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Home My WebLink About131st Street Improvements CITY OF CARMEL TN PROJECT NO , 06 NIO M ® 010N 131st STREET IMPROVEMENT PROJECT OWNER CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 Z (317) 5 71-2400 W ROAD RECONSTRUCTION ON 131st STREET FROM SHELBORNE RD TO TOWNE RD TOPOGRAPHIC SURVEY BY: L OCA TED IN SECTION 29, T18N, R3E, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA CROSSROADS ENGINEERS, P.C. W 3417 SHERMA N DR. GROSS LENGTH: 0.819 mi. BEECH GROVE, IN. 46107 PHONE: (3171 780-1555 O NET LENGTH: 0.819 mi. CONTACT: TRENT E. NEWPORT HOLEY MOLEY SAYS LONG.: I" = 20' PROFILE: HORIZONTAL: 1" = 20' ''DON'T DIG BLIND'' PLAN: TRANS: 1" = 20' MAX. GRADE. 1. 70% BEGIN PROJECT VERTICAL: 1" = 5' STA. 108+50.00"P R-A" _ STA. 108+50.21 "A", 11 .92' LT. 421 R2E R3E W 146th St V ui "IT'S THE LAW" vu:��""Mmroea 22 23 24 24 19 20 21 1-800-382-5544 O W 141st St M■l um ITAn uv M 0 No o ff M AMNIr uN tnp�OWq►An 'to� o aAri�nllE IIp�iCr11 31 W 136th St Smokey Row Rd. W 136th St Lu LLJ 93 O O Z Q- C: o Farrar, Garve &Associates Y o a vsion of ClarA-Dietz, Inc. o O o O �c 8900 Keystone Crossing Suite 900 m Q p �� Indianapolis, IN 46240 Rd co �►�� aCi 31st S -8900 FAX(317 844-9158 aci 25 30 c a m �' 29 28 27 26 i` 25 ��■■r lz:c 3 ` o� � ) 126 St �� ca 126th t N W 126th r P.T. 112#69.93"PR-A" ock = M ark, le tz P.O.r. 112+69.93"A" An ad ENGINEERS 36 3 31 32 3 34 N 35 �� 36 W 121st St a c �v�`u..��,.,,.,N�,. c o �v�,5 A, �0 w.d` a IZ- Cz K 193M177 %0 0 = °- o V -o�`• STATE OF rs W 116th St ,, �fS...! ...... ��►��r �3�O IAtN.: •,,, 421 � O U 0 31 VEND PROJECT o4- 14-2008 O STA. 147+ �� 00 A �ERTIFIE_ D BY. DA TE Z DESIGNED: JAL CHECKED: MP LOCATION MAP DRAWN: MDR CHECKED: JAL Sua IF . 2W w SHEETS uj PROJECT LETTING DATE: 05=07w200 1 of 78 g s O APPROVED BYi BOARD OF PUBLIC WORKS AND SAFETY CITY OF CARMEL ROAD STANDARDS, JAMES BRAINARD, MAYOR - CHAIRMAN CURRENT INDIANA DEPARTMENT OF FINAL PLANS TRANSPORTATION ROAD STANDARDS, AND MARY ANNE BURKE - MEMBER INDIANA DEPARTMENT OF TRANSPORTATION T 0 ION LORI WATSON - MEMBER STANDARD SPECIFICATIONS DATED 2008 TO BE USED WITH THESE PLANS. T ©t 06fAv/D GENERAL NOTES UTILITIES All earth shoulders, median areas, cut and fill slopes shall be plain or mulch seeded except where sodding is specified. CABLE GAS The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial or complete cross sections shall be taken if necessary to determine the actual excavation quantities. INDEX BRIGHTHOUSE CABLE VECTREN GAS CO. The paper relocation will be cross sectioned by the En ineer before construction. 3030 ROOSEVELT AVE. P.O. BOX 1700 Existing asphalt pavement located outside the construction limits. between Sto. --------- and Sta. SHEE T NO INDIANAPOLIS, IN 46218 NOBLESVILLE. IN 46060 - DESIGNA TION shall be removed as directed. ATTN: JOE EVANS ATTN: DON PERDUE The quantity of peat excavation shown on the plans has been estimated on the basis of theoretical cross sections TEL. : 317-339-9075 (EXT. 2631 TEL. : 317- 776-5534 b using treatment of existing fills, treatment by removal, or treatment by dip placement where each treatment applies. 1 TI TL E SHEE T ELECTRIC SANITARY SEWER 2 GENERAL INFORMA T ION & INDEX SHEET DUKE ENERGY CLAY TOWNSHIP REGIONAL WASTE REPRESENTS GENERAL NOTES REQUIRED 3 TYPICAL SECTIONS 100 S. MIL L CREEK RD. 10701 N. COLLEGE AVE. NOBLESVILLE. IN 46060 INDIANAPOLIS, IN 46240 4 - 5 PLAT NO. I ATTN: FRED COMBS ATTN: CANDY FEL TNER TEL. : 317- 776-5347 DREW WILLIAMS 6 TRAFFIC MAINTENANCE DETAILS ATTN: MICHAEL KOONTZ TEL. : 317-844-9200 7- 16 PL A N TEL. : 317- 776-5539 WATER & PROFILES TELEPHONE CARMEL WATER 17 -TEMPORARY PAVEMENT DETAILS SBC/AT81T 3450 W. 131st STREET 5858 N. COLLEGE AVE. WESTFIEL D, IN 46074 18 - 19 INTERSECTION DETAILS INDIANAPOLIS, IN 46220 SEND PLAN T0: 20 - 21 SPOT ELEVATION DETAILS ATTN: GREG CAMMACK MR. JOHN DUFFY DAVE MUSALL CARMEL WATER & WASTEWATER UTILITIES 22 - 23 PAVEMENT MARKING DETAILS SUITE 110 TEL. : 317-252-5143 760 3rd AVE. 24 - 25 EROSION CONTROL DETAILS WASTEWATER CARMEL. IN 46032 CARMEL WASTEWATER TEL. : 317- 733-2855 26 SANITARY SEWER PLANS 9609 HAZEL DELL PKWY. 27 SANITARY SEWER DETAILS INDIANAPOLIS, IN 46280 ATTN: ED WOL FE • PAVED SIDE DITCH & SODDING TABLE TEL. : 317-571-2634 HOLEY MOLEY SAYS: 2.8 EROSION CONTROL TABLE 2.9 SIGN SUMMARY TABLE 30 - 51 MISCELLANEOUS TABLES "DONT DIG BLIND" 1-800-382-5544 32 A PPR OA CH TA BL E CALL BEFORE YOU DIG 53 - 36 UNDERDRA IN TA BL E ,37- 39 STRUCTURE DATA TABLE REVISIONS 40 - 41 PIPE MATERIAL SHEET SHEET NO. DATE REVISED 42 - 78 CROSS SECTIONS 1 - 5 LANDSCAPING/PLANTING PLANS AND DETAILS N W W W q qN 7 � 1 a° �g111u11x11bbbb 0 OR AP PRO ADL �' 04-14-08 HORIZ NEE SCALE BRIDGE FILE •' `' `: DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION PE19300177 NONE ' -o,`• STATE OF DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS ...!. ..... ��. INDEX 2 of 7$ s�'oNAL E��► CHECKED: MK CHECKED: MK 131st STREET CONTRACT PROJECT CARMEL 06-10 L ine "PR-A'; "A" & R/W Construction R/W 44' 44' Varies 10' 6' 2' 16' 2' 8' 8' 2' 16' 2 6' 10' Varies 3.-1 *fix 4% . 4Y Ex. Ground G 2- 2-X -2.07. `— , K P.G. � 19 P.G. K 2.0/. 2.0% 2 0% 3.1 •1 . .� _ 3 f � Ex. Ground 2' 2' 2' 2' - 9: U U To Be Paid For as 2-4" 0 Sch. 40 Conduits Subgrode Treatment Type I Subgrode Treatment Type I * Combined Curb & Gutter, (See Conduit Detoil) Type III TANGENT SECTION PRIMARY ARTERIAL (131st ST.) 5' Sto. 108+50"PR-A " to Sta. 112+69.93"PR- A " 19 Sta. 112+69.93"A " to Sta. 14 7+00"A " 1 Ex. Ground ---z-Ex-. Ground Concrete Area* ------- -- ------ -- --Max- 8.5' 8.5' Ex. Path co R G Varies From 2' to 7' I1' L eft Turn L one 3-f Ex. Ground ---� Ex. Ground Line "PR-A" „A„ & *ox. ----------------------------- ---- ----- __.::.... .... 1 9 9 Construction C \ Ex. Path Slope Varies 1 9 2_0% P.G. 1.0%_ PG. 2.OX SECTION MAINTAINING EXISTING PATH PLAN VIEW v (SEE PLAN & PROFILES FOR STATION RANGE) Polyethylene Identification Tope o [REVERSE FOR LEFT SIDE] .4 Directly Over Conduit 5 (See Note 2) #10 Copper Wire CONCRETE CENTER MEDIAN 2' 2' o (See Note 3) Proposed Storm Sewer (At Eastbound Left Turn L ocotions) [Reverse for Westbound] �, 4" 0 Interduct N - N 'ti P.G. Transitions From 10 Lt. & Rt. of Centerline to V , • 2, 4" 0 Open Conduit 8.5' L t. & Rt. of Centerline in L eft Turn Topers - 2° o - Concrete Encasement SIDE VIEW _ • ° . V Ex. Legal Drain (Pond to Pond Connections) DETAIL FOR NOSE OF CONDUIT DETAIL 24" N ° " e - ° • : ° N CONCRETE CENTER MEDIAN - - 6" 18" NOTES: 3" Top Soil NOTE: Proposed Overflow Pipe 1. 4" Did. Interduct Conduit Shall be PVC Schedule 40. The Interior of Each R 2" Pavement The costs for all labor and materials LO Interduct Shall be Specifically Delineated With 4 Constrosting Colors. - associated with the concrete saddles sholl 2' N R 1" CD be included in the costs of other items in 715. 2" 2. The Polyethylene Identification Tape Shall be Metallic and Have a Minimum - _ . ° v , Concrete Encasement Thickness Of 4 Mils. The Tope Shall Read (Caution Fiber Optic". Tope Shall 4 a' - Class "A" N Proposed Storm Sewer be Placed Directly Over Pipe, 18" Below Final Grade. i Conc. ° Compacted Bockfill 3. 10 Gauge Insulated. Solid Copper Wire Shall be Attached Directly to the Outside of the Open Conduit Every 10 Feet. 4. Hondho/es Shall be Placed at Location Designated By City Engineer, Si CONCRETE SADDLE BETWEEN But No Greater Than 400 Feet Apart. Underdrain Trench To Be STORM SEWER PIPES Flush With Back Of Curb No Scale 5. Contractor Shall Submit Shop Drawings of Interduct and Handho%, ° For Review and Approval. Install Filter Fabric on Perimeter of Trench & N 6. Both the 4" Interduct and the 4" Open Conduit Shall be Paid for Under the Item Overlap of Subgrode Level "Conduit, PVC, 4 In" #8 Washed Aggregate Pipe, Type 4, Circular, CD N 6': Doub/ewall, Smooth Interior 3" Min. 3" Min. ....... .............:..... .... .. .....:..:... G� U) L N- 1 - _ X 12" Min. ZLEGEND �' G Ex. Path z © Recreation Path COMBINED CURB & GUTTER TYPE II AND w 165#/Syd HMA Surface Type "B" on SUBSURFA CE DRA IN 275#/Syd HMA Intermediate Type "B" on No Scale PLAN VIEW ~ 5" Compoted Aggregate #53 Bose on 24" Compacted Subgrode Prop. Bock of Path Varies (10 Min., � a 18" 6" K HMA Pavement NOTES: 30' Max.)- p o 165#/Syd HMA Surface. Type C. 9.5mm on G 1 N a 275#/Syd HMA Intermediate. Type C. 19.Omm on Intergra/ Curb With Concrete Pavement Shall be Similar Shape Cross Slope Varies Match Ex. Grade Q! q `' 385#/Syd HMA Bose, Type C. 25.Omm on (2% Max.) Ex. Front of Path R 2 330#/Syd HMA Intermediate, Type C. OG, 19.Omm on Cure All Exposed Surfaces 330#/Syd HMA Bose. Type C. 25.Omm on Slope 1� /4" /Ft - 12. R 1° w Compacted Subgrode Contraction Joints Shall be Tooled Or Sawed in Continuously Poured Curbs to a Minimum Depth of 112" Prop. Front of Path [loss "A" ® RPM, Type 2 (Yellow) Ex. Bock of Path Conc. � Dampen Subgrode Before Placing Concrete PROFILE VIEW Underdrain (See Standard Drawing 10-9) Combined Curb & Gutter Type II (See Standard Drawing 10-11) Control Joints Every 5' Minimum on Radii Otherwise Every 10' Minimum Combined Curb & Gutter Type III (See Standard Drawing 10-12) No Backfilling Or Compaction Moy Occur 12' From Curb Until RECREATION PATH TRANSITION DETAIL COMBINED CURB & GUTTER TYPE III 5 Full Days Hove Passed After Placing Concrete No Scale ® Decorative Colored / Patterned Concrete (6" Thickness) NOTES: Cr No Scale Installation Required: Both Sides of Pavement ® Sodding Special Path Grade Set at Front of Path. M Transition of Bock of Path not Shown on Profile. ro ,Nw""NNNp4N HORIZONTAL SCALE BRIDGE FILE RECOMMENDED � •• �Of' FOR APPROVAL Q' 04-14-08 114 = P M �.., ��' •..* CITY OF CARMEL H0. V DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION �• - � PE 19300177 � NONE tp ,a STATE OF $ CD DESIGNED: JAL SURVEY BOOK SHEETS �o�•.•..� fA ..: DRAWN: MP TYPICAL CROSS SECTIONS 3 of 78 CHECKED: MK CHECKED: MK 131 st STREET CONTRACT PROJECT .q a��N111NNN i., CA RMEL 06-10 SEC 30, T188, R3E 0 0 0 SEC. 29, T18N, R3E 0 C) C) CLAY TOWNSHIP O O O CLAY TOWNSHIP C) Q 0 HAMILTON CO. + + + HAMILTON CO. -+ + + O UD p U") p U") O O r r N N T T i T Tr T I � I I j I O 50 100' 200' I I SCALE: 1" 100' I I I I I I I CO I � I yq CURVE DATA LAKE #1 Z p HAMILTON COUNTY BOARD OF i SHEL BORNE PARK I LQ .c COMMISSIONERS P.1. 11119.48"PR-A" I I J SEC. I REPL A T I INST. #2003- 00025256 1 _ 2 " lL T1 i INST. #2002- 81795 I Q • D - 05 5 03 3 3 I I Z � V) T = 150.50 I I • L = 300.94. I I �------------------------------- I� a R = 6,800.00' i i-------- ---- Q Q Lo E = 1.67' I e = N.C. i i L; i ROBERT R. GOOL D I N I - I I I oc --, 'I I INST. #1989 00595 Q o BEGIN PROJECT i z i Q • i J ~ ,� Lu I a STA. 108+50.00 P R-A : a o o a, i J MATCH WITH 131 St ST. & I L I r------ �° I I Occ I OQO I I j J to SHELBORNE RD. �, i i ° WvQ1 i i °o L ° ROUNDABOUT PROJECT) W I �, I °� o I I O I o ` � � I Jo L- oc O I O Q J V � I Qcn I I I W Z W I I ti I I � o I 00 Z O I I I I N P.O.T. 101f99.15"PR-A" = P.C. 109 68.98"PR-A" i i i i W i # P.O.T. 102+00.00"A"I 40.72' Lt. .T. 112+69.93"PR-A" Bock p : O.T. f q q I I I I h Z 112 6993A Ahead I I I � Z W .... . ... ..... ... .... ... .... :. I L ------5------ -------- 131st�,_ST LINE . ..A ._ .: .. .:A .. I4 Ste: L„ e...... . ..... LINE � & App. 1�'4 Sec. L one �� _ _ .... . .. . .. ._ ..: _ _.. . . .., . ..:.:... ......::..... __ o I .0. . 100 00.00 `� — � ar.ra . il?YyiiirYlLrra�r �,TVl9w+]i.C»rcrrr ..� arruuYY. -rte wrs-.rs .-rrs.•11.,1W1 - Y.raas Q I I L0 I -- -- -- -- C� I I .......... c\C R NII 00 r ` - -- -- -- -- -- -- -- -- -- -- -- -- OWp~ O� W r I i i I I �3Z•�O O Ii , lQVr� ,' I P.1 12654.51"A o;S W h - , I !� • , r a 1'40„ )t. N O — _ (No Curve Run LLI o I O MARGARET COLE RUSSELL Z Q i i 4 i W J i ; i Gs,� `�\ \� POND INST. #2005- 00071235 o J i i W i ; a 1 Z I I I I �L � �---------� .......... .... .. --——————————————————— , I I I Ltj Z L------------------- I I to I HAYDEN RUN L I SEC. 1 O � rn SECONDARY PLAT I INST. #2002- 00071381 05 con ABERDEEN BEND i c # PC 3, SLIDE 58 • W i INST. #2005 - 00066134 I Q Lu Z I I J O QZ I PC 3, SLIDE 739 I I I Z z W ti Q I j O CD cr I I I �r I I o m CD HORIZONTAL SCALE BRIDGE FILE RECOMMENDED FOR APPROVAL d' 04-14-08 1" = 100' DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION PE 19300177 NONE CD CD •o SiAiE OF .:•� DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS 'o''••.. ��1.►.:.. ;��. PLAT NO.1 4 of 7$ `Q sSNll �� CHECKED: MK CHECKED: MK 131 st STREET CONTRACT PROJECT CA RMEL 06-10 P L—OD Il C) O O SEC. 29. T18N, R3E O O SEC. 28. T18N, R3E O O O CL A Y TOWNSHIP O O CL A Y TOWNSHIP + + + HAMILTON CO. + + HAMILTON CO. O Ln O Lo O M co qql- UD I I I I I I I II O 50 100' 200' I I I SCALE: 1" = 100' L---------------------------------------------- - -� I I I I Ic I J I � THE L AKES A T HA YDEN RUN i INDIANA LAND DEVELOPMENT CORPORATION PLAT CABINET 3, SLIDE 69 INST. #2005 - 00023122 Q i END PROJECT STA. 147+00.00"A" (MATCH WITH 131 st ST. & .:... ............ TOWNE RD. ROUNDABOUT PROJECT) o W • za LLj POND P.O.T. I RP = STA. 153+10.69"A., O I ESP O P.I. = 43 74.71"A" � . -- -- N PROJECT) W (ROUNDABOUT PRO Q W ...:..R,, . ., - - ..._... ..._..._..._...�... ... . • R o .L,I1�E A & Abp. 1��4 .Sec� �..�n�,,,,,,,,,,.. , .,,:,.,,,:::,:�,,,::,:: ,., ,,, ...,,.. 1315t ST. ..,:..,,,_,,, ., ,,,. .,,......................... I R/W R4 „ , N _..._... ..._..._..J—...��...�_..._..._... —�--'---= — -- ---- -- — -- -- -- -- -- -- — -- -- ------------------ �- -- , , Q TRIL L IUM V � I O i TRIL L IUM . :: I ��: o Q �, I Z I MARK G. & I REBECCA A. I --- -a-- --4- I I I I I -- C7 ----- I � Z •;' I Z CV I HEA118ISON O z rn i j rn i INST. #193- 33694 i I p `I i , l ,. CEP . I �S •� I I 05 V) ---- N • � � I I I j I` � J ��- --;-� I I I I I j I I • Q I lV I I --- 1 ------ 1� I I I I N I� w Z W I •c I I I I ---- BRENWICK TND COMMUNITIES, L L C I W i i i i i [ i - - i i INST. #2002- 00032380 _ I `ti I I I I I I j I Q a I I I ------ - \ ------ r I I I t 1 1� IN POND CD C c- m CDs� c� HORIZONTAL SCALE BRIDGE FILE a �5 A, `` RECOMMENDED - , ITI �� FOR APPROVAL d' 04-14-08 CITY OF CARMEL 1 100 3 ;• `' E DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION �•( _ NONE PE193DD177 CD DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS } ,o?o�•.••.STATE� �.;.•• ' �`� PLAT NO.1 5 1 of 1 7,8 ' "J?ON,N.,E�� CHECKED: MK CHECKED: MK 131st STREET CONTRACT PROJECT CARMEL 06-10 m o COORDINATE MAINTENANCE OF TRAFFIC AND o N o DETOUR ROUTE FOR THIS PROJECT WITH c c MAINTENANCE OF TRAFFIC AND DETOUR o `" ROUTE FOR 131ST STREET PROJECT FROM o TOWNE ROAD TO DITCH ROAD. ° © 4 O 131st St ' 131st S t 131st St Qk Qkk � kk Q ®� ® �o 500' 500' 0 500' O 300' © u �3 1 1 m •�-� 1'` �` Q i__ m o � o l aqi cc "' c C a' 8 ACCESS WILL BE PROVIDED AT ALL TIMES TO ALL NEIGHBORHOODS AND RESIDENCES WITHIN THE PROJECT LIMITS. I t W 126th St W 126th St SUMMARY OF QUANTITIES DESCRIPTION UNIT CONSTRUCTION SIGN, TYPE A 13 EA CONSTRUCTION SIGN, TYPE B 0 EA DETOUR ROUTE MARKER A SSEMBL Y 17 EA STANDARD BARRICADE, TYPE 111- 8 240 - L FT ROAD CLOSURE SIGN A SSEMBL Y 10 EA � 3 DETOU XM4-8 DETOU XM4-8 W 121st St 131" ST Ml-6 1 131n ST Ml-6 M5-A or R) � M6- 1 ADVANCE TURN DETOUR DIRECTIONAL DETOUR ROUTE ROUTE MARKER ASSEMBL Y MARKER ASSEMBLY Q c a� N DETO u XM4-8 ETD XM4-6 U) EAST M3-2 or M3-4 DET XM4-8 Z131" ST Ml-6 131" ST Ml-6 0 a M6-3 Q M5-1(L) z W © O CONFIRMING DETOUR ROUTE END DETOUR ROUTE COORDINATE MAINTENANCE OF TRAFFIC AND w MARKER ASSEMBLY MARKER ASSEMBLY DETOUR ROUTE FOR THIS PROJECT WITH a MAINTENANCE OF TRAFFIC AND DETOUR ROUTE FOR 131ST STREET PROJECT FROM TOWNE ROAD TO DITCH ROAD. w 116th St Rppp MTOM B ,T w 116th St CLOSED AHM ROAD afA ROAD aosm To k k k CLOSED o LEGEND o TM TRAFFIC 0 XW20-1 XW20-2 Rll-4 Rll-2 0 `O ® CONSTRUCTION AREA (48" x 48") (48" x 48") (60" x 30'7 (48" x 30") `� 'TO o 1 2 3 4 ® LOW INTENSITY FLASHING YELLOW LIGHT. TYPE "A" ° a O O O O ® 'ra T-r CONSTRUCTION SIGN AND SUPPORTS Cz Q o STD. BARRICADE. TYPE III-B DIRECTION OF TRAFFIC m f3lst STR�r '13ut 87RMT FROM ~O 8FE1BOFi�E RD TO DETOUR aosE:v DITCH RD CLOSED #—I- CONSTRLICTION ON OR AFM 00-�� USE t18� STREET "'""""' ,, HORIZONTAL SCALE BRIDGE FILE XM4-10(L or R) XG20-2 XG20-5 SIGN COLOR S ` RECOMMENDED SPl-1 (48" x 18") (60" x 24") (60" x -5 BACKROUND: ORANGE ��1�- . 