^ .I \/\ , vvvv uuuxx x xxxnnn \/\/ (vy R1 k { x r\ x r r\r v v v u x x x x x x x x x x x { </\/\r\/ \/\ `° 1Cr y x v u u u x x x x x x x -, ® x n /\/\/\/\r\/ \ 4 / I n �`11 N 00'30'12" W t u��r: x ,^�/,- -- </u y X\/ \,x x n Y %�<� g X y k�x�xx <� ���� x7n^^^^x /� r �1j\ v v v v v v u X x x x xxxxxxxxxxhhKnxx 16 I I I. L ALL EXISTING TOPO FROM LINE "S-1-A" ''n � " „ AS NOTED N 15 X x �x \ /\/�\n \/ v x xy x y x h h h h /- / /\/ x x '� \ ..... . ..... r /�/\xr\/\n/\/\i</vy�/ x '/ x x x > TTTTT/�/\/\/\/\/\/\...\/V\/\/V\/� - X xy\hush L T/ l�r\/\/\/\/\r\/\/\/\/\/\/V / X x x X x X x X X x X h x x hT TT. c1 � '� I "rr ? ALL R/W FROM LINE 1C_ciG�.\/�L\.\. Y�� ]�� a ). ,. ,. ,� ,�i111s1�_\-Fig �u]L�/�_ ...... . ................. . 6 ✓� 3 • ,_ ,��/ , .. .\�Y Y . 'W Y Y lr•�l�•\V ••'V _ ... 1 'Y '`�• •�/�• • ' ' Y I.1J " P s `1 [ \ ,Rt f Y.- I J .••f P.I. STA. 51+93.93 "PR-S-1-A- I 00' V) i i I RR Spike ±1' up on South Side Power Pole# 838 6213 �`-CONSTR. CONSTR. � otil +23 CLASS I CONSTR. Future Water Line / LIMITS ( SHELTON, FRED A. -� W=12' l-_ ( I �� z� I Located on the N Side of 131st St. about 600' E of Ditch Rd. Trees LIMITS 1 LIMITS � ® U " s� INST #200100007356 � ONCRETE P � I< 16 � �1 Station 103+32.95 "A", 113.48 Lt., Elev. = 885.79 BEGIN INCIDENTAL CONSTRUCTION BEGIN CO S RUCTION - „ �`1` +6s I 10,"S-1-A" +15.70 A I �� K STA. 49+50 PR-S 1 A j STA. 50 00 PR S 1 A � WS121 1 20' II 15III �-J- CONSTR. BENCHMARK J` �� I I I RUFF, DOUGLAS J. TAI I �•' DNR Control Station Tablet Stamped "HAM 61 1989" , t _1�`v� � v_� CONCRETE I I � INST. 9903533 �� I LIMITS P II; �� About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge " v n 2 - I # It � v -, ,, I.(1 I I I over Williams Creek; set on top of the SE conc. wingwall of a `v 2 3 �° m 2 c 3 s - zo v -2 .n , , - I a. �' .n , m _ 1 0 ,, _ m N K the bridge, 14 E of the centerline of Spring Mill Rd., 0.6' .� _ APP. L ;(Fen• e , " �1 '� I m • 7 ___--- --_ ____ W of the NE face of the wingwall, 0.3 below the road. - - � a I �, \ 11 I ; �I I �, 85 Elev. - 864.794' NGVD 1929 + ,. + I ____-__- , ________ __ ---___._- _. _ -____.__-.. ____ ____ _-__-__- _ ____----_ _ ___ --------- -_-_____ ---------------__-------- ________ ___________ ______ ..___-_ - __ -___-__ _ __ __ _-_- _ ____._- _ ------------_-__ -------------------------- - ________ _____-__ -__ -_....__._..__. --- _.-..-____ ____ __---____. -_-_ ------------------... -_-__ ____-___ -- - •------ ---- ---- -------- ------ ------- 1'Vt STA 54+DD DO ------------ ------------------------------ P tSTA = 51+15 II0 ; _ -- - ----- -- ------- - ------ - - ----I - - - - - -- - ------- ------ - - ------- - ---- - - - ----------------------------- - - -- - , ---- -----t ----- -------- ------- - -- - -------- ---- - ------- --- � -- - - - - - - i FVt EL - 881.5II __-__ -______ _ F________ ; F F { ___ ________ ____-__ ____ 35 1 - - _. -- - - PVI 1=L 88$ -- - - ------ - --- ---- - - - - - - -- -- -- - --- --- - ---- --- -._ -- ; - - - ' -- - - - -- - - - - . 1/CL = 2DII.10II VCt 80 i _ 890 -- - - 8 - - - - - ---- -- -------- ----- ------- ----- -- -- - - - - ' , - , - - -- + -- - - --- -- - - - - - --- - - I - - --- - ---- -- -- - --- ------ -- ----- -------- ----- -------- - - ----- ----- --- - --- - -_ - - -- - - ---- -- ------ - --- - • - _ - ------------------------ EXIS NG PROFILE I -- - - -------- - ---- 0o I - -------- -- ------ _ - -- - --- - - 0 - - - - - - - _ --- - � `�' � - � --- -- •--- - .__�-r - --- -- --____ �- - --- -h _ PRflpOSEf3 Pf�E3FtLE _ _ 885 - _ _ _ _ _ _ _ _ - - - - - - -- M _ __ �- _ r OVER L11VE f�R S�1 A t oo 1 - - - - tr 0 _ ------ - --- - - - - -- -- -- ---- --- + - -1 Oq - -` - - - - --- - - - --} ---- - - - - - -- --- ----- - ----- -------- -- --- - - --- -- - . - - - - - - - -- - - " ----- -- - �`° - --- --------------------------------------------------------- "'- - - ---- ---- --- - ----- -- - ----- ---- - - --' - - - ------ -------- --- - --- •- --- ---- - - - - - x.2.00% - - - - - - - - --------------------------- ------. - - -- _ _ _ - - -- - - ----- ------------------------------------------------ -- ----------- ; ; - -- --- I ----------------- - ------------ _________________________________._______ ________.__ __ ._;_-_ ___F-_ __{ i I-- ____--__-____________ i ----------------------------------------------_-_._____-----_ { F 880 _ _ F_ __ _ _ - -_ - _ _ --_ ___ i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�___ __ {___ , __-___ -__-___ -.___- 877.88 ___ �GP � ,0 -- - ------------------------ - - - { ----87816 -- ------- ------- 877 78 ---- - -- 8'7 5 " I 1 - - - -- -- - -- ------- ---- - -- __ -__ ------ ----- - ----- ---- ------ I --- -- -. - ---- -- --878:11 ------ - ---- - i } ------ ----- _ ___-_ -__-__ ---___ -. --___- _F_______ { h __ ------------------- -. ____-__- _ _- T . ________ .____ -__-_-___. ____-___-. ._ __ __ _ __ _ _ ---- ---- ----- --- - - -------- ------- . 873.E -- - - - , - -- - - -- , Z - -- - - - --- - - - - - - - - ---- ------- -------- • -- - - ; - - - -- y _ / ry i 8 8 ( 0 _ -- -------- ----- - - -------- ------- ------- ---- -- ------------------------------------------------------------ - - - ----- -- - - - ------- - - ------ -- -- -------- - --- - - / --- - - - - - -- -- -- -- - - - - - -------- ------- -------- ---- - ----- -------- -- --- ---- --- - - - - -- - - - --- ------ -- -- ---- -------- -------- -- - - - - --- - z ----- -------- ----- ---- ------- -------- -------- ---- -------- - -- -------- ----- - --- ------- -- : ---- ------- ------- -------- ------- ------- --- --.-.-- -- --- -- -._.--- ------ - - - - ---- -------._ --- -- ------ -------- ------ --.-- ---- - - - - ------------ Cn i ; ; .� i '- i I -__ __- - - _.. __..-._-- _..*-- --------- -------- .i--- -___- -__ -________ _______ -__-____ _________ _________ _____-___ r _.._ _-_____F ___ --___-- _--______ ____._..- ___ -----_-1.I. ___. _______F __-._..-___ ________ ____ __-_-_ ____. ______{ _______-- __f ____-____ {------------ _. ----------------------------- _.-____. __-_-____ {_________ ___________ ___.-_____ __ ---_ ___-___ _ _____ _---..__ -_ { T { __ 865 865 -- - - - - ; , ------ - -- ----- -- -- --- --- - -- _ - - - -- --- ---- 1 - --- --- - - - -- -- - -- o Co o r` : - ----------- ; ; - . ---------rn o o rn ao oo - - -- - --- -._ - --- - - - - n N 17 t\ - - "--- --- .- ---�'- - --- _ �, V --- -- 07) - --- - c ; Co 00 Q - �' - ------" - -_ ------4 __ M-00- -- .d, -- _ © 1D N t� OCT -per,-- - -------- �'_. _.. --__._- -__- - - N;-. -__.._---- ---r- ------....---�,-t�['} �- : 1(7 �, r7 CO of -- m \ -- -- . O _M CG cv. �; oo, - ------- - -------- .n I o. �; ar I �'; CV �; CSI �i N - -- _ - - -- --- ------ ---- -------- m lC) lC) Uf �; M 4 M �,_ -�, n -- -- ------ Q) o r'7 �, �, --� -� -- -- - - 00 oCT obi OEJ ozS; Op oz5 off, Of3 - '� Oc3 acS; V3 o&, Op oz5; oC3 a6 911 00 a, OAT cb, 00 60 0� M 8 0 °�, - - op - �} oQ a0; --- �;-UO oz5 _OO o0 ' / 00! 00 �i 00 00 00 o0i 00 o0i Oa o0i 00 00 00 o0i 00 001 00 ooi 00 00 00 ooi 00 00! 00 00i o0 00 00 0�! 00 o0i OJ o01 00 00 00 a0; 00 m E O o 50+CO 51+00 52+00 53+00 54+00 55+00 _ _____- EdX �� I ,,gg H-X 0 I _\\`� ""1111 Imnfo�inllr CITY OF �,l- RIVIEL HORIZONTAL SCALE BRIDGE �y J. EC - 1"=30' NSA Q�� I I QO�"��NST&R �F,p RECOMMENDED 131ST STI ET �� .. Fo 6_27_©g I VERTICAL SCALE DESIGNATION 1 D� aN FOR APPROVAL - NO, DESIGN GINEER DATE DITCH RD. TO SPRING MILL RD. - 1"=5' U)z� ' . _ � ' 0809004 w = iT � SURVEY BOOK SHEETS "~rw STATE OF �\ DESIGNED: BE DRAWN: TB PLAN AND PROFILE � 15 of 66 / `PSG ��� �T �� f'+ 9 CONTRACT PROJECT wwwwoONAL J CHECKED: JV CHECKED: JV LINE y `� °w � A I 06-08 X Cn° � STA. STA. STA. STA. STA. nee lupment Coin ultents //0j''' -- _____ _ --- --- _.-J o ., �--� 6 o % ..).,v o _� o o cJ O r n N � r.]V'CV r.> V 3 + _-,CI�(T �!) ?r7 -- Q LJ ���� rn ,� - - .,.�,� � .6 -cam -�� 6 112 - + � � + _.,_ W + m LEGEND D.15 ,, °' „ I C - �+ ++ LCD m_ T EXISTING kn __ ++ a LIGHT & POWER POLE W/RISER w + •A £ • I 12_'=- I- r' + + + + ® STORM INLETS a ,. � I o- =S?!==STORM MANHOLE I'#'-' GUY WIRE cV C3 I` I I < © LIGHT POLE -I I FO FIBER OPTIC LINE N ti ==i s =SANITARY MANHOLE 00 I i 1 16 \ SANITARY CLEANOUT r TELEPHONE LINE Uj 16 • BANK ONE OF INDIANAPOLIS NA, -OHr-OVERHEAD TELEPHONE LINE Y o U I rjI} ,� 1 TRUSTEE N/A JOAN M. HOLLETT - O -GAS LINE :�: TELEPHONE RISER K I i <tj GAS VALVE TELEPHONE MANHOLE 3 ' � r _y� �IO •• ,Sc FOR BENIFI nls F BYRON P. HOLLETT, JR. GAS METER -crv- CABLE TV LINE CABLE TV BOX � � -� � T #9709713524 � WATER VALVE ,�T, UTILITY w -WATER LINE ?�i � N ` �Y I MANHOLE a ? -"_ \1: K 1 • • P.O.T. STA. 50+00.00 "S-2-A" 'C� FIRE HYDRANT - ❑ - z ¢<\/ ). ••....,., ♦5O A WOOD FENCE C) a v , I • • WATER METER - x — SPRINKLER - o -CHAINLINK FENCE C) N >,„1, _ _�� I ®I = P.O.T. STA. 97+30.26 A WIRE FENCE ° b1y i 1 ��� I I �~ IRP.. VALVE - / -IRON FENCE N . CONSTR. �• - I I ❑ E -ELECTRIC LINE IRON PIN b n I I oHE OVERHEAD ELECTRIC LINE TREE TRUNK � 15 I ,P P.O.C. STA. 3+67.94 B = I I BUSH LIMITS I _. •�' ELECTRIC BOX � ! i POWER POLE / (RISER) DECIDUOUS TREE P.O.T. STA. 50+57.00 "S-2-A' ❑ LIGHT & POWER POLE CONIFEROUS TREE : . E I 1 I I `W- MAILBOX - oHE c --OVERHEAD ELECTRIC & CABLE LINE o I 1 +25 CONSTR. � I -- ❑ _-_ __ SIGN - OHE;T - ❑ _---- OVERHEAD ELECTRIC & TELE. LINE • � I I LIMITS +00 0 - � FLAG POLE co I I I I , 40 - ., 00 I ,, I -i, — — — _ _ 40 RRRJW r 4 SS PROPOSED •• i - — — J_ S� JJr X400 I I h.K. �� - - _ _ - I - ---,. - - _ - - - - -- -- - -- - - - -- - -._ - - - - - - - - - - - - - - - - - - - - ° � _) • I I I w I I - 14 k 15 © + I- , - - - - __ __ - - - A COLORED & JOINTED CONC., 7" ' I I I ` w w w w w - --- w > I I -h • . . `. w w w w w w w F---------------------. 4 °_— COLO ED & JOINTED C - - - - - - . . . ... 0' PHONE ESMNT� 4 6 -- - - - - -- _R 1. _ �- 1' WATER LINE EASEMENT-� 18F � r - r r r — r r _ r r ' T - - - - -- - -- 0 --- - -- - - - --- -- -- --- - - -- - - -- -- --- - -- -- - -- - -- - - - -- --- - - -- -- - - -- - - -- '------------------ © PCCP FOR APPROACHES, 15 oo -<� -- - - _-_ . - -I2-pipe- � — r r r T -- - ,r, J - r � )` rl I I = __-•----._--- ,.� - r r - - -- 3 woods I I i i �` - - - - �• - -+l - 1_ _. - -- P - -- -- - --- - --- - I r r r r r Fl CONC. RBI RAMP, TYPE 'C'([) CONCRETE' T PHONE EdSEMEN� ❑ REMOVE -- - - - - - =-___=_ =--_ - ._...-_- -__ _-- .............Z.__-- - NEPL� I y I " �,. - - - - - - — - - - - - - - - - - - - - pie ® CONC. CURB RAMP, TYPE 'G' m, I I I / N 4 49 E NEPL OK I - - - CONC. CURB RAMP, TYPE H LINE "S-2-A" SECTION LINE 11 Al , ©w S I I F GI DITCH ROAD R1 __ ® CONC. CURB RAMP, TYPE V . _ _ _ - — - - G CONC. CENTER CURB TYPE D .• 2+0 - I P �_ _ —ye - - - - - - - — - - - - - - - - - - - - 0 k. _i I i . rn �� ',�_ t `E- �F,`1.-- I - Y. -- ------ -_�- — — — — — — — — — — — — — — — — — — — — — — -_ — _— — — — — — O AGGREGATE SHOULDER kk -•I I I i i. ._. HHE — OHE OH - -- +50 y I N = I — - ❑{E -- .• n�E.•-- E _ -- oHE - oHE _...- --o []HE o o -o ❑HE -I❑ - ❑HE❑ - - off o nHE - i®I - - - - - IJ`iE O BITUMINOUS PAVEMENT 11 I - Q / 1 ❑ ❑ ❑ c•b ❑ ❑ ❑ ❑ -_.. - - OHE - -- ❑HE --....-- - --- 100 0 O 'll ; ° ; = ,,, 16 I I +00 ❑ ❑ ❑ ❑ -- ❑ — © ASPHALT PATH < I I . Z �`I Q ' '' I �, � ,� r K I � ® ASPHALT MILLING AND OVERLAY J QS EQUIVALENT TO SURFACE IN PLACE II i y1 °` i II 14 I n. LINE "B" 15 • • * , 3� I I , �1,' ••, CONSTR. + + = ® PROTECT TREE ... 1 ''• ..r — - I I 1 r •,.. • •' LIMITS o +00 45 Rj +00 14 BARRIER CURB AT TRUCK APRON dow ''�•• • I_ I < t� � �� 45' �r� 1© COMBINED CONC. CURB & GUTTER, TYPE ll, (MAINLINE)goo goo w I I i II I <I o 0 4000 � �--� END CONSTRUCTION 16 COMBINED CONC. CURB & GUTTER, TYPE Ill I I ' 15 © � R�W STA. 53+00 "S-2-A" 1Q ROLL CURB, MODIFIED r Q�' I I I 18 COMBINED CONC. CURB & GUTTER, TYPE II, (DRIVE) I I ( E � ® SODDING I I +00 L„_f' Of I I I © �� '3 ASPHALT REMOVAL KIM R. & MARY BETH CROUSE (See Typical Sheet for Additional Details) w o I = I I INST #9351826 w I = CD o �, Y; s �� ALL EXISTING TOPO FROM LINE "S-1-A" ° *, i F- I I. ALL R/W FROM LINE "AS NOTED" = ° % I i (I w I , 1 __ ___ I � � 13 I � I +50 "A" TBM . o Z I�1 I� N 1 50' RR Spike f1' up on South Side Power Pole# 838 6213 � I 0 1 © f Located on the N Side of 131st St. about 600' E of Ditch Rd. Q1 I " Station 103+32.95 "A", 113.48 Lt., Elev. = 885.79 PO o , P % BENCHMARK CONSTR._/' 15i 16 I O • � U-) �3 3 � m v DNR Control Station Tablet Stamped "HAM 61 1989" LIMITS , i I I ,f � " � � � - L � About 0.5 mile W of Carmel; at the Spring Mill Rd. bridge wa - �_. - over Williams Creek; set on top of the SE conc. wingwall of I i I °° M �rn I I 9 � m a-_w the bridge, 14' E of the centerline of Spring Mill Rd. 0.6' a>�„ - P 9 I - + o o.b M N � SW of the NE face of the wingwall, 0.3' below the road. . _\ i I .. . �� + r O 11 rJ lz. _.u�N U i + � - ------------------------------r______-__ ' ______________________________________________ _________-_-__-____-__-__ f , _____-___------------_____.- -----------------------------r-_____-_____-________-__ _-_________-___._ i ; + Elev. 864.794' NGVD 1929 ------ ------- --------- # -------- -------- ------- --------- I I + - ------ --- --------- ------ - -------- -- -------- - - - -- -- - - - ----- -------- ------------------------------ - t - - - - --------- -- _____I_________________________-_______________.-___________-F_______-___-________-_-______#-___________..__________--___i__________________-_________ I ______-__ i ! - - - - - - - - - - -- - - --------------------------- ---------------------- ---- ------------------- --- --------------------- + - - - - ----------------------------- - - - - - - - - - -- - - - - 895 - - - --- ------------------------------- __.. ____ _ .---. ____ _-__.. ___._-__ __..__ _ ____ _________. _______ ___-____ _______ _______.. _________ ____-.._.. . I _____--- ---_...'- ____-_..... ___.._ ____--Q _______ __-___ o -- I EL 89010 °' ------------------- -- --- ----- -- ------ -- --- ------ -------- -------- ------- T ----- - - - -- .._ - - - - . - - - , 0 - -- -- , a, - - - - -a/CL - 00 00 - r+� - -- - - - -- - -- -- . - + ao a F- - - - . - - o - Y ' aJ - - - - - --; - -- - -- - - - - -- - - - 11F &9 --- ------------ -- - : - - - -- - F - - -- -- - _. - ------- ---- - -- - - .. ---cc �-----_. -..--- - - - . - i J ...---- - I i.� -EXIS D ; co OVER t - I - -- - -- -- - -- -------- - -- -------------------- - - - -- -- - -0.35� - -- -_. - - ---- ------ - - - - - - - - - - --- ---- -- ----- - - - - - - - - - ----- ------- ---- - - - - ----_- ------- ------ - - ---- - - - - - - ----- - - - ---. - - ----- --- ---- - --- __ -- - -- T - - - - -- - -- -- -- - - • - - - - R�P__OSEQ ? -- ROF1LE -- --__. _ -------- ---- ---------- ------ --------. ------------------ - -- E , - - ----- • - I I - V -.LIN -�S-2-A - -- - - --- - - - - ---- --------. - ------ - - - - -------- ------ - - + -# ------- - - 8 8 -------- -- ---- ----- --- - - ------------ ---- ------------- ---- --____-_-___ ----------------------------- ___ _ ____-___ _.._____ -______._ __-__.__- _______ ___________ i F.... __________ _____-_____-______.___.______ __ }- F.. + F I r - - ---- - - - - - - - - - ------- -------- ----- ---------- - -------- - - -- - -- ------ ---- - - - - - - - - - - - - - - ----- - - I - 8 --- - I ---- - - - - - - --- ------- ----- --------- -- -------- ----- 8 - -. - ; -- ---- ------------------------ - - - + - ----- ------ ---- ------- - - + -------- , _------_ ___-#- --_-__- ___- -____-_-_ -_- - -_.._..__-_-.. -_...._--_- __-__-__..- -- --_...---- _. --- ._-__----- - __ .—_--. _ # I z .. ____-___..___ ----__ -_ - -__. _..__-__ ____ _-_____ ___-_.. _._._.- ---------------------. - _-__..._ # ___---- -.___-___ ____-- ____...__ ____-____ ________. -_-___ __ __-.._.__ ___-__.... __ ____-.....____- ._ -- --___ ________ ____-___ F_ Q -_______ ________ --________ _--_....- - .. - ..__---..-. -. ___- __......--.-_ --------------. .._-__ __- ___ __--__....- _________ _._-__. ________-__ ______ __________ _I ;._. ; � � i + i __-______ -___ .._-_ ' (Z _________ ____.____ ___..--____..-_ -__. __..__-___. _ ___ _____....-__ _ ___ -__-____.. __..__ _ __..__.._ _..__-____ ____._ ______ -____- _______ _________. ____ / ______ _________ _________ ________ _______ ._____ _________----------------------------__________________-_______ ___-_________-___________ -_ ____ __ _ ______-_- __ ________ _ __-_ -________ _____ _.._______ ___--________-_____-________ -______________-________ t -___.. __-_-__ ..--------------------____ y 8'7 5 I - - - ------ -- -------- - - --- ---- ------ - - - --- --- ------ -_ - - - ; ; ° - ------ ---- ------ - - - - - - -. - -- ' • - ------------------------ - - ------------- - T - - - ----- ' ' , z -- - I - - - - -- -------------------------- --.- - - - - - ' , .--- ----- -- -- ________# _______ _______ ___- _______ _.______ ___.___ ___ __ ______ T __-____ _______. ____ _ ______ __________ __________________________..____#-_________.________-______-_ l _______________-_________ ____..___________-_____________________. ; i .r_________.._-_.._____________----..---___..__--____..___-__{-__________________-__..____-{___.--_____-___..____..__________-________--____--_______--______-______-___..____-_ ______________________________________________________________ _______--____________-_____________________________ __ Q __________________.________________..__-_--_________________________,_________._________ _________________-_____ _____ ________________________ +� __-__.._____________ I I I ; I ______-________y_____-_______---------- _________ N ----------------------------_____________________________ 1 ______ ________ ___-_.._ ___._-____. ______ _-____-.. L � ---..._. __ ______-_. ________- -'--.. w -----------------------------___ ______. , ----------------------------_--___.,, I 1 _ ________ __ __.. h_-._ -_.______ ____-----------____.... ____. -_-__-_____. ____ _..__ __-____ _______ ________ ----------------------------- ______ -____-.___ ___-____ ___________ Cf) _----------------- ,„�' �„-� -fir- - - -P.1.. L(} ------- .._lc_ T ---• -------- ---• --LJ]. - ------- Q� Fes. Eta, / DD 8 -- -.. __�-•- --D1 -------- [n_;_� ., ------- -- .! 07 O Cn a0, ---- --------- M- _--- --.-----CO.........._- ------ Cam,------- ----._.-—------- ---- -__.._.-_-. .._-__..._-03 Y - 6 5 I 00 - ;00 00 �I ar -------- m -�cy; -- -- - -- - - - - oc: -- - -- o -- - - -- -- - -- - - -- - J o 00 ao oo; 00 00 00 0❑; 00 00;ap oo, 00 rn l M' rn op a' oCT n' - rn i-.- - ----- ------- �-------- ------- �' v -------------------- cn. M E oo; a0 0❑ oo co; 00 00! a0 c o! 00 co 00 co! °❑ co * - - - -- - - ----------- -o ----------_---.� ------------- --------------- ---------------------------------------- - - - ° 50+00 -- - - - 3� 51+00 52+00 + °° 0. 8 6 5 ° 53 00 54+00 55+00 ,3 x >-0 I �x °z U N D Q af Q U)� __-_-____ - W/ pA�{l�'A4�td'I Iltll 4111111Igllry/�r, Iz� av v, J ECG CITY �� C�R E� -� HORIZOr�TAL SCALE BRIDGE FILE ..