10� FOR APPROVAL �' 04-14-08 1" = 500' 5 6 , (60" x 36") EDITCHRDCLOSED t STREET FROM iT I� CITY OF CARMEL _ O O O s ELBORNE RD TO COPY: BLACK ;•' •'••; DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION O BORDER WIDTH: 0.75 in. PE193MI77 NONE CD MARGIN WIDTH. 0.50 in. N Note: XG20-5 and SPl- 1 signs ore to be E 116th STREET .o•�• STATE OF :`� DESIGNED: JAL DRAWN: MP SURVEY 800K SHEETS LETTER HEIGHT: 6 in. : paid for under "Construction Sign Type A': �o,�. ••!!vQi�tY:•�'��► DETOUR ROUTE 6 of 7,B SERIES: C fs` ENV 131St STREET CONTRACT PROJECT SPl-1 DETAIL CORNER RADIUS: 2.25 in. AgONl11"�� , CHECKED: MK CHECKED: MK CARMEL 06-10 �a 1 :t Vi a � > > > � d 1b � +50. 57.2' o SEC 29 T 18N R3E Vi � +50 m m m m m m m m I NOTE• STR No 15 HAMILTON TON COUNTY BOARD OF - - - - - - - - ~ = 3 O �. �. �. �. �. �. �. �. � CLAY TOWNSHIP . :� � N , , Lo� � COMMISSIONERS N N N N N N N N � HAMILTON CO. � N MATCH WITH 131st ST. & � •-� M.H. C-4 & 6, of _ _ STR NO 16 , ° N - - - - - N - LO 24 Pipe Req d. N ( , SHEL BORNE RD. c Ln C.B. M-10 & 25 of INST. #2003- 00025256 L0 g rn (STA. �; N �, via Ln ROUNDABOUT PROJECT) Q ° (Construct Over 0 12 Pipe Req d. 0 Mi N ° O O p � rn N -------- O � & Connect to N � N N " ` BEGIN PROJECT o N Ex. Pipe) Vj LO O O0i O N N �� rn + �`� Mi O co CD N '— '� '� + o NOTE: STA. 108+50.00"P R-A" = o ° ' " „ = o ° IF SHELBORNE & 131st ST ROUNDABOUT o P.O.T. 1019 .15 PRuA � NOT UNDER CONSTRUCTION BY THE END STA. 108+50.21 A , 11 .92 LT. P.O.T, 102 G .00 A . 40.T2 L t. OF THIS PROJECT, SEE DETAIL FOR TEMPORARY [Monument, Type B Re 'd.1 Do Not Disturb yp Q Fence °- PAVEMENT TIE-BACK TO EXISTING 131st ST. U" , �`. Q. Fce.) v r Pavement Toper ":,, 0 p ------ �,., ---- ,,,,,,,,,,,,,,,» t I. Fc _- LEGEND (Mulch) � � ,,..... .....:.,_E x 24" RCP -- ------------------- i .. ----- r ) ---- , ----------- ----------- al Drain) G Recreation Path r ' ----- 4 RCP (Le ........................ ................. ---- -- .__ i Co str. Limits 24 RCP (Lego ,: _----- ....... .:.........................»„. ..,.... ....,.,,...,. .,,, ace e -------------------- ----_----- - _ .....".:...,,.., .,,......_..,.::. 1 � 165#/Syd HMA Surf Type B on -----------------°°°_______________----- ------------- ° For Intersection Improvements CS coo +20.2, 75.4' CU� p � LAKE #1 SEC. 29. T18N, R3E N � N-� N HAMILTON COUNTY CURVE DATA =• � STR N `� � `� `' ° 0 o a See Intersection Details Sht. s`.3 3 BOARD OF COMMISSIONERS .. o. 28 0 SHEL BORNE PARK =- ° �oco � .�, P.1. 111�19.48 PR-A � � Exist. Inlet & No � � � �; o CLAY TOWNSHIP cc �2 N_ N 1 # _ ° " - HAMIL TON CO.+ N� v �,�° Lo INST. 2003- 00025256 i 2 32 09 (L T1 �; Change Req d. SEC. 1 REPL A T +23.3 &4 3 0 0 ° +58 St. A ppr., Req'd. ° D = 0°50'33"vi � L9 INS T. #2002 - 81795 - TR N • o W = 66' � ci c T = 150.50' 20 N � N +92, 79.2 $ 0. 22 N ; rn `° +93.1. 87.0 _ o $TR. No. 26 0 � , s tr. ju Z N S . 0. 23• L _ 300.94 N c N +17.2 A . 62.4 � STR. No. 21 Exist. S & Ad v + TR N Mod. C.B. M-10 & 40' � � N � STR No 30 S� ` � R 6,800.00' � �� - � N _ Costing to Grade Rdq d. -- ° of 15 Pie Re d. o= _ * I + ^� • ° M.H. C 4 & 6 of -+___ Exist. Str. & Ad/ust E - 16T N p q rn Q ° 24" Pipe Req'd. d _ No � Change Rqd . . . �..... � as o roe g - .. (Construct x (7" RAP v ..... st le v r � ��• Over ... .. ... : �, . ...�. .......L... .... ... ._ �.9a.»._ .. . �.. ...... . .......� .... t t d R N.Costing G eq' & Connect t0 „ RCP (Le of Or a�n)i �• » Ex. 0., • �: LEGEND `- x• 24 ... 9.... _ X � � `� C' ..»..... .. ....,3„ RCP (Le w Ex. 24„ RCP Ex. Pipet „ ..... .E „ �� Q L `°mss .. ... . ... .... .....9aL..Drain) » --- P Q CL I 100 ovement Toper (Leal„pra►n) �� F C ., F c°o E HMA For Approaches. Type C (I "Fee.) ,tom Sp. a a � � (Grass) +55 I �.I � � ,. ..... + -- --, + O 19 ,;, I 30° Rc - 5#/Syd Type C. 272.03 Pavement Toper N, _,_ 19 ;\; .mss $TR. No. _24 „ (Lego Drain) ; 275#/Syd HMA Intermediate, Type C.m19.Omm on `� E x P ' ` �\ I� Mod. Inlet J 10 & 62' � � � .. ., � .,,! �� Syd HMA Bose. Type C 25.Omm on Constr. Limits :h� of 12" Pipe Req'd. _ 330#/S +l = , - yd HMA Intermediate, Type m Oo 19.Omm on ------------------------------ ., N ' S_t_r.__Lim_its____-- -' a `.� +50„A„ 385#/Syd HMA Base. Type C 25.Omm on (Grass) G `�9'.. . `�__------------------ Remove ------------ ion ® Q 52' 2' N. A E Compacted Subgrode) -- -- I� <� (Conc (As n. Patn)... Ex. R/W F sidewalk. Concrete. 4 in (Ash �� .._ ............. .._..... � Path ,. G .. A .. ...... P........ ... . ....,. ._ Walk) ........»»»............ ... ..__. ...._......___....... ......».�.�»..... _.__. Remove V) (Grass) A ------------------- O 165 /S d HMA Surf T n (Grass) I Recreation o P.C. I09�68.98"PR-A° „ : 'Remove (Gross) Y Type °„ ........... Surface K .:.. ...._.. ... .. .. .. .: : ; .............. ..: .... ....... ................ ...... .. .... . . ... ................. .... .. 275#/S d HMA Intermediate Type B on ` 5„ ' 0 on .. ::� ,, ;....» 1,772 Compoted Aggrego #53 B�: STR N0. 18 Remove �� STR. No. ... ..... z ompocted Subgrode � � �; 9 °o C.B. M-10 & 45' of :�: o � C.B. M-10 & \ _ H.. vement 12" Pipe Req'd. C. " Pi a Re o K 131st :T. K p o K W 165#/Syd HMA Surface. Type C. 9.5mm on (Asph.) + P.T. 112 9.93"PR-A" Bock = *° 19 275#1S d HMA Intermediate. Type ype C 19.Omm on . LINE "PR- A " � P.O.T. 112� 9.93"A" Ahead Q 385#/Syd HMA Base. Type C. 25.Omm on 330#/Syd HMA Intermediate. N S 87 056'33" E � 9 . Type C OG, 19.Omm on ____ � , E A & � 114 Sec. L Ine - 330#/Syd HMA Base, Type C 25.Omm on (Asph.) �, LINE "A " & App. 114 Sec. L ine (N 89°31'19" E) N N 89°31'19" E p Compacted Subgrode dah V-7 p co o - © Combined Curb & Gutter Type II (See Standard Drawing 10-ID (Asph.) +� P.1. 11119.48"PR-A" 19 (Asph.) a 19 K _.....«.cy.._.,...., ... ............ .......... 19 Combined Curb & Gutter Type III (See Standard Drawing 10-12) I� ry � � \ \� ^' � K, t~i� ® Decorative Colored / Patterned Concrete (6" Thickness) ® Remove (Grvl Shidr.. O y (Gross) Sodding ------ --------- ss) � Constr. Limits (Grass) i +85.59 ��°�� `��. �:�: �� move `25•� Constr. Limits _____ _ -f- _�_ Stomped) .., (Gross) Z ..... .. . .. .. .. ... . .. ... _ , ». .__ _ ,.:.... .... ... . ....... ._...... .......,.. .... ....,...,. �. ..., .., �°� ` . ... . ,---- ;----- ,� _______-___-_____.___---- Z (Type Concrete Indicated By(Decorative Hexogon)t m ~ I I (A h. Path) A P I G (Asph. .(Conc. Walk) .. I '� (Asph. Path) (Asph. Path) I ��, G (Conc. Walk) I P a ) ..» ». ... App: Ex. R/W _....... .,.._ _ .. ..... .. ......._ ..... �.. ..,». ... ...... ..»».............................. ........................._�.............. .. ................_ .. .. q PVC) +80 .00 �� ® (F ��... (Grass) STR. No. 19 � �,� a J�Gr,` / 2 T R. N0. 29 Inlet J- 1 & 60' f ` �� :� : � `� � ,�� 24 PCB & 8 of 25' U. & D.E. 12" Pipe Req'd. o `� �yG��;� a ,�•� o� -- -- -- 12" Pipe Req'd. -- -- , -- -- -- -- -- � 25 U. & D.E. „ \ �s9�� . QQ� 1�c �• +55 +20 +20"A •F P� / STR. No. 25 STR. No. 27 STR. No. 32 C.A. #1 W uj Mod. Inlet J- 10 & 63' Mod. Inlet M-10 & 59 Inlet M- 10 & 55' of C °i ,- �' of 12" Pipe Req'd. of 12" Pipe Re 'd. 12" Pie Re 'd. Var. D.U. & L.S.E. 3 , �s � � �� O Z � �' � 0. � q � p q N a C.A. #3 ALL R/W & TOPOGRAPHY CALL OUTS `� � +80.7. 59.1' � � �' N i _ u „ � Q Q �; �, � 2�' 3 N VAR. D.U. & C.S.E. � �; DESCRIBED FROM LINE A , STR No 20 SECONDARY PL A T SECONDARY PLAT o a � � `�+57 Std Appr.. Req'd. � � � �; � ABERDEEN BEN � � � EXCEPT AS SHOWN. ABERDEEN BEND Exist. Inlet & No - o D LO INST. - N Change Req'd. W 41 N N INST. #2005 - 00066134 a ALL OTHER CAL L OUTS DESCRIBED #2005 000661.34 N For Intersection Improvements �o 8 4 PC 3, SLIDE 739 N FROM LINE "PR-A PC 3, SLIDE 739 See Intersection Details Sht, o "' " "° UNLESS OTHERWISE SHOWN. + + . 1�'1 E9�5. : 5 ..�30 .. ..::...: : . X50 1/ ; + 0 2 d o e ec o L . /. ?6tted 10 bo a Do u�. . � , ; E p 2 V � _ .,,.» ... . ........,.. .. ... .., .. ..92.0.» . Ex �G ode` t_ _e "A UJ 9 . . , . . . . . . . . . � . . . .. ......., .... ....... ... .. ..... . ... :» ..».... ..; ....... .,... ... ..... ... .. .... .9.� 5�. _ Pry � r Line A .... .. ::. Pro osed::G � d r se� D �r L r e L rte Pfd A 2 R . : P C 4 R . .. . . x ; . „ . . . .. .fir", :.... .:::.Ex. RCP 30\ RCP o � � I 09.94: ... .. .. ....,. .. «,. o ` S ec o Grade Vic. Path Rt /� . . . . .: I l: r . R P _ _ 1 09: ( o ed 1D� Be o Do �' ec o �G ode ec. a .: w u1 P � ft l t _. _ _ _ � „ l � ed I0 B a Da u . . . . . . . . . . . . . . . . A 3 i h � Rt 5 .:.33.0:. 5 e c b 9 + 3 o D G ode , a 8 7 9146 . 4 P/-lit 9 l w Datum) .59 ( o ed 10 Be Do u 1 . . . Q . ..90.x. ..:::: ..... .. ..:.... :: 2 ►J 5.3 9.85 . , � ... .....: ...... ., .. . . . ....,.». .. .. .,................. ........ . ... 90.x. . � 8 .59 44.80. r � ..... 916• � ��.�� 0.54 2 � .15 43.47 91 .18 6 . 9I5: _ _ _ 9 .5 60 I5 .►� . . . . IIICIO : m o ►. . . ,cfl .LN co. . . co , . °co . . � co . . . . III... ... � - - . . ....,. .... 900 co 109 +00 110+00 111 +00 112 +00 113+00 114+00 Cn �. CD � � mow RECOMMENDED � HORIZONTAL SCALE BRIDGE FILE �� , Of ` FOR APPROVAL Q' 04-14-08 I" =. 20' r�� .,��►��' ..•� CITY OF CARMEL � � DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION PE193�00177 € 1" = 5' ' SURVEY BOOK � DESIGNED: JAL DRAWN: MP SHEETS �O�°o�;•••., �t:..��'•� PLAN & PROFILE 8 Tof 7$ CONTRACT PR T a9ONK�E� ,� CHECKED: MK CHECKED: MK St STREET OJEC I CARMEL 06-10 C) SEC. 29. T18N, R3E +60 CS For Intersection Improvements 0 CLAY TOWNSHIP STR. No. 35 See Intersection Details Sht. m m Inlet M-10 & 63' of + HA TON CO. 12" Pipe Req'd. N LAKE #1 - a SHEL BORN PA L +49.4 St. A r R N N E Lq PARK App r., eq d. �' SEC. 1 REPS A T r' C.A. #1 � �. ,:� , Y w = 45.9' Ci Var. D.U. & +50, 42.9' g o , : o ��; N INST. #2002- 81795 r s.s.E. & L.M A.E. STR. No. 34 -- '� LO L LAKE 1 24" P.C.B. & 14' of C 4J a # 12" Pipe Req'd. Q � '� SHEL BORNE PARK LEGE ND �;: - --- -- SEC. 1 REPL A T X, •'' o I`. �� ` INS #2002- 7 ,,W♦ Q PCCP For Approaches, 6" on Z - 81 95 6" Compacted Aggregate, N e o. 53 Bose 129.49 Pavement Toper Q O `O ' 'R 5d F `� \ C.A. #2 HMA For Approaches, Type C �i' +' QQ• 4 ". V (Grass) Var. + P ,a Z �� D.U. & r 1165#/Syd HMA Surface Type C 9.5mm on (Grass) (Grass) v:Sp �, Do Not o � C.00 ` S.S.E. & L.M.A. ' Disturb � :. E• :0 275#/Syd HMA Intermediate, Type C. 19.Omm on ° ;®\ \ ,fl G _.. o „ \ 330#/Sy d HMA Base. Type C, 25.Omm on L i aht & »,,, .. 19.Omm on N.A.F. > Island 385#lSyd HUA Base. YPe 25.Omm on P t e 9(As h. Path) _--------------------------»,,,,,,,�I (As h. Path) Sidewalk. 4 in Constr. L im�ts _____ ------- , Remove E \ Constr. L imits r W v� (Gross) ® ® Z G Recreation Path N v 165#/S Sd HMA Surface Type "B" on�Riprap iemov . ne(Grass) Remove Gross) 275#/ yd HMA Intermediate Type "B " on 0 t K„ & 'Iu+g 5 C m oted Aggregate o e #53 Base on K cV ... K �,,: Z Compacted Subgrade Q. ' 131st ST. LO �1• 19 vS (Asph.) � 4T Q: rn �. K LQ + o �• 19 ,,� , + I M N (Aspn.) N KO HMA Pavement N + + N 275#/SS d HMA Intermediate e Type• •C,nm19.Omm on o °° N ® °� L INE "A " & App. 114 Sec. L ine 19 ° y Type C, .,, O 385#/Syd HMA Bose. yp 25.Omm on 330#/Syd HMA Intermediate, Type C, OG, 19.Omm on oo N 1g N 89°31'19" E 330#/Syd HMA Bose, Type C. 25.Omm on 19 (Aspn.) Compacted Subgrade •Q „ N t�,..v „< K No. 36 _ o A LO ]”, rn+ I � co (Asph.)Remove 19 IQ ©I Combined d Curb utter T ype II (See Standard Drawing g 10-ID .Y STR.K 19 Combined Curb & Gutter Type III (See Standard Drawing 10 12) , , + (Grass) Remove W C.B. M-10 & 6' of \ (Gross) Z (Grass) 12 Pipe Req d. ® Decorative Colored / Patterned Concrete (6 Thickness) Cv ® 00 ------_—��_-_--�-= 38.87' Remove ) „ ,.,,.,, '�� ® Sodding „ ,,, Constr. V L imits », +24.67 +45 + Concrete Curb Romp (Decorative Colored & Stomped) 49.31' " 45 (Asph. Path) �, E (Type is Indicated B Letter Inside Hexagon) Q , „ 49.22 'N 39.5' 4 Q G (A . g . Ex. R/W , App . .. y , Path) X -- -- -- -- -- -- „ , AV �. ----- , (Grass) + Gr-a e,:.. „ «„ + „ ............. ... . . 00 24.54 ' \ 'ts +60 39.5' ,\ l „ „ �S ,,, „ „ 48.89 to brain`. outh �mi ('MU11, ) r , 58.91' ,-' . �- 1�R N T -� : -o v sfi� (Grass) S o. 3 ,o . o �\ _, , X +30.74 ? ,, Coy M.H. C-4 & 290' of Do Not V�� .,.,. 25' U. . ! ` Disturb & D_E. 59.34 ”' 25 U. & D.E. & L.M.A.E. 15 Pipe Req d � - �,• 25' U. & D.E. & L M.A.E. -- -- -- -- -- -- - -- -- -- -- -- - -- -- f 1� Io O Island F .:,,. y '- -- -- -- -- • -- -- ,,,,_, �I �; ] \;;L ° Vii' G0� O� 100 Pavement Toper . .I P / Ca 12 9.11 Pavement Toper + + Q 40' B.L_- -- -- -- --- w- v v -- U C ) L -- r - -- + -- -- -- 40' B.L. C.A. #3 �, -� ;r , ........... -- -- Var. D.U. & L.S.E. �i -4 C.A. #1 � mmmm � .�_ � omm `' �- _ . " # 4 U O Var. D � O o _ _ 41 a3 ` `n V/ \ ��`\�: Q a� o = N C.A. 2 D.U. & Q O C'. ��N � cf Q (n \ \\ \\\ �o�� 0 4 VOr. D.U. & . = Q S.S.E. & L.M.A.E. a ,,. \ a z L.M.A.E. a a �\ «� ..., ti c L S.S.E. & L.M.A HA YDEN RUN - • - - N N N "' N 3 ko SECONDARY PLAT . ~ �`` �3�N �J IuNNNcVN�� NN N� �1 �N 2 cam i� °' •°' X �° �28;8,q,2 "2 ••"� � •�� •►.;"''O�►Y,�n� +35 7 St. A r. � o � HAYDEN RUN �° °� SEC. 1 co 0 00 io o$ $ N oo Re 'd N rn ,n ABERDEEN BEND �; "� PP . q HA Y N 0)Nao 00 O� ► M ti c�j cd 4� _ * N Q' SEC. 1 INS T. #2005 - 00066134 � `� "' `°.`° " INST. #2002- 00071381 CQ Z g4i `° e W - 4s'7 N PC 3, SLIDE 739 N °� ^w N"vw'�O w'N�O�kqO "r "i'T w"rn� �v ;°O For Intersection Improvements o�� o #2002- 00071381 +, �; o PC 3, SLIDE 58 + N-�06�N � 0iN� ��; Ali —4- ��-:� �o INST. ALL R/W DESCRIBED FROM LINE "A " L � � ko ko� � �� K- N N ►�►.� ►.� H,N,K, See Intersection Details Sht. k CO 00 � PC 3, SL IDE 58 EXCEPT AS SHOWN. 'ter 4 4 4 i i 4 + 4 `. 1 4 4 4 i . ♦ 4 ♦ i ♦ 4 i 'F 4 + 1 4 '. 'F L Y. + .r 'F \ « P .... ....................... E . 74 t r t t 1 . 9 se _vGd h a e ec. v 7T p L i. 0 9 f o ed 1 v Datum) e ♦ , S R P th , e o Grade, -t V P . 6 _ 1 0 .0 . _ , r 9 v v . , 5, « ♦ 15s0iJ 04 ` _ { o fed -10 Ab�v Datum) . ,... ,:::.. . . ............... ....... . ...... ...,.........,.,.. a . . , . . . . ...... ...... .96.38 2 OL ♦ _ _ 514:96 02:53 421 t 1 it h t o _ 3.98 S e o D c ode L . 00.35.80, _ Pi ` f opted A , 5 bo�!e Datum 91 . 5 50 39.41 , , N 973. 5 _ _ 91,x.34 -}_ 0 _ W ♦ A W 0. � : _ x de L -- -_ , Q/1 C , . , rn ♦ _ o sed o A _ _ 00* ! 38.8 O /91, o _ / v ; a Q « r— V ti «, , o � 'l r R P t ec h Rt 0 o G o�te ee. o 01' P_ to ec Rt . e 8 o! D c Gad , N P e N B o Do ct } - I . 910.09 . , P 8 } , ` , 5G1 = 39.5 , , , , ro 0 ((]] nn «a�.tt,.Q t.[., . :..., wJ 1..(1.x(.......,.:. ti N 01 , 1 .; Ilk Ln N Cr ♦ cap G 0� cm.ch ` 114+00 � � 5+QQ 116+00 � 17+ .., ... ,,,«,.,...... .«, .,.,.., , .. .,«♦ .« .. o0 118+00 119+00 TBM #2 N. NE. BOLT ON FIRE HYDRANT ,m"•"nw"v HORIZONTAL SCALE BRIDGE FILE =a STA. 115+54.64"A'; 64.20' RT., EL. 917.01 v�5 A, �� RECOMMENDED �i ; �, f FOR APPROVAL 04-14-08 " = ' . ► �' •• �' CITY OF CARMEL 1 20 " '' `' '•: DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION N0. s 1„ 5, PE19300177 a .a•'• STATE Of � :'� DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS �°o,�;••••.! i�..v.: PLAN & PROFILE 9 of I 78 " FsS'ONAL �•�.� CHECKED: MK CHECKED: MK 131 st STREET CONTRACT PROJECT p" CARMEL 06-10 pct:: +50 ��, SEC. 29, T 18N, R3E _ 34, 66 5' STR No. 46 Q TR. N0. 38 a� O CLAY TOWNSHIP ��° � � ,� �, o 0 o a o o $ Inlet E- 7 & 102 of � o ci Inlet J- 10 & 57' of N �- HAMIL TON CO. �, . , 18" Pipe Req'd. Inlet Pipe Req'd. O `� cp �; ;t: � � M O � cp ►� cp SHEL BORNE PARK �� N • :� N HOMEOWNERS N o W ° W + I A SSOCIA TION INC. o + I ~' LAKE #1 N + 00 � N �, N a I IN ST. #2005- 00042045 N SHEL BORNE PARK 4 I S ' N N c3i NZ car LEGEND SEC. 1 REPL A T +25 � N ROBERT R. GOOL D � Q) ° INS T. #2002 - 81795 � - ` C.A #2 X50.1 $TR. N0. 44 a .