< QO -�G1STEq F,J RECOMMENDED APPROVAL 6-27-08 1 e31►�T STREE 1 �- � o � -, �-, 1 "=30' NSA w z NO. - I VERTICAL SCALE DESIGNATION "~ }w DITCH RD TG SPRING MILL RD. 1 ' LLJ C,°_= ' o' 0809004 w DESIGN GINEER DATE - - _ - -� 5 J b - Nor ANa �� DESIGNED: BE DRAWN: TB1 ----- PLA ��� � ��� �G� SURVEY BOOK SHEETS x�0 E� _ E / ����1 16 of 66 cS �, " A• STA. Transportation NAL CHECKED: JV CHECKED: JV CONTRACT PROJECT STA. STA. LIT S � °-° STA. DCVCIOpllle[It CO[ISIlIt811tS �i�,',��Y���tlliii ii iui d,,���P��� � b — ------------- ---- -- 1 06-08 O O 0 0 ® R-500 C) O O O0 + CD P.I. STA. 51+95 "S-2-A" a) O 8.7' LT., EL.=889.64 P.T. STA. 51+50 "S-2-A" 11.64' LT., EL.=889.36 52400 P.C. STA. 51+83.68 "S-2-A" 25.92' RT., EL.=889.45 P.O.C. STA. 51+10.80 "S-2-A" 0.33' LT., EL.=889.40 ¢ Q P.C.C. STA. 51+36.28 "S-2-A" P.T. STA. 51+28 "S-2-A" N 4.75 RT., EL.=889.53 14.25' LT., EL.-889.16 U cn P.C. STA. 51+37.17 "S-2-A" w 20.60 RT., EL. 889.53 P.O.C. STA. 51+17.60 "S-2-A" ~ Z � J P.O.T. STA. 51+50 "S-2-A" 17.16' LT., EL.-889.04 33.95' RT., EL.=889.28 P.C. STA. 50+89.11 "S-2-A" 35.63' LT., EL.=889.28 - - - - - - - - P.O.T. STA. 51+28 "S-2-A" P.C. STA. 50+96.55 "S-2-A" 39.22' RT., EL.=889.16 27.35' LT., EL.=889.01 16 P.O.T. STA. 51+07.89 "S-2-A" 2.6.63' RT., EL.=889.38 P.T. STA. 50+80.05 "S-2-A" P.O.T. STA. 51+11.37 "S-2-A" � 5-3.19' RT., EL.-889.06 16.53' LT., EL.=889.24 o P.T. STA. 50+74.11 "S-2-A" P.T. STA. 50+69.42 "S-2-A" �8 33.58' RT., EL.=889.21 44.67' LT., EL.=888.86 R���O, P.T. STA. 50+72.82 "S--2-A" 51+00 0 52.40' RT., EL.=888.84 P.C.C. STA. 96+74.48 � P.T. STA. 98+05.48 40.96' LT., EL.=888.47 P.C. STA. 96+39 61.48' LT., EL.=888.80 \\gyp, 8' 53.22, LT., EL.=888.63 6' P.T. STA. 98+10.31 P.O.C. STA. 96+20.28 18 �6� 16.53' LT., EL-=888.22 49.29' LT., EL.=888.54 �� o P.C. STA. 98+26.81 27.35' LT., EL.-887.78 P.O.C. STA. 95+89 0 P.C. STA. 98+19.37 43.37' LT., EL.=888.49 10.74' LT., EL.=888.18 _ P.C.C.. STA. 99+20 00 Xoo P.O.G. STA. 98+31 14.33' LT., EL..=887.36 P.C. STA. 99+98.24 C14 24.81' LT., EL.=887.76 P.C. STA. 99+99.45 20.24' LT., EL.=886.89 P.C. STA. 96+57.34 35.63' LT., EL.=889.08 4.29' LT., EL.=887.21 °O P.O.T. STA. 96+23.97 P.O.C. . . 3 00 _ 00 31.06' LT., EL.=888.90 X 16.96 LT. EL.=887.75 P.T. STA. 95+42.71 C-4 19.93' LT., EL.=888.98 C.C. STA. 3+77.48 "B" 3k�� o i R=20' 10' 18' RT., EL.=889.55 P.C.C. STA. 3+45.98 "B" 4.47' P.C. STA. 95+79.81 18� P.C.C. STA. 4+34.64 "B„ 18' RT., EL.-889.46 0° - M LT., EL. 888.84 18' RT., EL.=889.37 P.C.C. „ " P.O.C. STA. 98+41.75 P.T. STA. 98+88.14 131ST STREET N C. STA. 2+88.69 B 0.10' LT., EL.=888.07 1+00 50+00 18' RT. EL.=888.75 11.92 LT., EL.=887.52 - - 131ST STREET o LINE "A" C P.C.C. STA. 1+09.624 "B" I C14 P.T. STA. 98+80.71 18' RT., EL.=889.09 P.C.C. STA. 2+49.76 "B" 18 _ P.O.C. STA. 98+37.83 4.68' LT., EL.,=887.87 o 18' RT., EL.=888.56 10 R-20 34.46' RT., EL.-888.09 --=�� � P.T. STA. 95+72.39 - _. a, P.T. STA. 94+67.86 12.15 RT., EL.=888.53 ❑C] 4.14' RT., EL.=889.54 P.O.C. STA. 95+89.00 '� � h Dc co P.T. STA. 94+67,86 12.25' RT., EL.=888.49 LINE "B" 0/ - _� - 00 4.14' RT., EL.=889.22 P.O.C. STA. 96+20.35 - 0.79' RT., EL.=888.90 P.O.C. STA. 96+13.44 _ `�,� M P.O.C.. STA. 99+20 17.59' RT., EL.=888.54 N 36.47' RT., EL.=887.36 Qo + P.T. STA. 96+41.16 P.O.C. STA. 96+31.85 '- °o P.O.C. STA. 98+41.12 10.87' RT., EL.=889.00 26.41' RT., EL.=888.55 50.12' RT., EL.=887.77 z P.T. STA. 96+50.23 CD 16.64' RT., EL.=889.04 co / J z P.C. STA. 1+57.23 "B" P.C.C. STA. 2+05.33 "B" cn 18.0' RT., EL.=888.74 18.0' RT., EL.=888.46 U P.C.C. STA. 97+99.91 Q 42.85' RT., EL.=888.28 P.O.C. STA, 98+21 cn P.O.C. STA. 98+03.60 54.42' RT., EL.=887.82 58.42' RT., EL.=887.96 3� r7-Q N ------------------------------------.----.----------------------------------------_------_---------------------- Y N� Q/oo 0 �x �wZ n�Q�� Qw/� i ._s o ,,,,, ,,,,Y J ,E,,,,,,, , CITY OF C R EL �� C� HORIZONTAL SCALE BRfDGE FILE I D w E r7 QO ���srER F� RECOMMENDED ``� Fo 1� FOR APPROVAL 6-27-08 131ST STREET VERTICAL SCALE DESIGNATION w Z a- N�. DESIGN 'GINEER DATE DITCH RD. TO SPRING MILL RD. �� NA Z ' . 0 10809004 = -- -- --_ _- cn v�rw w °Z? -mss STATE of �� DESIGNED: BE DRAWN: TB CONSTILTCT�OI�T DET� I1�S i SURVEY BOOK 17 SHEETS 66 U / i D X E �/ONA L "� T � CONTRACT PROJECT ' °i Transportation nt Cons & "'���, CHECKED: JV CHECKED: JV DITCH R R 0 U ND A13 0 U T � 06-08 Developmnt Consultants � '� �iairioi���amuii�"`"° • C) °o ° o CD c+� + +o ) ° o ° o a) +o V1 �-+ o V-i P.T. STA. 109+31.75 P.C.C. STA. 107+83.62 P.T. STA. 108+81.81 35.67' LT., EL.=880.48 31.68' LT., EL.=881.31 71.19' LT., EL.=879.36 P.C. STA. 109+55.49 P.C.C. STA. 108+22.39 P.O.T. STA. 108+84 46.76' LT., EL.=880.22 P.C.C. STA. 107+54.97 65.89' LT., EL.=880.07 7fl.46' LT., EL.=879.35 P.O.C. STA. 109+55.49 P.O.C. STA. 111+95 43.60' LT., EL.=881.13 56 46.76' LT., EL.-879.95 .10' LT., EL.=877.99 P.T. STA. 111+57.02 P.O.T. STA. 108+91 P.O.C. STA. 107+49.72 68.14 LT., EL.=879.39 P.O.C. STA. 109+61.65 P.C.C. STA. 109+ ?'.74 48.64' LT., EL.=878.08 ' 27.42' LT., EL.=880.16 45.:�fl' I_- ., EL.=8-'9.42 42.86 LT., EL.=881.16 P.T. STA. 111+53.70 \� P.O.C. STA. 109+65.82 P.C.C. STA. 111+00.93 P.O.C., LT., EL.=881.48 STA. 107+51.94 °o_ 44.13' LT., EL.=879.84 _ 29.60' LT., E1.=879.74 32.98 LT., EL.=87$.40 27.01 P.O.C. STA. 107+40 zo P.O.C. STA. 106+10 P.C. STA. 107+07.61 41.53' LT., EL.=881.18 P.C. LT., EL.=881.70 "O ` 28.46' LT., EL.=881.87 O o� 131ST STREET Qtf �► CD CD (D r P.C.C. STA. 3+02.74 "C" rn 18' RT., EL.=879.97 a, 3kp0 - R=20 10' P.C.C. STA. 4+37.70 "C" 18) 18' RT., EL.=880.88 fig' 10' R=20' cn N LINE "A" R=57' / Q LINE "A" _--_ ° P.C.C. STA. 1+09.85 "C" P.C.C. STA. 2+73.49 "C" o `O 131ST STREET 11 o � 18 RT., EL.=881.53 18, RT., EL.=880.56 � no ° \ / P.O.C. STA. 111+95 P.T. STA. 111+47.05 P.C. STA. 107+00.26 I; P.C.C. STA. 1+79.37 C' 8.07' LT,, EL..==877. 99 1.68' LT., EL.=878.09 12.64' RT., EL.=881.41 18 RT., EL.=882.46 P.O.C. STA. 106+10 P.O.C. STA. 109+62.72 P.C.C. STA. 2+02.51 "C" 19.65' RT., EL.=881.87 P.O.C. STA. 107+30 18' RT., EL.-882.26 0.06' RT., EL.=880.15 P.T. STA. 106+37.51 14.72' RT., EL.=881.22 P.O.C. STA. 109+69.10 P.T. STA. 111+50.37 1.61' RT., EL.=882.05 P.O.C. STA. 107+47.65 14.74' RT., EL.=879.83 17.33' LT., EL.=878.41 0.96' RT., EL.=881.50 P.T. STA. 106+38.78 P.O.C. STA. 107+40.88 CO 17.55' RT., EL.=881.73 17.80' RT., EL.=881.18 o LINE "C" �O- P.T. STA. 107+68.92 A/ O° +°o P.C.C. STA. 109+38.67 11.09' RT., EL.=881.39 11.27' RT., EL.=880.40 P.O.C. STA. 107+59 P.O.C. STA. 54+32.12 "PR-S-1-A" P.C.C. STA. 109+42.50 26.16' RT., EL.=881.03 `� 29.03' RT., EL.=882.15 27.34' RT., EL.=880.16 P.T. STA. 107+61.57 16' 27.73' RT., EL.=881.03 R;1161 STA. 54+21.85 "PR-S-1-A" P.C.C. STA. 107+78.25 41.30' RT., EL.=881.91 16.97' RT., EL.=881.34 ° P.O.C. STA. 54+01.48 "PR-S-1-A" P.C. STA. 54+44.65 "PR-S-1-A" 16 p 28.10' RT., EL.=881.58 P.C. STA. 107+95.91 24' LT., EL.=881.83 49.38' RT., EL.=882.04 P.C. STA. 54+45.46 "PR-S-1-A" 8' LT., EL.=882.15 P.O.C. STA. 53+97 "PR-S-1-A" ��kp0 P.O.T. STA. 54+14.91 "PR-S-1-A" 26.05' RT., EL.=881.55 24' LT., EL.=881.58 �_ P.O.C. STA. 53+90 "PR-S-1-A" P.O.T. STA. 54+14.91 "PR-S-1-A" 23.37' RT., EL.=881.56 24' LT., EL.=881.90 P.O.C. STA. 54+09.20 "PR-S-1-A" P.O.T. STA. 53+97 "PR-S-1-A" 14.07' RT., EL.=881.90 24' LT., EL.=881.55 P.C.C. STA. 53+90.35 "PR-S-1-A" co Q P.I. STA. 53+92.47 "PR-S-1-A" 6.7' RT., EL.=881.88 0 24' LT., EL.=881.56 10 P.C. STA. 53+61 "PR-S-1-A" / P.O.T. STA. 53+90 "PR-S-1-A" 18' RT., EL.-881.82 J Z 23.85' LT., EL.=881.56 �O - co P.T. STA. 53+92.47 "PR-S-1-A" 0 8' LT., EL.=881.82 / m N UND M 3O ------------------ ------------------._----------- - ----------------------- --------- --------------- ------------------------------------------------------------------- --------------------------------------_ C O co L x > o I Lj X,_, cZ �D Q j mina"mnn n ------ �'� �.�� J FC/r "�� CITY ® C AR E� � HORIZONTAL �SCALE BRIDGE FILE V .. ���"�`e. 1 Y O F RECOMMENDED _ w Z srFRFO �� VERTICAL SCALE DESIGNATION U)CD Q N� FOR APPROVAL 6-27-08 1 e31�TTR�ET Z w - DESIGN GINEER DATE DITCH RD. TO SPRING MILL_ RD. _� NA L'i N o z z ' . 0 10809004 - _ - _ W = w w o 'n STATE OF �� ' DESIGNED: BE DRAWN: TB CONSTRUCTION DETL�.. � SURVEY BOOK SHEETS �c __j 0, `s IND ANP _ 18 of 66 X�o�� Transportation& %�� /CN A L CLAY CENTER R o R01UN � ABOUT - Development Consultants CHECKED: JV CHECKED: ,�V CONTRACT PROJECT 06-08 1 STR. NO. 167A, +01 I r Aqua Swirl Model `!1 a Vn o AS-2 TR. NO. 167. +00 `it �-- A CLI 1`0 o Type C-4 with �;I m ail QI t=o= A 32 Lft. of 15" RCP A i f R W I Q!I I LL STR. NO. 162A, +95 ;.t � I °! ua- win o e + ° I ° 1 164 +98 I STIR. NO. 203A, +19 !I j N • AS-3 ° l o r C=75 with T N _+ 3 LFT OF 8"0 HDPE ® 2.0% j A u� Swirl Model ! -'CD } 3 LFT OF 8"0 HDPE ® 2.0% I I Aqua-Swirl I TO �1 I �j y #eft. 2" RCP Inlet B-15 with ! 1 R W 8 Lft. of 12" RCP AS-3 l N rM CONTRACTOR RE 1 STR. NO. 162, +95 - 7 K, I r7 CONTRACTOR TO 1 R W OVERFLOW R STR. NO. 200, +10 STR. NO. +19 INSTALL CON M.H. Type C-4 with a _ CONTRACTOR TO - I I ^ ` �� + r INSTALL CONCRETE = ' + IM.H. C-4 with 0 AI r a Inlet J-10 with 37 Lft. of 24' RCP 't I OVERFLOW WEIR INSTALL CONCRETE i I - r r f j OVERFLOW WEIR j 7 Lft. of 12" RCP 182 Lft. of 24" RCP I 159 LFT OF 24"0 1 __ 182 LFT OF 24'01 AN I RCP ® 0.40% RCP ® 0.40% 165 LFT OF 24"0 j 37 LFT OF 24"0 I - 131 LFT OF 1 0 " RCP ® 0.60% RCP ® 0.60% RCP ®) STR. NO. 203----- - q u c 131ST STREET STR. NO. 167 STR. N0. 205.x+'28 n STR. NO. 161 +95 " STR. N0. 162 C \� O OF " " STR. N0. 202, +19 Inlet J-10 with C.B. C-15 with a ) J - F� ° C.B. _C-15 with 131ST STREET o - �ti� -�,/ �o ------ - _- _ _ ---- - -e�P_ ° ._. _ _ 4 Lft. of 12" RCP r r' _ - - - P (� - 4 Lft. of-15 RCP _ ,r______.__ F- 1 _ - ==- - - i 31ST S�TREE i �°Of , _ _ �Cr a " j � I RIM=863.99 r_117 RIM=879.03 RIM=878.60 STR. NO. 162A STR. NO. 167A STR. N0. 203A 0.33' r r 859.22 0 10"0 HDPE 0.33' ' INV.-858.64 1 24"0 RCP 0.33' -i I-- 872.531 I a 24"0 RCP INV.-872.41 INV.-872.41 ' 872.97 1 1.49' I X 8 0 HDPE INV.�858.70 0 o INV.-858.70 � INV.-857.73 INV.-872.05 INV.-872.05 10'0 HDPE � 15"0 RCP 1.25' INV.-872.35 _ INV.-871.99 o INV.-871.72 0 3 LFT OF 8"0 HDPE 0 2.0% I } 3 LFT OF 8"0 HDPE ® 2.0% INV.-871.7 °� + I J U_ .-.. �� J� INV.-872.47 INV.-858.76 r, �INV.-858.64 CONTRACTOR TO INV.-872.11 r, INV.-871.99 INV.-872.35 r 1 " ! SECTION A-A INSTALL CONCRETE r r 1 + INV.-871.72 SECTION A-A CONTRACTOR TO CONTRACTOR CONTRACTOR TO SECTION A-A - ' -INV.�857.73 STR. NO. 203 OVERFLOW WEIR NTS STR. NO. 162 OVERFLOW WEIR INSTALL CONCRETE '�� 131 LFT Of 12"0 OVERFLOW WEIR STR. NO. 167 159 LFT OF 24"0 182 LFT OF 24"0 165 LFT OF 24"0 _ 37 LFT OF 24"0 NTS RCP 0 1'50% NTS ! RCP 0 0.40% RCP ® 0.60% RCP ® 0.60% RCP ® 0.40% / INV.-871.72 i INV.-872.47 INV.-858.76 INV.-872.11 1�� - STR. Nn. ��O��p°I° I� STR. NO. 167 STR. NO. 162 CD C> �L�GQ INV.-859.20 �o it INV.-874.29 ``� INV.-872.96 °�1 0® o®�1 �1� J� of J° d AQUA-SWIRL AND DIVERSION STRUCTURE DETAIL AQUA-SWIRL AND DIVERSION STRUCTURE DETAIL AQUA-SWIRL AND DIVERSION S iI-RUCTURE DETAIL NTS NTS NTS Octagonal Base Plate: COVER � AS-2 = 42"x42" AS-3 = 54"x54" SOIL -- SOIL STR. NO. 207, +42 --- A ~I AS-2 = 30"0 O.D. Inlet F-7 with I CONCRET y" y`' CONCRETE 113 Lft. of 15" RCP Place small a PP nt of AS-3 = 42"0 O.D. STR. NO. 219A +60 FRAME GRAVEL concrete to support and with (1) Concrete GRAVEL 3 LFT OF 8"0 HDPE (� 1.0% I �-level manhole frame. DO i Aqua-Swirl Model I } 3 LFT OF 8"0 HDPE � 1.0% ; -BACKFILL _ RISER BACKFILL Pipe End Section AS-2 ` j I NOT allow manhole frame Swirl Model ���� �__ STR. N0. 207 APP. EXIST. R W j -��-- - to rest upon HDPE riser. STR. N0. 207A, +42 � , Aqua- si --L---------- A r Manhole Frame & Cover Detail 50' R w I ! t__�7o SFr For Non-Traffic Areab Ony a _ _ NTS -- RCP coq"m _ a ------ 113 LFT_OF 15"0 87 LFT OF 15"0 A A - 134 LFT OF 18"0 1 . RCP @ 0.53 RCP ® 0.50% . RCP 0.50% Pipe coupling b = Pipe coupling by A GENERAL NOTES: P P 9 Y ° - ----------- -------- - C ntractor. 12" long Stub-out y -- ---- - ---------- -- --- o Contractor. 12 1. System shall be designed for the following capacities: long Stub-out by t b r u ll r S CONTRACTOR TO Peak Treatment Flow: 1.10 cfs (AS-2), 1.80 cfs (AS-3) Manufacturer. ° Manufacturer. ad ! STR. N0. SS-8, +83 INSTALL CONCRETE STR. N0. 219 Sediment Storage: 10 ft' (AS-2), 20 ft3 (AS-3) AS-2 = 8" HDPE AS-2 = 8" HDPE STR. N0. 219 +60 Exist. San. M.H. OVERFLOW WEIR N Oil/Debris Storage: 37 gal. (AS-2), 110 gal. (as-3) AS-3 = 10" HDPE AS-3 = 10" HDPE 131ST STREET L_- j U_- M.H. Type C-4 with STR. N0. 218, +60 Ajust Casting to Ly 2. Manufacturer shall be responsible far complete assemble of Swirl Concentrator. PLAN VIEW i ° � 1 °!® 170 Lft. of 24" RCP _-GGrade--_---- ---- °f -- -_- _� .�_- -_•--- ---_- r-}w w ----- ----------------- --- if=1$With----- ~ 131ST STREET 16 Lft. of 12" RCP _ J v 3. Swirl Concentrator shall be fabricated from high-density polyethylene (HDPE) ASTM F 714 cell _-_--_-__ o class 345464C per ASTM D 3350. --- - -- T---- -� _- A Rim elevations to match -------- 4. HDPE stub outs and internal com onents shall be extrusion welded using accepted welding ------------------------------------ ------ ------ be field cut y Contractor. can ! - - - - - - p 9 P finished grade HDPE risers ------------- -- - - ___-____ practices. Stub outs shall be supplied by Manufacture, anci welded an inside o�•, outside. + RIM=864.25 b 5. Manufacturer shall supply direct access to Swirl Concentrator via 30--inch 1D riser, which can be 32" O.D. GRADE (RIM) RIM=861.20 STR. N0. 219A field cut to match finished grade by Contractor- RIM= Contractor shall supply pipe couplings to and from Swirl Concentrator, which snail be Fernco or ¢ RISER-- Mission style neoprene boot with stainless steel tension bands a.-id shear guard. cn U.33' !/- 7. Contractor shall prepare excavation and off-load Swirl Concentrator Contractor is responsible for _ STR. NO. 207 bedding and backfill around Swirl Concentrator as detailed cn sr pion. (see Hates 11 and 12) 15"0 RCP 0.3-3 8"0 HDPE 857.93 I~ 858.95 8. Manufacturer shall su I tondard manhole frame and cover. (Traffic rated H20) 24"0 RCP 1 1 8 0 HDPE PP Y s I � j 858.60 INV.-858.60 INV.-857.50 INV.-857.50 INV.-857.47 SWIRL INV.-857.03 0'9 7. 9. Where traffic loading (H-20) is required or anticipated, a reinforced concrete pad must be placed INLET/OUTLET N 0 113 LFT OF 15"0 87 LFT RCP 0.53% OF 15"0 3 LFT OF 8"0 HDPE ® 1.0% I } 3 LFT OF 8"0 HDPE ® 1.0% over the entire Swirl Concentrator per concrete design as calculated b Engineer. Sample oft teal + I � a 0.35' concrete design detail is available u on request. g Y 9 p FILL f- RCP ® 0.50% CONTRACTOR TO 9 P q BACK FILL o INSTALL CONCRETE INV.-857.47 r loading v� OVERFLOW WEIR + i INV.�857.53 10. Bollards shall be placed around access risers in non-traffic areas tc prevent inadvertent o g I Q N INV.-858.60 INV.-858.70 SECTION A-A i by maintenance vehicles. Sample of typical bollord installation detail and recommended locations of - cn z J INV.-858,60 I?lV.�858.70 STR. NO. 207 34 fFT OF INSTALL CONTRACTOR TO SECTION A-A RCP 0 OVERFLOW WEIR STR. NO. 219 bollards around the Swirl Concentrator can be provided upon request. 42 1 Q / O 24" 3 LFT OF 8"0 HDPE ® 1.67% 3 LFT OF 8"0 HDPE ® 1.67% NTS _�09 11. Excavation and Bedding - The trench and trench: bottom shall be constructed in accordance with , o ° 0 134 LFT OF 18"0 NTS ASTM D--2321, Section 6, Trench Excavation, and Section 7, Installation. The HDPE Swirl cn 1 a J r 1 RCP 10 50% Concentrator shall be installed on a stable base consistmc of 12-inches of Class I stone materials AwaShM INV.-858.65 Class 8 crushed stone, angular, lar e void content; conto:ns little or no fines) as defined by Phone •••- --- •,� 12 INV.�858.65 ( # 9 9 Phone(888)344-9044- z INV.-857.03 ASTM D2321, Section 5, Materials, and compacted to 95% proctor density. All required safety www.aquashieldinc.com INV.-857.53 precautions for Swirl Concentrator installation are the responsibility of the Contractor. f a i = STR. N0. 219 12. Backfill Requirements - Backfill materials shall be Class I stone materials, (Class 1 #8 crushed BEDDING N ° s z "I C-4 stone, angular, large void content; contains little or no fines) as defined by ASTM D2321, Section 5, CD U_ INV.-857.94 Materials, and compacted to 90% proctor density. Backfill and bedding materials shall be free of UNDISTURBED SOIL N STR. N0. 207A of® debris. Backfilling shall conform to ASTM 1759, Section 4.2, "Design Assumptions Backfill shall No L,0- extend at least 3.5 feet outward from Swirl Concentrator and for the full height of the Swirl � Concentrator (including riser) extending laterally to undisturbed soils. SECTION A-A o AQUA-SWIRL AND DIVERSION STRUCTURE DETAIL AQUA-SWIRL CONCENTRATOR "HORSESHOE" MODEL AS-2 & AS-3 OFF-LINE STANDARD DETAIL AQUA-SWIRL AND DIVERSION STRUCTURE DETAIL w 7 NTS NTS E NTS Q J -- -2_</ 00 OITY OF CARMEL ++oR+ZONraL SALE BRIDGE F!L i �V J EC N/A N/A xoz - (Y- < o� Y O� �srF F RECOMMENDED 131ST STREET M N �c 2P � RFo 'P� 6-27-08 FOR APPROVAL VERTICAL SCALE DESIGNATION I �aN NO. DESIGN - GINEER DATE DITCH RD. TO SPRING MILL RD. N/A Cn -. _ 10809004 w = SURVEY BOOK SHEETS U • o `" BE DRAWN: TB , 66 > w -n STATE OF DESIGNED: /� T 19 of Q:oV) • / ' 1 1 Fs ' yNpI AN C9 AQUA SV� IRL DE .��L� P 1 CONTRACT PROJECT wZi S� NA L �� CHECKED: JV Transportation& "���� lll.,ll CHECKED: JV � 06-08 x z o w ------ - Development Consultants i�- C) C) C) + CD C) a) + + C) C) F— I I MI- 10647 STA. 51+25 "S-2-A" ANC LD 30 19.0' LT. 300_098 4000D 4_1 mom aoo dalp 1,241 mom 30 no cow now .W0 STA. 98+56 E E E E _ 20.0' LT.•E E E E E E E E E E E E E E E E MW 4 E E IE L r, E E E E E E LD ... ........ .... V) OIHE/C -ET—V=__0H ------- C C HE/ETv-_ V_ ___ H��/L CTV —,T, OHI/I LLJ A C PHE/ H�/C — OHE/C OHE/C - HE/C OHE C OHE/C OHE/ OHE/C '"'.".--t--{---,OHE/C -- OHE/C _/C L V CTV--�--CTV—CTV--CTV--CTV CTV—CTV CTV CTV--CTV CTV— CTV CTV—_CT', OHE,/C UHE/C F- -CTV CTV OHE/C E/ CTV—CTV--CTV--CTV— DHE,IC HE/ LIHE/C OHE/C UHE/C OHL/ CTV CTV---CTV- CT CTV— CTV ❑HE/C 1:T I/ OHE,C a�fE/C OHE/C OHE/C CTV----CTV--CTV--CT �,T v f CTV---CTV--CTV -ki CTV OHE/C OHE/C E/C OHE/ F CTV—CTV—CTV--CTV--CTV— TV___�H 2' (Typ.) 2' (Typ.) 131ST STREET CTV—CTV 131ST STREET _j LINE G G 6 G G G G 0 W G G G G G ............ G G fi G G G G ra ................... STA. 96+05 T — T — T — T — T — T 20.0' RT. T — T — T — T T T — T W W W W T — T — T — T — T .......... W W W W T — T — T — T T T — T — T — T W W T — T =____T _ T W W T �_7--------r .r...............T� 1; T G — 1i G — G — G G — G G G — 6 -- G — G — G — G — G — G T j 1 W W W W A� POLE W W — W aid- W 40M CONC. BASE WITH 1" CHAMFER' MOUNTING BOLTS AND LAYOUT PROVIDE VERY HIGH QUALITY PER MANUFACTURERS TEMPLATE goo dOW "00 SMOOTH FINISH TOP OF FOUNDATION ELEVATION sow &00 FINISH GRADE TO COVER ENTIRE FOUNDATION SHALL BE WITHIN 1" ABOVE TOP do* mop W.Www� OF CURB ELEVATION OR AS -77 DIRECTED BY ENGINEER. EGEND mom L 777/ #6 AWG GROUND WIRE moo 000 MARKER LU (T9 CABLE DLICI (Exact Location & Arrow Direction to be Lq Determined After Cable Duct Location) U) z 4--1/c No. 4 COPPER IN 2- GALVANIZED STEEL CONDUIT < GROUND RO 0 ------ 4-1/c No. 4 COPPER IN PLASTIC DUCT 0) PROVIDE #6 VERT. BARS, —4" PVC CONDUIT CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT PLUS PROVIDE #3 TIES AT 3- O.C. AT TOP, 2 REMAINDER #3 TIES AT 12- O.C. ONE 3/4" r CONDUIT AT FOUNDATION CLOSEST TO SERVICE PVC CONDUIT Cn PEDESTAL FOR FUTURE IRRIGATION WEATHER STATION AND CONNECTED TO SERVICE PEDESTAL WITH PULL STRING ao STREET LIGHT ASSEMBLY 30" DIA. FOR I AT OWNERS DIRECTION AND WHERE APPLICABLE. MINIMUM POLE TYPE A' OF THREE ELBOWS IN FOUNDATION REQUIRED. TYPE 11 SERVICE POINT (120/240 VOLTS) (B) HANDHOLE POLE BASE DETAIL -------------------------------------------------------------------------------------------------------------------------------NO---SCALE----- CONTROLLER CABINET AND FOUNDATION, PI, MODIFIED �1=C.\A. ------ ------------ ------------------------------------------------------------------------------------------------------ 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ M < CD X X > ------------------------------- ------------------------------------------- cn < <LLJ C/) 0) 1 EY J o, 6C < RECOMMENDED CITY OF CARMEL I HORIZONTAL SCALE BRIDGE FILE I S TE,�� `�k_ Z FOR APPROVAL 1"=20 NO. )-27-08 131ST STREET Li z _0 DESIGN GINEER VERTICAL SCALE 0 SPRI DATE DESIGNATION LU L'i LIJ Uj ;,o 10809004 L' DITCH RD. T NG MILL RD. U E cf)9� 4,Q NA X D QEmi -.0 STATE OF 4 DESIGNED: BE DRAWN: TB 90 40 1 SURVEY BOOK SHEETS 'ONAL Transportation& 20 of 66 LIGHTING & CONDUIT PLANI 00�� CHECKED: JV CHECKED: JV Development Consultants CONTRACT PROJECT 06-08 C) C) C) C) C) C) ti 00 CD V-4 V VA V-4 V-i C) A 6 0' _ 145 838-62) 10 8 38-6210-01 ANC LD 35 E E E E E E E E E E E E f- E 010 own STA. 109+74 E 48.0' LT. amp qNso 40a r. E ( 38-0211 ............ L E 131 ST STREET 838-6212 T T T F E 46' .......... DHE/C ---- DHE/C 0117< 1HE/C IIIIE/C CHE/C DHF/C DHE/C DHE/C DH FjHE/C DHE/ DHE/C HE/C DPIF,C IE/C DHE/C DHE/C DHE/C DHE/C - OHE DHE/C DHE/C ❑OHE/C -- ❑OHE/C DHE/C ❑OHE/C HE/C DHF/C /C OHE/C E/C 11HQ,,4 DHE/C OHE/C' DHE/C DHE/C DHE/C _/C ❑HE/C CTV--- C V CTV TV CTV---CTV CTV-- CTV---CT,'---- CT', CTV CTV--- CTV--CTV-CTV---CTV-CTV-CTV---- TV-CTV CTV-CTV-CTV--CTV- CTV CTV CTV-CTV-CTV-- C]v--CT,'----CTV--CTV---CTV-CTV-CTV CT CTV-CTV CTV--- CTV- C ---C[y QTY' CTV----- civ_ crv---CTV--CTV-CTV-C CTV CTV CTV 2' (Typ•) 2' �Typ•) 131ST STREET -LINE $)A)' DHT OW ZIHT EMT DHII DHT I DHT OHT OHT OHT ............................... T ............... G G G G 6 G G G G G 0 G G C' G 6 G G G G G. G G (I G 6 G G G f__ - - G 6 G ...... Ci C; C' C� C3 EX. 8" c,TL. GAS MAIN-/� afto saw 838­6212-01 T T LEGEND T T T T T T T T T T T ? T T T T T T T T T T T T T CABLE DUCT MARKER STA. 107+33 (Excct Location & Arrow Direction to be I-N __�V-1 Determined After Cable Duct Location) 20.0 RT. 00 —1/c No. 4 COPPER IN 2" GALVANIZED STEEL CONDUIT 4 ANC LD 30A ------ 4-1/c No. 4 COPPER IN PLASTIC DUCT W W W W W W W W W W W W W W 24 2-4" PVC CONDUIT 3/4- PVC CONDUIT POLE STREET LIGHT ASSEMBLY MOUNTING BOLTS AND LAYOUT < PER MANUFACTURERS TEMPLATE TYPE 11 SERVICE POINT (120/240 VOLTS) CONC. BASE WITH 11" CHAMFER- PROVIDE VERY HIGH QUALITY (11h HANDHOLE SMOOTH FINISH TOP OF FOUNDATION ELEVATION SHALL BE WITHIN 11" ABOVE TOP CONTROLLER CABINET AND FOUNDATION, PI, MODIFIED FINISH GRADE TO COVER ENTIRE FOUNDATION OF CURB ELEVATION OR AS DIRECTED BY ENGINEER. rW #6 AWG GROUND WIRE CO LLJ STA. 53+92 _j "PR—S-1—A"3 GROUND RO 30.0' RT. Cn PROVIDE #6 VERT. BARS, CONDUIT AS NECESSARY FOR LIGHTING CIRCUIT PLUS �.A < PROVIDE #3 TIES AT 3- O.C. AT TOP, REMAINDER #3 TIES AT 12- O.C. 7 ONE J" CONDUIT AT FOUNDATION CLOSEST TO SERVICE PEDESTAL FOR FUTURE IRRIGATION WEATHER STATION AND CONNECTED TO SERVICE PEDESTAL WITH PULL STRING 30" DIA. FOR AT OWNERS DIRECTION AND WERE APPLICABLE. MINIMUM 0 POLE TYPE A S OF THREE ELBOWS IN FOUNDATION REQUIRED. Cw Cn A 0 POLE BASE DETAIL ". NO SCALE co n 0,0 ro3M -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------- --------------------------------------------------------------------------------------------------------------------------- --- --- ------------------------- ------------------- ---------- -- --------------------------------------- -------------------------- --------------------------------------------------------------------------- ---------------_------------------------------------------- ------------------ ----------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- _0 A------- -- ----- m E G� __j � _j c"d 0 X cn HORIZONTAL SCALE BRIDGE FILE <L,<_ CITY OF CARMEL C/r. :2 Cn 2)CD '_j rq RECOMMENDED 1"=20' N/A '0 FOR APPROVAL 131ST STREET VERTICAL SCALE DESIGNATION J4 U,0< NO. DESIGN (FKGINEER DATE DITCH RD. TO SPRING MILL RD. — _, NA LJ ' ® 10809004 LU SURVEY BOOK SHEETS W w 0< STATE OF DESIGNED: BE DRAWN: T8 LL_ //VD)N0' -e 21 of 66 ED Uj Lj L�j leol LIGHTING & C-110NIDUIT PLA".111J41 0��(,-) A� x :2 Transportation& TONAL CHECKED: JV CHECKED: JV CONTRACT PROJECT Development Consultants 06-08 SIGN LEGEND QA NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS I I © REMOVE EXIST. SHEET SIGN & SUPPORTS © RELOCATE EXIST. SIGN ON NEW POST(S) C X53+70 I I C G @ NEW SIGN AND POST(S) O C ® + I I + ® DECORATIVE STREET NAME SIGN + + e+o W2-6 I v� PAVEMENT MARKING LEGEND � I � ® LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES VV16-8 C » I I ® LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP W13-1 I I <ANsv'ERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES I ,?._J� I � LNE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES I ® LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES 31 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) ® TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW 0 ® LINE, EPDXY, SOLID, WHITE 4 INCHES 0 ® LINE, EPDXY, SOLID, YELLOW 4 INCHES 52+71 i Its- 2-A% i R2-1(40) PAY -- --- LENGTH 0 18" 12" = ° T 27~ If If T YIELD LINE DETAIL NOT TO SCALE W11-2A D 51+30 D R4-7 "S-2-A" 51+34 "S-2-A" 4 YIELD R1-2 I I 50+94 D j „ ^ S-2-A" I I R2-1(40) 44 CV -- E T.__.--_._... YIELD W11-1 r R1_2 I � 95+50 98+2.4 C W11-2A C7 BEGIN PROJECT - D 98+60 C STA PION 93+00 �"' ` v D R6-1R D r--I ----- 64 •:' Sto —_- - W �31) —� - - - - - = E R6-1R R6-1R ® cn - - 13TSfi S-TREE - - - - - I _ LINE - - - - - - - - - - - R6-1R (W1-7) 31 E _ — — _ - --- -- ' ---- - - - - - - -------- -_- ---------, -- --- --------------------- -__-�-�-- -------------------�-- -_---__--------------__�_ -D� ® � D B 93+36 96+37 D LINE "B" C 96+03 R1-2 98+90 W2-6 --- W11-2A g '-- -" �- YIELD R2-1(40) W16-8 i z Z �3-1 � T 300 ( Yp•) J W U W CD H CD (n z Q 2 jcn I �v w� �o Q g Q) cn I � �c o I� 00 N - HORIZONTAL SCALE BRIDGE FILE CITY CARME N/A ®F � EC 131ST STREET VERTICAL SCALE DESIGNATION a- o RECOMMENDED 131ST 6-27-08 ,, N/A Q ..moo °'j��� - �' NQ. = DESIGN GINEER DATE DITCH RD. TO SPRINGMILL ED . 10809004 MARKINGS i SURVEY BOOK SHEETS Q ' ® 4' DESIGNED: BE DRAWN: TB PAVEMENT & SIGNING 22 of 66 Li -n STATE OF ? PROJECT W 1 1 1 F ' i P tlF 1 CONTRACT UJ °QZ "s0/ONAL ? CHECKED: JV LINE A i 06-08 z Transportation& oe CHECKED: JV W v % p ' D Development Consultants Ld xow� ., O O O O O O + + + + + + W2-6 U"Z co 0 0 ® 0 SIGN LEGEND 0 C NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS + © REMOVE EXIST. SHEET SIGN & SUPPORTS W13-1 + 101+24 W16-8 � © RELOCATE EXIST. SIGN ON NEW POST(S) 0 D �1.PTJ c DO NEW SIGN AND POST(S) DECORATIVE STREET NAME SIGN 'f aJEk4ENT MARKING LEGEND LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES • • LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP =--- � TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES E—I 131ST STREET ® LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES U� LINE "A" ® LINE, THERMOPLASTIC, SOLD WHITE, CROSSWALK, 6 INCHES w - ® LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES (W2-2) ; TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES a ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) 7-----------_---„- --_,-----r___T_________—__T-__T____ __________�TT_________,____-_�___--_-----r _� —,r------ ---------___ -__, _ ___—r --- ---_--- --------------------'---�-_---r--- __�-___ ___�___--- ---- - THERMOPLASTIC LANE INDICATION ARROW TRANSVERSE MARKING --�------ =--=�__��� _ �_�----------- ----- -------------- �--��-_�,---_�-_-- -_ 4INCHES -------------------__-_--_--------------------------------------------------------------- � ® LINE, EPDXY, SOLID, WHITE W2-6 D ® LINE, EPDXY, SOLID, YELLOW 4 INCHES 104+65 W16-8 [cur core W13-1 15 M,P�FL__l C) + i + + + + G O .V-4 V-I 300' (Typ.) ry R1-2 YIELD W2-6 �.� 109+37 W11-2A D D 109+75 W16_8 � JI W13-1 0 ` 3 112+37 C O :20. �T + .... R6-1R ` ` 4 131ST STREET D E ,(p1 R2-1(40) w/bike route � 52+00 B (W1-7) E eC; 12 ` LINE "A” I 12 W2-6 R6�-1R W I II W -- R6-1R C W16-8 S Z • 31 R2-1(35) 111+48 3-1 1 � n D � �♦ r 51+25 D x \ "PR-S-1-A" 107+27 2A D 107+65 �� �� (Stop) --------� E—+ \ R1-2 �Ir 3131 R1-2 a' \\ r�rr YIELD 54+251+®0 E "PR-S-1-A" D � � Z W 01 U 16' �,- D _ U . 16 W11-2A 9 53+90 f " G, PR-S-1-A" R4-7 D 53+95 -O 16 "PR-S-1-A" s v� z 0+ C R2-1(40) 53+40 6 __j _ "PR-S-1-A" Li W n cn z �k U Ld cn S G 3 a y o CITY OF CAldll.+ � HORIZONTAL SCALE BRIDGE FILE z >= I w Y U �`������� ������ii� Q �� EC/r i 1 '=30' N/A STERF.F,p RECOMMENDED 131ST STREET a N e o - 6-27-08 VERTICAL SCALE DESIGNATION FOR APPROVAL _ NO. DESIGN GINEER DATE DITCH RD. TO SPRINGMIL:L RD. N/A 10809004 w _ __—_ - �— --, SHEETS r w y �� ! SURVEY BOOK z -� STATE of DESIGNED: BE DRAWN: TB PAVElyiEl�T MARKINGS & SIGNING i 23 of 66 1 oQ 1 1 1 LJ ss .NDIANP �� � �� i CONTRACT PROJECT X �L_� Transportation d'C p����<4q[4 ONuli iii➢1���w������� LINE .L I CHECKED: JV CHECKED: JV Development Consultants I 06-08 SIGN LEGEND OA NO CHANGE REQUIRED TO EXIST. SIGN & SUPPORTS Q REMOVE EXIST. SHEET SIGN & SUPPORTS © RELOCATE EXIST. SIGN ON NEW POST(S) p p r OD NEW SIGN AND POST(S) 00 C p + QE DECORATIVE STREET NAME SIGN O + cc ;N PAVEMENT MARKING LEGEND V--4 '� •-� '�'� +� LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES O _ . LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES CrJ LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES ® LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES - TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES 31 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) ® TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW 131ST STREET LINE, EPDXY, SOLID, WHITE 4 INCHES LINE "A"---' _ ® LINE, EPDXY, SOLID, YELLOW 4 INCHES w Z H 0..4 � w I � I R1-1 870P o O .. p O O + + R6-3 ♦ CL + + x_ � + C\2 R2-1(45) ^Mw C\2 C\2 En C\2 C\2 C�2 123+43 �...� •--� i ---_-- O 122+36 124+00 O c .....1, Cq + _ 131ST STREET [�--� o LINE *A.—,-*, cn { �I + +I +I W a 126+20 C - i r .............. , E Q 125+21 4' Min. 126+17 (Typ ) C &QD 126+67 Q' R1=1 Lj Q/ m cn EISI R6-3 LO 01 _ D O n /M O I � � I . ��o����°, �° ���������� "��,,,, CITY Y OF �,�AR��EL HORIZONTAL SCALE GRID 1"=30' Y N� �y J Ec�cc RECOMMENDED N/A J Q ' P ����srERFO ,p� 0-27-08 131 ST STREET VERTICAL SCALE DESIGNATION 'c m FOR APPROVAL cry N/A Irma- NO. = DESIGN GINEER DATE I DITCH RD. TO ►�D INGIVIILL R w ® o' 10809004 �_ DESIGNED: BE DRAWN: TB PAVEMENT ElVV�El� 1 l�'lti l`�I �a l� i�l� TG SURVEY BOOK 24 T—.fT 66 _ T STATE OF .; DESIG jj �P t� CONTRACT PROJECT U ,� F� AND I ANP ��� L1� _ 06-08 oL z Transportation& Uz= i L �° Development Consultants """"� ON CHECKED: JV CHECKED: JV —_ X oE:�-; p O O O O O cat M O � SIGN LEGEND CHANGE + R MOVEEXIST. SHI SUPPORTS SHEET SIGN & SUPPORTS I`- © RELOCATE EXIST. SIGN ON NEW POST(S) �I O DECORATIVE STREET NAME SIGN 0 I I PAVEMENT MARKING LEGEND +) O +I LINE, THERMOPLASTIC, SOLID WHITE, 4 INCHES LINE, THERMOPLASTIC, DOTTED WHITE, 8 INCHES, 2' LINE, 2' GAP �y"- ca 131ST"STREET P-4 123 TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH, YELLOW, 12 INCHES - LINE A - - � LINE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 24 INCHES UNE, THERMOPLASTIC, SOLID WHITE, CROSSWALK, 6 INCHES W LINE, THERMOPLASTIC, SOLID YELLOW, 4 INCHES ® TRANSVERSE MARKING, THERMOPLASTIC, STOP BAR 24 INCHES 31 TRANSVERSE MARKING, THERMOPLASTIC, WHITE YIELD LINE, 27 INCHES a ® TRANSVERSE MARKING, THERMOPLASTIC, WORD (ONLY) C ---- - ® TRANSVERSE MARKING, THERMOPLASTIC, LANE INDICATION ARROW x I; LINE, EPDXY, SOLID, WHITE 4 INCHES 128+34 LINE, EPDXY, SOLID, YELLOW 4 INCHES 11 Ll ,' R2-1(45) I I I I + + + M+ + �. O C + ---. w + co _ ------ ----- r-1 I B OM-3L (OM-3L) (OM-3R) ( ) (OM-3R) 131ST STREET E- 4 LINE "A E"k 7j(OM-3R) OM-3L) ( B OM-3R) � � (OM-3L) W B B W a n I p O p O O R2-1(35) .. + + + / ............. T__� __ __ ------------------------------------------------------------------------------------------------------------------ — ------ Nt -------------------- -------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------- cn 00 C�l co 131ST STREET (R4-7) - - - __ LINE "A" - - - . -i A A \\ \ \ 144+01 E 147+48 C a°,. C' ................- -" YIELD \� r' W3-24 \ SUB-DIVISION �'>• - \ Q SIGN 146+00 Z C 4' Min. W2-6 ,- ! '° R1-2 �\ I (TYP•) [� 144+12 C &@ ! 144+60 i I I o R1-1 fi z /— _ W16-8- SPRIN_GMILL ROAD; END PROJECT o w13-1 STATION 147+75 �cn I � w� D - o \Top Q� ii Q) cn I � � ai M N _ R6-3 -- �+ CITY ' ------ - I HORIZONTAL SCALE BRIDGE FILE Y U,� ,�.�.��� y J. ECG'% OF �AR 1"=30' N/A PO �G\STE)y . RECOMMENDED 131ST STREET Q '6 FOR APPROVAL 6-27-08 VERTICAL SCALE DESIGNATION NO DESIGN GINEER DATE j j DITCH RD. TO SPERINGMILL RD. �� N/A �w ' . /o' 10809004 Lu -- -- —,�� !_--T�T�e- SURVEY RVEY BOOK SHEETS w o STATE of ? DESIGNED: BE DRAWN: TB PAVEMENT MARKING & SIGNING 1 25 of 66 `' ° Transportation& "����,,, O N A L °° N Development Consultants CHECKED: JV CHECKED: JV Lll�l E 141 CONTRACT PROJECT 06-08 I � O I I O O I I c I � O I I - I I I I LEGEND I I O-J�D DROP INLET PROTECTION 4 j @L- $ TEMPORARY SILT FENCE I - I i I I I I I I I i I I I •. 6 I I I I ' I I I I I I ' I I I I I I I •, I I I I I I I j I I C I i j I ,• I I I 4 .+ ............. o Fill, r-�I i - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - � - - - - _ _ — � - - - - - - - - - - - - - - - ------------*7 -..�77---_----T------_- --- - -- - .4 - -- - -- - - - - - - -- - - - - -- -- - - - -- - ----� ---------- 4 ------------------------ ------------ ' .. 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DO O "• ••• ••• •••• Q� DROP INLET PROTECTION .. ... r-I 64 � TEMPORARY SILT FENCE I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - " W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JL --------- -------------------------------- 6 •'',.........'.T'f T.-.-.T T.'-.7T T." -- - -- -.-.----T Tr.7 T T."1-------.-------i- ------T---.T--T----1T---T Tf 17TT!-'i-{TT�Ti"i{TTi-'.7TTi-'-iT Ti-,-.T Tfi7T T-TTTrY-iTTi-.TTT�i i TT Tr-i T Tom.ITT------T rI'ITY.T L A, - O + + + + C S 1 I I I I� I 1 I 52+00 - - - - - - - - - - - - - - � - - - - - - - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I: I I' I I: F-' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E I I. - - - - - - -- - --- - - - - - - - - - - - - - - - I I: --- -- ------ -------------- ----- -------------- -------- --- -, .•••' ' --------- ---- ----------- -------------------- -- ---- --- ---- I: 1�1 I; I I: 51+00 cn � I I I: l� '� i i I '• Q • • I . 50+00 I a_cn S v� o ,5 J \ w i I w E 0 �`n ° Q U O'pcj �I O CITY OF -CAREL -' °���Y�����/������ C��'' HORIZONTAL SCALE BRIDGE FILE Y v I � J Q C/l� w�, e ii ° �pksrFq �F,p " RECOMMENDED 1 "=30' NSA i�w v ``` NO. �� �� FOR APPROVAL 6-27-08 131ST STREET I VERTICAL SCALE DESIGNATION N - DESIGN GINEER DATE L DITCH RD. TC kSPRINGMILL RD. - w ' . _ 10809004 - --------_- - --__ __--I - N/A W LLJ °QZ STATE OF DESIGNED: BE DRAWN: TB SURVEY BOOK SHEETS J� i 1 • •1 Fss pIAN �� 27 of 66 X oE� , " ���,���� EROSION CONTROL DETAILS P CONTRACT PROJECT Transportation %,, NAL CHECKED: JV CHECKED: JV Development Consultants um��I'���u�un'��1°`�°`°� � 06-08 LEGEND n 1404 LO cc h OJD V-1 TEMPORARY INLET PROTECTION V-4 .-4 . TEMPORARY SILT FENCE I• + .... • + 4 I•• , i i 4 I I ' I , I I I Ll — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W W I I I V \I \ I I I • I la I i • I I , : • I I • I I � 0 + �j I I •: �d LO c� C\2 C\2 c\2 I C\Z C\2 c\2 O I I 6 4 + -••- 4 ... .... I I .- O I I ... . .. I � C\2 lI � I \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '—_--�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — - - - - - - - - — — — — — — — - - r, 1•--1 I -------------- . . ..... ........ . ...... ............. ............ . ..................... . ... _- -__--- •.•...... U) ... .... .... . . ... ................................................ z x 11� ... Q 4 . , I . •• L I I U II J �V II kv: o= m U I I� II j I I C a> I I. I m Q)cr) ~ I II IM � II w I o CITY OF �A� � r--- -- + -- HORIZONTAL SCALE BRIDGE FILE � >�z J. EC mio O F '% RECOMMENDED ~I w N �P .���`srER `r,p 131ST STREET I 7"=3o N/A Fo 6-27-08 VERTICAL SCALE DESIGNATION FOR APPROVAL _ NO. DESIGN GINEER DATE DITCH RD. TC_ ENCIVIILTJ FAD. ! N/A w 10809004 W = — — __-- —_-=_ - SURVEY BOOK SHEETS � o Q Z STATE AOF ? DESIGNED: BE DRAWN: TB Li Wzo ,,ss� ���, EROSION CONTROL DETAILS 28 of 66 • CONTRACT PROJECT w �� Development Chou tams ""''��� L `'� CHECKED: JV CHECKED: JV �_ w A — 06-08 x o w� r-,i�ion,�i�wno��� O p O R + + R C\2 CQ + : ! LEGEND •. ... �,, �- ....................................... ..............`�%................... . I . ................. .............................. . ,I C\2 i 6 - DROP INLET PROTECTION I I I I TEMPORARY SILT FENCE - - - -- - - - - - - - - - E­4 r -7- - - - - - - - - - - - - - - - - - - U I ... .... ......... ... . . ... . .. ... .... .... ... ---_- 1===� ________ ____________________________________________________________________________ -- ------ ———— F I I I I I � I O R �� • M� � � aJ 1 ' .... 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V) i� r Y � a- v I iST} La 0 Z 0 Ea- I cn 01 o= �v I� a a� c N ° m A M U U w� IM % CO CD ��T �� � �� � I HORIZONTAL SCALE BRIDGE FILE Q � �srE c�cc RECOMMENDED 1 �-, �-, ��+,j i 1„-30' N/A /� , �� � RFo �P� % g_27_pg 131ST STR E1. VERTICAL SCALE DESIGNATION Imw FOR APPROVAL NO DESIGN GINEER DATE DITCH RD. TO SPRINGMILL RD. _� N/A Q _ _)0 10809004 LU = — - — SURVEY BOOK SHEETS wa_ w > • F STATE AOF ? DESIGNED: BE DRAWN: TB 29 of 66 Z_ EI�OSI�N CONTROL DEVILS o Q z , 5�,� CONTRACT PROJECT LLJ ,, w w o Transportation& �� N A L J� CHECKED: JV CHECKED: JV Development Consultants ��'""' 06— City of Carmel ` - . ++ + _' SFR�,G ' 'a 4 �- BROOKSTON SILTY T (Extraterritorial Jurisdiction) , DR C r r i � � ,- _ CLAY LOAM (Br) MIAMI SILT LOAM (MmC2) ° ( '"� ` '�` This nearly level soil is in depressions, on This moderate) sloping soil is on knobs 180081 , y y P 9 �" " , -�,` . flats, and in narrow drainaaewa s between and break ., y s along streams and c better drained soils on broad, undulating drainageways on uplands. •- i --- � '� ;,: _ r to 12 o. '_ ,. plains. Slopes are 6 percent. Runoff is � ....`.,�.. � . , � .� `•�. •p, Slopes are 0 to 2 v, s rr. .o h_�r r`� �» , pes percent. Runoff is very medium. Severe erosion is the main P ROJECT .x P1Y C ` . , , `` slow. Wetness is the main limitation.�Y ¢'� - �. �;_ •� � '��:. _ `.�� , '�`� '�-�`� `� o limitation. CL AR EA CROSBY SILT LOAM CrA MIAMI SILT L Q ZONE A I UETAILyED STUDY f ' ` - j1 LOAM (MmB2) ST ' This nearly level soil is on broad plains, This gently sloping soil is along G�F��,�En sru�r - Jrr� on ridge tops in rolling areas, or in low draina ewa s that corss areas of w . ,3,5T ST A , _ - + h; �.f �. ,, , ,; drainagewcys, somewhat poorly drained Crosby soils. drain � ,'. - L" `-` ¢ J E C T Slopes are 0 to 2 percent. Runoff is Slopes are 2 to 6 percent. Runoff is 131st S T A 7 � `4 .._ �� ,,,,,�.�,, ---, _. ' . P F,FFTWOOn °, ; HEAILEY ei o cr , - --, }^ slow. Wetness is the main limitation. medium. Moderate erosion is the main L CREEK o I ' '>�- I'"� "t' ►- '' ' � � rA • limitation. "I, '4 6 r GZ ZONE X ' ^i°I • _ �,`,�.PSY ^`, TERPTNIS /,t rL '"' - �fA' ��'• Ist _ 1,. •'.•• 1_ '' 4 '}, " L�. ' r,• �.. , yi Q NO T71Na 5� v r C SHOALS SILT LOAM (Sh) S h _ r This near) level soil is on flood ood plains or ZONE X - AREA OUTSIDE OF THE 500 YEAR FLOOD PLAIN WITH MINIMAL FLOOD HAZARD �'y' �"'' r �' ' ;'` ' ' narrow valleys along small streams. ZONE A -SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 YEAR FLOOD (NO BASE FLOOD ELEVATIONS DETERMINED) Slopes are 0 to 2 percent. Runoff is ZONE AE AREAS WITHIN THE 100 YEAR FLOODWAY A g slow. Seasonal high water table and LA131 flooding are the main limitations. EROSION CONTROL PLAN INDEX A3 - NARRATIVE DESCRIPTION EROSION CONTROL PLAN INDEX (CONT. EROSION CONTROL PLAN INDEX (CONT.� ROAD RECONSTRUCTION ALONG 131 ST ST. WITH PROPOSED CURB & GUTTER, RECREATIONAL PATH, STORM SEWER, ASPHALT ROADWAY AND SODDING. PROJECT A20 - PLANS FOR ANY OFF SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT B8 - STORMWATER OUTLET PROTECTION MEASURES LIMITS ARE FROM DITCH RD. TO SPRING MILL RD. WITH ROUNDABOUTS PROPOSED FOR NO ACTIVITIES ANTICIPATED. THE 131ST ST. / DIT% SHOWN ON PLANS. ITILl7 H RD. AND 131ST ST. / CLAY CENTER RD. INTERSECTIONS. _E OUTLET PROTECTION PER CHAPTER 7 OF THE ISWQM. ADDITIONAL ROADWORK IS PROPOSED ALONG CLAY CENTER RD. 550 FEET SOUTH OF A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW DISPOSAL AREAS B9 - GRADE STABILIZATION STRUCTURES 131ST ST. BORROW MATERIAL FOR THIS SITE WILL BE OBTAINED FROM THE NORTHWEST CORNER NOT RE UIR OF 131ST ST. AND TOWNE ROAD. A SWPPP WAS SUBMITTED FOR THIS LOCATION, Q ED ON THIS PROJECT A5 - LEGAL DESCRIPTION OF SIT E "131ST STREET AND TOWNS ROAD STOCKPILE". B10 - LOCATION THE PROJECT SITE IN HAMILTON COUNTY IS LOCATED IN SECTION 27, TOWNSHIP 18 DIMENSION. SPECIFICATION. AND DETAIL OF STORMWATER QUALITY MEASURE NORTH, RANGE 3 EAST AND IN THE EAST HALF OF SECTION 28, TOWNSHIP 18 NORTH, LOCATIONS SHOWN ON PLANS. USE INGOT STANDARD SPECIFICATIONS AND ISWQM. RANGE 3 EAST IN THE CLAY CIVIL TOWNSHIP IN THE CITY OF CARMEL, INDIANA B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THERE IS POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY INCLUDING B11 - TEMPORARY SUSTANDARD SPECIFICATIONS A7 - HYDROLOGIC UNIT CODE DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS AN USE INDOT STANDARD SPECIFIGAe IONS AN® DETAILS. 05120201090060 ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. IT IS UNAVOIDABLE FOR A SMALL AMOUNT OF THESE POLLUTANTS TO A8 - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS CONTAMINATE SOIL IN THE GRADING AND CONSTRUCTION OF THE SITE. THERE IS ALSO POTENTIAL B12 - PERMANENT SURFACE STABILIZATION DNR FLOODWAY CONSTRUCTION PERMITS ARE REQUIRED FOR HENLEY AND WILLIAMS CREEKS IN ADDITION FOR SOLVENTS, PAINTS, SOLID WASTE AND DEBRIS FROM CONCRETE PLACEMENT. LOCATIONS OF SOD ARE SHOWN ON PLANS. USE INDOT STANDARD TO OUTLET AND CROSSING PERMITS FOR HENLEY AND WILLIAMS CREEKS WITH THE HAMILTON COUNTY SPECIFICATION AND DETAILS. SURVEYOR'S OFFICE. IDEM SECTION 401 WATER QUALITY PERMITS ARE ALSO REQUIRED FOR ALMOND B2 - SEQUENCE OF STORMWATER QUALITY MEASURE IMPLICATION DITCH, HENLEY CREEK, AND WILLIAMS CREEK. PRE-CONSTRUCTION ACTIVITIES B13 - MATERIAL HANDLING AND SPILL PREVENTION 1 . DESIGNATE A RESPONSIBLE PARTY FOR COMPLYING WITH THE ONSITE STORM WATER POLLUTION PREVENTION SPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILL GUARDS IN EQUIPMEMT A9 - SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE SITE PLAN (SWPPP). COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2 PARKING AREAS. MATERIAL HANDLING SHALL BE PERFORMED AS RECOMMENDED BY THE STORMWATER DISCHARGES WILL OCCUR INTO ALMOND DITCH AT STR. 162 (110+90) AND STR. 167 RAINFALL AND/OR A MINIMUM OF ONE TIME PER WEEK. MANUFACTURER. ON-SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGE (112+08), INTO HENLEY CREEK AT STR. 203 (133+19) AND AT STR. 207 (136+42), AND INTO 2. NOTIFY IDEM RULE 5 COORDINATOR (317-233-1864) AND THE CARMEL STORMWATER ADMINISTRATOR, CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANY HAZARDOUS WILLIAMS CREEK AT STR. 219 (141 +60). AMANDA FOLEY (317-571 -2441 ) WITHIN 48 HOURS OF STARTING CONSTRUCTION. CONTRACTOR SHALL MATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY A TRAINED SUBMIT SWPPP PER INDOT STANDARD SPEC. 108.04 & SECTION 205. INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL A10 - LOCATION AND NAME OF ALL WETLANDS LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE 3. POST THE CONTACT INFORMATION OF THE RESPONSIBLE PARTY FOR THE SWPPP AND A COPY OF THE IDEM REGULATIONS. ALMOND DITCH CROSSES 131ST ST. AT 111 +50, HENLEY CREEK CROSSES 131ST ST. AT 135+25, AND N01 ONSITE. THE SWPPP SHALL BE ONSITE AND WEEKLY REPORTS NEED TO BE AVAILABLE WITHIN 48 INDIANA DEPARTMENT OF NATURAL RESOURCES 3 WILLIAMS CREEK CROSSES 131ST ST. AT 139+55. ( 17)233-3870 HRS OF A REQUEST. CARMEL FIRE DEPARTMENT (317)571 -2600 All - IDENTIFICATION OF ALL RECEIVING WATERS PROJECT CONSTRUCTION SEDIMENT POLLUTION FROM SITE DISTURBING ACTIVITIES SHALL BE REMEDIED BY EROSION 4. HOLEY MOLEY SHALL BE CONTACTED 48 HOURS PRIOR TO STARTING CONSTRUCTION. CONTROL MEASURES. ALL SOLVENTS, PAINTS, AND SOLID WASTES SHALL BE PROPERLY THE DISCHARGES FROM THE STORM SEWER SYSTEM ARE ALMOND DITCH, HENLEY CREEK, AND 5. INSTALL TEMPORARY SILT FENCE AT LOCATIONS SHOWN ON PLANS. DISPOSED OF IN ACCORDANCE WITH BMP CN-105 AND BMP CN-106 FROM THE CITY OF WILLIAMS CREEK. 6. INSTALL TEMPORARY INLET PROTECTORS AS SHOWN ON THE PLANS IMMEDIATELY AFTER THE CARMEL STORMWATER TECHNICAL STANDARDS. A CONCRETE WASHOUT AREA SHALL BE Al2 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER RESPECTIVE PROPOSED STRUCTURES ARE INSTALLED AND PRIOR TO CONSTRUCTION ACTIVITY UTILIZED AS SHOWN, PROPERLY MAINTAINED AND REMOVED AT THE CONCLUSION OF ADJACENT TO EXISTING STORM SEWER STRUCTURES. INSTALL ALL PROPOSED STORM CONCRETE ACTIVITIES WITH DISPOSAL AT AN APPROVED WASTE SITE. PROPOSED UNDERDRAIN SYSTEM (SEE TYPICAL SECTION AND CROSS SECTIONS) SEWERS BEGINNING AT THE DOWNSTREAM END WITH SUMP TYPE STRUCTURES. A13 - 100 YEAR FLOODPLAINS FLOODWAYS AND FLOODWAY FRINGES 7. PERFORM NECESSARY EXCAVATIONS AND REMOVALS PER PLANS. B14 - MONITORING AND MAINTENANCE GUIDELINES PER FEMA COMMUNITY PANEL 18057CO206F, EFFECTIVE 2/19/03 (SEE MAP), MOST AREAS WITHIN 8. GRADE SUBGRADE TO PROPOSED PROFILE AND PEFORM SPECIFIED SUBGRADE TREATMENT. MONITORING AND MAINTENANCE SHALL BE IN ACCORDANCE WITH INDOT STANDARD THE PROJECT LIMITS LIE WITHIN ZONE X, HOWEVER AREAS NEAR HENLEY CREEK (135+25) AND 9• INSTALL UNDERDRAIN SYSTEM. ANY NECESSARY DEWATERING ACTIVITIES SHALL UTILIZE A SC-DW SPECIFICATIONS. WILLIAMS CREEK (139+55) LIE WITHIN ZONE A AND ZONE AE. 46 Z FLOGARD (TM) DEWATERING BAG OR APPROVED EQUAL. 815 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS 10. PLACE SPECIFIED PAVEMENT SECTION AND INSTALL CONCRETE CURB & GUTTER. NOT APPLICABLE. A14 - PRECONSTRUCTION AND POST CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (100 YR STORM) 11 . GRADE RECREATIONAL PATHS AND ADJACENT AREAS. INSTALL PROPOSED PATHS. COMPLETE REMAINING IMPROVEMENTS. Cl - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE A COMPARISON OF THE PEAK DISCHARGES AT LOCATIONS LEAVING THE PROJECT LIMITS INCLUDE 12. TEMPORARY SEED ALL DISTURBED AREAS WITHIN FOURTEEN DAYS. THERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH VEHICLES PET INCLUDING FUEL, HYDRAULIC 10-YEAR & 100-YEAR RATES OF 10.87 CFS/16.32 CFS (10-YR) & 16.19 CFS/24.29 CFS (100-YR) POST CONSTRUCTION ACTIVITIES FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. AT 111 +34 LT; 2.21 CFS/3.63 CFS (10-YR) & 3.30 CFS/5.41 CFS (100-YR) AT 111 +68 LT; 6.83 13• STORMWATER POLLUTION PREVENTATIVE PRACTICES SHALL REMAIN IN PLACE UNTIL C2 - SEQUENCE DESCRIBING CFS/13.13 CFS (10-YR) & 10.17 CFS/19.54 CFS (100-YR) AT 135+03 LT; 1 .82 CFS/3.19 CFS VEGETATION IS SECURE. SEDIMENT WILL BE REMOVED FROM SEDIMENT CONTROL Q STORMWATER QUALITY MEASURE IMPLEMENTATION (10-YR) & 2.71 CFS/4.75 CFS (100-YR) AT 135+28 LT; 4.24 CFS/6.19 CFS (10-YR) & 6.32 PRACTICES AFTER THE SITE IS PERMANENTLY STABILIZED. STORMWATER QUALITY MEASURES ARE IMPLEMENTED WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS. CFS/9.22 CFS (100-YR) AT 139+72 LT. C3 - DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES B3 - CONSTRUCTION ENTRANCE Q POST CONSTRUCTION STORMWATER POLLUTANTS SHALL BE DETAINED IN THE CATCH BASIN Z 15 - ADJACENT LANDUSE CONSTRUCTION ENTRANCES FOR THIS LINEAL PROJECT SHALL BE DETERMINED BY CONTRACTOR STRUCTURES PRIOR TO THE STORMWATER QUTLETTING g INTO ALMOND DITCH, HENLEY CREEK, OR LANDUSE IS SINGLE-FAMILY HOUSING ALONG THE PROJECT. AT AWARD OF BID. WILLIAMS CREEK. AQUA-SWIRL STORM QUALITY UNITS SHALL BE USED AT THE OUTLET LOCATIONS A16 - BOUNDARIES OF DISTURBED AREAS B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS SHOWN ON THE PLANS AT ALMOND DITCH, HENLEY CREEK, AND WILLIAMS CREEK. Z CONSTRUCTION LIMITS SHOWN ON THE PLANS SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD DRAWINGS C4 - LOCATION DIMENSIONS SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS QUALITY MEASURE A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER SHOWN ON PLANS. REFERENCE INDOT SPECIFICATIONS AND STANDARD GRASSES WITH SMALL TO LARGE DECIDUOUS TREES. DRAWINGS LOCATION OF WATER QUALITY MEASURES SHOWN ON PLANS AND DETAILED IN STRUCTURE DATA TABLE. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS B6 - STORM SEWER INLET PROTECTION MEASURES C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES o SEE MAP SHOWN ON PLANS. UTILIZE GEOTEXTILE FABRIC DROP AND STONE BAG CURB INLET PROTECTION THE CITY OF CARMEL WILL MAINTAIN THE STORM SEWER SYSTEM AND INSPECT PER THE CITY'S °^ A19 - LOCATIONS. SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS (ISWQM). SCHEDULE. MAINTENANCE WILL INCLUDE CLEANING DEBRIS FROM THE CATCH BASIN STRUCTURES. �s PROPOSED STORM SEWER SYSTEM THROUGHOUT PROJECT SHOWN ON PLANS. B7 - RUNOFF CONTROL MEASURES STREET SWEEPING WILL OCCUR ON A WEEKLY ON OTHER MAIN STREETS. THE AQUA-SWIRL STORM �N -j p QUALITY UNIT SHALL MEET THE MAINTENANCE SCHEDULE PROVIDED. NOT REQUIRED ON THIS PROJECT Q/00 X 00 1 X z ,Z J�Q'2D �. 0 C(Q 0 ���� ✓ � CARMEL HORIZONTAL SCALE BR(DGE FfLE uraii .. .. �Q��GsrERIF,p� RECOMMENDED _ NSA NSA FOR APPROVAL 6-27-08 1 R31 ST STREET NO• "" VERTICAL SCALE DESIGNATION z >-�� _ - DESIGN GINEER DATE DITCH RD. TO SPRINGMILL RD. � N/A W 0 0 aZ = 10809004 w �J� STATE OF ? DESIGNED: BE DRAWN: TB - SURVEY BOOK SHEETS s NDIANP EROSION CONTROL 30 of 66 '' S/ �� X��� Trans ortation& ONA L ��\ p CHECKED: JV CHECKED: JV CONTRACT PROJECT Development Consultants 06-08 PAVEMENT Q AND APPROAC TABLE SURFACE z HMA MATERIAL FOR ROADS AND PATH HMA COMPACTED BEYOND R/W LINE - HMA MATERIAL FOR COMPACTED AGGREGATE m M w W o FOR L) z W z z w z U w a a = U ° DESCRIPTION o o Q o =� Q J GRADE EXCAVATION u- W z a z W z a z < x �a x o o a o w I < - ►- I r~ c� u� FOR -J s,� Z w Q W � = APPROACHES - w o - N - w o wo w w BASE NO. 53 SURFACE V) MAILBOX LOCATION (APPROACH TYPE 3 W M N W 3 a W N x U a N Z m z�o N zm Q Y Q REMARKS a � a CL U � o - - - a � a � U < NO. 73 ; LOCTION OR CLASS) J ° °° � m (n z M 2 s w w i2 0 ap - - �- /y I- U DEPTH DEPTH pct a o CL Ib/ d Ib d to N � v _ !J a U 1 2 3 CUT FILL Q 165 385 165 275 715 330 165 275 6" 8" 5" _ z ft ft ft ft TON TON yd % % % yd yd yd TON TON TON TON TON TON TON TON TON TON TON TON Sq. Ft. Sq. Ft. TON TON TON TON TON TON TON TON o LINE „A„ _-_ -- -- -- ., ,. LINE A 95+18 LT. CLASS 1 12 32 10/10 5.2 +8.3 +3.3 42 14.0 3.0 X ' 95+36 LT. 99+42.5 LT. CLASS 1 12 32 10/10 +2.0 -0.6 49 16.2 X 99+62 LT. 108+24 LT MOD. CLASS 1 12 39.5 15/15 21 .5 4.3 4 -5.5 -0.2 33 1 3 15.3 _ XX 108+70 LT. 114+10 LT. MOD. CLASS 1 16 24 35/25 6.5 -4.2 +0.6 86 28.6 6.5 X 113+68 LT. 117+02 LT. MOD. CLASS 1 14 37 25/25 13 7.6 -3.1 70 23.4 7.6 X 117+38 LT. 121 +57 RT. CLASS 1 12 35.5 10/10 16.5 8.2 +8.0 0.0 31 10.4 8.2 _ x 121 +38 RT. 123+67 LT. STREET APPROACH 24 100.6 40/40 +2.1 _ _ QUANTITIES INCLD. W/ MAINLINE 126+42 RT. STREET APPROACH 26 44.7 40/40 +1 .0 _ _ _ QUANTITIES INCLD. W/ MAINLINE 126+74 LT. CLASS 1 12 35 10/10 11 6.4 +5.8 -2.2 38 12.6 6.4 _ _ _ _ X 126+92 LT. 128+85.5 LT. CLASS 1 12 43 10/10 19 8.3 7 +8.3 +0.9 38 2 5 20.9 X 129+04 LT. 130+17 LT. CLASS 1 12 39 10/10 15 8.3 7 +8.3 +2.2 46 2 5 23.5 _ _ X 130+36 LT. 130+50 RT. CLASS 1 12 29 10/10 15 6.7 6 -6.0 -7.3 24 2 4 14.9 _ _ X 130+35 RT. 130+80 RT. CLASS 1 12 31 10/10 17 7.7 6 -6.0 -11 .9 24 2 4 _ 15.9 X 130+65 RT. 132+10 LT. CLASS 1 12 24.5 10/10 -2.8 40 13.2 X_ 132+20 LT. 133+67 RT. CLASS 1 13 48 10/10 34 17.0 14 -6.0 -10.5 27 4 10 25.9 _ X 133+48 RT. 135+70 LT. CLASS 1 12 53 10/10 25.5 10.0 8 -6.0 -11 .2 0.0 46 2 6 25.4 _ _ X 135+85 LT. 136+11 RT. CLASS 1 12 52 10/10 38 22.2 -6.0 -12.0 0.0 25 8.2 22.2 136+61 LT. CLASS 1 12 32.5 10/10 8.5 3.3 3 -4.0 38 1 2 15.9 __ _ X 136+79 LT. 137+73 RT. CLASS 1 20 34 10/10 20 14.7 12 -4.4 37 4 8 26.9 137+74 LT. CLASS 1 14 29 10/10 10 5.3 4 +0.2 36 1 3 17.3 138+76 LT. MOD. CLASS 1 20 37.3 10/10 9 4.3 12.7 -3.8 86 28.6 _ _ _ _ X 138+47 LT. 144+33 RT. STREET APPROACH 23.5 40 40/40 -2.0 QUANTITIES INCLD. W/ MAINLINE LINE „PR-S-1 -A„ - -- - -- --- - -__ - --- -- ' -- --� „PR-S-1 -A„ 51 .5+12 LT. STREET APPROACH 14 56 40/40 _ _ +2.0 +0.9 _ _ _ _ _ X 51 +75 LT. QUANTITIES INCLD. W/ MAINLINE 52+68 RT. CLASS 1 12 75 10/10 26.8 10.6 +1 .1 -5.1 83 27.5 10.6 _ _ _ _ ' X I ' 52+39 RT. 53+23 RT. CLASS 1 12 84.4 10/10 10.8 5.9 +1 .8 -4.0 1 106 35.2 5.9 X� 53+32 RT. LINE 99S-2-A" - --- - - 52+37 LT. CLASS I MAINLINE 2016 360 8732 4032 PATH 753 1136 2297 E 1 r i V) z Q J a_ O - _ U 0 z -- - 0' d N I 2 H N (n - --- ----- - ` O O Q%Jp e- x >Q I --- _-� x �Z Y CITE ��' �AR �L J a o �{ J. FC HORIZONTAL L I IL maaN °�Q� GISTERF�F,p`'% RECOMMENDED STREET N/A N/A N0 FOR APPROVAL 6-27-08 1 1ST ,�TR � T VERTICAL SCALE DESIGNATION MILL RIB. N/A cn z = DESIGN GINEER DATE DITCH RD. TO SPRING _ Z w �� , 0 10809004 _ - SURVEY BOOK SHEETS of cn o Qz -n STATE OF DESIGNED: BE DRAWN: TB U Fs !N�i aNa (�- O 31 of 66 Cf�- APPROACH TABLE bi bi Ed Ed�JD � NAL � �"�� CHECKED: JV CHECKED: JV CONTRACT PROJECT x�o E m Transportation& %'� ���;���������������������� 06-08 Development Consultants SIGN SUMMARY - NEW A N _ RELOCATE SIGN SUMMARY NEW AND RELOCATE p 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 ga. Z DESCRIPTION SIGN SIGN POST, SQUARE, WITH REINFORCED ANCHOR BASE LENS SHEET STREET SIGN DECORATIVE SHEET AND OFFSET ENCAPSULATED DECORATIVE RESET SIGN SHEET SIGN ( TYP. 1) 2 1/4" X 2 1/4" X 12 ga. DESCRIPTION �`' = SIGN CODE SIGN SIZE THICKNESS 0.080 ASSEMBLY SIGN RELOCATION POST REMOVAL OF POST POST w SIGN CODE SIGN SIZE LENGTH TOTAL F- LENS SHEET STREET SIGN DECORATIVE SHEET AND No. OF POST w o. OF POST N LOCATION J �? = THICKNESS 0.080" ASSEMBLY SIGN RELOCATION POST REMOVAL I OF POST POST LENGTH inch x inch SQ. FT. EACH EACH EACH EACH FEET EACH FEET N LOCATION J 0 inch x inch SQ. FT. EACH EACH EACH EACH FEET EACH FEET LINE 126+67 X R6-3 24 X 18 3.00 _ Divided Hi hwa to be mounted with Sto Sign • 93+36 X W2-6 30 X 30 6.25 _ - 14 2 28 Roundabout Ahead -- 12 Speed Limit 128+34 X R2-1 45 1 12 _ 1 _ X W16-8 43 X 9 2.69 Street Sin _ 134+70 X OM-3L 1 X W13-1 15 18 X 18 2.25 Seed Limit __ -.___�_ _____ -__- Remove Existing Sign and Post 135+19 X OM-3R Remove Existing Sign and Post 95+50 X R2-1 40 1 13 1 13 Seed Limit 135+45 X OM-3L -- --- -° X W11-1 1 Bike Route - - 1 ' Remove Existing Sin and Post 55 X SIGN 135+48 X 0M-3R Remove Existing Sin & Post 1 Remove Existing Sin and Post 95+ 1 - - 138+35 X R4-7 24 X 30 5.00 11 1 11 MOT Transition 96+03 X W11-2A 30 X 30 6.25 12 1 12 Pedestrian Crossing Kee Right bol 139+20 X 0M-3R _1 _ _ Remove Existing Sign and Post 96+37 X R1-2 36 X 36 X 36 4.50 11 1 11 Yield 139+24 X OM-3L 1 _ Remove Existing Sign and Post 96+50 X SIGN 1 Remove Existing Sign & Post _ --- - - _ 96+87 X R6-1R 36 X 12 3.00 139+81 X OM-3L 9 9 One-Way 1 _ _-� _ Remove Existing Sin and Post 97+57 X STREET NAME 1 - - -- --- _ 139+96 X OM-3R DITCH ROAD 1 Remove Existing Sin and Post 1 - - - - _ 144+01 97+75 X R6-1R 36 X 12 3.00 g 9 X STREET NAME 1 - CARDIF DRIVE W 131st STREET 1 8+00 X STREET NAME _ 144+12 X SIGN _ 1 Relocate Existin "Nei hborhood Watch" Si n 9 1 W 131st STREET ------ - 144+60 X R1-1 1 1 11 S 98+24 X R1-2 36 X 36 X 36 4.50 11 1 11 Yield -- - -----r 11.5 -_ .5 Stop i n X R6-3 24 X 18 3.00 ---`- 98+60 X Wll-2A 30 X 30 6.25 12 1 12 Pedestrian Crossing ___�-_____ _ _ Divided Highway to be mounted with Stop Sign 98+90 X R2-1 40 146+00 X W2-6 12 1 12 Seed Limit X W16-8 1 _ 14 _ 28 Roundabout Ahead 14 1 - - -- 1 _ _ 101+24 X W2-6 30 X 30 6.25 _ 2 28 Roundabout Ahead -- -------- _ ___ Street Sign - X W13-1 5 1 Seed Limit X W16-8 43 X 9 2.69 1 Street Sin - - - - - -_ - _- _ --- 146+86 X R4-7 1 ? _ __ Remove Existing Sign and Post X W13-1 15 18 X 18 2.25 - Seed Limit - - - - ------------ ------_____-___ ____ -- -- 147+48 X W3-2A 104+65 X W2-6 30 X 30 6.25 1 125 j _ 1 _ 12.5 Yield Ahead 14 2 28 Roundabout Ahead ------�----- X W16-8 43 X 9 2.69 Street Sin X W13-1 15 18 X 18 2.25 Seed Limit - ---- - _ 105+32 X W2-2 1 Remove Existing Sin & Post LINE "S-2-A" 107+27 X W11-2A 30 X 30 6.25 12 1 12 Pedestrian Crossing 49+80 X W1-7 Remove Existing Sign n and Post 107+65 X R1-2 36 X 36 X 36 4.50 11 1 11 Yield - _ 50+29 X stop Remove Existing Sin and Post 107+84 X STREET NAME 1 W 131st STREET 50+30 X STREET NAME 1 _ W. 131st Street 108+08 X R2-1 40 1 Remove Existing Sin & Post 50+46 X R6-1R 36X12 3.00 9 1 _ 9 One Way 108+13 X R6-1R 36 X 12 3.00 9 1 9 One Way 50+94 X R1-2 36X36X36 4.50 11 1 11 Yield 108+92 X R6-1R 36 X 12 3.00 9 1 9 One Way 51+30 X W11-2A 30X30 6.25 - 12 1 12 Pedestrian Cr _ ossm 108+47 X STREET NAME 1 CLAY CENTER RD. W 131st STREET 51+34 X R4-7 24X30 5.00 11 --Keep Right S bol -- - --- -- 109+37 X R1-2 36 X 36 X 36 4.50 11 1 11 Yield 52+71 X R2-1 (40 12 Seed Limit 109+75 X W11-2A 30 X 30 6.25 _ - ---- -�---- 12 1 12 Pedestrian Crossing 53+70 X W2-6 30 X 30 6.25 - - i4 2 Roundabout Ahead X W16-8 43 X 9 2.69 _ - -�___ Street Sign 111+48 X R2-1 40 -- 1 13 1 13 Seed Limit X WH-1 - X W13-1 15 18 X 18 2.25 Seed Limit 1 Bike Route ---- 112+37 X W2-6 30 X 30 6.25 14 2 "PR-S-1-A" - --- _-L___-_ _- - -- -- 28 Roundabout Ahead LINE _ - --_-- -_- -�-- - X W16-8 43 X 9 2.69 Street Sin 51+25 X W2-6 30X30 6.25 _ 14 _ 2: 28 Roundabout Ahead X W13-1 15 18 X 18 2.25 - Seed Limit X W16-8 43X9 2.69 _ _ _ Street Si n 122+36 X R2-1 45 - 1 13 1 13 Seed Limit - X W13-1(15) 18X18 2.25 _ - _ Seed Limit WH-1 _ - 1 _ Bike Route 53+40 X 12 _ 1 _ 12 Seed Limit - � +43 X R1-1 1 11.5 1 11.5 Stop Sin ' 11 1 11 Kee Right (Symbol) 53+95 X R4-7 24X30 5.00 - -- --- X R6-3 24 X 18 3.00 -�-_ Divided Highway to be mounted with Stop Sin 53+90 X W11-2A 30X30 6.25 12 1 12 Pedestrian Crossing - - 124+00 X STREET NAME 1 SIX POINTS ROAD W 131st STREET Z 54+25 X R1-2 36X36X36 4.50 11 1 11 Yield a 125+21 X WH-1 1 11 1 11 Bike Route _ 54+12 X sto 1 Remove Existing Si N nand Post 126+17 X STREET NAME 1 BRIGHTON AVE. W 131st STREET 54+67 X R6-1R 36X12 3.00 _ 11 1 11 One Wa 126+20 X SIGN 1 11 1 11 Relocate Existinq Sin on New Post 54+81 X Street Name 1 _ _ W. 131st Street 126+67 X R1-1 -- 1 11.5 1 11.5 Stop Sin 54+84 X Wl-_7 ---� --- 1 Remove Existing Sin and Post J o-0- TOTAL 102.76 6 11 4 336 TOTAL -- ---- - - ---- - -- - 70.88 3 10 13 243 Q�J O --- X '- X QZ M��� ����� ����� Cl t Y O i's_� HORIZONTAL SCALE BRIDGE FILE z t�D'(nMs°������ J. � iio�. .. .. Q�o��isTFRFOF�< [FOR ECOMMENDED 1 __ N/A N/A CD a APPROVAL 6-27-08 1 �� STREET NQ VERTICAL SCALE DESIGNATION DESIGN GINEER DATE DITCH RD. TO SPRING MILL RD. N/A Z z o . _ 10809004 w - c� w 0r 0Q~ - ---_--- _ SURVEY BOOK w wZZ STATE OF DESIGNED: BE DRAWN: TB SHEETS o T w w wo Fs ! DI AN SIGN SUMMA 32 of 66 X Trans ortation ONA L CONTRACT PROJECT p CHECKED: JV CHECKED: JV Development Consultants - 06-08 UNDERDRAIN TABLE U D DRAIN TABLE UNDERDRAIN urtderctain Undei-alran _ ( rct�h Type 4 Pipe _ m .