�4�ST #1989- 00595 a © PCCP For Approaches, 6" on vor. .u. & STR NO 41 Inlet J-10 & 52 of Q ; a o 6" Compacted Aggregate, No. 53, Bose S.S.E. L.M.A.E. Inlet J-10 & 52' of 12" Pipe Req'df �- -, Q ROBERT R. GOOL D 12" Pipe Req'd. " `:.:� INST. #1994 -46 700 "' ' G a; „ O Recreation Path "B" on 165#/S d HMA Surface Type 100 Pavement Toper o 30 , , „ .> 3 o - �� Do Not + 275#/Syd HMA Intermediate Type "B" on �� Disturb 5" Compoted Aggregate #53 Bose on 52.50 Do Not (Grass) + Compacted ode � i 2' N.A.E.E. f Disturb gr ,, u N.A ��, „ -- -- -•--• --- �� 1.—hPP. Ex. R/W �� m S b __ __ -- -- -- -- -- -- -- -- -- —� -- ------------ ----------------------------- Constr. Limits~ O HMA Pavement App. Ex. R/W (Asph Path) (Asph. Path) �.' �? W 165#/Syd HMA Surface, Type C. 9.5mm on W „ , „ „., „» „ „ ;,.._,„., . o W i t T e C 19.Omm on Constr• Limit Remove ,� �30 �\\�, . , C 2 75#/Syd HMA nterme o e, yp Z --------------------- --_______ s - ---------------- -- & P/ug� 42.03' + :, 4 c=n 385#/Syd HMA Bose. Type C. 25.Omm G, n tn # T e C OG 19.Omm o ' 330 /Syd HMA Intermediate, Type 330#/Syd HMA Bose, Type C. 25.Omm on O N Z Compacted Subgrode K I•�.: o .. c _ . K(Grass) CI CARMEL, 131 Sf $T W (Grass) � _ ype II (See Standard Drawing 10 12 CMP) INST. #2005 - 00007369 Co b i ned Curb & Gutter T � Combined Curb & Gutter Type III (See Standard Drawing 10--1111 2 1 Ln . Remove R(Asph.) cp o ® o . LINE "A " & A . 1/4 Sec. Line ® Decorative Colored / Patterned Concrete l6" Thickness) (Asph ) pp (n + co N �• O , N Sodding N 89°3l'19" E � ® ` oo N Riprop. Revetment ..25:. 19 ..N Mailbox Assembly, Single x ` 4° 19 N STR. No 5 N fit,, „ , co 2' v (Grass) N W , Mod. Inlet .. ,., ., ,.. (Gross) : _. N � of 12" Pipe Req'd. J Z Note: Grade to Drain ...:.... . ....:..... (Asph. Path) V (Asph. Path) + I +'¢� ,,,, ,, ,..,,,,,. 50.65 ;� - Q : _ . , E Constr. Llmit „ , E Ground Ground 2' N A E I � I Remove .: ... ......... ,,..... ..................... x. ` I I +50.1 I ,,,,,,».,,, . , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, (Gross) ,,, .,,,.. 50.1. 34 ,. i ' $T , R. No. �2 „ , o STR. No. 43 I I � � I Mod. C.B. M-10 & 6 I 16" 129.11 Pavement Toper _ �. M.H. C-4 & 98' of 18" I I _---, + i i (Grass) of 12 Pipe Req d. , -- 25 D. & U.E. &_L M.A.E. __ __ -- -- -- -- -- -- -- (TYP•1 ^' 7 Pipe & I P.E.S. Req'd. -� __ __ __ __ I - __ __ -- ' --- -- -- -- -- -- -- -- --!`�' -- � � i ' 39 Tons of Revetment Riprop 7 I 60 Sys of Geotextile and SECTION A - A 24 Sys of Sodding Req'd. 40' B L. __ __ __ __ __ __ __ _- Not To Scale -----i- -- I I a0 See Cross Sections For N 3 3 i i N �i I� Q N z HA YDE/+N RUN Ditch Grade Along Flow Line C.A. #2 � 3 3 SEC. 1 M cn I NN I vor. D. & � INST. #2002- 000 71381 +50 34.4' o `5D ,"�' o, N +34, 34.9' `v�` IN S.S.E. & L.M.A.E. N ° 005 o v STR No 40 '� STR. No. 39 0 � �� I � � � STR. No. 47 � N Q � � � PC 3, SLIDE 58 M.H. C-4 & 100' of � C.B. M 10 & 7' of � � �� ; i �- ,� C.B. F- 7 & 32' of 18" ��-; �� o o � � ° � + ALL R/W DESCRIBED FROM LINE "A '; " Pie Re 'd. N N O "' 'I I`� N EXCEPT A S SHOWN. 18" Pipe Req'd. 12 p q , , Pipe & 1 P.E.S. Req d. NCI N N �b + , t A A , 5. , _ , P f , o0 , 9I2 , , ELD '910-35 C , ,_ E. f , wt , , , , .0 , , , 80 , „ ,, .. of ' ,,., , ec P L , ' , � ode , coo , 9,2 e 48 , , , , 4 3 , -0 , 30 , , 9 , „ , , , , , , , , Z , ILIJ + x. G ado 1, 8/Ln ........ . . , ``LL♦♦ C ins' , , r seal r L , e , Rec. Ir , I ec. o ,► r _ l de , 29 f , I w o u ti D , e I #t 5 n 6.04 0 , E , , , 7 , , 9 I O o Iii 18 _ , I e / , D , , , P , , RC 36 -, , , , � 4 3 n� � 11.1 0 �=A }��1 , l /t C>�I , S 909. , »0 , 5 , 9 , t , I �' Da , Be Ittd � , P . o , , o , , , , 34 , , , , , , , 64 a , , 93 , 0 ro , , , Imo._ °N IQl , , N , , , , O , C »„ p 00 122 + 123+00 _ 121 +0 M 119 +00 12 0+00 HORIZONTAL SCALE BRIDGE FILE N NIY111111pyy RECOMMENDED 1° °' 20' .Arr��f' FOR APPROVAL �' 04-14-08 CITY OF CARMEL VERTICAL SCALE DESIGNATION � �:•��r"e0''•'� DESIGN ENGINEER DATE R�! 111 5 � t�>193oo1n SURVEY BOOK SHEETS JAL DRAWN: SLATE OF :�� DESIGNED: MP PLAN & PROFILE 10 of 78 �p,�F••!•N,QIA�'••'��►� 131St STREET CONTRACT (D PROJECT ( ONN. CHECKED: MK CHECKED: UK CARMEL 06-10 I 1N1pIM11N„ � ___ W� � � a moo U U � 0 � ,� � ,� cz �� QY a� � aZ +86 34.4' a � � � Q- ° 0 SEC. 29, T18N. R3E "' o _ _ = T• +98.1. 34 z = _ 0 0 0 , �o � v, � = v v +85 70 0 �� STR. No. 302 _ _ _ R N STR N THE LAKES A T HA YDEN RUN O CLAY TOWNSHIP o 0 0 o - z - N p , 3 0 56 c c c 3 3 - .- o Ex. Son. M.H.Mi i \c i ° ° HAMILTON CO. ° ° _ o o N ,,"� N 114 Of 24 x 38 M.H. C-4 & 60' of 24" N N a PL A T CABINET 3, SLIDE 69 S �� + 1 02 � N c -0i Adjust Costing ,,�,\ Elipticol Pipe & o Pipe & 1 P.E.S. Req'd. ' N v co - . v oo o; - m t0 Grade ReQ d. r� n; Ln v v '� ° 2 P.E.S. Req d. o`n'o o Cp �;i - ��O N N V O J �N � NZ� �� p Ol N) S� N (�p' Cyi C) ,-Q 12' d o N cv co O O Ln N ►� � _ o • cd o� • °�' ' ° `° ►` `� - E, Ovate v v • r� - U rn co co O (Z r of ko O 0.16 N CAD• CO N CEO !I O N N ..,.. _, ..,.. . .__..... ..;:., CO N ' a o► T- N p N pj a - ko '� j N �- VO• _ ►:j N vi , V C.A. # N 2 o0 0� N co co is o a �• + + or. D.U. & S.S.E. & Ln +° CO co rn O N N + O N + 0o O of a' �r of oo ►� op \ `' ,<'' I I + LO v ,� N . .- + •� L.M.A.E. & P.P.A.E ° L, + + + * + �, + N , -- -- -- = -� -- -- I� 40 B.L. + + 2„ +00 + + c�, STR No` 54 Note: LEGEND Grade Area to Drain $TR. No. 48 � o N AI.H. C_74 & 49' of to Overflow Pipe �_ GOOL D Inlet J-10 & 52 of a 5" Pt' _ Re d J3.1 Max Foreslo e) 25 U. & D E. & L.M.A.E. ROBERT R. GOOLD `�' ROBERT R a -- - ' -- -.--- - -p -- - -- __ __ __ __ __ P © CCP For Approaches. 6" on INST. *1994 -46700 4 INST. #1989- 00595 12" Pipe Req'd. P.!_ 126+54.51"A" „� + Q > Q See Cross Sections for + 6" Compacted Aggregate. No. 53, Bose 4 d - 0°0140 Rl _ Additional Details , 98.1 Q :��:� . TR. N 7 (No Curve Runt ;? +9L59 ( °j i ; C.B. M-10 & 6' of Recreation P t Ripr p © Path [Sec or Alonument } eq'd.I 47 79 ; ; 12" Pipe Req'd. 165#/Syd HMA Surf Type "B" on Surface T „ » ........ ........, .. . on (Grass) "° -p #/S Intermediate Type B App. Ex. R/W _ N.A.E. 5 7 Compote Aggregate Bose on , -T (Grass) � 2' N.A � go 5 :. -------------- \. ------------------- -- », »,. Compacted Sub rode W ---------------- - o t , Cons r. Limits - _ pp Ex l /W.. ,...., . Fence. Form Field. Remove ,< (Asph. Path) O (As h. Path) O „ G G f p Gl Resurface Recreation Path Q © ° Constr. Limits W 110#/Syd HMA Surface Type B G CITY OF CA M �I + ,;.� , +97 9 Remove End Section = KO HMA Pavement INST. #2005- 0000 7369 \� , � ,.,. Fence Form Field Remove � .°�� -- _ � . .... .. ... 7.9 (Grass) 165#/Syd HMA Surface. Type C. 9.5mm on .. 3 9 � j „. 275#/Syd HMA Intermediate. Type C. 19.Omm on W N X20 ; (Riprap) W 385#/Syd HMA Base Type C 25 Omm on (Grass) <;<' Q�„=, :°S \ K ! 131st ST. ;_':,' R. N0. mediate. Type �C. OG, 19.Omm on T 52 K z 330#/Syd HMA Inter lg Mod. C.B. M-10 & 29' Remove) •� W 330#/Syd HMA Base Type C 25 Omm on (As h:) 0 1 Pipe Req d ,, Compacted Subgrade N LINE °A ° & A Line © Combined Curb & Gutter Type II (See Standard Growing 10- ID o pp 1/4 Sec. (Asp L INE "A " & App. 1/4 Sec. Line` 00 N (Asph.) o (Asph.) oo N N 89°31'19" E (Asph.) N 89°3259" E 19 Combined Curb & Gutter Type III (See Standard Drawing 10- 12) ` 0nc ao Q' F '` Remove N Soddy N 9 . 1� N .,.....,. , N Mailbox Assembly. Single �' (12" Q Fence. Split Roil E 19 Fence. Split Roil • (Grass) K Reset Relocate Riser & `` Reset K to e: .. ',° , e �° ulated Di oin Marker cV Grass) ` t .................. ... .,, :................ .. ...., ® (Grvl.) \ Remove .. ------- ---- --------------- - - :. Constr. L i is - Z mi --- o0 oI ca 1-1 (As h. Path) I O , P (Asph. Path) ,.°'., ;:` L G + Q 47 Q ` O A! \♦„ cm 2' N A E -- -�- -- 50' R/W N°�� + - Do of, \5 0, +48 +0 D+o0 STR No 2Q-»: +9. 53 . o 4„ 1, , W Disturb STR. No. 49 o 2 .C.B. & 27 of 81,STR No. 58 Mod. Inlet M-10 & 99' +29.5. 35' Pipe Req'd Note: �� • 12 Pi +98.1 46.2 Inlet M- 10 & 52 of rode Area to Dram �`` � :Q STR. No. 301 +02 o overflow Pipe v�9 STR• No. 59 25' U. & D.E. & L.M.A.E. of 12" Pipe Req d. `�, 12" Pipe Req'd. -- -- �, Ex. Son. M.H. $TR. N0. 51 13:1 Max. Foreslope�; °0 24" P.C.B. & 19' of �Q . •� Adjust Costing Mod. Inlet M- 10 & 55' See Cross Sections \for `�J 12" Pipe Req'd. to Grade Req'd. of 12" Pipe Req'd. Additional Details. BRUCE HR & NANCY R. -- 40'B.L. -- -- -- -- �= "'N -- -- -- - -- -- -- -_ -"•--rte--- ^-i-�__ y " tr j L -'� YOUNG x _ 0 Approximate Location of Relocated �- '' InSt C.A. #2 +00 335' a w o �, � �� o o 0 0 0 0 0 0 y � #1992- 30817 • z N �; ` o° a - ° ° ° ° ° ° ° Riser &;Regulated Drain Marker for� 6 a Var. D.U. & $TR. N0. 50 0 ° ° U_ ° ° �' 0 3 L egol Drain (Field Verify). o � I S.S.E. & L.M.A.E 24" P.C.B. 6' of `` ° v; -�. ° � � °� d > c �S c�- a c > > c� E v �, = a E. N � o • �� N � � _ , - _ = - - - _ a Appr. Top Riser Elev. 902.60 N HAYDEN RUN - � � - �; �; _ � �; �� N N 4 ° 12 Pipe Reqd. 3 3 N ° ° ° N ° ° c�, 3� ►�� -� •-, 1�n o N*Z* `' � �`' SEC 1 �_ Ln ~o N " • ��o N `b�� ' �;� °ko �;� � ~ �' N � � N '- ti JOHN A L. INST. ti �; ►ri ►: �; Oi Q C1p op CO N N �; Ni Mi Wi °O ° #2002- 00071381• O co ti v Q 1 N N N N v A. & DONNA N o? op 01 N N N N N ti N N "' N ANDERSON SMITH _ #1990- 15844 ALL R/W DESCR FR " N � C' � N ~ CO � � M ~ � � -, C6 of� � IBED OM LINE A , + v rn co O ko r N . + � � � � cp p Mi to cp�.,-' O O N Qi O N�� co pj r.j ,�; �- � co O N Mi r�p cp of oS � --:op INST. -�. �r� O N N PC 3 SL IDE 58 �, o N N ti N �; N + + N N �t V �n �n cp •r N N N N N v Nr �r �n Un LO tp c0 N + + + N �n�n�n �n + + + + + + + + + ». EXCEPT AS SHOWN. , .�. ` 2 : s / E T 5 X80_ rude Rec. h t f o ed 5 v t , ........... .. ..:.. ........ », .... by m , 1 Seca r R G e ec. P h t , 5 p L Ab v 08, X8.31 , 'lotted , au ) 54 , , 0:34 , T.0 . 6 .. _. \:. , , 906.96 0. 6 , ---- - __ F 7 ., 159 .99 0 -- _ 96•- �l , , 1 .. , , W Ex.:: 3 MP . z P� 0 C , 0 ose - , p , ---- - + , z » ,. .. ST 0. 55 D/. W , 5D 3T 7& .... ..... . . _. ..... ,. ..9.05 0 3 J _ 8. 8 ' 84 , 1 0 1 . 902.E e ci 1 r t _ , , 34:94 p G ode R ,. ,� + LA / f , 15 i5 PIt .5 / 1 p . _ t p O , o o d w tm , 5 e , , Q»0 a9 5 8 , 9 , n V 9a9.�8 .... - BI : .�2 1 ,1 6 o A) -lam'•- . ..... �. � 908.10 Ditch ..._ �J c L_. S':eC Rt , , C1 , , Gad , N x �7 P , I . 900 1 , v � 0 w t , 10 .Be m , !C 1 , , : 9 S it h eC a r Rt , , c -G o , 4 4 D 7 5 2 905 3 S eci l.. it h r G o Rt , d Pl tt 1 4 , .55 o .s0 6 ........ . .....:..., C ecr IO w ...,.::,:,» .: » . ...:. .: Be o atom , O QQ -1 4' , O 9 74/. , n Pl t VC Son v tied 10 tin , _ bovle a D u ro , ) ec G+ ode Path Rt o 4 b :+ 0 P t 00 34 � of ed 15 , Below Datum : 0 9 T ) , R 2 Rt , s dd_ e d. � , , 5 90 q , 5.30 , 8,9,0%"+, - , , ... :: .., 0:33 + . _ .8x9.0.. ao rn R , N p cfl, rn oQ M 124+00 125+00 126+00 127+00 128+00 129+00 N 49,964.4700 Center of the -1 E 40,794.9100 TBM #3 N. NW. BOLT ON FIRE HYDRANT „ 'D .;I Son. M.H. .„�"��".. STA. 125+65.97'A': 64.54' RT.. EL. 911.52 �S A, I RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 04-14-08 " _ ' r'Iry �`L �� f' FOR APPROVAL Q 1 20 .. ... . � . ��t' � CITY OF CARMEL �` ' Line "A.. 131st St. :'' '. •'�: DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION � 9 PE 77 5" ;D Center. .....� :.: •19 193001 � 1„ of the `L. STATE OF DRAWN: MP SURVEY BOOK SHEETS o `' DESIGNED:N JAL Son. °` N W. car. o''' .•�!v�Ql►►�t;•. '� PLAN & PROFILE 11 of 7$ M.H. of the Pillar 9�,e► �� " " ' �s�'ONN -�.��°� CHECKED: MK CHECKED: MK 131 st STREET CONTRACT ,1 P.1. 126+54.51 A eft„,,,„,,,„„„.• CARMEL 06-10 ' � HARRISON MONUMENT FOUND BUIaeeuffiu�] uae1Se3 Aq pejupci _ -Farrar; Gamey&Associates I I a Di vision of Clark Dietz, Inc. 8900 Keystone Crossing Suite 900 ci��le�� Indianapolis, IN 46240 (317 844-8900 FAX 317 844-9158 ENGINEERS c co to to X0 O O X31 U=' = yo C-) WCD rn Q° ` 9D722 MATCH LINE STA. 129+00 SEE PREVIOUS SHEET p + x.81 i o O o129+00.51, 13.09: 12" CMP ; , 129+01.26, 51.36 W. S.O. O 01.5 . 52.91. ::o _ I v -. vcn O -n I rn � N + b , +17.8 Dr...-Reg-id, ' O I rn 0 CD co Y l W 12 p o � n a_�vc~n n � 30.34, 14.57: 12° CMP I N , Oa + , t I o o cn 00 CAD `� I i i i y0 o o ' + 0 STR.! NO 60 o�~o CD n = 907.79 0`o, } yo I v cn . 907 t �' c I v f Z I c') [ n cb +63.48. 17.37; Sprnk. Hd. cm rn O ,� I r cp ' CD ''* •.. : . o Q° •79.27, 71.76', W. S.O. +81.98, 16.10' Pwp. w/Riser ' cn I � � Q � +96.99, 17.41; Sprnk. Hd. O 908.15 ' 130+00 + 9o�.4i" v, c� � I I O �I n1 O; I i ,� 130+16.15, 48.63' Pwp. VJ C Qo 10' 6' 16 8' 8' 16' ' 2' 2' 2' � to y C� 26 +31.12, 17.47' Sprnk. Hd. y� © �,<, v I r 908.22 �' 907.71 i N ,I I I � ego I APP• 1E I n1 6 5, 17.41; Sprnk. Hd. * I 130+63.76, 17.29: I.P. w/Cap i j rn � O go ' Z I nl I A +84.64, 42.65" 6 In. Decid. Tr. I ' +88.30, 49.81: Sprnk. Hd. +97.23, 37.74' 6 In. Decid. Tr. +97.30, 34.36; 6 In. Decid. Tr, i �r'%' `° ' 2 go I , �� , +98.87, 17.54' Sprnk. Hd. w + 908.01„ I oo + :...; r O I 131+05.41, 33.67' In, Decid. Tr. i l' ° O N y O +12.80, 54.84' 6 In. Decid. Tr, ' O +15.76. 54.24; 6 In. Decid. Tr. + Mbo . ' 16.94 12.36 +23.38, 15.07; 12" CMP c.,l CD O 131+33.06, 17.99: Sprnk. Hd. I < n f (p go. r - I n +40.5 Dr. Re 'd. n N -I W = 12 i o Gl t +46.44, 14.88" 12" CMP 908.64 I + o 0 co 908.311, +53.50, 49.44' Sprnk. Hd. CD l ' oa orn cJ, + rill,CD S?o n(/ +82.13, 52.28; Sin P t n Q g. os S'9 tD �O +88.39, 48.59: Pwp. I I b CD ''• Z N 909.00 I 10 0 w + Via. % o � "°'°°i '" Uo i 132+04.20, 15.85' Pwp. ro I +10.58, 45.49: 6 In. Decid. Tr. 12+12,04, 37.35' M. Nail Set CD � I '`• Z 10 I � s - / v p Q III o CA O cn t ' t'r CS wnnnxwa` +34.26, 94.20: 48 In' `�Y Tr. i , , , +36.1 . 17.7 pink. Hd. � o f 4 T S Ia, �I n v �� I I r Z Z m Om I m N n t +45.61, 45.10' 6 In. Decid. Tr. nl C) O 909.44 I C y D my m v 90'8+91 +51.96, 76.00' 3 In. Decid. Tr. v m •• o z I +55.90, 45.10', 6 In. Decid. Tr, ' j n l i i" 2 I 8 16 ym 10 6 16 8 � n1 v t +62.02, 60.24; 6 In. Decid. Tr. °„ i I !�C n +68.39, 16.81: I.P. w/Cop I 2' 2' 2' � i �Q° a +73.4 7. 60.13; 6 In. Decid. Tr. N N ~ y v i + + 78 '6 6 /.. I ,,, 79.39, 45.82'. 6 In. Decid. Tr. � ,;< +78� + 78 , �� v, �.._.,. I I Z cn rn n G7 n1 m z m CN 910.01 v m + 909.21 O I I I I cn ° O.. I ®�' 133+05.08, 17.28' Sprnk. Hd. I r'' , CD ccn j 133+30.56, 89.55" 6 In. ��, fir. o I I � t , , , i I y o I I �. + 7 6' Sink. Hd. • � � � I , co +42:28 � 39.61 1 .5 X10 i +48.50, 56.06: 6 In. Decid. Tr. i i +52.45. 5L76', F. Hyd. 909.51 +51.43, 69.55', 6 In. Decid. Tr. +52.66 53.33; W. S.O. I t l +55 0, 25.43: 24 In. Decid. Tr. 59.59, 33-08'. 18 In. Dead. Tr. t O cn w t 0 24.5' 4'5 Z 1 y (W a I k) +79.00, 17.49', Sprnk. Hd. 78 I �O l� n 10' 6' 16' ll' 16' I t•'rJ 'TJ t ' 2 y '-' 91L95 rte-+ x- •81 Q° MATCH LINE STA. 54+00 SEE NEXT SHEET O �' G7 n _� �n 4 o Q o Q o onWW�NLn o �' OO�nui nc�i,v'CD ° n1 o rn # # # # moo � � � �o' � ° p �, n rn� �� Q � Cc o� Q a , cb n QQQQQ cD QIQ cx O rn � k � Q Q Q . 0 N �o go CD Q. cb cb cn m � O rn o tD � `� � � � `ern C N cp �I �t -I rn y cD CD CD CD ,,,,,,,, ,,,,,,,, ,,,,,,,,, ,,,, ,,,,,,,,,,,, u n D rn c�U cD CD Cp 0 W O rn Cn, Q , ' O C cb -) 4�y �+d o y vi rn N • rncb m r 1 CD CD Vl U1 �O O Can m l - 11 O OnOn� o !� O cu o N o = O O j . O rn a o coo y o Z n Q Q � N � c> >r O nl O 0 co r 2 O rn z m • ° cp - m O � O 00 co O Cn O X31 (31 C) y y Q: 0 N o o a==j ,� ,� = For Intersection Improvements a N�,o a N �, � THE LAKES AT HAYDEN RUN = N SEC. 29 T18N R3E � See Intersection Details Sht. -� CLAY TOWNSHIP THE LAKES AT HAYDEN RUN "-- UN 3 - � �J ao Q � 0 3 � 3 PLAT CABINET 3, SLIDE 69 � 3 �- N i� "'c-n`�NN `� '' d �° ,� HAMILTON CO. ca PLAT CABINET 3, SL IDE 69 ~ .~ ° . N�'� � � 40 o N co c c Oa .O o, �; ,� +(zli C.A. #2 � �n �i � "'`n O1 �� ►� � +84.7 $t. Appr.. ReQ'd "' "' �'� "' � "' � TR. N 7 0 "' �_ � o � � �� ; -� w = 40.8' ,; � �� o � Inlet J-10 & 49' of � ti � LEGEND Ln Var. D.U. & S.S.E. & co M I L.M.A.E. & P.P.A.E. P T ' '°v rn N'�.o D �t°a• l `*' `v `•° ``°° �+ 12" Pipe Req'd. C.A. #1 0°0' ►h ,. ►� + o N �+ �; Var. D.U. & S.S.E. & * � �� o © PCCP For Approaches, 6 on 40 B.L. �' L ,�;: i p N Ld I L.M.A.E. & P.P.A.E. + 6" Compacted Aggregate. No. 53, Bose ° 40' B.L. -- -- -- ' -- -- --G -- -- -- � ,cps o �°;,::� : Iv � 9�•O -- �' -- -- ---�*- -- -- -- -- -- -- -- -- -- -- -- -- -- -- qp � ', V (Pond) EO HMA For Approaches, Type C • s o n lV ` � F-t (E. 1165#/Syd HMA Surface, Type C. 9.5mm on .