� Z Type 4 Pipe ; Type 4 Pipe o L O O Q- p L L C O C `- L .0 p O i m O N N N N N O Vl ; O O 2- .O Z •s N .O m •Q O O D N > C d C C •� O •� O •� O- > = fA { `~ i v- L •C. _ O it -p L N L I✓ H D '0 C m V C '0 •L •L `+O- L m _ LL m v �' s '� o -v .0 m ' - a_ '_ I O v L a> D v `� ° m L (D I c � a� v y- O �' O m t. a> +- I > x rn Q a� D w ° ,_ •� I L -v v 'v w 'v :�- -° I o E t= e� -o L v - L m N N N O � L N L I N J x L L Q L N O ~ •O y- U `O •U f�l 9C3 I O m H L C' a) -�- LT t L C7 L - O O N N O Q L 'O O L I N J x L Ci3 L 4� L �) O L 'O C N fY D •Q N L ._ U) I O > N F- +- L C' N -F _ �- L C7 L .- N 4` Q3 ( L -F- c0 O C M C 2 C O J CL� �- +- N O fY 'O _0 -V N L •- O N I 7 > m H ( L C' O 'C7 I✓ .Q- m I _ -v co o c rn c = c m J �- a� m c� v -v -0 {�5 L •- a� (n i > Q = c (D W a NM rn� = J � O v O I U - -° a cm O ' er (D 3 � _ -�= O Q C N -� i W � � C9 0 i _4r O m 7 W O (/) 3 c m e7 li O d O O a N O C m (n (ft) (yd2) (yd3) (Ton) (%) (Y/N) U Remarks (ft) (yd2) (yd3) (Ton) (%) w (Y/N) U Remarks ft d2 (yd3)_ Toni �� w � ( ) (Y ) (Ton) � ( �) (Y/N) Remarks "A" .686 yd2 per ft. .09yd3 per ft. ,�A» - ---' "PR-S-1-A" 93+00 885.39 N 93+00 885.39 N 51+80 --- 882.05 N 94+00 LT. 100 68.6 9 886.24 N Ca for Future Connection g4+00 RT. 100 68.6 9.0 886.24 N Ca for Future Connection LT. 208 142.7 18.7 153 878.16 53+88 _ -_ _ - 878.66 N 94+00 886.33 N 94+00 886.33 N 51+15 - _383.21 N LT. 187 128.2 16.8 122 885.00 RT. 187 128.3 16.8 121 885.00 RT. 273 187.3 24.6 155 878.16 95+87 885.50 N 95+87 885.50 N 53+88 - - ---_ 878.66 N 95+91 885.50 N 95+91 885.50 N 124 884.68 - --- -- 96+38 LT. 47 32.2 4.2 885.61 N 122 _885.00 96+29 RT. 42 28.8 3.8 0.2% 885.58 N - - _ 96+40 885.55 N 96+33 885.47 N --- LT. 112 76.8 10.1 0.76% 125 884.18 RT. 201 137.9 18.1 0.36% 130 884.65 97+16 886.40 N _ 98+19 884.74 N "S-2-A" 97+72 886.40 N 98+23 884.74 N 51+30 - - - - - -- 886.48 N LT. 121 83.0 10.9 1.07% 131 883.43 RT. 95 65.2 8.6 0.4% 133 883.86 LT. 120 82.3 10.8 0.2% 98+29 885.11 N 99+18 884.36 N 52+50 _ __ ---- 886.72 N 127 885.62 98+33 LT. 88 60.4 7.9 0.94% 885'11 N 134 883.26 99+22 RT. 176 120.7 15.8 884.36 N 136 882.38 51+30 RT. 120 82.3 10.8 0 2% 886.48 N 128 884.90 99+18 884.28 N 100+98 882.88 N 52+50 _--- 886.72 N 99+22 LT. 177 121.4 15.9 884'28 N 137 881.80 101+02 RT. 166 113.9 14.9 882.88 N 139 880.54 100+98 882.80 N 102+68 881.36 N 101+02 LT. 166 113.9 14.9 882'80 N 140 880.20 102+72 RT. 166 113.9 14.9 881.36 N 142 879.22 - 102+68 880.96 N 104+38 879.72 N 102+72 LT. 166 113.9 14.9 880.96 N 143 878.88 104+42 RT. 166 113.9 14.9 879'72 N 145 878.37 104+38 _ 879.64 N 106+08 878.87 N - F-= - -- 104+42 LT. 166 113.9 14.9 879.64 N _ 146 878.03 106+12 RT. 116 79.6 10.4 0.63% 878.87 N -°-° 106+08 878.79 N 107+28 878.14 N 148 877.56 TOTAL 721 494.6 64.9 106+12 LT. 126 86.4 11.3 878.79 - N 149 877.18 107+61 RT. 135 92.6 12.2 1.33% 878'28 N 150 877.80 EROSION CONTROL PLAN INDEX 107+38 878_?0 N - 108+41 _ 878.47 N 107+42 LT. 140 96.0 12.6 1.21% 878'10 N - 108+90 878.47 N 160 874.91 EROSION CONTROL TABLE OF 0 UA 10 8+82 876.40 N 157 875.90 110+93 RT. 258 177.0 23.2 1.19% 875.41 N NTITIES 108+93 LT. 205 140.6 18.5 0.52% 876.40 N 161 874.33 110+97 RT. 60 41.2 5.4 875.41 N 160 874.91 METHOD 110+93 875.33 N 111+57 874.77 N LOCATION TEMPORARY RIPRAP TEMPORARY TEMPORARY 112+10 874.93 N 112+10 875.01 N SILT DITCH CHECK SEDIMENT DITCH INLET 113+33 LT. 124 85.1 11.2 875 72 N 166 874.51 RT. 125 85.8 11.3 165 874.51 _ FENCE TRAP PROTECTION 113+33 875.80 N LINE "A" STR. N0. Ft. TON TON EA. 113+37 875.72 N 113+37 875.80 N -- -- LT. 161 110.4 14.5 169 874.72 RT. 161 110.4 14.5 168 875.30 95+85 LT. 122A 1 114+98 878.15 N 114+98 878.23 N ----- ---- -- 115+02 878.15 _ N - 115+02 878.23 N 91+89 RT. 120 1 116+75 LT. 173 118.7 16.6 880.10 N 172 877.15 116+25 RT. 123 84.4 11.1 879.91 N 171 877..73 97-1-62 RT. - -- 130A 1 104+70 RT. 142A 1 119+90 LT. 58 39.8 5.2 877.56 N 175 875.92 119+40 RT. 108 74.1 9.7 878.06 N 174 876.50 120+48 876.92 N 120+48 877.00 N 123+20 LT. 182A 1 120+52 876.92 N 120+52 877.00 N 124+22 LT. 187A 1 121+73 LT. 121 83.0 10.9 875.67 N 178 874.67 121+73 RT. 121 83.0 10.9 875.75 N 177 875.25 136+42 LT. 207 1 121+77 875.67 N 121+77 875.75 N 137+29 LT. I 212A 1 122+98 LT. 121 83.0 10.9 874.38 N 181 873.62 122+98 RT. 121 83.0 10.9 874.46 N 180 873.96 138+00 LT. I 215 1 123+02 874.38 N 123+02 874.46 N 14-1+60 RT. _ 217A 1 LT. 118 80.9 10.6 0.69% 184 873.07 RT. 118 80.9 10.6 183 873.07 _ 98+32 to 99+35 LT. 111 124+20 873.57 N 124+20 __ 873.57 N 124+33 873.57 N 124+33 873.56 N 99+48 to 108+46 LT. 936 127+98 LT. 365 250.4 32.9 870.81 N 191 869.73 127+98 RT. 365 250.1 32.9 870.81 N 190 870.31 -__ ___. -_ 108+58 to 111+33 LT. 310 128+02 870.73 N 128+02 870.81 N 111+46 to 114+04 LT. 283 I 129+93 LT. 191 131.0 17.2 864.02 N 194 863.11 128+98 RT. 196 134.5 17.6 863.96 N 193 863.46 _ 117+08 to 123+46 LT. 662 129+97 864.02 N 130+02 863.96 N 123-�88 to 126+66 L ' 303 131+58 LT. 161 110.4 14.5 861.08 N 197 860.42 131+58 RT. 156 107.0 14.0 861.26 N 196 860.76 _ _-- 131+62 861.08 N - 131+62 _ _ _ _ _ 138+05 tc 139+v0 LT. 68 LT. 146 100.2 13.1 200 859.85 RT. 146 100.2 13.1 861.26 N 199 859.85 139+75 110 47«64 LT 795 133+08 860.27 N - 133+08 860.35 N 111+95 to 12.1+50 �T. 983 133+21 LT. 149 102.2 13.4 860.26 N 202 858 22 133+21 RT. 194 133.1 17.5 860.21 N 201 859.71 127+06 to 13U+43 RT. 343 134+70 860.42 N - 135+15 861.74 N _ _ 135+35 861.66 N 135+50 861.70 N 130+57 to 130+73 RT. 16 137+27 LT. 192 131.7 17.3 860.28 N 211 859.33 137+27 RT. 177 121.4 15.9 860.22 N 210 859.72 130+87 to 133+60 RT. 297 137+42 860.28 N 137+42 860.37 N 133+75 to 135+32 RT. 180 LT. 148 101.5 13.3 214 859.87 RT. 148 101.5 13.3 213 859.87 138+90 861.62 N 138+90 861.70 N 135+42 to 136+05 RT. � 86 140+25 861.68 N 140+25 861.76 N 137+83 to 139+25 RT. " 163 141+58 LT. 133 91.2 12.0 860.37 N 218 858.04 RT. 133 91.2 12.0 217 858.62 139+55 to :4 +57 RT 212 N 141+58 860.45 N Q 141+62 860.37 N 141+62 860.45 N 142+92 LT. 130 89.2 11.7 859.47 N 223 858.52 RT. 130 89.2 11.7 222 859.01 ---- 142+92 859.55 N LINE_"PR-S-1- A" 143+08 859.66 N i 143+08 859.66 N 225 859.16 49+50 to 51+05 LT. 159 LT. 190 130.3 17.1 226 859.16 RT. 190 130.3 17.1 12 144+98 861.42 N 144+98 861.32 N - -- Z 49+50 to 52+30 RT. 318 0 145+02 LT. 146 100.2 1 3.1 861.24 N 228 860.48 145+02 RT. 146 100.2 13.1 861.32 N 227 860 82 52+42 to 52+79 RT. 52 146+48 862.92 N 146+48 863.00 N ----- 146+52 862.92 N 146+52 863.00 N - -- - - -I i LT. 93 63.8 8.4 231 861.92 RT. 50 34.3 4.5 230 862.50 LINE "S-2--A" 147+45 863.98 N 146+92 863.47 N M - _ 51+28 LT. 126 1 50+56 to 53+00 RT. 264 M .. TOTAL 4721 3238.3 425.8 TOTAL 4776 3276.2 429.7 a-� TOTALS �- 6541 ( 10 EQ� J °~ J U Z pp --_ -- -- - . Q/QO x�, Z Y U pipggldp/G/ mw/o 1 ��Y J. ECG'%, CITY OF CARMEN HORIZONTAL SCALE BRIDGE FILE ~I�=�NQ�����srFRFaF,pl RECOMMENDED 131ST STREET N/A N/A FOR APPROVAL 6-27-08 � m c� _ VERTICAL SCALE DESIGNATION C0 Z a NO. DESIGN GINEER DATE DITCH RD. TO SPRIi�;GMILL RD. N/A C-) }w _ 10809004 W - w�OQ� ' . O CV w z j -� STATE DESIGNED: BE DRAWN: TB SURVEY BOOK SHEETS wwwwo �5 //VD ��\ �(n�J2' s Q LTNDERDRAIN TABLE 33 of 66 ii x�0EM �� Transportation& �'��, °„NAL� v,vvvv,`�0 CHECKED: JV CHECKED: JV CONTRACT i F PROJECT Development Consultants 06-08 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. TRUC TURE STRUCTURES WITH A SUMP SHALL OF RIM ELEVATIONS FOR INLETS. STRUCTURES WITH A SUMP SHALL INCLUDE CATCH BASIN HOODS. TRUC _ INCLUDE CATCH BASIN HOODS. W LOCATION DESCRIPTION ELEVATION J L J THICKNESS w Z W LOCATION DESCRIPTION ELEVATION THICKNESS 2 J D J J F- U Q z W W d ~ U F- l� �E dE �. U J W Z U U = J J -� Ls` I z W U m F- N SIZE = x Qf w ir W - NEENAH W l �- J °o -' "! ^ Z F- UP DOWN Y U Y J w N w W * * U J t� Z U 4. x �- RfM U U w z CASTINGS z U r z UP DOWN Y U 1e � W cn E_ w w Uj w N w U REMARKS E- m N SIZE z x M W M ''' NEENAH W F__ U F- t/J z F- i,i O U Z to d I i F- > > STATION ,j, o o TYPE J STREAM STREAM a x a W N a w = to F- I ,�, o U z N z -i w m � F- m F- J o Z o g N o o = STATION '` o ~ TYPE w RIM U w c:� w r L4_ a- z in W U CASTINGS z REMARKS F- � U a (n fn Q W w UU o- U ~ � = wc� � W J STREAM STREAM QM M< w = z ;n � w o N F- z J EE a m I al : Q E ® I - (n O � (n U � INCHES FT. ELEV. ELEV. ELEV. CYS INCH INCH SYS LBS CYS EA. TYPE � --- INCHES FT, ELEV. ELEV. ELEV. CYS INCH INC I SYS ,LBS C`�'S EA. TYPE LINE „A„ LINE „A„ - --- -- - - - ---fi - 120 95+89 X 12 RCP INLET E-7 12 887.80 885.80 885.68 1 8.6 121 Remove Existing Structure 182A 123+00 X 12 RCP INLET E-7 12 876.50 874.00 873.40 tl 1g2 121 95+89 X 12 RCP INLET C-15 43 888.49 885.00 884.78 1 17.6 124 183 124+22 X 12 RCP INLET C-15 7 876.57 873.07 873.03 1 _ 7.3 _- -_ 1 g5 122 95+89 X 12 RCP INLET C-15 49 888.49 885.00 884.51 1 31.2 123 184 124+22 X 12 RCP INLET C-15 7 876.57 873.07 873.03 1 6.8 _ 186 122A 95+85 X 12 RCP PIPE CATCH BASIN, 18" 18 888.40 886.00 885.73 1 10.0 - 123 185 124+31 X 12 RCP INLET C-15 48 876.56 872.93 872.69 1 27.1 __ 186 123 96+38 X 15 RCP MANHOLE C-4 200 889.18 883.89 882.89 1 170.5 _ 132 186 124+31 X 15 RCP CATCH BASIN C-15 4 876.56 872..44 872.42 1 _22.4 187 124 96+31 X 12 RCP INLET M-10 81 888.55 884.68 884.28 1 49.6 125 187 124+31 X 18 RCP MANHOLE C-4 369 877.20 872.00 869.04 1 348.8 _ 192 125 96+39 X 15 RCP CATCH BASIN K-10 4 888.63 884.18 884.14 1 16.3 123 187A 124+31 X 12 RCP PIPE CATCH BASIN, 18" 11 876.50 872.58 872.36 1 24.3 187 188 NOT USED -- -- LINE "S-2-A" 189 NOT USED - - 126 51+28 X 12 RCP PIPE CATCH BASIN, 18" 20 888.80 886.80 886.66 1 8.9 127 SS-5 126+40 X EXISTING SANITARY MH 877.39 _ _ __ __ ADJUST CASTING TO GRADE 127 51+28 X 12 RCP INLET M-10 62 889.16 885.62 885.00 1 28.2 128 190 128+00 X 12 RCP INLET J-10 48 873.81 870.31 869.83 1 24.8_ 191 128 51+28 X 12 RCP CATCH BASIN K-10 10 889.16 884.90 884.80 1 11.5 129 191 128+00 X 12 RCP CATCH BASIN K-10 4 873.81 869.73 869.69 1 20.1_ _ 192 129 51+28 X 15 RCP MANHOLE C-4 106 889.54 884.55 884.02 1 61.5 132 192 128+00 X 18 RCP MANHOLE C-4 195 874.43 865.63 862.70 1 241.8 195 _ 193 130+00 X 12 RCP INLET J-10 49 866.96 86_3.46 863.21 1 26.3 194 LINE "A" _ 194 129+95 X 12 RCP CATCH BASIN K-10 4 867.10 863.11 863.07 1 17.9 _ 195 _ 130 98+21 X 12 RCP INLET M-10 79 887.82 884.65 883.86 1 55.6 131 Support STR with block to maintain 6" 195 129+95 X 18 RCP MANHOLE C-4 165 867.58 862.34 859.90 1 123.6 _ 198 130A 97+62 X 12 RCP PIPE CATCH BASIN, 18" 68 887.00 885.00 884.65 1 63.2 130 Clearance from Water Line 196 131+60 X 12 RCP INLET B-15 48 864.16 860.76 860.52 1 26.0 197 131 98+31 X 12 RCP CATCH BASIN K-10 7 887.76 883.43 883.36 1 19.2 132 197 131+60 X 12 RCP CATCH BASIN C-15 4 864.16 860.42 860.40 1 13.1 198 132 98+34 X 18 RCP MANHOLE J-4 85 888.43 882.64 882.30 1 89.2 135 198 131+60 X 24 RCP MANHOLE C-4 159 864.87 859.40 858.76 1 _ 94.0_ _ _ 203 133 99+20 X 12 RCP INLET B-15 50 887.36 883.86 883.36 1 34.7 134 199 133+10 X 12 RCP INLET B-15 7 863.35 859.85 859.81 1 fi._8 _ _ r 201 134 99+20 X 12 RCP CATCH BASIN C-15 11 887.36 883.26 883.15 1 24.3 135 200 133+10 X 12 RCP INLET B-15 7 863.35 859.85 859.78 1 4.7 _ _ 202 135 99+20 X 18 RCP MANHOLE C-4 180 888.19 882.20 881.12 1 149.5 138 201 133+19 X 12 RCP INLET C-15 48 863.34 859.71 859.47 1 24.8 __ ______ _ 202 136 101+00 X 12 RCP INLET B-15 _48 885.88 882.38 881.90 1 30.8 137 202 133+19 X 15 RCP CATCH BASIN C-15 4 863.34 859.22 859.20 1 8.2 ! _ 203 137 101+00 X 12 RCP CATCH BASIN C-15 4 885.88 881.80 881.76 1 19.4 138 _ 203 133+19 X 24 RCP MANHOLE C-4 182 863.99_ 8_57.73 856.00 1 91.2 _ _ 206 WITH WEIR, CONNECTED TO AQUA-SWIRL 138 101+00 X 18 RCP MANHOLE C-4 170 886.50 881.02 880.00 _ 1 146.3 141 203A 133+19 X AQUA-SWIRL WQU, AS-3__ 864.11 _ - � � 203 SEE PLANS FOR DETAILS 139 102+70 X 12 RCP INLET 8-15 _ 48884.36 880.54 880.30 1 32.0 140 204 NOT USED --- 140 102+70 X 12 RCP CATCH BASIN C-15 4 884.36 _ 880.20 880.18 1 19.4 141 205 - - - - ---- -- - -NOT USED ---� 141 102+70 X 24 RCP MANHOLE C-4 170 8_84.87 879.50 878.82 1 120.3 144 SS-6 134+81 X EXISTING SANITARY MH 864.86 _ - _ -- , RECONSTRUCT EXISTING MH, FIELD VERIFY 142 104+40 X 12 RCP INLET C-15 48 882.72 879.22 878.98 1 28.3 143 206 136+11 X 12 RCP PIPE 30 861.38 861.29 2 4.8 _ DITCH . 142A 104+70 X 12 RCP INLET E-7 28 882.30 879.80 879.52 1 12.9 __�- _--_- 142 207 136+42 ' X 15 RCP INLET F-7 113 861.20 858.60 858.00 1 62_.4 I - ? DITCH WITH WEIR, CONNECTED TO AQUA-SWIRL 143 104+40 X 12 RCP CATCH BASIN C-15 4 882.72 878.88 878.86 1 17.1 144 207A 136+42 X AQUA-SWIRL WQU, AS-2 863.47 207 SEE PLANS FOR DETAILS 144 104+40 X 24 RCP MANHOLE C-4 170 883.29 878.72 877.97 1 77.6 147 208 NOT USED - -- 145 106+10 X 12 RCP INLET B-15 48 881.87 878.37 878.13 1 29.5 146 209 NOT USED 146 106+10 X 12 RCP CATCH BASIN C-15 4 881.87 878.03 878.01 1 6.3 147 210 137+29 X 12 RCP INLET C-15 48 863.36 859.72 859.58 1 9.9 _ 211 147 106+10 X 24 RCP MANHOLE C-4 130 882.54 877.87 877.09 1 41.5 151 211 137+29 X 15 RCP CATCH BASIN C-15 4 863.36 859.33 859.29 1 9.8 212 148 107+30 X 12 RCP INLET M-10 57 881.22 877.56 877.28 1 37.4 149 212 137+29 X 15 RCP MANHOLE C-4 87 863.86 859.14 858.70 1 77.2 _ 207 149 107+40 X 12 RCP CATCH BASIN C-15 4 881.18 877.18 877.16 1 7.7 151 212A 137+29 X 12 RCP PIPE CATCH BASIN, 18" 14 862.70 860.20 860.06 1 ?0.0 _ I _ _ 212 150 107+59 X 12 RCP INLET B-15 28 881.03 877.80 877.66 1 12.2 148 213 137+40 X 12 RCP INLET J-10 9 863.37 859.87 859.82 1 2.4_ _ 210 151 107+40 X 24 RCP MANHOLE C-4 192 881.79 874.35 873.20 1 119.3 159 214 137+40 X 12 RCP INLET J-10 9 863.37 859.87 859.73 1 5.7 " 211 SS-7 137+82 X EXISTING SANITARY MH 863.60 _ i _ RECONSTRUCT EXISTING MH LINE "PR-S-1-A" 215 138+00 X 12 RCP PIPE CATCH BASIN, 18" 71 863.10 860.40 859.69 1 28.0 212 152 53+97 X 12 RCP INLET C-15 50 881.55 878.01 877.76 1 30.3 154 216 140+75 X PIPE CATCH BASIN, 18" 859.70 856.90 i _ EXIST Remove 22' of Existing Pipe 153 53+90 X 12 RCP INLET J-10 5 881.56 878.16 878.11 1 5.6 152 217 141+60 X 12 RCP INLET M-10 _ 48 863.45 858.62 858.14 1 16.3 218 154 53+97 X 12 RCP CATCH BASIN C-15 176 881.55 877.66 875.90 1 60.8 159 217A 141+60 X 12 RCP INLET E-7 16 860.80 858.80 858.72 1 3.3 _ _ 217 155 53+90 X 12 RCP INLET J-10 5 881.56 878.16 878.11 1 6.2 154 218 141+60 X 12 RCP CATCH BASIN K-10 10 863.45 858.04 857.94 1 8.8 _ 219 219 141+60 X 24 RCP MANHOLE C-4 170 864.25 857.03 856.50 1 118.6_ 1 DITCH WITH WEIR, CONNECTED TO AQUA-SWIRL LINE "A" 219A 141+60 X AQUA-SWIRL WQU, AS-2 864.37 219 SEE PLANS FOR DETAILS 156 NOT USED 220 NOT USED _ --- - - - ----� 157 108+84 X 12 RCP INLET C-15 2 879.35 875.90 875.88 1 3.6 158 221 NOT USED - - ;-- - - 158 108+91 X 12 RCP CATCH BASIN K-10 38 879.39 875.78 875.69 1 8.9 159 SS-8 141+83 X EXISTING SANITARY MANHOLE 863.59 __ _ __ ___ _ _ _ _ _ RECONSTRUCT EXISTING MH, FIELD VERIFY 159 109+30 X 24 RCP MANHOLE C-4 165 880.02 873.10 872.11 1 58.1 162 222 142+94 X 12 RCP INLET C-15 48 862.55 _ 859.01_ _858.77 1 23.7 _ I 223 160 110+95 X 12 RCP INLET B-15 48 878.41 874.91 874.43 1 7.4 161 223 142+94 X 12 RCP CATCH BASIN C-15 6 862.55 858.52 858.50_ 1 15.7 _ _ 224 161 110+95 X 12 RCP CATCH BASIN C-15 4 878.41 874.33 874.29 1 2.1 162 224 142+94 X 18 RCP MANHOLE C-4 134 863.12 858.20 857.53 1 76.5 _ _ 21g -a ---- - 162 110+95 X 24 RCP MANHOLE C-4 37 879.03 - 871.72 871.50 1 14.0 CREEK WITH WEIR, CONNECTED TO AQUA-SWIRL 225 143+06 X 12 RCP INLET B-15 10 862.56 859.16 __859.11 1_.___7.3________ _ 222 • 162A 110+95 X AQUA-SWIRL WQU, AS-3 879.15 162 SEE PLANS FOR DETAILS 226 143+06 X 12 RCP INLET B-15 10 862.56 _859.16 859.06 1 7.3 _ ;_ __ _ 223 163 111+98 X 12 RCP INLET C-15 50 877.99 874.33 873.83 1 8.6 164 227 145+00 X 12 RCP INLET J-10 48 864.32 860.82 860.58 1 23;' - 1 22$ 164 111+98 X 12 RCP CATCH BASIN C-15 4 877.99 873.00 872.96 1 2.0 167 228 145+00 X 12 RCP CATCH BASIN K-10 6 864.32 860_48 860.43 1 10.7 229 --. -- 165 112+08 X 12 RCP INLET B-15 8 878.01 874.51 874.43 1 2.7 163 229 145+00 X 15 RCP MANHOLE C-4 206 864.97 860.00 858.45 1 113.9 224 166 112+08 X 12 RCP INLET B-15 8 878.01 874.51 874.43 1 2.4 164 229A 145+25 X 12 RCP EXISTING PIPE Seal Existing Pipe In Place 167 112+00 X 15 RCP MANHOLE C-4 32 878.60 871.82 871.50 1 16.0 CREEK WITH WEIR, - - g p CONNECTED TO AQUA-SWIRL SS-9 145+85 X EXISTING SANITARY MH 866.06 I _ RECONSTRUCT EXISTING MH 167A 112+01 X AQUA-SWIRL WQU, AS-2 878.72 167 SEE PLANS FOR DETAILS 230 146+50 X 12 RCP INLET J-10 48 866.00 862.50 862.02 1 23.7 _ _ 231 168 113+35 X 12 RCP INLET B-15 48 878.80 875.30 874.82 1 12.5 169 231 146+50 X 12 RCP CATCH BASIN K--10 6 866.00 861.92 861.86 1 10.7 232 169 113+35 X 12 RCP CATCH BASIN C-15 4 878.80 874.72 874.68 1 5.1 170 232 146+50 X 12 RCP MANHOLE C-4 150 866.64 861.76 860.26 1 62,2. 229 170 113+35 X 12 RCP MANHOLE C-4 131 879.60 874.44 872.47 1 28.5 167 - --- - 170A 115+00 X 12 RCP PIPE 17 878.50 877.84 2 10.6 1 DITCH . - --- --- - / 171 115+00 X 12 RCP INLET J-10 48 881.23 877.73 877.25 1 29.5 172 - -- -- - `� 172 115+00 X 12 RCP CATCH BASIN K-10 4 881.23 877.15 877.11 1 16.4 Q 173 - 173 115+00 X 12 RCP MANHOLE C-4 165 881.85 877.01 874.54 1 67.7 170 - - -- -- 174 120+50 X 12 RCP INLET J-10 48 880.00 876.50 876.20 1 24.8 175 - - / 175 120+50 X 12 RCP CATCH BASIN K-10 4 880.00 875.92 875.88 1 16.4 176 J z 176 120+50 X 12 RCP MANHOLE C-4 125 880.65 875.78 874.53 1 79.3 179 -- $ 177 121+75 X 12 RCP INLET J-10 48 878.75 875.25 874.77 1 21.5 178 -- 1 178 121+75 X 12 RCP CATCH BASIN K-10 4 878.75 874.67 874.63 1 17.1 179 U -- --- 179 121+75 X 15 RCP MANHOLE C-4 125 879.11 874.28 873.28 1 89.8 182 - --- ---- __ V) 180 123+00 X 12 RCP INLET J-10 48 877.46 873.96 873.72 1 21.5 181 - 181 123+00 X 12 RCP CATCH BASIN K-10 4 877.46 873.62 873.60 1 17.8 182 - - ------ ---- -- _- En 182 123+00 X 15 RCP MANHOLE C-4 131 878.08 873.18 872.26 1 99.2 187 - n /3M W 00 x >Q Y U Q `' - -------- •p� mW/H OI \\\\\ �` J EC �,,,�.� CITE C, Ii,M�i HORIZONTAL SCALE BRIDGE FILE J 2'Q v�PApp,pW l ii Ili 4uiipbiiii i \4\�� RECOMMENDED � 131 ST STREET NSA N A NO. FOR APPROVAL 6-27-08 VERTICAL SCALE DESIGNATION DESIGN GINEER DATE DITCH RD. TO SPRING MILD RD r ww �� 10809004 N/A ZHrW -- w zi = STATE of z DESIGNED: BE DRAWN: TB SURVEY BOOK SHEETS x�o�� / .N F � bi cwn J° 1 1 • .1 Fs ! D I AN (j STRUC TURF DATA TABLE 34 of 66 ON A L CHECKED: JV CHECKED: JV CONTRACT PROJECT Transportation& `"'urr,;,;,,�, Development Consultants 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 94 Ex. Elev. 890.15 Prop. Elev. 889.64 i 00 — — — — — — -- - --- - - -— -- --— _ _ _ _ _ 94 - - - — AC =62.6 AF =1.3 8 85 VC =132 VF =3 ------- -- - Tom_ -- -- t9 C9 9 . Elev. 890.18 Prop. Elev. 889.36 T 50 - - - - - _ — — — - - — — — — - - - - - — ----- -- - AC =79.5 AF =2.3 — _ — � _ — - - - - -� — — — — - - - - - - — _ - - - - - - - ` + VC =163 VF =2 50 895 89,9 I Ex. Elev. 889.80 Prop. Ele . 888.79 - - - - - — 00 rr- AC =96.0 AF =0.0 00 VC =89 VF =0 BEGIN RROJECT STATION 93+00 _ -- , Ex. Elev. 889.28 + — — — — — — — — — — — — - - - +. — - - - - - - - - - — --- --- ------- --- --- - - - - - - - - - - - - - 50 — — Li X 9 2 - --- a — + — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — - _ _ _ — _ — - - - - - - - - - - - - - - - - - - - - - - — — — — - - -- - -- _ _ _ - - _ — - - - - - 92 Cn 00 - - - - - — -- -- _ _ _ _ - - - - - - - -- - z — - -- - - - - - = - - -=s — + 8 85 00 - — ---- ° Q) mi Cn o 0' L J� 0 75 70 65 60 55 50 _ 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 - 35 4Q 45 —�- - 5C �- 55 � 60 65 70 75 M i I --! a,z � <�� ,01111 J.�J. F�`'� , � - -� HORIZONTAL SCALE BRIDGE FILE � RECOMMENDED CITY OI CARMEL - 131 st STREET 1°=5' I � xc� �� 0 Q. TERFO F,pl FOR APPROVAL DESIGN NGINEER 6 DATE 8 Ditch Rd. t0 Springmill Rd. �, Q � N 0. `� �_ VERTICAL SCALE DESIGNATION z 0 10809004 L =5' Liww° ss Vic, CROSS SECTIONS suRVEY BOOK 35 sH�f�-rs 66 � o- Z STATE OF DESIGNED: B.E. DRAWN: T.B. w z— � �NDIANP- � —1� °OOion, X o �� �� „� CHECKED: J.V. CHECKED: J.V. LINE "A�' CONTRACT PROJECT 06-08 p 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 25 20 15 10 5 Ex. Elev. 888.99 Prop. Be . 888.84 1 Oo 6: - - — 96 _ � 3 AC =39.1 AF =32.8 =77 VF =46 VC Str. No. 12 Str. N o. 1 1 885.6 885.80 @ 95+89 886.00 885.73 8 5.00 +89 ® 95+89 885.00 Str. N Str. No. 122 o 122 i E . Elev. 889.28 Prop. Ele . 888.93 --- - — - �, - - — - - - - - — — — — — — - - - - - — — — — - - - - - - - - - 50 — — AC =44.5 AF =17.0 50 VC =103 VF =22 — i E . Elev. 889.45 Prop. Ele . 889.17 :1 _ -- - - - - -. _ - - _ - - - - - - - - - - - +3.3% - - - - - - - - — — — — — — — — — - - - - - - - — — — — -- __ 18 + AC =0.0 AF =0.0 18 y VC =0 VF =o DRIVE LEFT i j t I 95 E . Elev. 889.56 Prop. Ele . 889.33 --- ( --- — - ----- - - -- - - - - - _ - - - - - - - - - _ — _ — - - - - - - - - - - - - - - - — - - - - - - - - - - -95 � - - - -- aa AC =67.0 AF =6.3 VC =126 VF =10 i i W x E . Elev. 889.89 Prop. Ele . 889.63 94 J — — — — — z — — — — — — — — — — — — — — — — — - - 50 AC =69.7 AF =4.6 VC =122 VF =5 I � _ ----I--- --� – — Q) Cn cn o o ,o Ln o� 45 �- 0 -- 55 -- 60 65 70 75 ° E r�i --- — ---- -- D 5 10 15 20 25 30 35 40 HORIZONTAL SCAB-E BRIDGE FILE Y i CO 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 "'\ CITY OF CARMEL — 131st STREET 5 DESIGNATION J D 1 M 3� ���e �sr RFO��'<� FOROAPPROVAL 6-27-08 ��tC�1 Rd. t0 SprlllrYl1II Rte. VERTICAL SCALE 1 5 N0. _ DESIGN NGINEER DATE n ID I x cv .. _ .. .. - -� ,10809004 � = SURVEY BOOK SHEETS Q ,° STATE OF �\\_ DESIGNED: B.E. DRAWN: T.B. CRASS SECTIONS 36 of 66 w w ��, !ND ANP- C� -- PROJECT CONTRACT CONTRACT Z Q z z o rouu aunaw \ LINE A 06-08 J.V.CH : J.V.o W — —_ — -- W W W 0� J x Li 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 Tl Ex. Elev. 889.57 Prop. Ele 1. 887.99 _ _ _ - - 98 , , - - - - - -- - - - _ _ - -- _ _ _ - - - _ - - -- - - -- - - - - _ _ � - _ _ - - - 98 - - - - - - - - - - - - - - - - - - - - _ -_ - - - _ - - - _ _ _ - 60 60 C9 C9 5 AC =118.6 AF =9.7 VC =141 VF =18 882.54 Ex. Elev. 889.54 Prop. Elev. 888.19 981 , � - - __ + _ 98 - - - - - - - - - - -- - - - - - AC =71.6 AF =14.8 20 883.36 VC =0 VF =0 2Q --- From Str. No. 129 r. o. - 98+21 884.02 883.53 883.36 Frorn Str. 130A 882. 4 Str. No. 131 -- - ---- - - - Ex.Wa:Q - - ---31 X8+ --- Str. No 132 883.43 ® 98+ 2,3 883.4 98+34 895 q,5 Ex. Elev. 889.74 + - - _ - - - _ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - _ - - - -- - � + 50 - - - - - - - - - - - - - - - - - - - - - -- - - - _ _ _ _ - - -- - - - - - -T - - - _ 50 WITHIN LIMITS OF ROUND ABOUT DITCH RD t9 t9 5 Str. No. 123 883.32 ---- 895 q.5 ('97 - _ ^ 97 + Ex. Elev. 889.35 + - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - _ _ ._ 8 195 WITHIN LIMITS OF ROUND ABOUT DITCH RD Str. No. 123 .883.58 w r� - X a J Ex. Elev. 888.93 Prop. Elev. 889.04 - -- -------- 9 6 �, -�.w 96 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - _ _ _ _�- _ + + - - - - - - - AC =13.6 AF =111.8 VC =49 VF =1 i 0 (D co (50 84.51 r. No. 124 - -- ® 6+31 Ex. Water o 884.28 884. 8 884.78 �, �882 a1 o � ° Ln Str. No. 123 Str. No �25 6+38 84.14 884.1 0 96+39 M OCT 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 - v� 50 55 _ 00 65 70 75 _HORIZONTAL SCALE BRIDGE FILE E,c' CITY OF CARMEL - 131st STREET 1 ,=5 i STE �F� RECOMMENDED R SCALE DESIGNATION 6-27-08 VERTICAL S X N � ;�P RFO �< FOR APPROVAL y, N0. DESIGN NGINEER DATE Ditch Rd. to Springmill Rd. - 10809004 w z �w °�. STATE OF DESIGNED: B.E DRAWN: T.B. CROSS SECTIONS SURVEY BOOK 37 SHEETS 66 w °zZ ss P p � CONTRACT PROJECT CHECKED: J.V.w CHECKED: J.V. LINE A J o ------- -- 06-08 X Es=: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 - ----- _Ex. Elev. 887.89 Prop. e . 101 - - - - - - - - - _ _ + 101- - - i - _ _ __ - - - -- -- - - - - - --__ _ _ _ - - � - - - 00 AC =104.2 AF =1.8 ' _ - _ � - ` - -� 00 - - - - - - - - - - - -- - - - - - VC =173 VF =8 881.12 Str. No. 136 Str. No 138 - 881.90 882.38 , - , 881.02 Str. No. 13 81.76 881.80 i Elev. 100 100 3� - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _17:1_ _ - - - - - __ _ _ - - - - -- - - - - _ _ - _ - - - - + + - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - AC =82.6 AF =7.3 50 = _ ----- ---- - 1 Str. No. 135 _ ----- - ------- -- - - 881.41 i I ------- 100 100 _ _ - --- - - - - - - - - - - - - - - _ + + � - - - - _ - _ _ - - - -- -- - - - - - - - - - - - - - - - -- - - - 00 00 - - - - - - - - AC =82.7 AF =9.3 VC =396 VF =28 Str. No. 135 ----- - 881.7 I Ex. Elev. 889.21 Prop. Ele . 887.58 - - - - - - - y _ _ _ - - - - - - 0.6 +20 42 42 DRIVE LEFT AC =0.0 AF =0.0 VC =0 VF =0 Sir. No. 135 882.08 ULd Cn X D c� Ex. Elev. 889.66 Prop. Ele . 887.79 t99 _ - - _ - -- - - - - - - - - - - - -- - - - - - _ - _ _ _ - - - --'- -- - -- - - -- - -- -- 3 - - - - - - - - - - - --- + + - - - - - 00 00 - - - - -- o � 1 � 882. 0 - ----- 0 - Str. No. 1 33 Cn Str. No. 135 ( 99+20 , j o �, ® 9 +20 o 883.26 883.36 AC =131.0 AF =5.9 Str. No. 1 4 vC =185 VF =12 83.86 L E -- 883.1 ------ -- _ 82.20 99+20 1 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 M I II j Li 3 z HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL - 131 st STREET 1„-5' ���� "'\Q��' �iSr iFk RECOMMENDED 6-27-08 � .. �� I � XN e- o <� ,' FOR APPROVAL D1tCl1 Rd. t0 Sprirlgmill Rd. VERTICAL SSCALE DESIGNATION .. .. .. .. N0. = DESIGN NGINEER DATE 10809004 W �� SURVEY BOOK SHEETS w STATE OF 2 DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 38 of 66 w o Q mss/.I/VD ANP"\C » 59 CONTRACT PROJECT w z? ONAL CHECKED: J.V. CHECKED: J.V. LINE A --_� 06-08 Ljj� U Irinrl i uu i m.uuo,.,. w Lj X �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 Ex. Elev. 884.89 Prop. Ele . 883.56 j U5O 3.� — - - - - - - — - - - - - - - - - - -- — ----- ----- — - --- - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ - - - - - - - - - - - -- _ - _ AC 94.6 AF =0.8 _ - - - - � T VC =191 VF =1 ' QCtr. No. 141 79.....18 Ex. Elev. 885.62 Prop. Ele . 884.03 1) — - - - - - - - - - - - - - -- - - - 103 - - - - - - - - - - - - - - - - - - - - - - - - _ _ AC =111.7 AF =0.0 — — — — — — 00 VC =210 VF =0 —QStr. No. 141 ' 79.39 I i ' I I ( 102 E . Elev. 886.29 Prop. Elev. 884.57 + - - - - - - - - - 102 - - - - _ - AC =114.6 AF =0.0 - - - -- - - - - - - - - - -- 880.00 VC =217 VF =0 Str. No 141 Str. No. 139—In 88 .30 -- 88 .54 879. 0 Str. No. 14 1380.18 880.20 ® 102+70 Ex. Elev. 886.94 Prop. El v. 885.11 n02 - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - -3' - - - - - - - - - - - - -- - - - - - - - - - - 102 VC =219 VF =0 i tr. No. 137 — --- --- — 80.42 / w X / o Ex. Elev. 887.55 Prop. Ele . 885.66 101 + - 101 �, 50 _ _ _ - - _ _ + AC =117.6 AF =0.0 — - - - — T - - - _ _ �- - -- -_ _ - - - - - - - - - 50 � VC =205 =2 L ' - - - ------- —_ _ — ° — � - - - - - - ° / jCn l r. No. 131 o 0 80.73 0 L E Y / 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 Q) i az W U 3 �wi'i -- CITY OF CARMEL — 1 3 1 st STREET HORIZONTAL SCALE BRIDGE FILE ~i N Pp �STFRFOF,p< RECOMMENDED C -27-08 1 =5 OR APPROVAL NO - DESIGN NGINEER DATE Ditch Rd. to Springmlll Rd. VERTICAL SCALE DESIGNATION 10809004 W -5' W z Q 441 SURVEY BOOK SHEETS o STATE of DESIGNED: BE DRAWN: T.B. CROSS SECTION S 39 of 66 '9 CONTRACT PROJECT Of__j 0- ",�ONIIA�„ CHECKED: J.V. CHECKED: J.V. LINE A xo�� _ __ --� 06-08 p 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 25 20 15 1O 5 7T-T x. Elev. 884.11 Prop. Ele . 882.24 ---- ---- -_-_ 106 106 - - -------- 3� 877. 7 tr. No. 145 106+10 I - _ - - - - - 147 878.13 AC =95.0 AF =67.8 878.37.. � 0 106 10 Str. No. 146 VC =167 VF =67 -__- - -- - 77.87 -- 878.0 ® 106+10 ` 878.01 I i-T E . Elev. 883.97 Prop. Ele . 882.49 - _- ---- - - - - 105 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -- -- - - - - - -- _ - - + 105 3� - _ 50 + - - - - - - - - - - - - - - - - - - - - - - - - AC =85.5 AF =4.4 50 VC =146 VF =11 - I _ I Str. o. 144 878. 3 ------- --- 890 890 I E . Elev. 883.97 Prop. Ele . 882.74 - ---- - 105 _ - - - - - - - - - - - - - - - - - - - - - 105 3� + - - - - - - - - AC =72.0 AF =7.8 00 VC =121 VF =25 -- i tr. No. 147 78.46 _ - --- I I E . Elev. 884.06 Prop. Ele . 882.99 --- ---------- ---------1------------ ----- --i 104 --- - - 104+ _ - - - - AC =59.1 AF =19.6 50 - - - - - - -- -- -- -'- - - - - -- � - - - _ - - - -- -- VC =119 VF =30 Str. No. 142A Str. No 144 87 .98 8 .22-/ 879. 879.80 @ 104+70 ® 104 40 878.72 Str. No. 14 Str. No. 142 _ ---- 78.86 878.88 --- @ 104+40 ® 104+40 W V) 890 --T-T T X 0 E . Elev. 884.33 Prop. Ele . 883.24 ----- --- --- Z - - - - - - - - - - - - - -- -- - - - 104 00 104 31 -- - - - - - - - - - - - - - - - - AC =69.7 AF =12.3 i + - - - - - - - - - - - - VC =152 VF =12 ----- 00 - - - - - -- - - - - - - - - - - _- -- - -------- -- ------- � cn > - o 880 - -- - O tr. No. 141 t O N O o 78.98 - 10 15 20 25 30 35 40 45 -- 50 55 60 65 70 75 Y � 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 HORIZONTAL SCALE BRIDGE FIL 75 70 CITY OF CARMEL - 131st STREET I"=5' y, 3� � ���sr RFOF'f'�`<, ROROAPPROVAL 6-27-08 �1tCi1 Rd. t0 Sprinmlll Rd. VERTICAL SCALE DESIGNATION �� Q' N� = DESIGN NGINEER DATE I x cv 10809004 u _ SURVEY BOOK SHEETS Q -� STATE OF 2 , DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 40 of 66 cn �` IND�NW, » ,9 CONTRACT z , W „ssi o ,,, 06 PROJECT 08 NA CHECKED: J.V. CHECKED: J.V. LINE A LdO Q z oiimmqumiuhi„naimiiu wu�° - W UZ- W X �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 x. Elev. 885.31 8 C95 108 — — _ _ — - -- - -- - - - - - - - - - - - - - - - - -- —_-- —=:-___- __-_- - — — — - — + 8 85 — -- 108 50 _ — -- — + 50 — WITHIN LI>y1iT OF ROUND NBOUT CLAY CENTER RD Str. No. 151 E . Elev. 886.00 873.68 108 _ _ - - - - � - 880 _ - -- - - _ - - - Ex, Water + 108+05 nO8 -- — 881.4 ----- WITHIN LIMIT!.; OF ROUND ABOUT CLAY CENTER RD Str. No. 151 873.99 E . Elev. 886.23 - Prop. Elev. 881.49 ` _ - 107 — — 107 �•� 877.09 r + AC =344.8 AF =90.3 _ Str. No. 15-0 VC =529 VF =171 - - - - - - - - - -- - - - - - St . Rio. 151 877.28 ® 107+59 ® 1 7+40 877.8 ® 107+4 — 874.35—/ -- 877.16 877.1 Ex. Elev. 885.59 8 85 - - Prop. Ele 881.74 - - - - - - - - -- + 880 107 AU =LLI.0 AF =94.4 Str. No. 14 VC =358 VF =166 @ 107+30 -- - — — -- - - - - - - - Str. No. 147 877.56 8 77.66 Li Ex. Elev. 884.67 Prop. Ele . 881.99 Cn x i - - - - - - - - _ - --- -- a _ - - _ — - - - - - - - - - - - - - - - z 1 06 - - - - - - - - - - - - -- � — a_ 880 C 106 980 1 5 0 — -------- ----- --- ---- AC =159.5 AF =84.5 50 - VC =236 VF =141 C - - - - - - - - -- - - - - -- Str. No. 14 o - - - - - - 877.63 Cn co 00 o .. L E a I J� 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 4 -� °Z 5 50 55 60 65 70 75 HORIZONTAL SCALE BRIDGE FILE ~i �N "°\o�,w J E��� ' RECOMMENDED CITY OF CARMEL — 131 st STREET 1 5 ���isrERFO <� ' FOR APPROVAL VERTICAL SCALE DESIGNATION 6-27-08 Ditch Rd. to Springrr�ill Rd. Lj -. 0809004 w I DESIGN NGINEER DATE -- — 1 =5 ww SECTIONS SURVEY BOOK SHEETS LLJ o-z z NoTANP DESIGNED: B.E. DRAWN: T.B. CROSS lk� �_J `"o's`S�QNAL `��', 41 of 66 CHECKED: J.V. CHECKED_J.V. LINE A CONTRACT PROJECT uly 99 99 _— 06-08 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 Prop. EIe . 878.73 ------ — . Elev. 876.83 KD 87433 � — � - - — — - - — - - -- — — + Str. No. 160 — - - ------- -------- ------ _ _ - - - - - - — ® 110+ 872.11 874.43 874.91,-/ AC =0.0 AF =296.2 `\_Str. No. 161 VC =0 VF =563 0110+95 874.29 871.72 Str. qo. 162 011 )+90 I i E Elev. 877.76 Prop. Elev. 879.23 — — — — --__ — — — — — — - — — - — - 110 n50 �� - - - - - - - - - - - - - - - - - - - - _ - - �' + - - - - - - - - - AC =0.0 AF =311.3 - _^_ - ---- -- 50 - - - - - - - - - - - - - - - - - - - - - - - - - - -- - I QStr, No. 159 - — -- ------ --- - --- -- - ------- - 87 .37 Pie — Ex. Elev. 879.47 Prop. E16. 879.75 + 00 00 �' — — - -- - - - _ - - - - -- -- AC =27.8. AF =138.7 - - - VC =0 VF =0 QStr. No. 159 72.68 . Elev. 881.75 _ - _ - - - - --- - - - - - - - — — — — - - - - - - - - - - -- — — — — - - - - - - - - - � 109 109 ' - --- ------- --------- ---- – _ _ - - - - - - - - - 50 From Str. No. 158 ---- From Str. No. 15 875.69 87 .20 1 N 875.c.10, Str. No. 159 m 109+30 873.10 w E . Elev. 883.76 — a " " — 1'09 z 109 �, " " 00 00 o - - _ _ — — — _ — — — — — WTHiN LIMITS OF ROUND ABOUT CLAY CENTER RD o 875 - o �2 o Str. No. 151 oa) ° � � 873.37 J i o 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 � "Z „ m w „n o v » w U 3� \\ �Y J �c // HORIZONTAL SCALE BRIDGE FILE � Q ��' �SrE '�F RECOMMENDED CITY OF CARMEL - 131 st STREET 1 =5 O'� QP ��G RFO �� FOR APPROVAL 6-27-08 Ditch Rd. t0 Springrnill Rd. VERTICAL SCALE DESIGNATION X N NO. DESIGN NGINEER DATE 1 =5 -;0 10809004 y �, SURVEY BOOK SHEETS z TATEOF � Q) Qj 0' � DESIGNED: B.E. DRAWN: T.B. _ CROSS SECTIONS S � 42 of 66 LLJ o ---- CONTRACT PROJECT N A L CHECKED: J.V. CHECKED: J.V.J.V.z LINE A w w w o 06-0 8 � �—1ry X ELLS 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 Prop. Ele . 879.30 31 x. Elev. 877.41 i 113 - - - - - - - - - - - - - - - - - _ _ 113 - - - - - - - - - - - - - - - - - - -- -- - - -- - 50 874.54 _ - - - - -- + - 875 - - - - - - - - - - - - - - _ 50 @ 113+35 AC =0.0 AF =186.3 875.30-/ 74.82 = _ i VC 0 VF � Str. No. 170 870 @ 113+35 874. 4 8 4.68 874.72 Str. No. 169 --- 113+35 Prop. Ele t. 878.76 3 Ex. Elev. 876.55 ( 113 11 + ) -- - - - - - - - - - - - 3 Q AC =0.0 AF =251.9 - - - - -- - - - - - - - - --- -- _ - _ __ - VC =0 VF =526 - - - - - - - - - Str. No. 170 87-11.91 870 1 - -1---- ---- ---- -- I i Prop. Elev. 878.43 - - --- - . Elev. 876.15 FL -A 112 _ - - - - - - - - - - - - 3 � 112 o - - - - - - - - - - - - - - - - - - AC =0.0 AF =315.9 � - - - -- - -- - -- - - - - - -- - - - - -- - - - - - - - - cJ0 VC =0 VF =598 . -- -- Str. No. 170 873.11 I Prop. Elev. 878.31 E . Elev. 876.24 3, Str. No. 187 - - - - - - - Str. No. 163 ® 112+08 - - - - ® 111+98 zzz- 975 U00 -- - - - - - - 872.47 - - - - - - - - - - - - - - - - - - - - - - - - -. _ 871.82 8 4.33 _ 00 - - - - - - - -. -- - -_ �� AC =0.0 AF =329.8 874.41 8 3.83 - - _ - - _ _ VC =0 VF =1159 _ Str. No. 164 - - - 872.96 873.00-/ @ 111+98 -- 874.4 I Ll w X - 0 Prop. Elev. 878.34 J Ex. Elev. �- AC =77.0 AF =0.0 70 i + Cn - - - - - - - N - RA E PROFILE ALMOND DITCH ° °� o o Y 00 i 0 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 ZO 25 30 35 40 45 50 55 60 65 CO a) J °�Y''" °EC HORIZONTAL SCALE BRIDGE FILE �I oN \\per G�sTFR k� RECOMMENDED CITY OF CARMEL - 131 st STREET - F0 �`� FOR APPROVAL 6-27-08 Ditch Rd. to S ran rnlll Rd, VERTICAL SCALE DESIGNATION Q _ N0. = DESIGN NGINEER DATE P g "=5' w ;0 10809004 L - \ STATE OF �\ DESIGNED: B.E. DRAWN: T.B. CROSS SECTION`S SURVEY BOOK SHEETS LJ o Q Z F� bhp I ANP C�� �_ NAL CONTRACT PROJECT 43 of 66 LIN " CHECKED: J.V. CHECKED: J.V. 06-08 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 -- - -- -_ I 116 :� - - - _ _ 116 - - - - -- - - - _ - _ _ �- - -- - - 3 0� AC =29.8 AF =63.3 - _ VC =115 VF =72 - - - --- - - - - - - - - _ 00 880.18 — E . Elev. 883.85 Prop. Elev. 882.31 115 � _ - - - - -- -- — — — - -- - - - - _ - - _ — — � _ - - 115 + _ AC =94.5 AF =15.0 - - - - - - + 50 VC =160 VF =27 - - - - - - - - - - _ - - 50 879.34 ' I - -------------i--- ---- --- -- - -- ----- — -- — --- 875 -- 885 885 E . Elev. 882.42 Prop. Elev. 881.55 ( 115 - -- - - -- - - - - - - - - - - - -- - - - - - 115 AC =78.4 AF =14.4 - - - - _ _ - _ f_,) ' VC =90 VF =63 878. 0 Str. No. 171 Str. No. 1701 877.84. 