� +• ; a J -p` P�' °f Water) 2 75#/Syd HMA Intermediate, Type C, 19.0mm on 25 U. F p� ? 25 U. & D.E & L.M.A E & D.E. & L.M.A.E. -- -- � � � � o �` �.� -- -- -- -- -- -- -- -- -- ' -- -- -- -- y�--�-- -- -- -- 330#/Syd HMA Bose. Type C. 25.Omm on PQ , -- 330#/Syd HMA Intermediate, Ty C. G, 19.Omm on v DO Not Disturb Light (Grass) "��` „ i ; 3 i ' �` �` 100' Pavement Toper e, C, 5. ® 19 a mm on 19 <:.. _ LO Compacted Sub rode) 25.Omm (G ass) � � � ' � � :°_ _ � �°`�� '� Do Not Disturb Li ht � � ao a ,` g „ ,: ...., .,..,. .,........: ./... .,, �, � y�\ . � \ �\ •� O F ode wol k, Concrete, , 4 in� , G Recreation Path h . ..:,. �© �.� � (Asph. Path) O I � .. .... Syd Type W I (Asph. Path) (Asph. Path) 1` # 0„ 165 / HMA Surface B n + o ... 7 #/Sy Intermediate Type B on A h. Path) I + i Z ( sp a n ��, °�,, o _ Constr. Limits � W 2 5 d HMA vi Remove --------------_-___�____�_-____ ____—_-__��___-____-_--- -�________ to 53 Base on �n �� .:� 5" Computed A re a # Constr. L imits�'' N) \... ` �\`\... ��. � Compacted Subgrode --------------------------------------- ® O (Grass) ® (Grass) O Remove Remove \ H � KO MA Pavement 165#lSyd HMA Surface, Type C. 9.5mm on W (Grass) 7 �, N Z 275#/Syd HMA Intermediate, Type C. 19.Omm on � co � .,....., K K 131st ST. � _ ,. ._ .._. ... ... `�� # e. C. 25.Omm on / yd HMA Bose. Type 0 °o o t W 330#/$ d HMA Intermediate Type C OG 19.Omm on .. �....cp 9 NI .,. (Asph.) - co _ ..._., Y yp LC ° 330#/S yd HMA Bose, Type C. 25.Omm on K N 19 Compacted Subgrode o L INE "A " & App. 114 Sec. Line '� 19 N o N 89°32'59" E I© Combined Curb & Gutter Type II (See Standard Drawing 10- 11) ® rn (Aspn.) 19 °0 `� 19 Combined Curb & Gutter Type III (See Standard Drawing 10- 12)7,77,77 „..,, v 19 co =--=.=-- = - ----- --.__ Decorative Colored / Patterned Concrete (6 Thickness) Q (Grass) K :: K N N v~i (Gross) � N Remove � �� Sodding Romp (Decorative Colored & Stomped) W _ _ Remove . .. ----- ----- . p N Concrete Curb mp tive C St m L co Q '� --� ® (New al (Type is Indicated By Letter Inside Hexagon) -� L e 1 D a� Pipe: v � ' G v G , G Q ------------- (Asph Path) (Asph. Path) � ® R OVe Constr. - L mit � �� s _ , 50 R/W App. Ex. R/W Constr. Limits �� —I i--- , i 75, 34.5 50' -9 °� .� F ® F �,)��`� � + �_ ...... STR. No. 71 , -- $TR. No. 70 24 P.C.B. & 19 of y��' Q` +40 20' WATER L I E 12” Pipe Re 'd $TR. No. 68 Exist. Inlet, 75' of 18" Pipe. a __ __ ICE SMT. P q I G° +• Reconstr. 1.7' & Adj. to Grade " a BLOCK A �A� --�-- ----- M-10 & 6' of Q W MARK PQQ. C.B.C. Pipe Req'd. w/ Costing Type 4 Req'd. v; COMMONS G. & REBECCA A. HERBISON ,, � . , LQ -- �- ---�— .�-�=- -��-- -- -- -- -- -- -- -- Q W, a o mm0��'�� m � � o Uo o o �W BRENWICK TND COMMUNITIES LLC 3 ° �'v � ~~ e � � N ° INS T. - 00032380 4�° QN 4 N ti o �l ` r 2 0 0 INJT• -co N�� v� , v r� � � ►"� N � ° N rn �' $ N v°D�vo^o `ro � �� LQ0 - +40, 32.5' oo; � � ° � � o W) Ln Lo � � TRILLIUM �;�� o �� °►� � STR. No. 69 ca o 0606 N �, �� TRILLIUM � -' co � � � � ca cp co op �. N N �. .,.�"�M� N � �"� •-,.,, N � � � � � � O �o � � � o co 0 o q; rd N = ,.; Sri oti o co N N oe� Zvi ca M.H. C-4 & 135' Of ►� C oo Ni Q' N co o� Q- � N �, � � � r'1 N �O N �cp� �ap 47 �� O ^• � O � N . N N ►� + +67.5 St.,Appr.. Req d. �� o N �N 18" Pipe Req'd. o N ti �° g ALL R/W DESCRIBED FROM LINE "A o ° ° ° ° ° � � W = 42.6 � � � �-�- �� . � ►� � �� , � � � � � � ° � � � � EXCEPT A S SHOWN. ' , ' , !E;C PGe' h r Q1�. R A Grade. ec a L . tied 10 Dcm)S pec o bove a# L t. , , 92:0 X40 .�• _ . 91�.6� , » » :,;,,,, . .. .,,. .,,, :,,,.,, „,,,. , . ..:::... ...... ..,.. ,,,,.. ,,,.... ,,.. . . , , _ ...9.20._. , 60 39.3f � _ _ - _ , 910. 5 � _ ;. , . :. 909 22 : : 6 908.5 _, , , ---- , _ :E y G ode:..L O -.. w� ,. ,, ,.,,, ,, ....... ..., -« , , ,,,.:;, ..,, . , . '. „ ., ,:.,<:.. .»,.,. .,.,�, ,.... ,,.»., «,,,,,, ,,,,,,,, W , 2 to IIPS , o sed G Grade e � „» ,..,..; ,,,.. , ::.,,. , »,. ,., ..9.05.. O o 18 r , � . ... ...,. ,,,, « , ,,,,,, .,,,,,.., ,, .. ,,... ,,::: ... ..,..., .» , J Irv. 899. _ 1 9 32 1 a o o b a - ti .� ;�., ,,, ,,.,,,;; , ,. , ..,, ,,, :;,,,,,.., =; ,,, ,,,;;; „ ,,,,,;; ,,, .. ;,,,. ; ., ....,;� ., :» .... ..,,..., , , ...... .. ....,,. ..... . .. » ...89.5..., o , , N t^ �c^: gin:An c6 t^ \I v p O K „:. »: .,,,„,,,...,, .. rn 134+00 135+00 136+00 137+00 138+00 139+00 (a "'°°au"uy HORIZONTAL SCALE BRIDGE FILE 5 A, p4-14-08 1" _� 20' -� I0� RECOMMENDED FOR APPROVAL ��'' � •��:� DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION cts � NO• 6 1., , 5' PE19300177 SHEETS �.. � STATE OF .:•� DESIGNED: JAL DRAWN: MP SURVEY BOOK �. �o�;•••..�,y�l,, ;..��, PLAN & PROFILE 13 of 78 INK CHECKED: MK CHECKED: MK 131st STREET CONTRACT PROJECT �mumm� CA RMEL 06-10 Q 4 D, Q:Q p a0i O L V ti ti ti ° Y +92. 4' '' � SEC. 29, T188. R3E THE LAKES AT HAYDEN RUN & � & && 3 � � STR. No. 78 CLAY TOWNSHIP U U V U V V PLAT CABINET 3, SLIDE 69 ;z 9�� M.H. J-4 & 6' of o C; HAMILTON CO. . 27 ko " Pipe Req'd. C.A. *1 C) � INDIANA LAND DEVELOPMENT CORPORATION Var. D.U. & S.S.E. & o°�° rn coo v cv . +50 L.M.A.E. & P.P.A.E. � �' 6 0+ N INST. #2005- 00023122 STR. No. T2 Inlet J-10 & 52' of 40' B.L. � a- +55.1 � +25 48.3• +30 �o�c•�..................":��..:., o v °' N 12 Pipe Re d. --- -- -- -- -- - 75 STR• No. 81 �° p q o• Inlet J-100& 53' of '� STR• N0. 80 In/et J-10 & 58' of ��-e�o�,� � � '� N Ln (Pond) (3 Inlet Pipe Re 5 C.B. G- T & 56' of I Inlet Pipe Re 5 +40 27 Pipe Req d. $TR, N0. 85 --- _- ' U. & D.E. & L.M.A.E. Inlet J-10 & 59' of .......... (E. of Water).............:........,.::.....,..:. � .:,.,..... \ 1 " Pipe eq'd. LEGEND .:..:........ a O 6C CompactedpAggregate,a Non 53. Bose + 76 Q ( 83.24) __ 2' N A.E. _ 50" 50' R/W �°° 50' R/W HM 65#/S Approaches,HMA Surface. Type C 9.5mm on ~ L ------------------------- R�- W -- ----------------------------- ---------- -----------------� - --------------------------------------------- ---------------------- onstr. Limits Type on C 275#/Syd HMA Intermediote. C. 19 Omm W t=ip (Aspn. Pat h) G o f o G 330#/Syd HMA Bose. Type 25.Omm on OG 19 Omm on 330#/S d HMA Intermediate,_ 385#/Syd HMA Base, Type C, 25.Omm on j Constr.i Limits-� _ ° ; \ `,. \\\ �� Compacted Subgrode) FF Sidewalk. Concrete. 4 in W K N N Z 19 (Gross) 131st ST• 1 (Grass) K © Recreation Path co „ : co _ 19.. ., 165#/S d HMA Surface Type B on ...... .. . ........ . ..: .._. :..:.. . ,... .. ..,,,,, , . ....,.. .:_ . ..._.:._..... _ � 275#/Syd HMA Intermediate Type B on N ® N Remove N LINE "A " $c App. , 1/4 Sec. O 5" Compoted Aggregate #53 Base on O Line O Compacted Subgrode N 89°32'59" E (Aspn.) �, � � co N ® HMA Pavement L, 165#/Syd HMA Surface, Type C. 9.5mm on m on ° (Aspn.) 19 385#/Syd HMA BasemTypeeC,Type on m Q \ (Asph. Shldr.) cQ ..,..... . °;........ . �, ...»t......, N to 330#/Syd HMA Intermediate, Type C. OG. 19.Omm on K N +r ........ J K 330#/S Base Type C 25.Omm on � (Grass) �. ....».... .,,„ .. ........ ........ .,..... ..,,.... .. .. . ..,. ..»» .,. ,,.....,. ,., .... .. , .. A yp C. ,,, (Asph Shidr.� � Compacted u ode N © Combined Curb & Gutter Type II (See Standard Drawing 10 11) Z RCP (New Le I G o = co Gro �,�Remove 19 Combined Curb & Gutter T e III (See Standard Drowin 10-12) ga Dram P i� Yp 9 Remove ... ape) �. � �-.. .... ..:................ \, ..,,,......,...»..». , ( as , N : Q \\\� Sodding , G .� � 50' App. /W ----------� -_--- .� � GAS LINE ESMT. G G p. Ex. _ n Constr. Limits - App. Ex. R/W �,:: ---- „ ----------------- r_ ------------_ Concrete Curb Romp (Decorative Colored & Stomped) __ __ ____-- i Co str. L im, s 'Ag m e is Indicated Letter Inside ex R _ d tt H R Constr. 't 0 L i it s c . T n P r ( I dB L I d o0 I t � s p Q n Y Y 9 r C 0 N � e - D- w S E ,W7�: a� ' Pavement Tdp8 20' WATER � 100 .. � ., ,..,,...,.»,:.»..., ��,, � .... .......... ..... ...:. ......... »:. ., ..\ .. ......,.. ..,:.. ...... .. : ... . LINE ESMT. �' ,, �' �. � WATER !NE T. +4 I �` � ..... .. ,. :.,,,... 2 L ESM 36.6' BLOCK A STR. No. 79 »: ; STR. No. 89 COMMONS �- ! -� � `�� - Mod. Inlet J- 10 & 99' Existing Inlet, Costing ��— ��, + - �., _ REO'D. 30 BUFFER YARD y��t `� `��`o° NO .� ° _ of 12" Pipe Req'd. +50 +50. 34 Costing to Grade Req d. 'A o- �!�'�� M.H. C- & 29' of a For Intersection Improvements STR. No. 73 STR. No. 74 + �. +30 -9f. �, ,�,� C.B. . N 10 & 7 of M.H. . & 106' of 55'1 �` + 75 8 69 T FF� °'?A15" Pipe Qq'd. See Intersection Details Sht. 12" Pipe Req'd. " Pi e R 'd. °� STR. No. 82 ,� � , 18 p eq STR. No. 76 a, Mod. C. M-10 & 45' STR No 84 a `rte � C.B. M- 10 & 6 of N � �``�� o� � of 12" Pi a Re 'd. Existing Inlet & ` • o ` ,�� " � i � °� __ __ � _ 50 D:U.&S.E. a � � � 12 Pipe Req d. o, � P q 9 � � 3� � � a � No Change Req d. a W a 9 � � 3 STR. No. 86 a �`� N +55.1. 34.8. ° Mod. C.B. M-10 & 64' Q N' Q I-q STR. No. 77 � BRENWICK TND COMMUNITIES, L L C � �; �� - + - + - � �. �, of 12 Pipe Req d. 87.4. 78.7 �� N J 15. T8.7 INST. #2002- 00032380 � �; �; STR• No. 87 � � „ � STR. No. 88 o � 1 g� M.H. C-4 & 40' of � � °� � Ex. Str. & Adjust + 3 � Ex. Str. & Adjust � M ALL R/W DESCRIBED FROM LINE "A '; � � ti �,�, 18 Pipe Req d. o � � � J � + * � � Costing to Grade Req'd. �°' Costing to Grade Req . N � EXCEPT AS SHOWN. , V 60 .C. 1 X2.0 _ I r' th t, _ _ _ _ , ' S ecia G de ec: Ro L p r^ .. , ,... 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L? ,�f 3 3 3 3 M ►'l r� rn N � � � of � 05 Lri p C CO N CO i0 N CS N � v co U +86 `ands ., ... IT + 0 + �Cr �_6 Lri Ch LEGEND + $TR• No. 92 ` oc wee � LO Inlet J-10 & 63 of � .:_.....�..vw........,.,.�,.,:_:,.: 12" Pipe Req'd. � ...:.......:,::.,.. ...,. C PCP For Approaches. 6 on o N+ 3 . ,.:..:...... ,.,,.,�,..,. y � ... y: �E6, Compacted Aggregate, No. 5 , Base INDIANA L A N D DEVELOPMENT CORPORATION HMA For Approaches, Type C:...,. . v (= o Wd )INST. *2005- 00023122 END PROJECT (165#/Syd HMA Surface, type C. 9.5mm on 275#/Syd HMA Intermediate, Type C. 19.Omm on STA. 147+00.00"A" 330#/Syd HMA Base, Type C. 25.Omm on ___ +50 [Monument, Type B Req'd.1 330#/Syd HMA Intermediate, Type C, OG. 19.Omm on ----------------------��iW1�------------------- ----ts _----- ____--- 50'------ --------------------------------------Constr_Lim s ------- 385#/Syd HMA Bose, Type C. 25.Omm on - � 50 R/W imit _ — — --�— —�� Compacted Subgrode) LQ �, W © Recreation Path W L o G G W 165#/Syd HMA Surface Type "B" on 275#/Syd HMA Intermediate Type "B" on © \\ co \ . ----------------- ---------------------------------------------------------------------- 5" Computed Aggregate #53 Bose on Compacted Subgrode '\ Fence. Farm Field, Remove KO HMA Pavement W N Remove � �: (E. Of WdJ ... ......:..... .<..... _.,,, ..,, ...,.. > :: ...,. _ _ _ Z K :. :. .......: ............._..,,,...,..��.........,,,........ _:..,. , ....�...,. .__. ,,,.,........,.,..........,..,. ,,,.,,,.,,.,,,,. �.::......, .�, _..,.:.. ,.,,... ....... ...........,. ........»»� _ ,,.,.,, # HMA Surface. T mm on ep (Grass) \ (12" cMP�. ... .; , ,.. \ /Syd Su ace. ype C. 9.5 19 (Gross) - \..:,,......\ .,.......,\., \.,..:.... .. 275#/Syd HMA Intermediate, Type C. 19.Omm on A n hr # , ... ... ... ( s� . s a .) _. .., . :. . ... ,,. . __, ... . Ash hr r : ., _. _ _ _ - �,-�_T..�-_-_._-- 385 /S d HMA Bose. Type C, 25.Omm on W __ . . _ _- -------------------- 19.Omm on N N „ „ 19 131st ST. _________ ----- p 330#Syd HMA BasemType teC,Ty25.Omm on ® LINE A & App. 1/4 Sec. L lne - ______-- ____ - o N N 89°3259" E --------------------- -__----- Compacted Subgrode + K 1Y.y �t 1© Combined Curb & Gutter Type II (See Standard Drawing 10- 11) a' `O ---------------------------------------------------------------------------------------- 19 19 NOTE: (Asph,) 19 Combined Curb & Gutter Type III (See Standard Drawing 10-12) K rn MA TCH WITH 131st ST. & TOWNE RD. ® Decorative Colored / Patterned Concrete (6 Thickness) cn ROUNDABOUT PROJECT W (STA. 37+64.02"A " ROUNDABOUT PROJECT) Z � N Do Not Disturb -- _ - , -.... -... ---- =..:��__-�•�_--- Sodding ng .. ...., Si/�n L i ht�,.& Island ...,. _._.,.,.,,.. _......,.... ,> �: .� ... � ....'C :..... Stomped) .,v ,,,.`J(. ..,,,.,,g.. ................................ . ................................. � -- ,..»,. .... , „ .. Concrete Curb Rom (Decorative Colored & St m ._,.. � --- :........... .,. ...: .. . .,. .. :.:.. _ ,,. 0 T Indicated tt r Inside Hexagon) .,. ,, v. . .... . ... .... .. (Type �s I deco ed y L e e g Remove Remove G'h „ : Q O _ _-_- App. Ex. RIW _. Q z. _... .._ _,.,.,:.. � 50 GAS L IN T ..... _ .. _ , ----------------------- ---- � - - 50 E ESMT. o st � ---- ------------- , ' GASLIN Cn r. i t Constr. Limits -- , . 0 .,,,,,,.... .... ...,:,.. ♦.. ..., (Grass) --- i, ;; (Gross) A Ex. R/W ( ss) �, �► ; , � ST R. 93 20' WATER LINE ESMT. n C.B. M- 10 & 42' of __ C18 e L Q e Pipe q I� „ ... I ED 30 BUFFER YARD ... ... � . ...:.. ........... ,.,..,...;. ,,, .,, ,:�� P ,.....,,, .,,... .... .,, - . ., . ,. ...»,. „ D RCP) (18” ..� y.. RCP) Constr. _ i D.U_&S Limits , im�ts .E. �(� WA��TL�R ..L fiNE� ES#T --- ----_ _ --- - .� ---� --�-- - -- D.U.`&S_E. -- z 50' D.U.&S.E. � - -_ a +16.2 St. Appr., Req'd. � 3��, � o o 79.5 --- -- -- -- -- -- -- -- -- -- - I o W = 45.2' v;6'0 0 0 +95, c o +92.1. 82.2' � �' 3�' N��' �' �' � � N $TR. No. 94 � � � STR. No. 90 � 3 +40.4, 82.s' 03 3~3`� 3 ° 3 M.H. C-4 & 6' of - CO ' - - STR No 91 ' o Ex. Str. & Adjust o� 0 �Ln o o 18" Pipe Req'd. `ti° BRENWICK TND COMMUNITIES, L L C �- Costing to Grade Req'd. Ex. Str. & Adjust ,� � ° (Construct Over INST. *2002- 00032380 Costing o Grade Re d. LO g q �rn °rte°' o ►r� & Connect t0 � N � o Q �; N For Intersection Improvements o 0 o N°�N vS vS EX. Pipe) �; �, ALL R/W DESCRIBED FROM LINE "A ", N(S�Ln °' EX �� EXCEPT A S SHOWN + + + See Intersection Details Sht• + + + + + + + + + + + - � � � � o N F�R PR � TRANSITION PATH: N TR 1' N: : TA N 7�R � & COS UC ,Ip C lO 0,1EG. , , _ INC INCID,EN L CO S . U , 44 . .7 _ IIIIIV V 4 C . .x. 16 6 EN PR � T OJ � , I4, 2 EL 9050 ........... ...... E , _ 4 , 0� 00 1QO C- EL11 904.48 � : WITH. � 1 ST. & MST H VV 3 , , : , _ f C , , , Ft N A8 � TPR E T W : , , , . . : . ....:. . . I- „ r �n A Props G ad L , t St., & -':Tow e d Qu d© �ou ro ecJ : (131 . o , rn h : �ww wR:IlRARR,NIRiIRn..RRI ...RR.R ..........:: .....::::.� ......» ,, n i 5. , X r [n A , r . . ,.. o used Grade � � ■ , • -1 , R . _, P � j ., . ... .. . .9.00. A : , o o 8 : ro , (D o gin,07 o o o rn rn rn , 890 . ::8..90 :::: :: .:::. .:: . _::: . :::. : . : .. :. ..: ... .... .... ,......_. . . .: .... ...,»:. 144+00 . _ . . ... 145+00 146+00 147+00 148+00 149 +00 (p �""""'�"•.av HORIZONTAL SCALE BRIDGE FILE -R �� RECOMMENDED _. , 5 10f FOR APPROVAL d' � 04-14-08 1 20 M� ,:, ,�;i1' ..•.I' ` CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1-- = 5 �• PE19300177 a DES G SURVEY BOOK SHEETS .o•� STATE OF ' I NED: JAL DRAWN: MP �.' �o��..,�!vQi�t�.►.:•:�� PLAN & PROFILE 15 1 of 1 7$ S �► 131st STREET CONTRACT PROJECT (�:� ON��n. CHECKED: MK CHECKED: MK -10 CARMEL 06 N U a � � � � � 0C Q 4 � � � � � � Q� SEC. 29, T18N, R3E � � � 0 � N a � � o= � a o � a CLAY TOWNSHIP SEC 28 T18N R3E O c� c� � c� c� c� c� g c� c� � c� � c� � • HAMILTON CO. 3 3 .+. 3 3 3 � o o rn Ln rn N N o CL A Y TOWNSHIP 00_ ,� a � � �; �; � � � , - �; �, � � HAMILTON CO.Lri of rn O N � O 00a N N C �7 N NQ Q 1-i N �- T� +� � +� Wei Lands) ENT CORPORA TION INDIANA L A N D DEVEL OPM -. ' . ' n ► � � \ ' � GE D INS T. #2005- 00023122 LE N Constr. Limits X59 __--' -ii � �,;�' � ,,\°\�`�� ` �♦ © Recreation Path __ -' I ,�,' �`♦ ` 165#/Syd HMA Surface Type -------------------------------------------------------------_-------- I a� . �♦ y Intermediate TB„ on _ 275#/S d HMA ype "B" on Z t59 ___--� i � --�-��-'' ...