877.73 77.25 Str. No. 173 - —— —- — 877.011 Z8 7.11 . =877.1\5 \_ Str. No. 172 C9 C95 E . Elev. 880.59 Prop. Elev. 880.79 114 - - - - - - - - - - 3C9 C9 0 - - - - - - - - - - - -- - - - - - - - --- - - - - -- -- 50 50 878.90 AC =18.7 AF =54.1 - - - - - --- - - - - - _ Q\-';tr- No- 173 VC =35 VF =445 76.27 -- -- Cn _i X z Prop. Elev. 880.18 4.2% 114 - - — — — - - - - - - - - - - - - _ - - - - - - - - - - _ _ _ ,� - - -- - - D14 C o + - - - -- — - - - _ ! _ _ — — i 1 AC =22.7 AF =0.0 - - - - - VC =0 VF =0 - - C, — — --- -- ------ --- -------- — ---- - — DRIVE LEFT - tr. No. 173 °o r' �� 75.66 FD o 0 U E L J i 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 e 55 60 65 70 75 m � _ _ �� CITY OF CARMEL — 131st STREET HORIZONTAL SCALE BRIDGE FILE � J „ �� Fo�� 7 FOR APPROVAL 6-27-08 �It('h Rd. tO S rlll YTl ' VERTICAL SCALE DESIGNATION XN NOR ��, p g Ill Rd. ,_ , DESIGN NGINEER DATE 1 -5 V) 10809004 -- w �uj %°�. STATE OF ?\ DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS O Q Z s ND 100' 44 of 66 UJ TONAL LINE ��A" CONTRACT PROJECT w w w o °o ,,,,,, " CHECKED: J.V. CHECKED: J.V. 06-08 � OfJ� X �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 - _----- Ex. Elev. 882.20 Prop. Ele 1. 882.40 I , 118 3.1 3 � 118 _ - - _ 50 - -- -- - 50 C9 t9 0 VC =44 VF =42 -- - ------ ---- — -- /-- - - - - - - - - - - - - -7' Approx.rox. Locati n of Exist. 30" Gas Pip e 875 875 8-90 890 1 � . i 118 Ex. Elev. 882.90 Prop. a _ -- -------- _-- ----- 1 18 - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - _ - - - - - - - - - - - - - - - ` _ - - - - - - - - - - - - - - - - - - - -- -�� - -- -- - - - - - - - - - - - - + 00 00 880 VC =38 VF =71 880 AC =25.2 AF =24.9 Approx. Locati n of Exist. 4" Gas Pipe sqn Ex. Elev. 883.06 117 rop. e . + 1 - - - - - - - - - - - - - - - - - - - - - - -- - - U50 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3'1 50 - - - - - - - - _ _ _ _ � - - - _ - - - - - - - - - - - - - - - - - AC =15.7 AF =52.0 T kir =AA _ A prox. Locatim of Exist. 24" Gas Pipe I I ev. . rop. a --- - --- --------- -------- -- — -3.1 n02 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 117 - - - - _ _ - o AC =0.0 AF =59.0 - - - - - - - - - - - -- - - - - - - `- DRIVE LEFT 2 - - - - - - - - - - - - - Approx. Location of Exist. 36" Gas Pip i — --- -- - - - - - -- - - - - - - - 7 890 890— / Li Ex. Elev. 883.13 X Prop. r- 00i 1tv / 116 116 U + + _ _ 50 - - - - - - - - - - - - - - - - _ - - - -- -- - - - - - - - - - - -- - _ 50 CD z AC =9.3 AF =88.7 - - _ 3 � 881.02 -- - - - - - - 0 Approx. Locatio of Exist. -M- Gas Pipe i o o o L ` J i 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 m � a I ., 3 z HORIZONTAL SCALE BRIDGE FILE ~/N? J � RECOMMENDED 1 =5 LLJ Q �,� 6,� _ STREET IQ xN S \ ���<�pp ST6,y O,, p< FOR APPROVAL 6-27-08 0 OVAL Ditch Rd. t0 Springmill Rd. VERTICAL SCALE DESIGNATION NO = DESIGN NGINEER DATE 1"=5' U) a- � 10809004 � __=_ =` 1 4,J CROSS SECTIONS SURVEY BOOK SHEETS w �w� = STATE � DESIGNED: B.E. DRAWN: T.B. Of o Q z ss �I A0, �� 45 of 66 wwwo "' NAL `' �� " CONTRACT PROJECT � o �o CHECKED: J.V. CHECKED: J.V. LINE A X o E::2 06-08 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 8 85 8 85 i Ex. Elev. 881.01 Prop. Ele . 879.84 121 121 _ _ _ _- -- - - - + 880 — AC =67.1 AF =5.3=:T VC =89 VF =31 875 875 tr. No. 176 75.28 885 885 E(. Elev. 880.84 Prop. Ele . 880.35 qRn 120 120 �.� - _ - - - - - - - - - - �• --- -- - - --- - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - _ _ _ - - - - - - - - - - - -- -- - - - - -- - - - -- - - --- - - - - - - - - - - 50 50 AC =29.5 AF =28.6 — — — — — — — — VC =41 VF =73 Str. No.' 174 i 76.20 8 .50 Str. No. ...176 875. 8 /lcl 5.88 875.92 Str. No. 175 E . Elev. 880.82 Prop. E#. 880U.86 120 120 - - _ -- ----- --- - _ 3. - - � - _ -- - - -_ _- _ - - � _ T - - - -- - - - - - - 00 AC =15.2 AF =50.5 VC =22 VF =91 875 875 i i J i Ex. Elev. 880.96 Prop. Ele . 881.38 1'19 119 - _ _ - - - - - -- - - - - - - - - - - --- - - 31 - - - - - - -- - - - - _ - - - - - - - - - - - - - 3� _ + AC =8.2 AF =48.3 VC =20 VF =76 - - - - - - - - - -7/ Approx. Location of xist. 30 Ga Pipe - - - - - - - - - - - - - -- - - --� i w -- X i . Elev. 881.34 Prop. Elev. 881.89 �, 3 � - - - - - -- - - - - - --- - - -- - - --119 - - 119 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - -- - - -- - - -- - -- - - -- - -- - - - - - + z + — -- - ---- —_--- w 880 AC =13.8 AF =33.8 l V) VC =34 VF =50 - - - - - - - - - - - -� /— — — — — - - - -,i L Approx. Location of Exi t. 30" Gas Fipe _ --- --- -- - - ------ ----- - ----- -- v ° — { - - - - - - - - - - - - o O N O O O E -J,-,u 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 -J 3 Z HORIZONTAL SCALE BRIDGE FILE y Fair '` RECOMMENDED CITY OF CARMEL — 13 1 st STREET 1"=5' i�' \�Q�����srERFOF,p< ` FOR APPROVAL 6-27-08 Ditch Rd. t0 SprlgrY�-ill Rd. VERTICALSSCALE DESIGNATION I6 XN NO. - DESIGN LONGINEER DATE SURVEY BOOK SHEETS 0 10809004 - -=_ - -- iw w T w DRAWN: T.B. n v >,-w STATE OP Z DESIGNED: B.E. CROSS SECTIONS 46 of 66 w ,01 » >s CONTRACT PROJECT � O Z Z ������inj� U i,i!um u u uW,a�rss ��NAL CHECKED: J.V. CHECKED: J.V. LINE w w w° 06-0 � Of J X �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 75 880 I E . Elev. 878.96 Prop. Ele . 877.27 -- - - - - - - - - - - - - - - - - - _ _ - - - - - -- - - - - - 1 - - - - - _ _ _ - __ - - - -- - - - - 123 123 - - -' � - + _ - - 50 _ - AC =143.7 AF =0.0 VC =270 VF =0 Str. No. 182 872.83 Ex. Elev. 879.42 Prop. Ele . 877.78 880 - - - - - - - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - - - -- - -- - - -- - - - -- - - - - + + �� - - - -- - - - - - - � 00 00 - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - - 873.28 Str. No. 180 Str. o. 182A @ 12 +20 AC =147.5 AF =0.2 8`4 873.40 73.72 VC =276 VF =1 8 3.96 Str. No. 182 ---- -- ------ _- 87.5 L 8 3.60 L 873.62 Str. No. 181 122 Ex. Elev. 880.07 Prop. Ele . 878.30 ; 122 50 , 50 AC =150.2 AF =1.2 Ql"- VC =276 VF =2 Str. No. 179 73.68 i i E . Elev. 880.75 Prop. Elev. 878.81 122 - - - - - - - - - - - - - - - - 122- - _ - - - - - - - - _ - _ -- -- - 874.53 Str. No. 177 ® 121+75 rq- T i 74.77 AC =147.9 AF =1.2 875.25 Str. N 179 VC =398 VF =12 121 +75 874.28 874 - .67 } Str. No. 178 121+75 co X . Elev. 881.08 Prop. Elev. 879.25 - - - --- - - - - - -- ..- - - ` _ - -- -- - --_ -- - - - -- - - - - - 0.0% - cr 8,90 - - - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - _ - - - - - - 57 57 AC =0.0 AF =23.7 a cn VC =0 VF =0 o DRIVE RIGHT- -- - - - ---- --- ----------- -------- -� ------- -- --- cn tr. No. 176 or,-) N N 4.70 CD O N O U E 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 M °�' a z HORIZONTAL SCALE BRIDGE FIL Lij Q 0��� Ec�F RECOMMENDED j CITY OF CARMEL 13 1 st STREET �� e� SrFq ,p �/ I� xN Fo < FOR APPROVAL 6-27-08 I)]_tC�l Rd. t0 Sprn1II Rd . VERTICAL SCALE DESIGNATION - � NO. � �= DESIGN NGINEER DATE 1 =5 Q = � 10809004 W c _ L w o �- CROSS SECTIONS SURVEY BOOK 47 SHEETS S 66 STATE OF DESIGNED: B.E. DRAWN: T.B. vow P w >g� S NDINN C� zz oQ S DNAL LINE A„ CONTRACT PROJECT w w w o ,"101". CHECKED: J.V. CHECKED: J.V. 06-08 J[If X =:�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 4F 50 55 60 65 70 75 125 E . Elev. 878.93 Prop. + _ Ele . 877.55 50 - - - - - - - -- 3• - - - - - - - - -- - - - - - 125 - - - - -_- - - - - - - AC =81.6 AF =22.7 . � _._ _ - - - -~- - - _. .- � _ - � _ _._. _. - - - - - - - VC =164 VF =32 - �' tr. No. 187 70.95 125 x. Elev. 878.71 Prop. Ele . 877.16 00 � - - - - - - - - - - - - - - - - _ - ---- - -- - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - 125 AC =95.5 AF =11.7 - -- - + VC =191 VF =13 I QQ i 71.33 - 124 E . Elev. 878.69 Prop. Ele . 876.90 50 3.� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 124 - - - - - -- - - - - - - - - - - - - - -- - � � � 872.26 AC =111.0 AF =2.0 - - - - - - - - -- VC =219 VF =2 50 Str. No. 187A ® 124+31 - Str. No. 185 - - -- 87 .69 ® 124+31 8 2.58 873.0 8 .93 Str. No. 187 872.36 872.42 873.03 @ 1 4+31 872.44 - - I --- --_ 872.00 Str. No. 186 C9 5 124+31 124 - E . Elev. 878.77 Pro Ele . 876.94 - - - - 3 � - - - - - - - - - - - - - - - � � - - _ - - - - - - - - - - •� - 124 - _ + OQ AC =125.2 AF =0.0 ------- VC =.249 VF =0 Str. No. 182 872.47 Li X - � _ - +21% - - - - - - - - - - fy Q � J 875 123 = - E . Elev. 878.87 Prop. Ele . 877.12 v w - - - - - - - - - - - - - - - - - - -- _ _ _ }- I-- - - - - - _ _ _ _ -- o z - _ 68 Q - - - - - - - - - - - - -- - - - - - J " -� 123 U) 875 + 68 0 .. C:) o AC =0.0 AF =311.3 -_ -- - ------ -- ----------------____- _-- SIX P01 TS Rd. LEFT E VC =0 VF =0 U Str. No. 182 m �z 75 70 65 60 55 50 45 40 35 872.70 J Q.�� 30 25 20 15 10 5 0 20 3 � 5 10 ?5 o X N 25 30 5 40 45 50 55 60 .. .. Y J. E - 65 70 75 �' °�PO��G1ST�RF��,p�- RECOMMENDED CITY OF CARMEL - 131st STREET HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL - _ - � NO' = DESIGN NGINEER 6 DATE $ Ditch Rd. t0 Sprr� lill Rd. VERTICALSSCALE DESIGNATION _ 10809004 » LL- __ 1 =5' w z z ��,\ DESIGNED: B.E. - ------ � J° `�s NpiANa. �� 2 DRAWN: T.B. SURVEY BOOK X oE� CROSS SECTIONS SHEETS �ONAL CHECKED: J.V. LT I ,� 48 66 CHECKED: J.V. NE A,9 CONTRACT PROJ ECT 06-08 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. 877.00 Prop. EIe v. 875.56 _ � - - — - - - - - — — - - - - - = — — — — - - _ -- 127 127 _ - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ _ _ -- 3.' + 875 L AC =154.4 AF =11.3 VC =304 VF =16 870 870 tr. No. 187 69...41 E . Elev. 878.70 Prop. Elm. 876.62 --- I-- -------- I 12.7 127 - - - - -- - - - - - - - - - - -- - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - _ _ - - - - _ I I + + — _ _ _ _ _ -- - - - - - — – T - - — �— 00 8 75 AC =174.3 rAF =5.5 VC =593 VF =20 tr. No. 187 69.99 t9 8 5 t985 Ex. Elev. 879.37 Prop. Ele . 877.03 _ - -- - - - - -- - - - - - - — — — — - - - - - - - - - -.. - - -- - - - - - - - - — - -2.2% - - - — - - - -- - - - _ _ - - - - - - - - - - - - - --- ��� 126 126 _ _ _ � — _ - - - - - - - - 5.87, — + 74 --- —_ DRIVE LEFT 74 AC =0.0 AF =0.0 VC =0 VF =0 I � tr. No. 187 70.24 Ex. Elev. 880.06 - - - - - - -- - - - - - - - - - - 126 126 - - - - - — Prop. Elev. 877.38 — � __ � - - - _- + - - - - 42 _ - - - - - - - - n- - -F1 42 -11 875 =0.0 _ ' I I I I BRIGHTON AVE. RIGHT VC =0 VF =0 I 126+67 r d ( 872.87 Str. SS-5 126+40 0 II II I II Ii tr. No. 187 I I J— 70:24 —,�_- � L- — — 8" PVC $" PVC 8 .29 v 862.26 X o v Ex. Elev. 879.54 Prop. Elev. 877.62 880 _ _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - _ - - — -- - -- _ � — + - - - -- - _ - - - - - - - - - - - 00 00 3'� - - - - - — — — / — - - - - - - - - - - - - _ — - -- - ----- - - - a) . . o t9 75 VF =26 Ex. Wat r 126+14 J 873.7 O r) O 0i � --Str. No. 1 7 CD - o @ 870.56 J i 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 — 131 st STREET 1 =5' m � � I TON LLJ Q�� ���-�� ECk�c RECOMMENDED �O\srER� ,p 7, 7 o < FOR APPROVAL 6-27-08 Ditch Rd. to Spring�n1II Rd. VERTICAL SCALE DESIGNATION "� NO. DESIGN NGINEER DATE Y 10809004 W SURVEY BOOK SHEETS w ° STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS IONS 49 of 66 w z >,, F !mNni DmI0ia i' w z f- , � � CONTRACT PROJECT O N A L 0" CHECKED: J.V. CHECKED: J.V. 06-08 w U z A LL- w w o i LL XOL::�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 I I E Elev. 869.87 Prop. Ele . 868.79 - - - - - — — — — — — ' ' AC =105.1 AF =9.5 F L- + 50 vc =202... . VF =20 865 tr. No. 192 3:36 ----- _— 875 875 — x. Elev. 871.59 Prop. Ele . 870.56 129 + — — — — — — — — - - - - - - - - - - - —�.— - - - - - - — — — — - - — _ —. - - - — — — — - - - - - - - - - - - - - -- - - - _ _ — _ — ___ - - -- _— - -- - — -- - — - 129 _ - - - — __ - - - - + AC =113.1 AF =11.7 VC =207 VF =25 i I tr. No. 192 64.13 x. Elev. 872.11 Prop. Ele . 871.10 128 +0.9% _ _ - - - - - - -- - - - 128 - - _ + VC =0 VF =0 DRIVE LEFT tr. No. 192 64.89 --—— ---- - � I i ! - — - — - ---- - -'---- -- 128 875 _ _ - - — - - - - - - - - - - - -. _ - - - - - - - - - — 3 - — - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - fAF - - - - - - -- - — 3.1 _ _ - - - - 50 128 _ - - - - - - - - - T _ _ _ _ -- — - - - - -- - - --- -- - - - - - - - 50 AC =110.4 15.4 V C =209 =26 tr. No. 192 64.89 x. Elev. 875.31 Prop. Ele . 874.13 128 - - - - - - - - - - - - _ ----- _ - - - - - - — — — — - -- 128 -- - _ _ - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - _ — _ _ — 3 � — - - - 00 V) 875 X 00 a Str. Na 190 i I 869.04 - CD 870 Z AC =114.8 AF =12.4 8 0.31 cn 69.83 VC =249 VF =22 o Str. N 192 Str. No. 191 u�cc _ 869.73 L G ° 865.63 869.69 or ) of o o 40 45 50 55 60 65 70 0 5 10 15 20 25 30 35 HORIZONTAL SCALE BRIDGE FILE 25 20 15 10 5 STREET m o 75 70 65 60 55 50 45 40 35 30 CITY OF CARMEL - 1 t� 1t 1 =5' > � 00 Elk RECOMMENDED VERTICAL SCALE DESIGNATION J -0� ' Q� ��srERFO < ' FOR APPROVAL 6-27-08 Ditch Rd. t0 Spr117�ill Rd. J 1"-_5' NQ DESIGN NGINEER DATE .. u� - I � xN .. _ .. .. � 10809004 � _ SURVEY BOOK SHEETS Q ° STATE OF _\. DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 50 of 66 CONTRACT PROJECT � � � /ND ANP CHECKED: J.V. LINE "A" 06-08 SS � W nirnivn, �� 0< CHECKED: J.V. D �ZZ LL- W � 0'_j(y XOL::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 75 870 870 1 I Ex. Elev. 866.20 Prop. Elev. 865.17 131 - - - - - - - _ 865 - -- - - - - - - - - - - - - 3• - - _ - - - - -- - - - 131 rr OO AC =63.8 AF =28.9 - _ _ _ - 1 - - - - - - __ - - 00 VC =296 VF =76 tr. No. 195 60.78 87n 8 7n E . Elev. 866.59 Prop. Elev. 865.50 - - - - - - - - - - - - - - - - 130 - - - - - - - - — — — — - - - - - — - - - - — — - - — - - - - — _ — - -- - - - — - - — - - - — —6.0% 130 865 ( 1 HO VC =0 VF =0 - - - - -- - - - - - - 860 9-�tr. No. 19b i I DRIVE RIGHT 61.08 870 870 — . Elev. 867.17 Prop. Elev. 866.08 130 - - 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ _ __ 130 -737o 865 Nn 195- - - - - DRIVE RIGHT 61.54 f _ I � E . Elev. 867.96 Prop. e . - — - ----- -- ------- -, ._---- ------------ - - - - - -- - Cl 0 130 - - _ — 83q — _ - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _17 AC =0.0 AF =0.0 7 - n _ II II II II II � 1 Q\-Str. No. 195 DRIVE LEFT 862.04 Str. 0 130+34.4 II II A 8" PKI 8 PVC 855A4 i 855.70 t970 — v w X 130 130 - - - - - - - - - - - - — - - - — - - - - - - -- - - - - - - - - - - -- - - — - - - - - - - -- _ _ - 00 OO AC =96.0 AF =12.1 - - - -- _ - - -,-- - - - ' -� -- - -- - - � VC =186 VF =20 T - -- -- � -- - -- - i C9 65 862.70 Str. No. 193 Ile Str. No. 195 863.21 129+95 862. 4 8 3.46 o Str. N o. 19 _ ---- --- -- - - ----- --- - Ln ® 129+95 , 8 3.07 863.11 O o� o C) 73 0 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 00 3 z HORIZONTAL SCALE BRIDGE FILE EY fC„ CITY OF CARMEN — 1- 31st STREET i i� p�- kF RECOMMENDED �s��RFO P< FOR APPROVAL 6-27-08 yy,, VERTICAL SCALE DESIGNATION z = NO. DESIGN NGINEER DATE �� �C11 Rd. t0 SPrl�1� lYIIII R� .� 1"=5' 10809004 w V) w o SURVEY BOOK SHEETS -� STATE Z DESIGNED: B.E. DRAWN: T.B. z � �, CROSS S w o�F S NDIANP Q 51 of � � z S E� CONTRACT PROJECT CHECKED: J.V. CHECKED: J.V. LINE A 06-08 W w W "0 iiii� iiN A�i vpp���` 7 7 71 �' O'J X Es LL:2E 40 45 50 55 60 65 70 75 0 5 10 15 20 25 30 35 75 70 65 60 55 50 --- - 35 30 25 20 15 10 5 45 40 ' I I I Prop. Ele 863.72 ------ - 1..3.3 E . Elev. + - - - - - 50 - - - - - - - - - - - - - - - - - , � AC =-0.3 AF =120.9 I tr. No. 203 -- --- - ----- -- 133 3 +. - - - -- - - - - - 00 133 3� AC =8.8 AF =86.9 - - - - - _ _ _ _ - - - - VC =54 VF =102 + - �- - - - - - - - - - - - - - - - -- - - - - - - -- - - - ------ --- - - --- -- 00 @ 133+19 - - - 859.71 859.81 85 .47 Str. N . 203 859. 8 13 +19 Str. No. 202 857.73 859.22 ® 133+19 E . Elev. 864.38 Prop. Ele 863.93 - - _ - 132 3.1 + - - - -- - - - - - - - - - - - - - - 132 - - - -- - - - - - - AC =49.4 AF =22.9 i.. VC =166 VF =102 -- -- 50 r. No. 198 59.04 I ------+----- ------ --- � i - E . Elev. 864.38 Prop. Ele . 864.18 ----- -- 132 3.� + - 132 - - -- - - - - _ AG =0.0 AF =72.3. + VC =0 VF =o R NGE PROFIL DRIVE LEFT 10 tr. No. 198 59.20 ULu Cn 870 i E . Elev. 865.33 Prop. Ele . $64.57 i z - - _ 50 _ - - - - - - - - - - - - - - --- AC =40.2 AF =32.2 - - - - - -- - - - - - -- - -- -- _ - - - - + VC =96 VF =57 - Str. No. 196 '' 0 50 859.90 Str. N . 198 86 .52 8 0.76 ® 131 60 859 0 Str. No. 197 o 8 0.40 860.42 ® 131+60 o 0 15 20 25 30 40 45 --- 50 - 55 60 65 70 75 0 0 5 10 35 HORIZONTAL SCALE - 35 30 25 20 15 10 5 -- ` ET 1„_5 BRIDGE FILE �v r�V 0 75 70 65 60 55 50 45 40 Y J Ec ,,,; > CI1 1 OF CARMEL 131 st STR • VERTICAL SCALE DESIGNATION M �z \POD' ��srERFOF.Q`;' FOROAPPROVAL 6-27-08 Ditch Rd. t0 Springmill Rd. NO DESIGN NGINEER DATE SURVEY BOOK SHEETS 10809004 u"S STATE OF 2\ DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 52 of CONTRACT PROJECT :,tossNDIANP ��\ LINE "A�� 06-08 U >,w %,,,,,,,, z �� oNAI. ,��� CHECKED: J.V. w f- .� CHECKED: J. CK z Ld LL- U W w W C)Cr_Jc' X C)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 Prop. EIe . 865.07 j Ex. Elev. 862.83 — ------ ------- 1;35 (135) AC =0.0 AF =13.8 + — —— - — — — — — — --— — — — — RAN CE PROFILE HENLEY CREEK Prop. Elev. 865.02 E . Elev. 862.64 - - - - - - - - - - - - _- - - - - - ( 135 135 — _ _ - - - - — AC =0.0 AF =248.0 860 + 3 t I 1 14'V. 2 0 1, 9 356.03 870 870 Prop. Elev. 864.66 1 34 E . Elev. 862.28 3 U50 +: 50 - - - _ - - - — — — — - - - — — _ _ _ _ � I I vc =o VF =468 I — --- — rl n S r. No. 203 1 1 I Ex. Water i 856.38 I I I 1 134+50 1 855.73 I I I ® 134+81 I I 11 Str. 0134+81--, I I I 870 II II R1 � I I II 11 II ` — - - - - - - - - - - — — — — - - - - - - -- - - — — — — — — — _ — — — 1 " PVC — - -- -- ---- ---------- -----8" P4'C 8., F,IC 0.71 12' PVC 8 PVC 7 850.40 8 0.44 Prop. Elev. 864.07 1 34 E , Elev. 862.52 U34 + - - - - - - - - - - -- _ _ _ 00 — — — - -- — — — — -- - — — — — 00 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ AC =0.0 AF 210.7 — - - - - - - - — - - - -- -- — — — - - - _ - - - - - -- VC =0 VF =307 - ----- — -- QStr. No. 203 co 870 870 W X 0 Prop. Elev. 863.81 _ x. Elev. 862.81 6.0 133 - - - - - - - - - - - - -- -- -10.57 1 +3 _ _ _ _ + — — — — — — — — _. _ _ _ _ r — — — — — - -- - - - -- - 68 cn t9 6 0 ve - - — o � o o; o o o € tr. No. 203 DRIVE RIGHT J% 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 M z HORIZONTAL SCALE BRIDGE FILE E RECOMMENDED 1"=5 CITY OF CARMEL 131st STREET F7_ STERF o' XcN fl o < - FOR APPROVAL 6-27-08 �jtCh Rd t0 Spr1rl 111 Rd. VERTICAL SCALE DESIGNATION NO. DESIGN NGINEER DATE 1 =5 Q 10809004 w "'u A SURVEY BOOK SHEETS w >,�� NpTgNP ? DESIGNED: J.V. DRAWN: T.B. CROSS SECTIONS of 66 Ld Of c) / ''ss�ONAL � '\\ LINE ��A97 CONTRACT PROJECT W a__J un i',, Qr� CHECKED: B.E. CHECKED: J.V. 06-08 X E W: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 75 870 870 I I ; Prop. Elev. 864.07 --- -- -- 136 3 E . Elev. 8x2.27 U50 - - - -- - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - _ - - T - 50 - - - - - — — - — - - - — -- - -858.7 - - - - -- - - - - -- - - - - - - - 861.45 860 Str. No. 207 VC =0 VF =357- ® 1 6+42 ' Trans tion Walk Slo e From Sta. 136+30, (Towards Street) 58.60 to St . 136+80 ( way from Street) 870 87n 2.O o Prop. Elev. 864.51 136 136 — E Elev. 862.29 - -- - I _b—s% 3 11 - - - - - -- - - — - - - - -- - — — — — - - - - - — — — — — — — — — — — — P7 0.0% 860 -Str, No. 206 DRIVE RIGHT ---- -- VC =o VF =o — -- -- --------- - -- -- --- — S r. No. 207 8 8.33 87.0 . 870 2.0 Prop. Ele . 