�� (Grass) � .,, �` ♦ ♦`♦� � p Aggregate Base on G - :� • 5" Com oted A re ate #53 B O - � ------ ---------- _1____�- ` - - _ Compacted Subgrode ,,_ ��_ Com act J ------------------------------------------------------------______ _------------_—_------------ ---- ' (Grass) / i 4 ♦ ♦ / / / (Grass) ______------------- --- ,.. �\ _ r , / \ 1 / 131st ST. o LINE "A " & App. 114 Sec. Line (Asph.) (Aspn.) `\`\ ° _ N 8Q°,32'59."-E--------------------------------- ,, �' / \ \ ► 1/4 Sec. Line Ap � 11 � 11 \P—.O.T. STA. 153 1 , ,,,....1 � ,,,. � �� ..., . . ,.. _ �``� P.1. = 43�74.TI"A' Q 1 = l � :, .. .. ,,...,,,, ,,,,,., ,,,,, ..., ND C � (Grvl. Shldr .....,,,,: . .,. .....:.„ ,,,.. 0�� I (ROUNDABOUT PR T )I (Grass) / ``\ � ♦`♦ 1 ► � \ i ! i , V 59.4 .�� ,, ... *.......,,.., »,,,, ` // 47 _„ , _�__ ♦ ♦ �� /�� (Grass) "--- ----_ © 50' GAS LINE ESMT. -- -- - - -- -- -- -- -- -.�--,\ -- ,--��-- -- -- �� -- --.�---- � ;/ Constr. Limits —'------ -------------------------------------------------�------------------------------------------ �`��S `�:r `♦`� ,�,/ i�r' App. Ex�� R/W , � �� `�\ `♦�� ---�� -- -- +59.4 -- -- -- -- -- -- -- -- -- -- -- 57.03 ;� ----- /. , ♦ / , RcP>. 20' WATER LINE ESMT. �'�- `� .�. `� \`� D.U.&S.E. _ REQUIRED 30' BUFFER YARD 9s- p -� `� \ �` a BRENWICK T N�� '' ND COMMUNITIES, L L C �, N INST. #2002-COMMUNITIES, $ � 9 L L�� of p �� VO- � � Nticrnoc�� M "' � N aN � M O N N �F �1'cp Mi MS � Cp� oo N � Cp O L O ALL R/W DESCRIBED FROM LINE "A " ^'� � � � � N0000 00 N � O s _ _ _ _ ,,,,.»».»,»,.,,,»,,».,,,,,»,,..,,,,,,,, ,,,,,,,»»,,,„,,,,,,,,,,,,,»,,,,,,,,,,,,,,,.,,,,,,,.:.,,,,,,.,,,,,,,,,,,,,„,,,,,,,,,,.,,..,,»»,,, EXCEPT AS SHOWN.LO= fNCI ENT�1 L N TR .. ,,,,,,,,.. ,,,,.,, ,,, ,,,,,,,,,,, , D C0 S CTIOIV F R: _ , . _ ,,,,,,,,,. „,. ,,,,,,,,, ,,,,,,, ,,,,,,, , , , 0 E TRA -_ , , C N T , , _ _ P _ U _ _ , _ , _ _ _ _ _ , , , _ _ , _ _ _ , , , , _ _ , , , _ , _ _ _ _ _ 9� 0 _ _ _ _ _ _ _ , _ ............ .......... .. ................. ......I'll, IIII ......................IIIIIIIz III ............ ICI _ _ _ _ , , , _ II.............I............. W , , , , , , , _ : _ _ Gae A d e _ _ , , , IA N' , _ II „ I ......... _ _ _ _ _ _ . 24 __ , ,,, ,,, .„». ,a..», , C , , , , _ _ _ , , , _ , _ , , , , , , _ , N _ O , O _ v 49 +00 150+00 151 +00 152+00 153+00 n Q N 49.985.3400 Stop 3 E 43.451.0100 Sign,,.= � `d /NINNNNq�y RECOMMENDED n A. HORIZONTAL SCALE BRIDGE FILE 3 Line "A° ��4-5 ��f FOR APPROVAL d' 04-14-08 ” _ �:• " � d•••.;` CITY OF CARMEL 1 - 20 E v DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION �• 131st St. 3�Z' � � N0. " tt93oov7 1< 1" 5' D Stop �, �? � 3. Sign Stop = .o•'• STATE Of :' DESIGNED: JAL DRAWN: MP SHEETS 3 I°� � Sign '°o:'••••!!vp�tw�1:•••'' �• PLAN & PROFILE SURVEY BOOK f � . „ �► 16 0 7$ P.O.T. 153;10.69 Af✓ONN E�6 CHECKED: MK CHECKED: MK 131st STREET CONTRACT PROJECT 1/4" REBAR FOUND CARMEL 06-10 C) C) C) C) U C) C) L one Shift Toper For Temporary Pavement Connection O -99.15"PR-A P.O.T. 101, P.O.T. 102+00.00"Au. 40.72' Lt. C) 05"PR-A .......... 9" LT. LLJ (Ex. Asph. Path) I N".. ............"' .......... ........... ......... .... U-j ............. Uj al (Ex. Asph. Path) (Ex. Gross) + 75 It R LO T. + 75 14.4' L t. (Ex. Gross) T LO 12.4 Lt. Z) ....... ........... . .... T .......... (fix. As h. ShldrJ P.O.T. 10 00.00"A" + 75 LINE ##A ## I _I 1.6' L t. 131st S T. (Ex. Asph.) 00 (Ex. Asph.) ................ ........... ... ....... ............... .... ........ ............... ...... ..... ......... (Ex. Gross) (Ex. Gross) Incidental Construction For Temporary Pavement TRAFFIC FL OW .........I 450 TYP. ............... Q) 0 FT (TYP.) TRAFFIC FL OW V) CROSSHA TCHLJ7VES DETAIL NOT TO SCALE) L one Shift Toper For Temporary Pavement Connection BEGIN PROJECT % + z STA. 108+50 "PR-A'/ C) [Monument, Type B Reqld.] lr� +5d"PR-A U-j 48. 6' L t. 0C ------------------ --------------------------- -- +50"PR-6 +50#'PR-All ----------- 32.46' L t. .46' L t. ZZ QQ ............... +50"PR-A +50"PR-A 30.46 L t. (Ex. Gross) 8.5' L t. A Ln T +50"PR 131st ST. T 2.5' L f. rn ............. +45 (Ex. Asph.) 2.5 Lt. - A U Uj zt4 I I W &I" N LO +50"PR-All Z -4 -4 N, LINE "A " L,L,, 9 1.1,, I + 24.5' t. z +45.17 Uj (Ex. Gross) 8.7' Rt. t Incidental Construction For Temporary Pavement ------------------------------------------------------------ Q 7S ..... ........ N' ............. ........... ------- ... .............. Ln (Ex. Asph. Path) ....................... .......... ........ L------_--- LEGEND o TI HMA For Temporary Pavement Sow Cut, Full Depth (165*15yd HMA Bituminous Surface 9.5 mm on 770#lSyd HMA Bituminous Type "B" Base 25.0 mm Line, Point, Solid, White, 4 IN. Z\ on Compacted Subgrode) N t , L ine, Point. Solid. Yellow. 8 IN. NOTE: Temporary Recreation Path Transverse Markings, Point, Solid, Yellow, Crosshatch L Ine, 12 IN. THE TEMPORARY PAVEMENT SHOWN ON THIS DETAIL (275*lSyd HMA Intermediate Type "B" on CD Uj C 4" Compacted Aggregate #53 Bose on WILL ONLY BE NECESSARY IF THE ROUNDABOUT PROJECT Existing Edge of Pavement Elevation CY, cc W Compacted Subgrode) ® Match 1 ALL CALL OUTS FROM LINE "A " AT 131st ST. & SHEL BORNE ROAD IS NOT CONSTRUCTED LjLj Q) BEFORE OR CONCURRENTLY WITH THIS PROJECT. UNLESS OTHERWISE NOTED. M Temporary Seeding RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 4 �%'ts A, ION 71 FOR APPROVAL _4'v� 04—14-08 1" =- 20** :3 % CITY OF CARMEL DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION PE 193MI 77 1" 5** 14 4 Lt ... . ...... ... LO 75 8 '\45 Grass) 'D STATE OF DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS � � •off , • TEMPORARY PAVEMENT DETAILS 17 of 78 N CHECKED: MK CHECKED: MK 131st STREET CONTRACT PROJECT fill CARMEL 06-10 C) 0 0 0 C) T T T T► 1 1 1 , N cr_ 1 W Q W a > a a J a. Q Q ; • I ti n 1 � Z J 1 V Q J W 4 5, 901.64 +12.14 +84.27 + T2.03 34.* 14 18 +01.79 86 , 84.T4' +12.14 + 86' 84.16' 2 7 7 20 14 118 5 : 85.6 p 78 4 + 74.49 +10.88 ,' +24.42 so- 80.89' 86' .33 83.5' $1.72' Aso 83.5' +8 ` R 50 +53.49 V 81.83' R 1 ' h cr- 30.OT` 0.9 2 +88.21 +08.55 65.60' 62.27 +67.07 _ +34 57.45' ✓p- 1 +12 +68.72 60.07 �0' 53' + 70 AD- Q` gyp' 54.72' 52 + +3 5 7 +2 5 .54, +68.86 -- .- 5 -- 512 s ✓- ....,:... ,.... ::. . . .................... 20 : 12 , , C . .. 7 G + 72.03 \ , ,�--- : .....:.... . .. 33 r + 74.49 9 +24.42 .4 2 11 H :3`1.5 131st Sri; 131st ST • R A P ' LINE „ N A . . . .. . .: . .......... LINE "A " I j +85.11 4 2 .5 2'8.59 „ .............. 24 5 +o6.22 , +60:5 ... :..::.:...: 31.5' 10.89 50.53' +85.59 },1 +99.93 25. + 5 , 4 54 , 44 4 4 0• 39.88 :»:.. +86.04 ;_3 16.. 5 2555 +06 + + T +9 +ill ,. 8 1 54.78 .45 ✓`.. 50.37' 49.&5' 49: 1 4_9 o- PPS..:. ,: • a -- -- 06 - Q` » 1 .R...: g +12.38 .Q 53.T7 +p 3 42, 1p- �`_ +0 + 74 - fp +`98 3.06 1 6 55.90 R lot 59.10' 54.35' ' 54.31' R 50 + 77.2 +94.65 DSO- 1.74' 66 495 'A 6L 78' 6 +31. -- -- -- -- -- . +23.93 +89.50 "� =-- moo` 821.94 ",QS -\ +85.11 73.66' 41' T2.69' +28.59 R �� +99.6 +69.93 - O- 76.5 +25.61 +88.05 / 77.25' 76 37' 76.5 -- 1 20.5 _-.1.111 6.48' -- - -- -- -- -- -- -- 82 05' " O' 4' +88. 5 -- -- -- --+ +10.89 ILO ��,... � .. I 8 +25.69 / 60.57 r .T. T ., 69.9 5 80 83.5' + 83.5' 80 ' + 56 8T ' 86.49' W / + A w p 01.56 >� z 87 1 z u m LQ , LLJ z 3 0 W W 4 .S a LQ d Q J. N .ti -0 ll." �, ac P PQQ. � o 11Z 0- 131 st STREET & 131 st STREET & ABERDEEN BEND / CARMEL ST. DEPT. ENTRANCE ALL STATION CAL L OUTS DESCRIBED FROM LINE "PR- A ; TUSCANY BLVD. / LINCOLNSHIRE BLVD. ALL STATION CALL OUTS DESCRIBED FROM LINE "A ': m UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. „„„,umnxx, aa HORIZONTAL SCALE BRIDGE FILE �5 A. RECOMMENDED �, 1 - 20 � �• Of�' FOR APPROVAL 04-14-08 CITY OF CARMEL $ :' °• g DESIGN ENGINEER DATE VERTINONE SCALE DESIGNATION ca _ -3 SURVEY f s tD ,o•'• STATE OF .�� a DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS ,�°or:'••!!v�!►►�t►:•''��`� INTERSECTION DETAILS 18 of 78 �'ONN. E .�`' CHECKED: MK CHECKED: MK CONTRACT PROJECT CA RMEL 06-10 C) C) C) C) C) C) + + + cy) (D L0 qql- qql- cy) TP a pp ? Cr Qc ... ......... +17.2 +5L39 - 95' 5 13.84 14, 13.86 5/, 95' +5L39 17.2 +50.59 92.1 93.01' 90.23' t /0- 10 18.0 +57.11 % 9 . 76.5' END PROJECT +12.3 76.5' R 5 STA. 147+00"A" +J7, +135.59 61.0 60.66, +84.3 30 55. ' 51 55.25' R R +39 wv 52 .......... � 5 9 .......... .. . ............. . ...... .......... ............. �40 o +10 82 52 49.25 49.54' 42 +60 \�40 ..................... 39.52' 42 39.31' ........ ....... 57.11' ......... 31st S T. 131st Sr.S T 24.5 24.5' I 131st ST LINE "A " 10 LINE A LINE "A " .............. ............ ... ..... ......... ........ ... ............. " " -------- L ------- X2 Ln Ln Lo Lol H +30.86 +04.32 N- .37 7) 4.5 +55.70 +4L64 ...... -1746.60' +87.5i ---------- 33 3 ....... ........ 36.89�1 ............................. ....... ............. ............. ............ + ............- 14 ........ ......................... .......... ... ........ ............ ....... %T.............. 46 ............ ...... .... 21 1+46 14 4 55.56' +5 52.93 +16.93 42 73 1 +30.86 V b /o �lw, J x 62.19** 9 40' 66.5' ...... Del p + +5 +27.5 .... " ....... 0.64' +04.31 5, 2 1`7 .7 J. 62.63** 3- 66.5 5. m 51 12.17 +29.01 76 R 50, 75,* + 74. 110 J 68.54 25 5" 7 .42 73.66' 42' 75.62 +4L64 +26.2, +90.84 85' 80� t 88.78' +1 TO 79.17' 45.18' +29.15 % 72.07' + 76.2 ------ 75' U) +10.70 80' 75' • uj LU Z Z Q % z LLJ LU &-" 0 54 cl� L4 131st STREET & 131st STREET & MOULTRIE ST. 131st STREET & PETTIGRU DR. LORENZO BLVD. FEATHERBELL BLVD. m pmunnuaa HORIZONTAL SCALE BRIDGE FILE RECOMMENDED (D P =- 2 " a, ;Z� 04-14-08 FOR APPROVAL CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE m NONE PEI 93MI 77 SURVEY BOOK SHEETS mp -8 STATE OF DESIGNED: JAL DRAWN: 19 of 7 33" (D lAlft INTERSECTION DETAILS .. .... CONTRACT PROJECT NAL CHECKED: MK CHECKED: CARMEL 06-10 L vol WL--- C) 0 0 0 C) T T T T W C' 1 � Q J +46.49 86' QQ +60.49 86' J 914.05 913.96 (Match Ex. El.) (Match Ex. El.) +58.89 91' � +73.29 91' +36.50 86' Z +66.41 86' (Match Ex. Q 6 (Match Ex. 913.83 913.81 El. 916.49) V CL El. 916.51) (Match Ex. El.) Z (Match Ex. El.) LV +82.38. 91' J Q (Match Ex. +26.51 86' O +72.33 86' +41.71. 91' El. 916.22) 913.55 V 913.67 (Match Ex. +91.47 91' (Match Ex. El.) ti (Match Ex. El.) El. 916.24) (Match Ex. + J 19.14 86 79.27 86 El. 915.96) 914.23 914.27 +24.53 91' +96.57 91' (Match Ex. El.) (Match Ex. El.) LU (Match Ex. (Match Ex. +12.14 86 W + EL 915.82) El. 916.65) ' 84.27 86 914.51 W 914.40 (Match Ex. EU (Match Ex. El.) +01.64 91' �o : . .. .. _. . .... �t9 6 77- . co : \ ° � �.. .. ... � .... ...... 914038 8.34 �• Ln No + ' co 96.38 52 f (o 915.14 rn + c o rn N ni ti Ln +02.53 52' vi° `�'rn +96.38 42' ° °� 913.69 +20 64.69' Ln JGQ) 914.96 °, 915.97 + °' °p o +60.49. + Q1 +02.53 42 "� +70 57.54 L9 76.36 913.49 o� 00 58.07 915.17 +00 38.19 914.00 N 915.51 (Match Ex. El.) 900, (Match Ex. E.) +80 56.47' +35 51.20' . �, 913.88 914.00 +41.71 52' +70 47.59' (Match Ex. El.) 915.08 +35 41.70' +00 41.99' 915.65 (Match Ex. El.) �°o I Ln 913.98 -.y 915.75 +41.71 34' + + °I (Match Ex. El.) 82.38 34' 36.50 31.5 915.38 915.14 +20. 39.93 914.37 a, +60 33.73' 915.10 +00 37.59' +80 34' +00 34' +20 34' +40 34' `" A„ +66.41 31.5' CD 913.35 915.88 915.75 913.86 * rn 915.63 +60 34 +80 34' +00 34' +20 34' +40 34' +60 34' 915.51 915.39 915.2 7 915.16 915.06 914.99 914.96 914,95 + + + + + + + + +60 30.86' +80 31.5 00 31.5 20 31.5 40 31.5 60 31.5 80 31.5 00 31.5 40 31.5 915.68 915.33 914.99 914.65 914.31 913.97 913.63 913.29 912.95 912.61 +60 8.5' +80 8.5' Nf 131st ST. 916.38 \ 916.26 +00 8.5 +20 8.5' +40 8.5' +60 8.5' +80 8.5' � Nf 916.14 +00 8.5 +20 8.5' +40 8.5' +60 8.5' 131st ST. +60 8.5' +80 8.5' +00 8.5' +20 8.5' +40 8.5' +60 8.5' +80 8.5' +00 8.5' +20 8.5' +40 8.5' 916.02 915.90 915.78 915.67 915.57 915.50 915.47 915.46 916.13 915.79 915.45 915.11 914.77 914.43 914.09 913.75 913.41 913.07 +20 +40 , 916.11 915 99 ""' 915 87 + + + +00 +20 +40 +60 +80 +00 3.5' +20 3.5' +40 3.5' L INE PR- A 11 +60 2.5' , » ..,....,,...E.°,... 915 76 915 66 915 61 95.5 7' �f 1 +4 5 915 58 +80 2.5 +00 2.5' "" "" °"° 915.54 915.20 914.86 914.52 914.18 . �' 91386 91352 91318 LINE A 976:2 LINE ##A ## +60 2.5 +80 2.5' +60 8.5' +80 8.5' +00 8.5' +20 8.5' +40 8.5 916.35 915.90 I Ix 916.38 916.26 916.14 916.02 915.90 +60 8.5 +80 8.5' +00 8.5' +20 8.5' +40 8.5' +60 8.5' + + + + + + + 916 24.5' I 915.78 915.67 915., 915.50 940, 960 60 8.5 80 8.5 00 8.5 20 8.5 40 8.5 60 8.5 80 8.5 00 8.5 20 8.5 40 8.5 916.06 +80 24.5' +00 24.5' +20 24.5' +40 24.5' i + 916.13 915.79 915.45 915.11 914.77 914.43 914.09 913.75 913.41 913.07 '915.94 915.82 815.70 60 24.5 +80 24.5 +00 24.5 cV ' 915.58 915.46 1915.35 915.25 j +60 31.5' +56.98, 24.5' 913.97 +20 31.16' +40 30.43' +00 26.71' ` +60 31.5' +80 31.5' +00 31.5' +20 31.5' +40 31.5' +80 31.5' +00 31.5' 912.63 915.84 915.48 +00 33.22 =2024.5' +40 24.5' +60 24.5' 915.67 915.33 914.99 914.65 914.31 913.63 913.29 912.96+20 38.21 915.33 915.14 915.83 1 .1 915.15 =, , +48.60 31.5 +18.45. 49.5' +48.6 49.5' 0o a 914.49 914.05 +56.98 5L92' +80 59.31' + + °' +24.35 66.49' 915.74 915.68 +80 35.27' 00 49.6 914.34 915.37 915.17 (Match Ex. El.) Lo Q) +80 4L6T ''j W 913.69 rn 79.54' + +88.15 80' "'� 14. 72.81' +25.68 56.98 80 �o �� ° 914.21 (Match Ex. (Match Ex. (Match Ex. El. 916.47) El. 916.09) CD" El. 916.01) +30.62 79.36' +83.20 80' +01.56 87' �`n�N CO +14.27 87' (Match Ex. (Match Ex. 914.71 ► ' 914.2 7 El. (Match Ex.) El.(Match Ex) (Match Ex. El.) } � �'� (Match Ex. El.) N +36.67 79.15' +77.25 80' +05.56 87' +'C� +65.96 87 W (Match Ex. Q (Notch Ex. 914.70 914.22 W El. 916.07) El. 915.93) (Match Ex. El.) (Notch Ex. EL) Z lV +12.55 87' (7 914.03 t 58.84 87' Z (Match Ex. EI.J (Match W (Notch Ex. El.) LV +18.45 87' +48.60 87' 914.16 913.83 cg Q (Match Ex. El.) (Match Ex. El.) h Qc +24.35 87' 1 +38.35 87' ti q ti 914.11 913.98 (Match Ex. El.) m (Match Ex. EU �a N V Is oU q N roo 131 st STREET & 131 st STREET & Cr ABERDEEN BEND / CARMEL ST. DEPT. ENTRANCE ALL CALLOUTS DESCRIBED FROM LINE "PR-A '; TUSCANY BLVD. / LINCOLNSHIRE BLVD. ALL CALLOUTS DESCRIBED FROM LINE 'A '; v UNLESS OTHERWISE SHOWN. UNLESS OTHERWISE SHOWN. (D Ord HORIZONTAL SCALE BRIDGE FILE Iulwuluu �5 A, `° ,� RECOMMENDED 1" = 20' � �r Ofd, FOR APPROVAL 04-14-08 CITY OF CARMEL VERTICAL SCALE DESIGNATION m �. ' � � DESIGN ENGINEER DATE • PE 19300177 a NONE CD SURVEY BOOK SHEETS ,off STATE OF .' DESIGNED: JAL DRAWN: MP 2-0 of 7$ M j °•��''''�"�!" ''��`` INTERSECTION ELEVATION DETAILS CONTRACT PROJECT st2 ! ✓ONlll CHECKED: MK CHECKED: MK CARMEL 06-10 II/IIINIIpq d`a�� 0 0 C) 0 C) 0+ + + M CD Lo 411- M T T T 0 J +77.38 95 99 ' 0.45 95 910.48 (Match Ex. EL) (Match Ex. E.) +63.65 95' Qc +05.15 95' 910.36 O 910.25 (Match Ex. E.J J (Match Ex. El.) +56.10, 95' +12.20 95' 910.96 910.82 (Match Ex. EL) W W (Match Ex. El.) +51.39 95' Lo +17.20 95' 911.11 w w 910.98 (Match Ex. E.J � N (Match Ex. EL) (z) m o o + END PROJECT STA. 147+00"A" Lo Ln +11.24 52' 1 N 908.65 ,��• -4 vi +26.92 52' +42.49 52' +60 55.79' '+ °+'rn ,•��' 908.77 909.42 909.41 N I ko i r� +60 49.54' -+10, 49.25' 910.66 911.79 (Match Ex. El.) (Match Ex. ELJ +70.52 52' +26.92 42' +60 39.31' +10 39.52' 909.17 908.57 910.45 911.66 +98.23 52' (Match Ex. El.) (Match Ex. EL) E;4 9 42 908.81 \ +20 40.07' +2 N 908.30 40 27.4' +40 32.49' +70.52 24.5' t +98.23 24.5' 907.79 909.17 908.62 908.26 +20 24.5' +40 24.5' +60 24.5' +80 24.5' +00 24.5' +20 24.5' +40 24.5' +60 24.5' + 4 .76 908.50 908.24 907.99 907.73 90747 131st ST. 00 2 .5 909.24 909.01 908 909.42 � 131st ST. + 5' +40 8.5' +60 8.5' +80 8.5'`v� +00 8.5' +20 8.5' +40 8.5' +60 8.5' 00 8.5 20 8. 909.74 909.56 909.33 909.08 908.82 908.56 908.31 908.05 907.79 + +60 2 5 u u + 40 2.5 u u LINE +40 +60 +80 00 20 90790 �� LINE A 908.16 N A • I E :. L 9094 909.17 908.91 908.65 908.40 ,, . 2 .,............... ........ ........,.. . .... ...... ..... ....... +00 2.5' +20 2.5' +60 8.5' +66.7 8.5' -I +00 8.5' +20 8.5' 909.85 909.83 909.08 1908.99 1 908.56 908.31 + +40 8.5' + + 0 10' +80 10' +00 10' +20 10' +40 10' +60 10' +40 10' +60 9.92' +80 9.61' +00 9.30' +20 8.98' +40 8.67' +60 8.5' 04 8.5' + 4 8.5' +00 8.5' +20 8.5 1-4-0-1- 8.5 +60 24.5' 80 8.5 74 909.56 909.33 � 908.82 908.05 131st ST. 904.2 904.37 904.47 904.57 904.67 904.77 904.87 905.07 904.97 904.87 904.77 904.67 904.57 904.50 904.47 904.4 909• 908.76 N +00 24.5' +20 24.5' +40 24.5' t +80 24.5' +00 24.5' +20 24.5' +40 24.5' \l Nj N 909.42 909.24 909.01 908.50 908.24 907.99 907.73 �n +40 33' +60 33' +80 33' +00 33' +20 33' +40 33' +60 33' +40 33' +60 33.49' +80 34.02' +00 34.56' +20 35.05' +40 35.62' +60 36.16' +80 36.74' +00 36.0 L' +00 38.01' 903.81 903.91 904.01 904.11 904.21 904.31 904.41 905.24 904.50 904.38 904.26 904.15 904.03 1903.95 903.91 903.93 +40 42.5 N 908.51 - : +. 909.37 N� u..... «............,�; 33' �� +23.83 57.38' +20 27.54' +60 42.5' coo�o +80 42.5' V+20, 25.93' +80\ 4 . 90.4,12 903.84 909.30 1909.12 CD 908.86 908.02 904.16 (Match Ex. El.) +60 35.16' of +01.2 51' +40 36.04' 70,903.93 0 904.29 904.30 +40 44.35' �n 909.43 < "o� ,�o +20 52.88' o rn +60 46.91' wi c6 of 904.40 +80 49.89' � ' ' '� Cv 903.73 Lo 904.06 L � � •� +50.77 55.64 0 0 lrn r 0 903.59 + � Ln Fay : v l0 + rn a; +40 77.85' +47.27 75' L+89.63 75 ' e 903.43 910.27 909.73 +76.20 80' +26.20. 80' Co + (Match Ex. EL) (Match Ex. El.) 906.02 905.60 +60 75' +80 75' (Match Ex. EI.J (Match Ex. EL) imi 910.11 909.85 +93.62 89' + 903.25 89 (Match Ex. EIJ (Match Ex. EJ +81.20 80' +21.20 80 (Match ��■■I +66.7 75' (blotch Ex. El.) (Match Ex. El.) 905.53 905.28 (blotch Ex. El.)' W 910.02 (blotch Ex. EL) W (Match Ex. EIJ + +01.02 89 , 31.12 89' Z Q +88.70 80 13.70 80' 903.35 X03.39 904.50 904.63 (Match Ex. E1.) Q Match Ex. El.) Z J (Match Ex. EIJ (Match Ex. ELJ W W +01.2 80' .903.52 ,89' +2115 89' ti 9 ch I■�N J 904.56 (Match fix. EL) ti (Mach Ex. Ed Qc LQ .v o a0 W N � � � � Z + b G rJ i Qz 131 st STREET & 131 st STREET & MOULTRIE ST. 131st STREET & PETTIGRU DR. Q LORENZO BLVD. / FEATHERBELL BLVD. m HORIZONTAL SCALE BRIDGE FILE "� RECOMMENDED N v�5 A' �� FOR APPROVAL �' 04-14-08 T" _ � ' �� DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION MI pp. � NONE =� g K193M177 g (C2 SURVEY BOOK SHEETS 3 • � s :!O!oSTATE OF :` DESIGNED: JAL DRAWN: MP 21 of 7$ (D :''•••!!v�� :•�'�'�► INTERSECTION ELEVATION DETAILS CONTRACT PROJECT �40NAL �r-��'�� CHECKED: YK CHECKED: MK CARMEL 06-10 �NIOIg1111„�" 4 O O O O O O O LO O O O r BEGIN PROJECT 109+00 STA. 108+50.00"P R—A" = R2-1'45" • \ STA. 108+50.21 "A" 11 .92' LT. (24 x30 ) ,..,.,:.,,.._ , \� .:, .. . . ...... 1,111. v; , � .� •�' 111,1. .,.. :: ,,•1,111._ .>: , .. ,, ,. _.. , � ,.• 1,111,, ,,...,,,,,..:,,,,,,,.,..,,,,,.,., �..:,,,, LQ 11,,1,1 ,,1111 , J 1111... ,,, •_ 31 1 St $T . LQ, 1111.:. � , .. ,,. • . . . : � , 1111 1111 �� ...,....: , ......,,...,,..,,,....,..,.,,.,, .., „ 1111. ., ,: " \ , .,111;1 •,.,,� :., ,,;.,,.,.,:,,. ,.: �.:..; : ...�.�,. , .. :. .. ,.: 1111 •, ............ ..... .,,., :: 1,111,. :: 1111 ,1111..,.. _ 1111. . .. ,,,.. ,.. �., ...... ....,... .. ,.. .. 11,1,,1.,. .,.. ,1111 ;. „.. „. _ ,.. , ..., ... 1111... ,.. .. ...,._.., ...,.,. . <° Q O • LEGEND L � r 45 r\ Relocate Existing Street Name Signs & Supports O 109+00 109 95 ®1 Line. Thermoplastic, Solid, White, 4 IN. R2- 1'45" Ex. "Street Name Signs" Transverse Markings. Thermoplastic, Crosswalk L ine. 6 IN. (24"x30") ® Transverse Markings, Thermoplastic, Stop L ine, 24 IN. t- Pavement Message Markings. Thermoplastic, Lane Indication Arrow (Left or Right) 09(6q Pavement Message Markings. Thermoplastic, Word (ONLY) (On Asphalt Pvm't.) T New Sheet Sign on New Support O o O O O U4 O J O O + �Q + + + O `� W O UD '— 0C z r LQJ N N Z ' . RI-I (j Q_ O 30"x30") Q !30'x30") z 45 ti "'� R6-3 "'� R6-3 120+ 70 M. (24"x18") Q + (24"x18 7) R2- 1'45" 110+08"PR-A" _ 117+13 0 (24"x30") Q 118+20 Q Ex. "Street Name Signs" W W ... O ,.,,,.,. � � Z � Z O t � 131st ST. � LO z N LINE LINE "A oc ., , ,,.,.....,,, ,,,„.................,,,...,.....,.,,,,.,,,,,,,. ,.,,,,., ,,,,, _.. ,,111,1,,,.,..:: ..,.,,....,,,,,,,,.. , ,,..,....,,,.,.,,,.,...,, , , r ., ,. , ,,..,,.,.,........,,...,..,,,.,..... ...... . .......,,,,,,,...,.,..,,.., ,,,......,,,,.,.,.,,,,,., ,.,,,,,, ... .,... .,,,,,.., 1111 W — W z LINE „A „ � � s 1111, ,,,,,, ...,�___,,_ .,.„ ,,..,,,. . ...:.....,,.,,,..,,,,,,., ,111,,1. ,1,,,1,11 , ,..._._ .....,.,,.,..,._..,.,.,...,.,,,,,,, „,.. ._„_,....,.,,,..Lk J L W z Z �' ,? W V ..:......... ,1111. .,, : .., 1111., _1111._. ..... ... .. ..... _._........., 1111 . .. .,.......,.,.. .. :: ... .... ., ... ......,. s � I� „ .. .11-11.. „ __... ,1111. _ J_L 1 ._ _1111.. . ..::.. ...,... . 1111.. .,1111... 1111. ............. .. ......:..., ., P.T. 112 69.93"PR-A" Bock = P.O.T. 112+69.93"A" Aheod O 116+65 O y o Ex. "Street Name Signs” _ �6 ' Q, q • ro . W R1-I - Lam 30 x30 ) J , ' RI I 30x3019 45 Zt W R6-3"x 18 r` o ro o W . R6 " " 120+,70„ \7 o p Q l24 x18 ) R2-145 b a 110+85"PR-A 0 117+ 73 (24"x30") W cD Cr M ALL CALL OUTS DESCRIBED FROM LINE "A '; 0) UNLESS OTHERWISE SHOWN. CA �N, HORIZONTAL SCALE BRIDGE FILE z 5 �, � RECOMMENDED fir '� I N I T CITY OF CARMEL VERTICAL Irl �. FOR APPROVAL 04-14-08 1” =- 50' �•'�`' •'•:. DESIGN ENGINEER DATE SCALE DESIGNATION NONE K19300177 fD t STATE OF DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS -7 �o�;••••./ i��,t:.••'��`� PAVEMENT MARKING & SIGNAGE 22 of 78 �JSIONAL �• CHECKED: MK CHECKED: MK 131 st STREET CONTRACT PROJECT aA�"umn,nnn�� CARMEL 06-10 C) C) C) C) C) C) C) C) LO C) LO C) C\1 CO CY) qql- RI-I LQ (30"X30") R6-3 (24"x18") 135+50 Q 136+45 LW LW 4E x Ex. "Street Name Signs lV )flF ] ................. .......... ........... ........... .......... ......I .............. ......... .... ...... ................................. ..... .... ........ LO 131st ST. Ln LO W ------- ----- Lfli L INE ##A ## + Ln LW WW V—V co O C\I Ln 4'N _j LEGE Relocate Existing Street Name Signs & Supports RI-I L ine, Thermoplastic. Solid. White, 4 IN. (30"X30") L ine. Thermoplastic, Solid, Yellow, 4 IN. LLJ Q) Q- (R6-3 247XI87Z ) Transverse Markings. Thermoplastic, Crosswalk L ine, 6 IN. oc J136+00 Transverse Markings. Thermoplastic, Stop Line. 24 IN. Pavement Message Markings. Thermoplastic. Lane Indication Arrow (Left or Right) U-j � 0 6q Pavement Message Markings. Thermoplastic, Word (ONLY) (On Asphalt Pvm**t.) 77 New Sheet Sign on New Support C) C) C) C) C) U") O U-4 11- U") If If 1 ;rt I II II END PROJECT STA. 147+00.00"All ►r F --- ------------------ _F_ -------------- --------------- _.-000, --------------- lo� LLJ �J4 LLJ LO ;�z Z 1315t S T. LINE "A T U1 L ----------- z tD Lk L01 NNI ko z LO ko 0i ----------- IL In ------ ----------------------------------------- - •N . k 1::Z� 11� 143+00 S lz� N 142+45 R6- I(R) 15t Ex. "Street Nome Signs" (36"x12 p 41 U o RI-I 0"(3x (30"X3011) R3-2 (24"x24 R6-30 i i I I i i II If (24 7X18 4, LQ Zj 143+23 146+49 Q� za- 145+57 (D Ex. "Street Nome Signs" CL Cr M a) LO RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 7n FOR APPROVAL 41v� 61, 04-14-08 P =- 50' CITY OF CARMEL 1A DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION PE19300177 NONE STATE OF DESIGNED: JAL DRAWN: MP SURVEY BOOK SHEETS '°o,�fS•�!V�IAt : �� PAVEMENT MARKING & SIGNAGE 2-3 of 7-8 it N CHECKED: MK CHECKED: MK 131 st STREET CONTRACT PROJECT CARMEL 06-10 ----I CD C) C) C) C) BEGIN PROJECT (D + + STA. 108+50.00"PR-A" + C> Lo STA. 108+50.21 "A", 11 .92' LT. C) C) C) '77 O CQ L .... ...................... ............ ......... A rim ........... .................. LLJ ............. . ...... N ........... .. A ................. .......... .... ... .. ♦ LLJ . ... ......v.. ........... I3Isf ....... .... ...... c • L INE • ........... ....... .... ........... ................ ................ s, Q) NOTES.- 1. PRIOR TO ANY LAND DISTURBING ACTIVITIES. INSTALL DOWNSTREAM SEDIMENT CONTROL MEASURES. s 2. EXISTING CONTOURS ARE SHOWN AT I FT. INTERVALS. 3. MAINTAIN EXISTING VEGETATION BEYOND CONSTRUCTION LIMITS. 4. FOR EXACT LOCATIONS AND LIMITS OF EROSION AND SEDIMENT CONTROL MEASURES, SEE EROSION & SEDIMENT CONTROL TABLE. 5. SEE NEXT SHEET FOR MONITORING OF EROSION CONTROL MEASURES. C) C) C) C) LLJ C) CD C) *z + + + + 5 C) v, L0 J Lo Lo u-j Q M M Z C14 O 41 . .......... UP co W pp • s L UJI, rn L —J-1 CE .......... .......... ................. Lv. ............ ----------- ........... ........... ......... ...... ........ . W cp c A L INE, cn ME #1PR 4`ll Lu ......... .... INE "A ........- . • ........... . ...... LIJ ................. Z n� .........I �4 77!7 77 Z z ............ uj 40, ——— .... ......... ... ————————— .. ............. ...... + pow s s P.T. 112 69.93"PR-A Bock P.O.T. 112+69.93"A" Aheod c U , 8 I � L-J t c LEGEND IJLJ Z ;s Q:1 @ CONSTRUCTION ENTRANCE STOCKPILE AREA I @ CONTRACTOR'S YARD (STAGING/FUELING/EQUIPMENT) TS TEMPORARY SEEDING o LQ TEMPORARY CHECK DAM, REVETMENT RIPRAP TEMPORARY SILT FENCE LLJ Q Q CD Q: V) [] CP TEMPORARY CURB INLET PROTECTION ------ CONSTRUCTION LIMITS a- LQ Z) cr TEMPORARY DITCH INLET PROTECTION %< m CA r-w- HORIZONTAL SCALE BRIDGE FILE vES CD A, 10- RECOMMENDED -Y%'/ a, zne� 04-14-08 m �* TORO DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION NO, v NONE PE19300177 I SURVEY BOOK SHEETS p CD STATE OF DESIGNED: MDR DRAWN: MDR 2.4 of 78 (D EROSON CONTROL DETAILS CONTRACT PROJECT 132nd STREET �S�ONIIL CHECKED: JAL CHECKED: JAL CARMEL 06-10 C) C) C) C) C) C) C) C) + + + 5 + L0 C) L0 C) _�J N (y) (y) QZI qql- T T r N q r� zt LQ cc Q) J ..... __..._. .....,., : C',.... ... , , 11 "I , 1 r____► ". 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I 'I,' 1�� + I ,+ 11, '5 � ""' _111 - 1� �, I ��6', + 11 "I - ,� ... %, . � . , 11, �%___ , I .. 11 I , izll� �.1 , � � 8 . . 11__.._,._,_I—I'll1.I—..... I � I.. :, � � 1, , I I � , 1, ..% �� 11 � I � � I , I " � � _! I .�, Iq "I \ � I + 1 I 11 I 11".1,11111.1.1 . N : I z � _11�11...� " I, I , , "I I MAINTENANCE AND MONITORING.- Sediment shall be removed from check dams and other erosion control measures periodically so that those measures function as intended. :, 11 11 .."C\ . , ...:1 11 I - 11 , � ,. , U ,\� , �� . � I � .. "I I �� ... During construction, all storm water quality measures shall be maintained in working order. Where INDOT Specifications do not specify standards of maintenance. � " 1'� �,��v 1. I �. � �. � � �; Y�� I ,.7 �A e! � 11 1�1 � \1 � the Contractor shall follow the appropriate specifications in the Indiana Handbook for Erosion Control in Developing Areas � � �., , �,\,-.w- - '31 . - - .. I � \ \ - 1� I � \41 ��11 �Irlo'1111 �, �, : I � ,\ " � The Contractor shall implement a monitoring program whereby a trained individual shall perform a written evaluation of the project site at a minimum of once a week I, I�� 1�\�\'. " \\. "t, " \ , �-, I , L �I. or by the end of the next business day following each measurable storm event. , - 0 , 1�1 , \ � ", - Nl - I I , Ir %, \ \ , I I %, �, " , �,�: I" x - ','\ ,�, V- 1::� ,�\ L ".. A trained individual is someone with experience in the principles of storm water quality, including erosion and sediment control. The individual must demonstrate by state registration. � I -�.:, 1'\ 1�.� I . ... I I. , , \ I I ,��,, �,,, �, \ \ � I �\ ,� , ,\ �\ �, :.:��z I `\ \ professional certification. experience, or completion of coursework that they are able to make judgements regarding storm water control or treatment and monitoring. 11 �, ,��153 \�:� '\ , � \,. - , 1\�,\ 11 . 1� _.. 's \ 1. r,eo 1� 1. '�,: I . \ - I �'� I\ : ."".. , . I ,�., - ,� 1\ .11 ,�,, \X A measurable storm event is a precipitation event that results in a total measured precipitation accumulation equal to or greater than 112 Inch of rainfall. "" I \ I I ... �� & , , ,� <) �,\ \ 1�\' �`` �j. 1 \ I I \ � A , \ ,� 1� \1 <\ �, I \ 1'\ �:�::: , 1 � , , \ �\ The evaluation must address the maintenance of existing storm water quality measures to ensure they ore functioning properly and identify additional measures necessary to \ ;::� I \, , \111� I ,1 � � " remain in compliance with a// applicable statues and rules. Written reports must include the name of the individual performing the evaluation. the dote of the evaluation. \ , ,� 1\ -� Vk - I \� 11'1� I I � \1 I � problems Identified at the project site and details of corrective actions recommended and completed. z \\ '\�% , �,;,�� " I " � \,�, �� I z \\� ", .1 \1. I � , ,I �\� :1, I � � � � :I I �, 1�1 �'i �, I � All evaluation reports for the project site must be made available to inspecting authorities within 48 hours of a request. \ I ��., 1\\1 �,\� :" � , \ �.. � " I � �� ,�� I I I .1 , , .1 I . :.Ie' i" \ , I I I �,,, � � , � z� , , � � I , C) CD (D I 1 , �1' \ 1'1,�1,111 , CD C) C) C) LO C) qql- qql- LO , I T� qr� qT� END PROJECT I I I - STA. 147+00.00"All I I I �, I " " \\ \ �. ..".. I ..._ ,, � , � 11 \, � , \"t " I \ I , , , , . _ /.1 � ", � 1 I... ,_1 .11 . I , :",_ . _.-11111,.-,..,. .. 111....1 .1.�.............I— -1.I— l - ' . .. .. "I N _ k6 .., "I, - " ,1.111.11-1- ...-�- ".1 11-I'll,I'll -__",-_11-I.".--'.-I'll 111.-, 111 ... '., 1, -""._."" ,., "., I'll.."+ . � .11 1.11,'111.11-`�,�_,Z,,�",-_.-___I'll 11-- ., ��,�'�,,�.:"�''.'.'.'. I...- " """__, �"I.\, -_ - - ,�, "I _ ""...............1 , , --- , _ 11_1 V,..._." � - ... " , - L,o_'�','� , _ ._ -1-1111 11.......... , , . " -, I ... ....1-11, .,1_11 I'll"..." , e 0 -....... 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SHEETS * " "" 'I" , I 11 -1 I , I - ' , =====,=�1 1�1171,�_1 '11 -1 - "I I'-- I I 11\ 1, ", - , , , "I "I i - I � Iz—J � " � �;7 1 � � 1�r @��, , 11 �1� I I I I �1_11,',I : - - i I (r%1 q+* /, � , " , - 1-11,11 �'�" — r" T -1 -_- 11 I � � E "' ,, --' I -, I, - , I I Y' I "I I 1�_ I I "I , I " (T) 1-0- *6 STATE OF / DESIGNED: MDR DRAWN: MDR — -111 40, **%A.W.Ih*,--` EROSON CONTROL DETAILS . 25 1 of 1 78 5 Or. B ... I el " 1*11" 133rd STREET CONTRACT - 00 40NAL CHECKED: JAL CHECKED: JAL . . "1111" P1 I 11 . CA RMEL 06-10 _1X __,JL_____ I _____ C) C) C) C) C) C) + + + LO C) I C) C) T C) qT� T .r� % 11ZE IT. I Incidental Construction for Storm Sewer Installation --------I- � * � C1 Uj � LO I I z * Q) � � � k: Q,I:� HAMILTON COUNTY BOARD OF i� CS � COMMISSIONERS _j , zt U INST. *2003- 00025256 W 1 � , I � I 0: I I I I C�� -1 � k: I I � � � z I ;n Q_ I BEGIN PROJECT M � � � � � fV _-j I., � = U.J � � � � STA. 108+50 TR-A � � � � � � � 11 11 Q � � 1� , I , - I : *1 '� illl y , � �,, STA. 108+50-21 "A", 11 .92' LT. '1� 1\ z I R 11 ��, � (n � :. \ 1� , � , k � 1\ A", .......11 1.11 11,1 -,1 I'll , , ,. I ., �� . 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DESIGNATION � ... . #� 41 04-14-08 CITY OF CARMEL VERTICAL SCALE "I b - I �.1- * r ! � - E 38,140.4900 ,� I .p :3 _5�. Line "A" I/P % \ � V DESIGN ENGINEER DATE 11 P - 5' 1 . M 5' : I : I -.1.1.11 �'�� I...1.11 131st ��t- __ : PE193DO177 ' a SHEETS 11 0 . : SURVEY BOOK * I : � - k� , . . A (a 0,,� C \%J0 .00\ STATE OF I DESIGNED: JAL DRAWN: MP . 2-6 1 of 1 7-8 5' Sign �: F Stop 6 . SANITARY SEWER PLANS - (D X� , I / jo, I I F, I , ," "' ...... , , I I I I \ nl.wt n*� " I � I '�' " I \ ,\ ", , X\11 i\m" I - 1\� - - I- 7- 11,11-1 7 i lo� ,, .,,. Sign 'oe *%-AQ,1h*--* CONTRACT ., CD ,.10 a el " *1*1" 13 1 st STREET - . - 06-10 =!. 4) NAL CHECKED: HJP CHECKED:- HVP 11 I CARMEL =1 i%__ 1"11" (01 P.O.T. 10+00.00"An I . . --3.1 1 HARRISON MONUMENT FOUND M! _._____ LOW PRESSURE SEWER L INE ELBOW EXISTING MANHOLE SS STRAP 24" OC ;. GRAVITY SEWER ELBOW ,. ,. TYPICAL DROP CONNECTION LPSS IN EXISTING M NH LE A LATERAL ASSEMBLY A BY OTHERS M IN PLUG M f : MEE 69 MME m 6g PLAN VIEW BELOW MINIMUM FROST DEPTH THRUST N BLOCK (PER ENGINEER) SADDLE TAP r� // // LPSS MAIN TO GRINDER PUMP W -- VIEW A AND HOUSE W GA TE ? VAL VE INSULATION Z MAY BE NEEDED W (PER ENGINEER) o O t� o O 0 00 ° O o ° o° e o O .;...:..';c..: o O ° O O ° o o o °. ° °00 O o Oe ° 4 (1. 