864.67 — 865 1 36 E . Elev. 862.28 3 � 1 36 0 00 + — - - - - - - - - - - - - - - - - - - - - - — — _ - - - - - - - - - — — - - - - - - - - VC =0 VF =429 S r. No. 207 858.27 Transition Walk Slope Frorn Drive (Towards Street) to Sta. 136+10 (Away from Street Prop. Ele . 864.92 965 • E Elev. 862.35 3 1 35 U70 112% + 0\\—Str. No. 207 8 8.11 w (f) 870 ---- --- X 0 z Prop. Elev. 865.02 a 135 Ex. Elev. 862.64 135 am% 50 - - - - - - — - - - - - -- - - - — - - - - 50 - - - - - - - - - - - - - - - - - - - - °' o AC =0.0 AF =223.6 _ - - - - �' - _0 VF _ - - - - - - - - - - - - -- - - - - - _ - - - - - - - - - - - - - - _ N O � N 07, O O E y tr . o. 207 Lo 858.0 J i 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 w E RECOMMENDED CITY OF CARMEL - 131st STREET 1„-5' k�c �I � X N �� ����srERFa �� FOR APPROVAL 6-27-08 VERTICAL SCALE DESIGNATION N0. 01 �'. DESIGN NGINEER DATE Ditch Rd. t0 Springmlll Rd. 1"=5' .. .. Li 10809004 w - SURVEY BOOK SHEETS vow STATE OF =\= DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS w o.<�- Fs !NOiaNP �� 54 of 66 Q w z Z `'” s�ONA L ° " " CONTRACT PROJECT w LINE A w w o CHECKED: J.V. CHECKED: J.V. 06—OH � �J� X In E 1i 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 Transition Walk Slope From Sta 138+15 (A ey from Street) to Sta. 1 8+45 (Town ds Street) Prop. Ele y. 864.00 138 - - - - -- - - -- . Elev. 861.37 4:� I + 138 - - - - - 00 0 00+ - - - - - - - _ _ _ _ - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - 0 860 AC =0.0 AF =201.9 86 .40 - VC =0 VF =348 Prop. El o. 863.81 ----- 2.0% T +0.2% -4.4% 865 1 137 - - - - - - x. Elev. 861.46 _�_ -- - - - - - - -- - 73 - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRIVE L FT & RIGHT ii - - -�---- I------ -- - AC =25.3 AF =4.3 i I Str. N . 215 I i I I VC =0 VF =o 860.1 II St . SS-7 I I i I - ---- - - ---------- ----- - ® 137+82 II II ; lI II I I 1 112° PVC ----- ,_ I 849.61 - _ Prop. EI . 863.71 - --- ---- -- - 2.0% r 7.j � _ _ _ _ _ -- 137 - Elev. 861.57 + 137 859.69- - - _ - - - - - - - - - - - - - - -- - - - - - - 861.75 50 + - - - - - - - - - - - - - - - - - - _ _ _ , 50 , Str. N o.' 210 Str. No. 12A 85 .58 AC =0.0 AF =174.1 59.72 0 137+29 0 137+2 860. 0 860.06 859. 3 11C =0 VF =291 859.82 8 9.14 Str. No. 211 859.33 0137+29 ------ 0 13 +29 859.2 I Transitior Walk Slope From St c. 137+00 (A ay from Street) to Sta. 137+50 (Tow ds Street) I I Prop. Ele . 863.74 . _ ------- - 2.0% 2.0% _ - ----- x. Elev. 862.01 , _ 137 137 - - - - - - - - - - - - - -- - - - -- - - - - - _ - - - - - -- - -- - - - - - - - - - - - - - - - -- - _ 00 + - - - - - - 4 � _ - - - - - - - ' �" 81.60 VC =0 VF =265 Str. No. 212 858.89 w o , � Prop. Ele . 863.96 _ ---- - ----- - z 136 .0% cn E Elev. 862.26 �d X5:1 _ v -- �" 136 --4.0% ! ...� _ _ 62 - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 861.48 DRIVE LEFT o VC =0 VF =0 cn o Str. No. 212 a 0 85 .80 o --- L 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 HORIZONTAL SCALE BRIDGE FILE i o 75 70 65 60 55 50 „,,,,,,y E,.,,,,, , CITY OF CAR�IEL 131st STREET 1"=5' Lj -0 QN� ST,-, O�'< FOROAPPROVAL 6-27-08 DltC�1 R�, t0 S rlYl �711I Rd. VERTICAL SCALE DESIGNATION i� xN = = P g 1 =5 ~/ `�cD � ¢' NQ, � �� DESIGN NGINEER DATE SURVEY BOOK SHEETS Q -;0 0809004 DESIGNED: B.E. DRAWN: T.B. STATE 0 CROSS SECTIONS 55 of 66 U Fs w s 1ND I ANP c � CONTRACT PROJECT LLJ CHECKED: J.V. -08 O Q LINE A � ���o CHECKED: . . w _ w W W� O _j[)f X LL::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 Tl I , Prop. Ele . 864.85 2.0% 140 ;1 x. Elev. 861.19 3' 140 3 + + - - - - - 50 50 _ - _ - - -_ - - - - - - - - - - - - - - - - - - - -- - - -- -- - - -- -_ - - - - - - _ _ AC =0.0 AF =356.3 VC =0 VF =2333 8 55 8 55 _ Str. N . 219 856.7 . Elev. 861.68 - - - - - - - - - 140 1..40 _ _ - - - - - - - - - � - - - - - - - - - _ - - - _ - - - - - - - - _�- -- _ - _ �-------�- -- - - - - - - 00 860 —_ _ - - - - - - - _ / -- --------- - --- --_-- - PAVING EXCEPTION -- - — 856.55 - _ - - 86,9 139 139 i - -- - - - - - - - - - - - - - - - - Elev. 861.64 + + - - - - - - — - - - - - - — — _ _ _ _ —__=— — _ PAVING EXCEPTION — 870 870 I I I Prop. Ele . 864.88 865 --- 138 138_ - - —3. % Elev. 861.56 76 — 76 - - - - -- - - - -- - - - - - -- - - - - -- - - - - - - - - - _ AC =2.2 AF =260.2 R NGE PROFILE' DRIVE LEFT VC =0 VF =0 U) 870 w X i i 6 Prop. Ele . 864.57 2.0% CL Z - - -- - - - - - - - - - - C50 _ - -- __ _ , _ - - . Elev. 861.47 138 _ _ _ _ _ + - - - - - - - - - - - - - - - - - - - - - - - - AC =0.0 AF =273.7 Cn VC =0 VF =440 o LO o � o o o E J% 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 "'F°` CITY OF CARMEL - 131st STREET HORIZONTAL SCALE BRIDGE FILE I 1:z Q o �� �� RCk�c RECOMMENDED 6-27_08 VERTICAL SCALE DESIGNATION �� 'Q 1srF F Io XN FOR APPROVAL Ditch Rd. t0 Springmill Rd. N0. = DESIGN NGINEER DATE 10809004 w w < '-° STATE OF z DESIGNED: B.E. DRAWN: T.B. CR®SS SECTIONS SURVEY BOOK 56 SHEETS 66 0 > w S /ND I ANP C� �> >> CONTRACT PROJECT wo<I-- %, S �� \` oz oNAL LINE A Ww CHECKED: J.V. CHECKED: J.V. 06-08 W W ZQ '�'ruirnk,(�I�onpuppq�q���Pdrbrtl��` -- _ -- JCY X L::�E 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 30 870 870 I I I E . Elev. 862.84 Prop. Ele . 862.87 2.0% + �- - _ _ 00 -i- 3� - - - - - - - - - - - - - - - - -- - - - -_r J t9 6 0 858.45 Str. No. 2 2 ® 142+94 AC =36.5 AF =25.6 858.77 VC =37 VF =95 859.013 859. 1 tr. No. 2 4 85 .06 142+94 858.20 _ Str. No. 2 3 858.50 858.52 ® 142+94 Transition Walk Slope From Sta. 42+50 (Awa from Street) to Sta. 14 +00 (Toward Street) _ _ 865 ---- _----- -- 142 Prop. Ele . 862.98 2_0% ` ' 142 � _- � -- Elev. 861.97 3'T - 50 + 3', - - - -- - - - - - - - - - - / - - _ - -- - - --- - - -- - - - - - - - - - 50 860 VC =3 VF =234 Str. o. 224 - -- - -- -- ----- -- - - - 857.9 Prop. Ele . 863.38 - - -- -- - -- --- 142 Elev. 861.55 �'1 142 1 + - - - - - - - - - - - - - - -- - - - - - - - - - _ _ - - - - - - - - - - - - - - -. _ _ _ - _ - - _ _ --- ---- - A' =0.0 AF =175.3 VC =0 VF =411 II II II II tr. No.. 224 l 57.73 Str. SS-8 II II II II II II I !1L 12" PVC v_ � t9 65 I i Prop. Ele 1. 863.87 - --- - --------�-- -- - 0 Elev. 861.38 3, -_ - _ 141 _ - - - - - Str. No. 217 � + 141 57.53 - - _ _ _ - _ - - _ @ 141 60 ---- - - - - -- - - - - - _ - - - Str. No. 17A 141+6 Str.. No. 219 858.62 4858.72 1 858.80= I =: 141+60 858.14 AC =0.0 AF =268.8 VC =0 VF =591 857.03 85 5 857.9 858 04 Str. No. 218 ® 141 60 Prop. Ele . 864.36 w rT r I Elev. 861.08 141 3. + i 141 _ _ _ _ - - - - - - - - - - - - - - _ _ __-_------ -= _- _ - - - - - - - - - Z + - - - - - - - - - - - - - - - - - - - - - - - - -- - - - _ _ � AC =0.0 AF =369.9 i VC =0 VF =672 0 co Str. N 219 856.8 Transition alk Slope From Sta. 140+50 (To ards Street) o '� ° �; to Sta. 14'1+00 (Away rom Street) E- o �- -- -- 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7 ---- � HORIZONTAL SCALE BRIDGE FILE J i o 75 70 65 60 55 50 45 40 35 30 - \\\ �Y �. E� CITY OF CARMEL 131 st, STREET 1"=5' Q � ������srFq�oF,p` RECOMMENDED OROAPPROVAL 6-27-08 Ditch Rd. t0 S Y'1�1 mill Rd. VERTICAL SCALE DESIGNATION >N � N0. P X� - DESIGN NGINEER DATE 1 =5 10809004 w SURVEY BOOK SHEETS Q ° sTATEOF _ DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 57 of 66 v a--w , ` !ND NW, C�� ' » » CONTRACT PROJECT w o % NA �?` CHECKED: J.V. z z LINE A o6-oa Of L CHECKED: J.V. w LLJ 0 Qf0�_jry 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 I 145 E . Elev. 865.93 Prop. Ele . 865.19 50 - - - — — - - --- — — — — — — — — r ° 145 AC =63.4 AF =50. - --. .� -� C9 6,9 VC =104 VF =84 , — — — — — 50 tr. No. 232 - 60:75 E . Elev. 865.00 Prop. Ele . 864.63 + 3' -- - -- - - _ 00 - -- - - - - T _ _ — - - - - - - - - - - - — -- - - - - — - - - - - - - - - - - - _ - - - - - - - - - - - — - - — — - � FT- — -- 860.26 Str. No. 2 7 00 S r. No. 22 860.58 860.00 AC =48.7 AF =39.9 860.82 Str. No. 2 8 -------- VC =148 VF =91 7860.4 860.48 i i 144 E . Elev. 863.89 Prop. Ele . 863.89 34+' t9 6,9 — — - - - - - - - - - - - - - - - - - - - - - -- - - - — — — — - - - -- - - - - — — — — - - - - - - - - - - - - - - _ - - - - - - - —2.0� ' — - - - - --- 144 AC =72.3 AF =34.5 - - - - — - -- - - - - - - - - - - + VC =68 VF =50 — — — 34 tr. No. 229 -----— , --- --- -- CARDIF DRIVE RIGHT 59.51 I � i I w I 144 00 - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - — — — — - - - - - - - - - _ - - - - - - - - - - -- __- -- - - - -. 144 AC =35.2 AF =44.7 VC =83 VF =69 00 tr. No. 229 59.25 Ex. Wote I 144+02 854.16 ( 1 i v w a v O I U + Prop.- 50 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - _ _ - + - - - - - co AC =54.6 AF =29.6 50 VC =84 �2 N VF =51 O 2 N Ln O ° tr. No. 229 — --- 58.86 Y U OCT m (D �� 75 70 65 60 55 50 45 10 L V 40 35 30 25 20 15 5 O iN 10 15 20 25 30 -- 5 45 50 55 60 65 70 75 -- --- PO ��isrFR ccp RECOMMENDED CITY OF CARMEL - 131 st STREET HORIZONTAL SCALE BRIDGE FILE 1"=5' � �w _ ��" ``` N0. �° � - FOR APPROVAL DESI 6-27-08 Ditch Rd. to S r1 VERTICAL SC n mill Rd. ALE DESIGNATION 0QZ10809004 = GN NGINEER DATE 1"=5 O = � w = w w w o STATE OF ?\ DESIGNED: B.E. DRAWN: T.B. SHEETS CROSS SECTIONS SURVEY BOOK � �--j� cS' NDIA0, X �LL� ',/ s/ ��G' \\ NAL `" CHECKED: J.V. �q 19 CONTRACT 58 PROJECT 66 CHECKED: J.V. LINE A --- — 06-08 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 _ - - - - - - - � - - - - ` — — — — - - - - � � + 00 -- - - - - - - - — — — - - - - �-- - - - R 65 12" Wood Ri ipeline - - - - - - - — — — — 0 148+10 — « — - - - - 147 Ex-.-Elev. — _ _ - ---- ---=— — — _ -- -' r 1.47 + — _ _ - -- - - - - — + - - - - 50 — , — _ AC =25.3 AF =4.3 l i 870 _ _ Ex. Elev. 867.75 Prop. Elm 867.72 147 + _ - - - — � 147 - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - — � — _ + 00 _ - _ — _ - - — — — AC =23.7 AF =22.7 00 _ — 146 E Elev. 866.99 Prop. Elev. 866.31 + - - - - - — — — ! _ � � 146 - - - - — - - - 50 _ -R 65 50 VC =121 VF =128 - - - - - - - - _ - - - — Str. No. 2,30 � ® 146+50 Str. No. 232 862.02 862.50 ® 146+50 Str. No. 231 - — -- — Z861.86 861.92 ® 146+50 Ex. Elev. 866.65 Prop. Elev. 865.75 146 - - - - - - - - - - - - - - - - - - - - - - _ - -- - - 146 _ . =704 AF = _— 00 -- — 00 _ — — — _ VC =124 VF =132 X tr. No. 232 --- — -- 61..27 I i I I � ---- Z Str. SS-9 11 1 @ 145+85 I I 1 co I o II II � 11 II — — 1.1 I I 8° vc II II o 84-87 O� O �- -y O i E d 12" PVC a 847.72 Y 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 J� O M j a I I < z HORIZONTAL SCALE BRIDGE FILE ���� \\o` � � XN �FOF;�` RECOMMENDED 2",4 6 7 CITY OF CARMEL — 131st STREET 1"=5' FOR AP 2 08 'PROVAL Ditch Rd. t0 Springmill Rd. VERTICAL SCALE DESIGNATION N0. - , = DESIGN NGINEER DATE 10809004 j 1 =5 W z �� STATE OF DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS °z z F,q !!VD I oAP, �c� 59 of 66 NAL °\\\\ CHECKED: J.V. CHECKED: J.V. LINE ASa CONTRACT PROJECT w �_J unruiim u a Sao„ X C Li_:�i 06-08 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 835 40 45 50 55 60 65 70 75 . Elev. 888.21 4 q Prop. Ele 1. 889.83 - - - - - - - - - - - � - _- - - 05 05 — AC =0.0 AF =176.9 U9 t9 9 t9 C9 9 VC =0 VF =546 — -------- — I ; E . Elev. 887.93 Prop. Elev. 889.55 ------ -- - - + + -- - - _ -- --�- -- -- - _- �_ - 15 15 - - - - I AC =0.3 AF =150.8 C9 t9 5 VF E . Elev. 888.05 — — _ Prop. v. 888.81 3 2 2 ` - 20 AC =11.7 AF =92.0 no �- 885.00 To Str. Nd. 130 Str. No. 13011 i Prop. Elev. 888.88 ---- - - + u90 AC =45.1 AF =79.7 VC =93 VF =130 8 85 V) 895 X i 0 Ex. Elev. 888.18 -9 D _ _ — — — _ t— ---— + T � - - - - - - - --- 50 50 AC =80.2 AF =95.5 _ — X o = = -- — i � J , M .-� Ci6 m LLJ o w z _ HORIZONTAL SCALE BRIDGE FILE ° "Z -�� FCk RECOMMENDED CITY OF CARMEL 131st STREET 1"-5' o! X Q��e���sr�RF0 �< FOR APPROVAL 6-27-08 VERTICAL SCALE DESIGNATION N0. DESIGN NGINEER DATE D1tC�1 Rd. t0 Springmlll Rd. 1"=5' 10809004 w = SURVEY BOOK SHEETS w ° STATE OF �\\ DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 1 60 of 66 z �NDIANP LdO Q Z 0%00, / w z_ ONAL 91 '� CONTRACT PROJECT LL- w o CHECKED: J.V. CHECKED: J.V. LINE 06-08 Of Of X �IL� 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 F,0 65 70 75 — Ex. Elev. 881.19 Prop. Elev. 880.44 4 00 -- 8 C9 0 -( AC =113.4 AF =91.1 3 00 VC =178 VF =212 3 1 + _ EX. Elev. 880.92 Prop. E16. 879.88 3 - - - - --- _ = 2 - ------- - 71 AC =147.1 AF =0.0 VC =0 VF =0 - -- — ----_�__-- _ RANGE PROFILE DRIVE RIGHT t9 85 �- �_- --. - 1� — -._ Ex. Elev. 878.29 Prop. Ele . 879.72 + ------ 50 + 50 AC =79.1 AF =137.3 — — VC =533 VF =280 -` — — — ags — Ex. Elev. 884.20 Prop. Ele . 881.75 C9 85 — 2 40 2 sgn + AC =182.6 AF =0.0 40 VC =679 VF =1 Ex. Vfater J +16 79.4 i U w i U a ----- J E . Elev. 885.70 Prop. Ele . 882.68 z C+5 C �, z 0 J AC =224.8 AF =0.4 -12 to � --- - o 1+54 o � 881.4 o u0 0 U E r7 Y U�ap M Q) 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 > i z J Q w „ ,� ��„ 60 65 70 75 ~�� �Y J. FO " HORIZONTAL SCALE BRIDGE FILE ~io' XN o�\ �F RECOMMENDED CITY OF CARMEL - 131st STREET ��srF Ditch Rd. t0 S rin mill Rd. VERTICAL SCALE DESIGNATION FOR APPROVAL -�6-27-08 �w = � 10810V9004 w ; DESIGN GINEER DATE � � « SURVEY BOOK SHEETS CROSS SECTIONS Li ozz srarEOF ? DESIGNED: B.E. DRAWN: T.B. U S ND I ANP ('j w _. 61 of 66 w w o Elf ft� O AC x oF,: � °�� —CHECKED: J.V. HECKED: J LINE l'� " CONTRACT PROJECT .V. .V. l __ 06-08 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 90 95 � I E . Elev. 886.30 Prop. Elev. 885.49 00 ==fF 51 VC =91 VF =0 00 i I E . Elev. 885.52 Prop. Elev. 885.15 I — 50 / AC =40.7 AF =0.1 U50 s VC =66 VF =1 E . Elev. 884.49 Prop. Ele . 884.42 - - - - _ -- 50 - _ 00 AC =30.8 AF =0.9 + VC =49 VF =1 00 890 890 8 R.5 EL Fley 883 58 Prop, Flev- 883.58 i I I 49 ------- - - - - 49 50 - f - AC =22.0 AF =0.0 50 VC =20 VF =0 - w i i E . Elev. 882.94 ! - ------ --- 8 85 49 �- _ 49 z Elf 00 AC =0.0 AF =0.0 — — — 00 a 0 i Q (v Cf) � CL -- -- -- - o oLO ° EQri L L Y C-)Of OCT �a-0 m 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 90 95 L'i -1 D>wl zz HORIZONTAL SCALE BRIDGE FILE �- EC CITY OF CARMEL - 131st STREET � � xN k �����srERFOF,p< FOROAPPROV D 6-27-08 N0. = DESIGN NGINEER DATE Ditch Rd. t0 Springmill Rd. Cf) VERTICAL SCALE DESIGNATION m J = 10809004 W - - -5'-10 Qj LJ o z z NoTANP.. DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS 62 of 66 w LL- _j° °"°ss�ONAL �� '\ "PR— S - 1 --A" CONTRACT PROJECT -- " NE CHECKED: J.V.,, V CHECKED: J.V. 06-08 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 90 95 i i — E . Elev. 884.60 Prop. Ele 1. 883.74 –5.1q U68.50 68.50 _ AC =114.0 AF =0.0 VC =o VF =o T RANGE PROFILE DRIVE RIGHT Ex. Water 52457 88C,3 i I 52 — -- --- -- — — — — — Ec Elev. 884.84 Prop. Elev. 884.05 52 50 L+2.0� — — — — — �_ — 50 i AC =71.4 AF =0.0 VC =128 VF =0 E . Elev. 885.89 Prop. Elm 884.88 52 -- - - - - AC =67.1 AF =0.0 00 VC =102 VF =0 i C9 0 89 0 --- --- Ex. Elev. 886.12 Prop. Elm 885.40 — — — -- --- -- — 51 — - --- — 50 - AC =43.1 AF =0.1 50 l VC =93 VF =0 E . Water +0.9% v w CID < 885 X 51 _ E . Elev. 886.43 Prop. Ele . 885.50 Z + z +2.0� +2 07— r5l F– — --- + AC =53.1 AF =0.0 VC =0 VF =0 — R WE PROFILE' DRIVE LEFT C9 t9 0 I � ' °o - 70 O/ � O �� EQ 0 Y 0 J o w 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 M 65 70 75 80 85 90 95 I <Q)w I/z z HORIZONTAL SCALE BRIDGE FILE W U J 0\a 1tl;era o F RECOMMENDED CITY OF CARIVIEL — 131st STREET , -5 i o. X �� �� srFRFO FOR APPROVAL 6-27-08 N0. Ditch Rd. to Springmill Rd. VERTICAL SCALE DESIGNATION Q DESIGN NGINEER DATE 1"=5' w 10809004 W 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 f0 75 80 85 90 95 C9 0 E . Elev. 885.37 54 - - - - - - - _ _ 54 - 47.74 + 47.74 E . Elev. 884.64 Prop. Ele . 881.87 5 3 � � - - - - - - - - -- - - - - � (54+2.0% +2.0% + AC =226.2 AF =0.0 00 VC =347 VF =0 -�---- 878.11 - --- - Str. No. 154 878.11 878.01 877.76 0 3+97 - Str. No. 15 877.66 ------ 0 53+97 890 90 E . Elev. 884.14 Prop. Elev. 882.35 53 3'� - - - - - - - - - - - _ - 53 880 !+ +2.0% 50 +2.0% - +5 O AC =148.4 AF =0.0 --- VC =228 VF =0 j 8_85.: --- -! --- �� -4.0% �-- z - 880 - - - Ex. Elev. 884.17 Prop. El 882.81 3 - - 53 - C) w_ 53 + +2.0% - - 22.70 +1.8% - + 22.70 t9 t9 0 AC =114.0 AF =0.0 RANGE PROFILE DRIVE RIGHT VC =0 VF =o - - i X a i C7 I i z - - - Ex. Elev. 884.32 Prop. Ele . 883.20 cn 4:j - - --- - --- --- rl+ .0% + + 00 o 880 AC =98.2 AF =0.0 VC VF =0 RC90 o .2 �o o j3rn o �Q Y U of J 0 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 M w 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 �,;zz Llj HORIZONTAL SCALE BRIDGE FILE U J ~'�° -�Y J fC� RECOMMENDED CITY OF CARMEL - 131 st STREET 1"=5' �isrF Im XN �P��� RFO��P� FOR APPROVAL 6-27-08 Ditch Rd. to S rin mill Rd. VERTICAL SCALE DESIGNATION N0. DESIGN NGINEER DATE 1"=5' Q = w -;0 10809004 W = - SURVEY BOOK SHEETS Ld �zz �� ������ ��,,- DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 64 of 66 LLJ w S mx o " „�,,,,,,��ONA L CHECKED: J.V. CHECKED: J.V. LINE "PR- S - 1 -A" CONTRACT 06-08 T 75 70 65 60 55 50 45 40 35 30 25 2.0 15 10 5 0 5 10 15 20 25 30 35 40 45 _ 50 55 60 65 70 75 . Elev. 890.10 Prop. Elev. 889.98 52 52 8-9p — 37 37 AC 27.5 AF 2 VC =36 VF =4 t9 85 I I E . Elev. 888.88 Prop. Elev. 889.85 2 .3 ' __ . - �-- - --- — — — + + — - - - - -- — 00 AC =24.5 AF =4.0 00 VC =50 VF =9 E . Elev. 889.62 Prop. Ele . 889.59 Rqn 50 AC =29.3 AF =5.6 VC =51 VF =56 8 C95 i E . Elev. 889.39 Prop. Elev. 889.34 • 3 + + y- T 00 Str. No. 126 885 —51+28 886.80 ® 51+'118 . 129 885.62 AC =25.3 AF =55.2 E . water 8 6.66 VC =16 VF =54 885.00 � 884.55" $ 535 Str. No. 127 J 884.80 @ 51+28 884.90 Str. No. 12 -- 51+28 - - i w `o 50 + E . Elev. 889.38 Prop. Be . 889.24 80 Z •� 80 AC =16.8 AF =89.9 VC =0 VF =0 Q co -- 8 85 U) ° From Str. No. 123 _ To Str. No. 132 --- Ex. Water o!u3:,i 50+54 883.95 oQr J-co o M �.z Z � J E // HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL — 131st STREET Lli iQ�����srFRFOF,pI ROROA APPROVAL 6-27-08 Ditch Rd. t0 S rin m1II Rd. VERTICAL SCALE DESIGNATION XN P g =' �' No. DESIGN NGINEER DATE 1 -5 Q o 10809004 - y _ SURVEY BOOK SHEETS Li n STATE OF �, DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS 65 of 66 U > w �5 ' .!hD ANP= C�� w ��� % S� w o CONTRACT PROJECT z �� NA CHECKED: J.V. CHECKED: J.V. LINE " S — 2 —A" elf Of-J_ry X �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 E . Elev. 889.88 U55 U55 I E . Elev. 889.78 — + 00 00 E . Elev. 889.78 50 — 50 I i 885 . 85 I E . Elev. 889.93 Prop. Elev. 889.93 Fig 0 U00 AC =22.6 AF =0.0 � _— — — -- — — — U VC =44 VF =1 t9 U95 R t9 5 w R 95 co 8 x I CD E . Elev. 890.13 Prop. Elev. 890.00 z - - — - - 6.1 — --- cn 50 AC =25.3 AF =1.3 — — — -- — — — — — — — — JQ VC =13 VF =1 N � � 00 r7 2 O "� U E-11-) J� O m �w HORIZONTAL SCALE BRIDGE FILE +,Z Z iiumi,, E CITY OF CARMEL — 131st STREET 1"=5' RECOMMENDED I X N 2P� ��G1ST�RFO � FOR APPROVAL 6-27-08 y, VERTICAL SCALE DESIGNATION N0. DESIGN NGINEER DATE Ditch Rd. tO Springmill Rd. 1"=5' 10809004 W �w ° STATE OF � DESIGNED: B.E. DRAWN: T.B. CROSS SECTIONS SURVEY BOOK SHEETS w FS !ND I ANP �� 66 of � �J� » » CONTRACT PROJECT - LLJ w o CHECKED: J.V. CHECKED: J.V. LINE S — �+—A 06-08 x o E::2 --- — —