0000 ',• . •• •. ,. •• ° ° o • o 0 o o°° °e GRAVEL BEDDING °° 00000 ° o ' °° ° o �o BY OTHERS THRUST °® o 45° ELBOW `ryE BLOCK 2" DIA. LPSS MA IN (PER ENGINEER) �? b PLC CORPORATION STOP q a PEA GRAVEL y� OR PEA GRAVEL CRUSHED STONE OR CRUSHED STONE SIDE VIEW TYPICAL LATERAL INSTALLATION ° FLUSHING CONNECTION ON END OF LPSS MAIN z s n L) D nuunuubbb ,avES• A, (O`y RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 3 ' '�. �Y f� FOR APPROVAL �' 04-14-08 1" = 20' .;' DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION PE 19300177 11 NONE e i °•c�, a DRAWN: MP SHEETS •o' STATE OF • a DESIGNED: JAL ,'°o•'' •.�!v u�t:••�'��. SANITARY SEWER DETAILS SURVEY BOOK H .!?... 2-7 of 7$ ss✓ONAI �'��►`a CHECKED: HJP CHECKED: HJP 131 ST STREET CONTRACT PROJECT �b11/IIIUNIIN`� CA RMEL 06-10 T E P Y EROSION AND SEDIMENT CONTROL LOCATION w INLET PROTECTION CHECK DAM EMBANKMENT PROTECTION CD o Y Lz W W z z j LOCATION z z J INLET PROTECTION CHECK DAM EMBANKMENT PROTECTION _ Z U Z w = w O w ►- �- STATION ,wy, o o U ¢ w REVETMENT a z INTERCEPTOR SPLASH �_ ¢ �n o = o Y w z z z w w w Um v o � m RIPRAP � � DITCH PAD, ° � om a , z �- J ozz '� m = � w wz SPLASH wm w _z w > � cry o w w w Of w ¢ _ U ¢ J REVETMENT a - INTERCEPTOR ¢ c/1) O RIPRAP cry cn STATION w o CD w Uo m _J � o m RIPRAP ° of DITCH PAD, o � `f' V) ° RIPRAP N w TONS SYS LFT EACH EACH LFT TONS LFT LFT TONS TONS EACH CYS TONS SYS LFT EACH EACH LFT TONS LFT LFT TONS TONS EACH CYS LINE "PR-A" LINE "A" Cont. 107+50.0 X 100 1 141 +30.0 X 07+89.0 X 225 141 +30.0 X 1 07+98.6 X 1 141 +75.8 X 1 1 07+98.8 X 1 142+40.0 X 08+50.0 X 1 142+40.0 X 1 08+50.0 X 1 142+87.4 X 1 1 09+80.7 X 1 143+00.0 X 257 109+80.0 X I 1 143+ 15.0 X 1 09+80.0 X 1 143+41 .0 X 1 110+23.3 X 1 145+92.1 X 1 110+93.1 X 1 146+40.4 X 1 111 +00.0 X 316 111 +50.0 X 146+95.0 X 1 1 1 1 111 +50.0 X 46+95.0 X 1 112+20.0 X 1 112+20.0 X 1 112+20.2 X 1 LINE "A' 113+ 15.0 X 1 113+ 17.2 X 1 113+20.0 X 1 113+20.0 X 1 115+36.0 X 1 116+50.0 X 1 116+60.0 X 1 116+60.0 X 1 116+75.0 X 1 117+86.0 X 612 119+50.0 X 1 119+50.0 X 1 120+00.0 X 250 120+50.1 X I I 1 120+50.1 X 1 121 +25.0 X 1 121 +25.0 X 1 121 +34.0 X 1 121 +34.0 X 1 02 121 +60.0 X 0.2 123+97.4 X 266 126+00.0 X 1 1 126+00.0 X 1 127+20.0 X 1 127+02.0 X 1 1 127+75.0 X 0 2 N 127+98. 1 X 1 .�,.� 127+98.1 X 1 1 �� 128+00.0 X 112 Q w 129+23.8 X 211 z 129+40.0 X 1 z 129+40.0 X 1 ft w 131 +20.0 X 0.2 I~ 131 +60.0 X 1 w ;O� 131 +60.0 X 1 1 o h 133+80.0 X 167 U Q a 136+21 .0 X 451 N e 137+40.0 X 1 Q' q 137+40.0 X 1 138+75.0 X 2 139+50.0 X ro 139+50.0 X 1 140+55.1 X 1 140+55.1 X 1 o 140+92.0 X 1 a 140+92.0 X 1 141 +25.0 X 1 r Subtotal: 2.710 20 0.8 TOTALS: USE: 2,967 21 0.8 2,967 1 1 "'"pOYN"""'mi► A, RECOMMENDED HORIZONTAL SCALE BRIDGE FILE asy�► f FOR APPROVAL 04-14-08 CITY OF CARMEL NONE DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION K193M177 e NONE f M STATE OF :' DESIGNED: MDR DRAWN: MDR SURVEY BOOK SH T,�•'••••�.N.Q�AtM••';�'�. ROAD SUMMARY OF QUANTITIES SHEETS 28 of 78 I SVONK �' CHECKED: JA L CHECKED: JAL TEMPORARY EROSION AND SEDIMENT CONTROL CONTRACT PROJECT CA RMEL 06-10 SHEET SIGN & POST SUMMARY IN POST ENCAPSULATED LENS ENCLOSED LENS PLAN SIGN SIGN SIGN SIZE METAL AND THICKNESS METAL AND THICKNESS 2 in X 2 in - 12 Ga. 2.25 in X 2.25 in - 12 Ga. 2.5 in. x 2.5 in. - 12 Go. SHEET LOCATION COMMENTS CODE SIGN AREA (SFT.) SIGN AREA (SFT.) NO. / LINE (STA.) UNREINFORCED REINFORCED REINFORCED UNREINFORCED POST LENGTH FT. POST LENGTH FT. POST LENGTH FT. POST LENGTH FT. in x in 0.080 0.100 0.125 0.080 0.100 0.125 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL " PR-A' 109+00 LT R2- 1"45" 24x30 5.00 10.0 10.0 "PR-A' 109+00 RT R2- 1"45" 24x30 5.00 10.0 10.0 " PR-A' 109+95 RT Ex Street Name Signs (131ST ST./ ABERDEEN BEND) " PR-A' 110+08 LT R1 - 1 3Ox30 6.25 11 .7 11 .7 R6-3 2418 3.00 " PR-A' 110+85 RT R1 - 1 3Ox30 6.25 11 .7 11 .7 R6-3 2408 3.00 "A" 116+65 RT Ex Street Name Signs (131ST ST./ TUSCANY BLVD.) 117+ 13 LT R11 - 1 3Ox30 6.25 11 .7 11 .7 R6-3 2408 3.00 117+73 RT R1 - 1 30x30 6.25 11 .7 11 .7 R6-3 2408 3.00 118+20 LT Ex Street Name Signs (131ST ST./ LINCOLNSHIRE BLVD.) "A$ 120+70 LT R2- 1 1145" 24x30 5.00 10.0 10.0 "A" 120+70 RT R2- 1"45' 2430 5.00 10.0 10.0 "A" 135+50 LT R 1 - 1 3Ox30 6.25 11 .7 11 .7 R6-3 2408 3.00 "A" 136+00 RT R1 - 1 30x30 6.25 11 .7 11 .7 R6-3 2408 3.00 "A$ 136+45 LT Ex Street Name Signs (LORENZO BLVD. / FEATHERBELL BLVD.) "A" 142+45 RT Ex Street Name Signs (MOULTRIE ST.) 143+00 RT R6- 1 (R) 3602 3.00 10.5 143+23 RT R1 - 1 30x30 6.25 12.7 12.7 R3-2 2424 4.00 145+57 RT Ex Street Name Signs (PETTIGRU DR.) 146+49 RT R 1 - 1 30x30 6.25 11 .7 11 .7 U) R6-3o 2408 3.00 - W W Z z W Poo o � +N ' ti rat q � g CD a Prior Sheet Totals: � Project Totals: 95.00 3.00 134.6 M USE: 95.0 3.0 134.6 CID BEHR ,ya HORIZONTAL SCALE BRIDGE FILE RECOMMENDED �, p4-14-08 NONE t��'S A� �Of' FOR APPROVAL � ., ► r ..,.� CITY OF CARMEL DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION � _ K19300177 € NONE CD :'� DESIGNED: MDR DRAWN: MDR CD �•; SURVEY BOOK SHEETS � �. �°o�,••..,i, lk�,�;..�•�c�, SIGN SUMMARY TABLE 29 of 78 ONA. �• CHECKED: JAL CHECKED: JAL 131 st STREET CONTRACT PROJECT p►��H�� CA RMEL 06-10 MISCELLANEOUS TABLES PIPE, END SECTION, REMOVE FENCE, SPLIT RAIL, RESET CURB AND GUTTER, REMOVE TREE, 6 IN., REMOVE Station To Station LFT From Station To Station LFT Station Lt. Rt. Each Station Lt. or Rt. QTY Line A Line A Line A Line A 126+54.8 Rt. 31 109+76.9 Lt. (Arc) 82.7 130+84.6 Rt. 1 108+03.1* Lt. 1 126+54.8 Rt. 127+23.7 Rt. 69 109+82.0 Rt. (Arc) 84.2 130+97.2 Rt, 1 115+34.0 Rt. 1 127+50.5 Rt. 128+59.2 Rt. 109 110+61.8 Lt. 110+76.0 Lt. 70.1 130+97.3 Rt. 1 115+34.7 Rt. 1 128+59.2 Rt. 26 (Arc) 111 +26.9 Rt. 84.2 131 +05.4 Rt. 1 121 +34.0 Rt. 1 TOTAL: 235 (Arc) 111 +45.9 Lt. 82.7 132+10.6 Rt. 1 121 +34.3 Rt. 1 111 +45.9 Lt. 112+96.2 Lt. 150.3 132+45.6 Rt. 1 127+49.0 Lt. 1 116+59.5 Rt. (Arc) 98.3 132+55.9 Rt. 1 131 +22.4 Rt 1 FENCE, FARM FIELD, REMOVE 116+77.4 Lt. (Arc) 92.7 132+79.4 Rt, 1 131 +46.8 Rt 1 (Arc) 118+10.4 Rt. 97.5 TOTAL: 8 145+52.0 Lt. 1 Station To Station LFT (Arc) 118+20.9 Lt. 92.0 145+72.0 Lt. 1 Line A 135+04.3 Rt. (Arc) 75.1 TOTAL: 1 10 124+49.0 Lt. 37.0 135+24.0 Lt. (Arc) 94.7 * To be removed as part of this Project only 124+49.6 Lt. 125+83.7 Lt. 150.0 135+77.4 Lt. 135+91.3 Lt. 101 .5 TREE, 10 IN., REMOVE if temporary pavement is placed on the west 145+76.8 Lt. 147+00.0 Lt. 123.3 (Arc) 136+31.0 Rt. 74.0 Station Lt. Rt. Each end of the Project to tie into existing pavemnt. TOTAL: 310.3 (Arc) 136+50.8 Lt. 99.5 Line A USE: 311 142+50.9 Rt. (Arc) 69.3 124+25.1 Lt. 1 (Arc) 143+55.5 Rt, 65.7 126+54.8 Rt. 1 143+55.5 Rt. 144+02.8 Rt, 45.6 126+67.4 Rt. 1 SIGN AND SUPPORTS, CHANNEL POSTS, 144+51.3 Rt. 145+49.1 Rt. 97.9 TOTAL: 3 145+49.1 Rt. (Arc) 78.0 REMOVE Arc 147+00.0 Rt, 72.7 Station Offset Lt. or Rt. EACH TOTAL: 1808.7 Line A USE: 1809 THE518 IN., REMOVE 110+19.9 63.0 Lt 1 Station Lt. Rt. Each 110+86.2 49.4 Rt 1 Line A 110+99.0 37.4 Rt 1 SIDEWALK CONCRETE REMOVE 123+13,6 Lt. 1 116+68.4 62.1 Rt 1 9 133+55.0 Lt. 1 116+98.6 43.1 Rt 1 From Station To Station SYS 133+59.6 Rt. 1 117+18.5 53.2 Lt 1 Line A 136+35.4 Rt. 1 117+71.3 43.3 Rt 1 109+83.8 Rt. (Arc) 48.5 136+50.2 Rt. 1 117+80.6 52.9 Lt 1 (Arc) 111 +24.5 Rt. 53.9 136+77.8 Rt. 1 119+84.7 20.5 Lt 1 (Arc) 111 +30.1 Lt. 49.6 136+88.1 Rt, 1 120+23.2 18.5 Rt 1 116+85.3 Lt. (Arc) 603 140+74.7 Lt. 1 131 +82.1 52.3 Lt 1 116+85.3 Rt. (Arc) 29.7 TOTAL: 8 135+59.1 54.9 Lt 1 (Arc) 117+87.4 Rt. 30.6 136+14.0 52.9 Lt 1 (Arc) 117+99.2 Lt. 31.2 136+48.5 67.1 Lt 1 135+27.7 Rt. (Arc) 14.5 TREE 30 IN. REMOVE 146+52.8 56.1 Rt 1 135+42.2 Lt. (Arc) 37.2 148+06.7 36.6 Rt 1 136+05.7 Rt. 136+10.7 Rt, 14.4 Station Lt./Rt. Each TOTAL: 16 (Arc) 136+30.2 Lt. 37.2 Line A 142+76.2 Rt. 142+81.2 Rt. 17.5 124+45.9 Lt. 1 143+21.2 Rt. 143+26.2 Rt. 13.5 138+51 .6 Rt. 1 PIPE, REMOVE TOTAL: 438.5 TOTAL: 2 USE: 439 Station To Station LFT � Line A N 108+03.1 Lt. * 9.0 TREE, 48 IN., REMOVE 112+20.0 Lt. 38.6 INLET, REMOVE station Lt. Rt. Each --- W W 115+34.2 Rt, 17.0 Station Offset Lt. or Rt. EACH Line A Z z 122+22.8 Lt. 1 120+89.2 Lt. 4.0 Line A W 121 +05.2 Lt. 121 +19.5 Lt. 15.0 112+20.6 33.6 Lt 1 123+67.6 Lt. 1 i� 121 +32.8 Lt. 40.0 116+75.0 33.7 Lt 1 TOTAL: 2 y? 121 +33.5 Rt. 17.0 140+92.0 13.0 1 Lt 1 127+25.6 Rt, 127+48.5 Rt. 23.0 TOTAL: 3 127+60.3 Lt. 39.0 "� '� �' 127+69.3 Rt. 17.0 o� q 129+00.5 Rt. 129+30.3 Rt. 30.0 131 +22.4 Rt. 131 +46.8 Rt. 25.0 c rJ 138+75.0 Rt. 140+92.0 Rt. 217.0 140+92.0 Lt. 15.0 0 °a 140+95.8 Lt. 10.0 `M 145+52.0 Lt. 145+72.0 Lt. 21.0 4 TOTAL: 537.6 Q. USE: 538 < * To be removed as part of this Project only if tM temporary pavement is placed on the west end of the Project to tie into existing ovemnt. :3 vu ua HORIZONTAL SCALE BRIDGE FILE 71 ,wES A. �Ot�' RECOMMENDED FOR APPROVAL �' 04-14-08 NONE .; ' ` •�'•:� DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE DESIGNATION is . ND. s PE19300177 NONE e _\19"ejSUTE OF DESIGNED: MDR DRAWN: MDR� SURVEY BOOK SHEETS ••••�hQIA!•g:••�'�'�► MISCELLANEOUS TABLE .30 of 7$ NK E CHECKED: JAL CHECKED: JAL 131 st STREET CONTRACT PROJECT nNinmmxnn.ar' CARMEL 06-10 MISCELLANEOUS TABLES D G NURSERY & TOP SOIL MONUMENT, B COMBINED CURB AND GUTTER, TYPE II COMBINED CURB AND GUTTER, TYPE III DECORATIVE COLORED/ SODDING, PATTERNED CONCRETE From Sto. To Sto. Lt. or Rt. SFT SYS Line Stotion Lt. or Rt. Each From Stotion To Stotion LFT • Line "A" "PR-A" 108+50.00 CL 1 From Stotion To Stotion LFT Line From Sto. To Sta. SYS "A" 147+00.00 CL 1 108+50.0 Lt. "PR-A" 109+72.0 Lt. "PR-A" 122.0 108+50.0 Lt. "PR-A" 110+00.0 Lt. 150 "A" 108+50.3 109+95.3 32.2 108+40.4 110+20.6 RT 2,284 254 TOTAL: 2 108+50.0 Rt. 109+85.1 Rt, 135.1 108+50.0 Lt. 110+00.0 Lt. 15 111 +14.9 112+95.8 50.1 108+44.0 110+25.9 LT 1 ,850 206 109+72.0 Lt. ARC 87.0 110+52.9 Lt. ST. AP 84 115+09.3 116+90.0 50.1 108+51 .7 109+97.8 LT 829 92 117+95.0 119+76.2 50.4 109+81 .8 110+22.9 RT 130 14 109+85.1 Rt. ARC 85.0 111 +10.0 Rt. 112+60.0 Rt. 1 1 ARC 111 +28.6 Rt. 85.0 111 +10.0 Rt. 112+60.0 Rt. 15 33+42.3 135+23.0 50.1 110+12.0 110+32.0 RT 273 30 ARC 111 +44.3 Lt. 87.0 112+60.0 Rt. "PR-A" 113+60.0 Lt. "A 100 136+40.0 138+21.2 50.4 110+77.0 110+99.8 RT 283 31 MONUMENT, SECTION CO RNER 111 +28.6 Rt. 112+60.0 Rt. 131 .4 112+60.0 Rt. "PR-A" 113+60.0 Rt. "A" 100 146+56.0 147+00.0 9.8 110+86.0 111 +26.5 RT 152 17 Line Stotion Lt. or Rt. Eoch 111 +44.3 Lt. 112+60.0 Lt. 115.7 113+60.0 Lt. "A" 114+45.0 Lt. "A 85 TOTAL: 293.1 110+92.9 116+84.3 RT 5,045 561 113+60.0 Rt. 114+45.0 Rt. 85 110+95.9 111 +30,1 LT 477 53 "A" 126+54.51 Cl 1 112+60.0 Lt. "PR-A" 113+60.0 Lt. "A" 100.0 USE: 294 1 112+60.0 Rt. "PR-A" 113+60.0 Rt. "A" 100.0 114+45.0 Lt. 115+45.0 Lt. 100 111 +03.9 113+51.0 LT 1 ,697 189 TOTAL: 113+60.0 Lt. "A" 115+45.0 Lt. "A" 185.0 114+45.0 Rt. 115+45.0 Rt. 100 111 +21 .3 117+02.4 LT 5,640 627 1 113+60.0 Rt, 114+45.0 Rt. 85.0 115+45.0 Lt. 116+95.0 Lt. 50 112+95.7 115+09.3 MED 2,837 315 114+45.0 Rt. 115+45.0 Rt. 100.0 115+45.0 Lt. 116+95.0 Lt. 150 8 CONDUIT, PVC, 4 IN. 114+99.0 115+24.7 RT 76 HANDHOLE 115+45.0 Lt. 116+74.5 Lt. 129.5 117+90.0 Rt. 119+40.0 Rt. 150 From Sto. To Sto. Lt. or Rt. Length 115+30.7 117+01.6 RT 1 ,433 159 116+60.6 Rt. 115.6 117+90.0 Rt. 119+40.0 Rt. 150 Line "9" 116+68.5 117+12.1 LT 141 16 Line Station Lt. or Rt. Eoch 115+45.0 Rt. 67 "PR-A" 108+50.00 Lt. 1 116+60.6 Rt. ARC 85.0 119+40.0 Rt. 120+40.0 Lt. 10 108+50.0 147+00.0 Rt. 3850 116+78.0 117+10.6 RT 600 NUMBER OF CONDUITS: 2 116+91 .0 117+24.5 LT 549 61 111 +75.00 Lt. 1 116+74.5 Lt. ARC 81 .0 119+40.0 Rt. 120+40.0 Rt. 00 TOTAL: 7700 117+60.8 117+94.0 RT 610 6 g "A" 114+00.00 Lt. 1 ARC 118+10.9 Rt. 86.0 120+40.0 Lt. 132+78.0 Lt. ,238 117+69.9 121 +41 .4 RT 2,515 279 116+30.00 Lt. 1 ARC 118+24.4 Lt. 85.0 120+40.0 Rt. 132+78.0 Rt. 1 ,23 1 118+10.9 Rt. 119+40.0 Rt. 129.1 132+78.0 Lt. 133+78.0 Lt. 117+74.3 118+07.0 LT 528 59 100 120+00.00 Lt. 1 123+70.00 Lt. 1 118+24.4 Lt. 119+40.0 Lt. 115.6 132+78.0 Rt. 133+78.0 Lt. 00 117+84.3 118+36.0 LT 164 8 ISED PAVEMENT MARKERS (RPM 117+87.1 127+40.2 RT 6,719 747 127+00.00 Lt. 1 119+40.0 Lt. 120+40.0 Lt. 100.0 133+78.0 Lt. 135+28.0 Lt. 150 T 453 131 +00.00 Lt. 1 119+40.0 Rt. 127+05.8 Rt. 765.8 133+78.0 Lt. 135+28.0 Lt. 1 117+96.5 123+80.6 L 4,077 Line Stotion Lt. or Rt. Eoch 365 135+00.00 Lt. 1 120+40.0 Lt. 123+71.7 Lt. 331.7 135+77.4 Lt. ST. APPR 4 L e 119+76.2 133+42.3 MED 21 ,283 2, "PR-9 110+00.00 5.5' Lt. 2 144 138+00.00 Lt. 1 124+07.4 Lt. 132+78.0 Lt. 870.6 136+35.0 Rt. 137+85.0 Rt. 15 PR 121 +25,1 123+81 .7 LT 1 ,294 111 +10.00 5.5' Rt. 2 4 116 140+25.00 Lt. 1 127+78.2 Rt. 129+01 .8 Rt. 123.6 136+35.0 Rt. 137+85.0 Rt. 1 123+97.4 126+91 .6 LT 1 ,0 7 116+95.00 5.5' Lt. 2 1 13 143+75.00 Lt. 1 129+33.8 Rt. 131 +24.5 Rt. 190.7 137+85.0 Rt. 138+85.0 Lt. 10 A 123+98.4 135+48.5 LT 9,121 ,0 117+90.00 5.5' Rt. 2 58 147+00.00 Lt. 1 131 +56.5 Rt. 132+78.0 Rt. 121 .5 137+85.0 Rt. 138+85.0 Rt. 00 126+39.0 127+41.3 RT 524 135+28.00 5.5' Lt. 2 1 TOTAL: 13 132+78.0 Lt. 133+78.0 Lt. 100.0 138+85.0 Lt. 145+55.0 Lt. 67 127+52.5 128+09.0 LT 918 02 136+35.00 5.5' Rt. 2 1 6 132+78.0 Rt. 133+78.0 Rt, 100.0 138+85.0 Rt. 145+55.0 Rt. 670 127+55.1 129+11.8 RT 1 ,138 2 146+51.00 5.5' Rt. 2 99 133+78.0 Lt. 135+12.3 Lt. 134.3 145+55.0 Lt. ARC 6 127+56.2 129+10.7 RT 890 149 133+78.0 Rt. 135+04.3 Rt. 126.3 145+55.0 Rt. ARC 6 129+23.8 131 +34.5 RT 1,344 135 P CONCRETE F 135+04.3 Rt. ARC 75.0 146+51.0 Rt. 147+00.0 Rt. 4 129+24.9 131 +33.4 RT 1 ,214 CURB RAMP, , 1 135+12.3 Lt. ARC 101.0 146+51 .0 Rt. 147+00.0 Rt. 49 131 +46.5 135+29.2 RT 1 ,810 20 7,094 131 +47.6 135+25.4 RT 2,208 245 Station Lt. or Rt. SYS ARC 136+30.9 Rt. 70.0 TOTAL. 135+09.0 135+51 .4 LT 147 16 Line A ARC 136+57.1 Lt. 101 .0 135+ 19.0 135+45.3 RT 580 64 146+49.5 Rt. 25.6 136+30.9 Rt. 137+85.0 Rt. 154.1 TOTAL: 14 135+35.0 135+62.3 LT 655 73 TOTAL: 25.6 136+57.1 Lt. 137+85.0 Lt. 127.9 SIDEWALK, CONCRETE, 4 IN. 135+91 .2 136+16.0 RT 629 70 USE: 26 137+85.0 Lt. 138+85.0 Lt. 100.0 71 137+85.0 Rt. 138+85.0 Rt. 100.0 Stotion To Stotion SYS 136+07.1 136+34.0 LT 637 Line A ADJUST VALVE BOX TO GRADE 136+09.8 142+67.8 RT 3,868 430 138+85.0 Lt. 145+46.4 Lt. 661 .4 1 138+85.0 Rt. 140+45.0 Rt. 160.0 110+07.0 Rt. 110+27.9 Rt. 18.4 Line Station Lt. or Rt. Eoch 136+10.7 141 +81 .0 RT 3,433 381 140+45.0 Rt. 141 +45.0 Rt. 100.0 110+81.0 Rt. 111 +04.8 Rt. 20.3 108+89.56 29.3' Lt. 1 136+ 17.2 136+62.0 LT 190 2 CURB RAMP, CO NCRETE G 141 +45.0 Rt. 142+46.7 Rt. 101.7 110+98.9 Lt. 111 +35.0 Lt. 29.8 110+82.67 30.3' Lt. 1 136+20.9 145+55.3 LT 6,785 754 116+74.0 Rt, 117+05.6 Rt. 21.7 1 138+21 .2 145+55.0 MED 11 ,557 1 ,284 Stotion Lt. or Rt. SYS 142+46.7 Rt. ARC 65.0 111 +04.19 34.1 Lt. 116+84.0 Lt. 117+19.1 Lt. 35.5 111 +24.69 34.6 Lt. 1 139+75.0 145+56.4 LT 2,824 314 Line A (Arc) 143+55.7 Rt. 71 .0 115+53.82 63.3' Rt. 1 142+00.0 142+76.2 RT 233 2 6 109+91 .8 Lt. 14.7 143+55.7 Rt. 145+41.6 Rt. 185.9 117+65.9 Rt. 117+98.0 Rt. 21.9 43 110+14.6 Rt. 10.5 145+41.6 Rt. ARC 86.0 117+79.3 Lt. 118+12.0 Lt. 21. � N 116+84.58 62.2' Rt. 1 142+61 .0 142+86.7 RT 383 135+ 14.0 Rt. 135+34.2 Rt. 2 .2 143+15.7 143+41.0 RT 397 44 110+98.9 Rt. 11.7 145+78.4 Lt. 147+00.0 Lt. 121 .6 w 117+79.00 57.0 Rt. 1 135+30.0 Lt. 135+56.4 Lt. 27.2 w 1 143+26.2 144+00.0 RT 307 34 111 +27.3 Lt. 14.7 ARC 146+87.5 Rt. 79.0 z 117+88.00 59.0 Rt. 136+05.7 Rt. 136+21.0 Rt. 20.1 0 � 1 143+34.6 145+65.4 RT 1 ,298 144 116+78.3 Rt. 14.7 146+87.5 Rt. 147+00.0 Rt. 12.5 z 135+57.00 57.0 Lt. 7682.6 136+12.2 Lt. 136+39.0 Lt. 27.4 w 136+27.00 55.0' Lt. 1 144+00.0 145+91.6 RT 1 ,141 127 116+96.4 Lt. 13.4 TOTAL: � 7683 142+56.0 Rt, 142+81.2 Rt. 20.4 146+50.33 65.1' Rt. 1 145+68.4 147+00.0 LT 881 98 117+74.2 Rt. 14.7 USE: 117+85.6 Lt. 13.4 143+21 .2 Rt, 143+46.0 Rt. 20.5 146+52.90 59.0' Rt. 1 145+69.5 147+00.0 LT 765 85 TOTAL. 309.9 X- o 146+40.8 147+02.0 RT 1 ,913 213 135+19.4 Rt. 13.5 a 146+99.00 51 .0 Rt. 1 USE: 310 o " 14 146+99.37 54.3' Rt. 1 TOTAL 13369.0 135+42.5 Lt. 11 .1 N 13369 SYS 135+98.9 Rt. 13.5 MAILBOX ASSEMBLY, SINGLE 14 USE: TOP SOIL 136+13.5 Lt. 11.1 APPL. RATE FOR A DEPTH OF 3 IN. 0.0833 142+61 .8 Rt. 13.5 Line Stotion Lt. Rt. Eoch o TOTAL: 1113.6 "A" 123+80 Rt. 1 o T 143+23.7 Rt. 13.5 r fi RELOCATE FIRE HYDRANT USE: 1114 CYS 145+59.4 Rt. 14.7 127+02 Rt. 1 a o Line Stotion Lt. or Rt. Eoch TOTAL: 198.7 128+95 Rt. 1 "9 199 30.7' Lt. 1 USE: 199 131 +20 Rt. 1 TOTAL. 4 Q TOTAL: 1 P11 HORIZONTAL SCALE BRIDGE IL NE N '°��5.�� FROROAPPROVAL d' 04-14-08 CITY OF CARMEL VERT CAL SCALE DESIGNATION �: '�`�� d•••:j` DESIGN ENGINEER DATE NONE m a s _ K19500177 Q SURVEY BOOK SHEETS a STATE OF :'� DESIGNED: MDR DRAWN: MDR Vok..., MI SCELLANEOUS TABLE 31 of �$(D IA ��► CONTRACT PROJECT ""•�••• '� 131st STREET a,q'��yS�ONIIL E� � CHECKED: JAL CHECKED: JAL CARMEL 06-10 '•hyp1111110""�,� WTI PAVEMENT QUANTITIES AND APPROACH TABLE o GRADE ( < 10% HMA FOR TEMP. HMA PAVEMENT - a _ - o W SURFACE BEYOND R/W LINE NOT SHOWN) EXCAVATION Q PAVEMENT FOR REC. PATH HMA PAVEMENT FOR ROADS w � w o HMA FOR APPROACHES DESCRIPTION o ° M z z � w _ Q � AOGGREGATE ° _ z Q J COMP. cn ¢ cn '� O �' a E LOCATION LT. (APPROACH w ,�, `'' w '�' > ° _ z' - -" -" J AGG. �.¢ m m m E U w 9 >. w CD Z w U �.° Tv E O °w O O = w = a >,� >- >,L S!,L >,o >,� >,o E >, E o 0 E o 0 E >, v E >,� E i ¢ BASE, No. 53 O N U cn w a E o cn -< N � V) V) cnw V) cnw E cn� E �w E �w Ems, Nw E N Ev mw = � vQ �- �� OV cn� Ev REMARKS (STATION) °r TYPE OR z BASE No. w o= Z 1 2 Cut Fill Q ° � \o � w �� UJ w �L U E \� w �� C5 U �cn w � � M a O C� Of �w � ,ri L � RT. CLASS) � � 53 � � C° ¢ � J ^� ¢ ova_ ,�� a- Ewa �¢ �Wao o O Ww0 Ww0 �, LO o LO o a) cnf- cnw 0- 0- u, a N °�CD Ud d L7 w M� rn d v w Q CO � O - v OC)CD V) �cn� ^ Z � CDC NZ � � r�jwN Z N Z N � � N � N N W L R 6 a_ CL Q U N� N _ cn _ m � - � - m T d2 4" 5„ 6„ Q � ZO� m /Y Ft Ft Ft Ft Ft Ss Ss Ss Ss % % Cs Cs Ft Ss Ss Ss Ss Ss Ss Ss Ss Ss Ss Ss Ss Ss Ton Ss Ss Ss Ss Ss Ss Ss LINE "PR-A" 110+57.0 RT Street Appr. 41 .0 55.5 50 50 453 0.4 380.0 47.4 16.1 ABERDEEN BEND 110+58.0 LT Street Appr. 66.0 57.0 50 50 602 0.5 493.0 71 .9 24.4 CARMEL ST. DEPT. ENTRANCE LINE "A" 117+35.7 RT Street Appr. 46.7 55.5 50 50 472 0.4 374.0 65.1 22.1 TUSCANY BLVD. 117+49.4 LT Street Appr. 45.9 54.5 50 50 471 0.4 384.0 58.5 19.8 LINCOLNSHIRE BLVD. 123+89.5 LT Drive 153 24.0 10 10 1 10.5 1 52.2 52.2 127+48.2 RT Drive 20.0 24.0 35 20 6.4 99.1 99.1 129+17.8 RT Drive 12.0 31 .2 10 10 7.2 9.6 9.6 8.6 42.4 42.4 131 +40.5 RT Drive 12.0 26.3 10 10 2.3 3.1 3.1 6.1 42.4 42.4 135+67.5 RT Street Appr. 42.6 50.5 40 40 1 1 386 0.3 323.0 41 .6 14.1 FEATHERBELL BLVD. 135+84.7 LT Street Appr. 40.8 70.5 50 50 1 510 0.4 385.0 82.1 27.8 LORENZO BLVD. 143+01 .20 RT Street Appr. 25.0 47.0 40 40 275 0.2 215 39.6 13.4 MOULTRIE ST. 145+62.4 LT Drive 12.0 28.0 10 10 7.7 47.7 47.7 146+16.2 RT Street Appr, 45.2 54.0 50 50 453 0.4 350.0 67.5 22.9 PETTIGRU DR. 131st. Street 12419 3099 496 1538 67 5107 5107 17599 17599 17599 17599 3761 17599 1275 22917 19.8 496 5107 N d■� W W [7 Z Cd W TOTALS CYS: 12458 3099 774.75 =+25% USE: 12460 3875 SYS: 12.7 12.7 496.0 1538.0 67.0 5107.0 5107.0 17599.0 17599.0 17599.0 17599.0 3761 .0 17599.0 1275.0 26539.0 496.0 5107.0 283.8 283.8 2904.0 473.7 160.6 USE: 13 26539 284 297 roTotal :o o ro o TONS: 4.2 68.4 719.0 3.7 421 .3 702.2 1460.7 2428.7 2903.8 2903.8 1034.3 3387.8 245.4 22.5 110.2 1418.6 94.5 PCCP 2156.2 130.3 30.9 USE: 5 69 719 4 422 703 1461 2429 2904 2904 1035 3388 246 23 111 1419 95 for 2157 131 31 � Appr. � 788 426 3939 6538 1694 2319 CD Total Total Total Total Total Total Cr HMA for Surf. Intermed. Bose Agg HMA I< Temp. Type B Type C, OG Type C Base Type C Pvmt. 25.0 mm 25.0 mm No. 53 Appr. HORIZONTAL SCALE BRIDGE FILE RECOMMENDED �, 04-14-08 NONE � r �� '' FOR APPROVAL CITY OF CARMEL Note: The total for Aggregate Bose No. 53 : ' E DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION �? includes 64 T under the curb ramp �' NONE PE19300177 CD locations. SURVEY BOOK SHEETS N STATE OF .�� DESIGNED: MDR DRAWN: MDR ROAD SUMMARY OF QUANTITIES 32 of 7$ (a BONA. . CHECKED: JAL CHECKED: JAL APPROACH TABLE CONTRACT PROJECT CA RMEL 06-10 UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS Location Type 4 Pie I W I I I W E C •d C U Cfl ,L cC n +L+ cC p n Q cC n _o f N 0 z W QN W a U z I N �o o p + O m C z�O L U+ I �O a Ca- -0 p O W C O C C N > z Q 3 � p 0 . a - %.- N p a > O O L U O+ o O L L p U � L I. J •O O C U O U a x -0 CDr) L O O O m� �U C O W O U N C a� �C 0 0 U Z3 O O C � -p J _ a '0 L U O � C C d C O U C > > m V) o o(-D n 3 � o a I D - I L L O O f C C O .� + O n n w C s Tons a> +>' Remarks Lft Lft Sys C s Tons % 0 Y N I ,, _,_, � Lft 0 0 108+52.4 LT 913.54 109+78.1 LT 125.7 125.7 11 .3 912.69 N 18 911 .33 J 109+82.4 LT 912.69 �a 111 +53.1 LT 170.7 170.7 15.4 911 .90 N 24 911 .18 I a 111 +56.9 LT 60.7 60.7 5.5 911 .90 N 24 911 .18 z_ J 112+ 17.6 LT 912.05 112+21 .9 LT 95.7 95.7 8.6 912.05 N 26 910.27 113+17.6 LT 912.67 113+21 .9 LT 215.1 215.1 19.4 912.67 N 31 911 .23 115+37.0 LT 913.77 115+38.0 LT 913.77 116+58.1 LT 120.1 120.1 10.8 912.63 N 35 911 .45 116+62.4 LT 912.63 119+48.1 LT 285.7 285.7 25.7 907.79 N 38 907.07 W z 119+52.4 LT 907.79 3 120+48.2 LT 95.8 95.8 8.6 907.29 N 41 906.56 I __j 120+52.0 LT 70.6 70.6 6.4 907.29 N 41 906.56 �Q 121 +22.6 LT 907.55 W 121 +26,9 LT 182.0 182.0 16.4 907.55 N 44 906.84 123+08.9 LT 908.35 123+09.9 LT 908.35 125+98.1 LT 288.2 288.2 25.9 904.94 N 48 904.21 126+02.4 LT 904.94 127+ 18.1 LT 115.7 115.7 10.4 903.31 N 52 901 .67 127+22.4 LT 903.31 127+96.2 LT 73.8 73.8 6.6 902.95 N 57 900.95 128+00.0 LT 137.6 137.6 12.4 902.95 N 57 900.95 129+37.6 LT 903.65 N 129+41 .9 LT 215.7 215.7 19.4 903.65 N 61 902.16 131 +57.6 LT 904.97 W W 0 131 +61 .9 LT 282.2 282.2 25.4 904.97 N 64 903.23 906.57 W 134+44.1 LT 134+45.1 LT 906.57 137+38.1 LT 293.0 293.0 26.4 903.40 N 67 902.68 903.40 137+42.4 137+42.4 LT 139+48.1 LT 205.7 205.7 18.5 900.68 N 72 899.96 ro � � . 139+524 LT 900.68 o q � 140+53.2 LT 100.8 100.8 9.1 900.06 N 75 899.35 140+57.0 LT 70.5 70.5 6.3 900.06 N 75 899.35 o 141 +27.6 LT 900.32 a � m cr m ISheet Totals: 3,204.8 1 3,204.8 288.4 uiwwu HORIZONTAL SCALE BRIDGE FILE (N(D �, • �. , RECOMMENDED Q, 04-14-08 CITY OF CARMEL NONE FOR APPROVAL '' � d''••;� VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE N ONE ml _ PE 193MI77 tQ SURVEY BOOK SHEETS .�•� DESIGNED: MDR DRAWN: MDR STATE OF ROAD SUMMARY OF QUANTITIES of 'pO,e►•••••./S�UNII!. .......��► CONTRACT 33 PROJECT 7$ � L CHECKED: JAL CHECKED: JAL UNDERDRAIN TABLE CARMEL 06-10 . h�hlhnpro„m� / C a :6upgauibu�3 welsea Aq p91uiad l Farrar, Garvey&Assac!Wes i J;7 a Di vision of Clark Dietz, Inc. t�'_900 Keystone Crossing Suite 900 e�z Indianapolis, IN 46240 M G(317� 844-8900 FAX(317 844-9158 ENGINEER S LINE "A", LT — WB LANE (Cont'd.) --, cn o Q CD M 4�- -Ph. N N CD + + + + + + + + 0 0 °o � � o `� Underdrain Pipe Limits 0 o i ---I --A S ri --- --A(o 0 r 0 Z3 4 Inch W a) u j N o 6 Inch �A 00 N W �I CJi 00 Cfl ---j Ui -Il W 1j U N N cn Geotextile for w o N ° cn Underdrains 160 1 �0 C N n Aggregate for `'J U C° •° •`O Underdrains 00 0 iv cn cn C v Z U M 0 HMA for Underdrains D Z + M C) -'A Special Grade U4 0 0 0 0 0 0 0 o Flow Line Elevation @ 0 0 0 0 0 6 00 00 0o 00 �A Underdrain Pipe Limit oo -p, cr u v I,,,) z z z z Outlet Pipe z Required Connect Underdrain N N Cn O0 Pipe to Structure No. °o °o °o o Structure Invert co co b) Elevation 45 Degree Elbows Required (1 or 2) 6 Inch Outlet Pipe pumumnp,� Outlet Station X. ,, a Outlet Elevation C7 v Om m N M0 A O rn 0 m Outlet at Outlet o Z v Protector No. �v < r M DO —1 Ditch Flow Line o m Elevation at Outlet rr1 ( Protector n v z Z m M 0 M z m Connect Outlet Pipe to Structure No. v M i a Structure Invert Elevation n B Borrow for Structure Bockfill O (7, n 0 HMA for d y Underdrains � O n Outlet Protector No. � OO � y r Outlet Protector Type � O Outside Left —� M n Median Left 0 C) m o N Median Right ° M_ 0 < N o D o ? Outside Right D W � r i N m D r m n ° °° G G _ ° cn r c o m z m O 0 L -n O F z m O UNDERDRAIN TABLE Type 4Pie UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS p N c z Q I Location a o o a of 'o a 3N i a l e z Q ° `0 cn `0 cn cn _0 a a � a c U U a� • a N> • .o a Z3 > w 0 a c o p i 0� � Q -o U v 0 0 � o o L-0 �-o 0 -0 0 C) Z3 s a N � a 0 _ O 0 -0 _0 Q -0 C O :3 0 0 w L'-i aO -o O V Z3 0 ° � . � (D Cif aD a U a a > + J J N �_ � vi 0 Z3 Lft Lft Sys C s Tons % �- � Y N c� 0 I V) w Lft o 0 0 0 o W n 0 0 � w C s Tons o 1 o o m � o Remarks 108+52.4 RT 913.66 109+78.1 RT 125.7 125.7 11 .3 912.89 N 19 912.17 aC • 109+82.4 RT 912.89 a CLI 111 +53.1 RT 170.7 170.7 15.4 912.09 N 25 911 .37 a z 11 1 +56.9 RT 60.7 60.7 5.5 912.09 N 25 911 .37 -' 112+ 17.6 RT 912.24 112+21 .9 RT 95.7 95.7 8.6 912.24 N 27 910.81 113+ 17.6 RT 912.75 113+21 .9 RT 215.1 215.1 19.4 912.75 N 32 912.03 115+37.0 RT 913.66 115+38.0 RT 913.66 116+58.1 RT 120.1 120.1 10.8 912.62 N 36 910.58 116+62.4 RT 912.62 119+48.1 RT 285.7 285.7 25.7 907.89 N 39 906.25 W 119+52.4 RT m 907.89 �-' 120+48.2 RT 95.8 95.8 8.6 907.29 N 42 905.72 120+52.0 RT 70.6 70.6 6.4 907.29 N 42 905.72 a 121 +22.6 RT 907.55 W 121 +26.9 RT 182.0 182.0 16.4 907.55 N 45 906.33 123+08.9 RT 908.35 123+09.9 RT 908.35 125+98.1 RT 288.2 288.2 25.9 904.94 N 49 903.54 126+02.4 RT 904.94 127+00.1 RT 97.7 97.7 8.8 903.49 N 51 902.36 127+04.4 RT 903.49 127+96.2 RT 91 .8 91 .8 8.3 902.95 N 58 901 .46 128+00.0 RT 137.6 137.6 12.4 902.95 N 58 901 .46 129+37.6 RT 903.65 N 129+41 .9 RT 215.7 215.7 19.4 903.65 N 62 902.93 Aw 131 +57.6 RT 904.97 w Z r Z 131 +61 .9 RT 282.2 282.2 25.4 904.97 N 65 904.00 w 134+44.1 RT 906.57 134+45.1 RT 906.57 137+38.1 RT 293.0 293.0 26.4 903.40 N 68 901 .94 ;S 137+42.4 RT 903.40 139+48.1 RT 205.7 205.7 18.5 900.68 N 73 899.32 o 139+52.4 RT 900.68 .o 140+53.2 RT 100.8 100.8 9.1 900.05 N 76 898.84 a 140+57.0 RT 70.5 70.5 6.3 900.05 N 76 898.84 © 141 +27.6 RT 900.20 D z T T7 Sheet Totals: 1 3.204.8 3.204.8 288.4 u 0 v�S A, ��` ,. RECOMMENDED HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL �� 04-14-08 CITY OF CARMEL NONE ,<' ` �� DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION s' 1 PE 19300177 € NONE ? � a •off . STATE OF .' DESIGNED: MDR SURVEY BOOK T' D,e►,•'••�.N,Jj�A ••••, 0► DRAWN: MDR SHEETS ROAD SUMMARY OF QUANTITIES 33 of 78 , UNAL .��'' CHECKED: JAL CHECKED: JAL UNDERDRAIN TABLE CONTRACT PROJECT -- - CA RMEL 06-10 :I5upo-9uifiu--; uae set Aq papid .Yrvev&Associates _F7 a Di wisp or of Clark Inc. Ci S900 Keystone CrossrnQ S'11rte 900 �� Metz fndianapobs, IN 46240 917 844-8900 FAX(' 17) 844-9158 ENGINEERS LINE "A", RT - EB LANE (Cont'd.) N o o P M o Q Q CD --_1 OD O -9- -P�- W W N N n 0 + + + + + + + + + + rt o 0 0 °o O0, � o LO N o � `�' Underdrain Pipe Limits o Q o M r r o Q Z 4 Inch v W W CD 0 C N N cfl o 6 Inch CA N W CJi v W W N CD cr N N O cn Geotextile for b W W CD � N U4 (n Ln �' Underdrains O N 60 i", rn CA CA 0 n Aggregate for o � o`''o M ; �, �, �' Underdrains o � � W � z M M 0 HMA for Underdrains Z + M O Special Grade w (D (�D C-0 ILO Q0 (0 (D (0 co co O O O O O O O O O O Flow Line Elevation @ O o O 0 0 00 00 '--.i � iv Underdrain Pipe Limit �I ICA IA W O Outlet Pipe z Required Connect Underdrain CA U4 o N Pipe to Structure No. C° `o ° `° `° Structure Invert co Co O co co Z_n Ln i n �F) o Elevation [2) ICD ICA 45 Degree Elbows Required (1 or 2) 6 Inch Outlet Pipe p111NN11/ Outlet Station .yf ..... Outlet Elevation IIq IINfl = rn O m m N 0 A Z Do O 0 0 -0m Outlet at Outlet C oProtector No. ___ r r° _-0 Ditch Flow Line M Elevation at Outlet m Z Protector z ;0 m n 0 A m Connect Outlet Pipe ;0 to Structure No. ° m Structure Invert Elevation c-) B Borrow for cn Structure Bockf ill O 0 HMA for d Underdrains �d > �C � O � O n Outlet Protector No. > O y r y Outlet Protector Type � O Outside Left —+ M C7 Median Left o O o (n N m o Median Right ° Z < n Z Outside Right D mV 9 °o D 0 D m c� r m n C CD v m 0 ;0 = N ° n Raj o o m M M y m N O F Z m O NOTES. STRUCTURE DATA 1. CASTING ELEVATIONS FOR CURB CASTINGS ARE GIVEN AT THE EDGE OF PAVEMENT. 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE. LOCATION FLOW LINE o- f-r� Q m g �_ z C) CD C):f w a_ cn _ � w z J o f � oz Uw �- w Q o �- '- w ° SAFETY METAL ~ w w w SIZE z o c�~i) ¢ v m � v W ,_,, v GRATED BOX END SECTION END SECTIONS v � � J cn w STRUCTURE DESCRIPTION U c z w w a J � m ° V) w U REMARKS STATION ° a_ � w o �„ m z � v o U w w ° cn � � Z ~ Q � U F- C/) m FT FT IN LIFT FT ELEV. ELEV. < YR. CYD TON SYS EA. TYPE SLOPE EA. SLOPE EA. 15 108+50.0 PR-A 57.2 24 2 Manhole C-4 6 4.8 910.33 910.31 917.21 75 NA 7.0 1 7 Connect to Exist. Pipe Req'd. 16 108+50.0 PR-A X 12 2 Catch Basin M- 10 25 3.4 912.16 911 .79 916.62 75 NA 7.0 1 14 15 17 108+50.0 PR-A X 12 2 Inlet J- 10 55 2.0 912.95 912.41 916.74 75 NA 7.0 1 20 16 18 109+80.0 PR-A X 12 2 Catch Basin M- 10 45 3.4 911 .33 910.82 915.77 75 NA 7.0 1 25 21 19 109+80.0 PR-A X 12 2 Inlet J- 10 60 2.0 912.17 911 .58 915.97 75 NA 7.0 1 21 18 20 109+80.7 PR-A 59. 1 Existing Inlet 915.87 No Change Required 21 109+92.0 PR-A 79.2 24 2 Manhole C-4 6 4.2 909.94 909.93 916.12 75 NA 7.0 1 7 Connect to Exist. Pipe Req'd, 22 110+23.3 PR-A 84.3 Existing Inlet 915.75 Adjust Casting to Grade 23 110+93.1 PR-A 87.0 Existing Inlet 915.88 Adjust Casting to Grade 24 111 +55.0 PR-A X 12 2 Mod. Inlet J- 10 62 2.0 911 .18 910.87 914.98 75 NA 7.0 1 22 26 Modified by Pipe Location 25 111 +55.0 PR-A X 12 2 Mod. Inlet J- 10 63 2.0 911 .37 911 .06 915.17 75 NA 7.0 1 23 27 Modified by Pipe Location 26 112+20.0 PR-A X 15 2 Mod. Catch Basin M- 10 40 2.9 910.27 910.07 915. 13 75 NA 7.0 1 22 28 Modified by Pipe Location 27 112+20.0 PR-A X 12 2 Mod. Inlet M- 10 59 2.5 910.81 910.52 915.32 75 NA 7.0 1 25 26 Modified by Pipe Location 28 112+20.2 PR-A 75.4 Existing Inlet 914.54 No Change Required 29 113+ 15.0 A 33.0 12 2 24" PCB 8 1 .4 912.36 912.28 914.59 75 NA 7.0 1 3 32 30 113+ 17.2 A 62.4 Existing Inlet 913.13 No Change Required 31 113+20.0 A X 12 2 Catch Basin M- 10 32 1 .9 911 .23 910.92 915.75 75 NA 7.0 1 11 30 32 113+20.0 A X 12 2 Inlet M- 10 55 2.0 912.03 911 .48 915.83 75 NA 7.0 1 20 31 33 Void 37 34 116+50.0 A 42.9 12 2 24" PCB 14 1 .3 911 .84 911 .70 913.34 75 NA 7.0 1 4 35 35 116+60.0 A X 12 2 Inlet M- 10 63 2.5 911 .45 910.83 915.71 75 NA 7.0 1 27 36 N 36 116+60.0 A X 12 2 Catch Basin M- 10 6 3.9 910.58 910.52 915.70 75 NA 7.0 1 4 37 U) 37 116+60.0 A 39.5 15 2 Manhole C-4 290 3.8 910.09 907.77 916.25 75 NA 7.0 1 196 40 W W Z 38 119+50.0 A X 12 2 Inlet J- 10 57 2.1 907.07 906.50 910.87 75 NA 7.0 1 21 39 W 39 119+50.0 A X 12 2 Catch Basin M- 10 7 3.5 906.25 906.18 910.97 75 NA 7.0 1 4 40 40 119+50.0 A 34.4 18 2 Manhole C-4 100 4.4 905.66 905.16 911 .54 75 NA 7.0 1 86 43 o � 41 120+50.1 A X 12 2 Inlet J- 10 52 2.0 906.56 906.04 910.37 75 NA 7.0 1 19 42 42 120+50.1 A X 12 2 Mod, Catch Basin M- 10 6 3.5 905.72 905.66 910.37 75 NA 7.0 1 4 43 Modified by Pipe Location � r 43 120+50.1 A 34.0 18 2 Manhole C-4 98 4.5 905.16 904.67 910.97 75 NA 7.0 1 86 5 6 1 Outlet to Pond 44 121 +25.0 A X 12 2 Inlet J- 10 52 1 .9 906.84 906.58 910.63 75 NA 7.0 1 18 45 45 121 +25.0 A X 12 2 Mod. Inlet M- 10 72 2.3 906.33 905.97 910.63 75 NA 7.0 1 29 42 Modified by Pipe Location C 46 121 +34.0 A 66.5 18 2 Inlet E-7 102 0.9 907.02 906.51 909.30 75 NA 7.0 1 30 47 m a) N+ pmmwuu. (D ••• Of' FOR APPROVAL HORIZONTAL SCALE BRIDGE FILE ES A, 1 `%,� RECOMMENDED d- 04_14-08 NONE �.., r ►��'%.....*• CITY OF CARMEL I'Tl DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION N0. La = 's K 19300177 NONE z DESIGNED: MDR DRAWN: MDR SURVEY BOOK SHEETS STATE�'o�:'•••• � e ;..�'•c�`� ROAD SUMMARY OF QUANTITIES 37 of 78 NZ?oNN, E �► CHECKED: JAL CHECKED: JAL STRUCTURE DATA TABLE CONTRACT PROJECT CARMEL 06 10 NOTES: STRUCTURE DATA 1. CASTINGS CASTING ELEVATIONS FOR CURB ARE GIVEN AT THE EDGE OF PAVEMENT. 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE. CL LOCATION FLOW LINE LLJ m = Q z J O O J � O w w > w ° z Y z ,x w SAFETY METAL z z = SIZE w o G > > _ Q w o a L GRATED BOX END SECTION f--LLJ J W U w � a � m w END SECTIONS z REMARKS w w � �„ STRUCTURE DESCRIPTION Y z ,,, o � �„ w c� Of � STATION z ° �_ `!' o '-'-' �' Y w U J U C) CD Fw-- Q m Cn `- `n FT FT IN LFT FT ELEV. ELEV. YR. CYD TON SYS EA. TYPE SLOPE EA. SLOPE A. 47 121 +34.0 A 34.9 18 2 Catch Basin F-7 32 2.1 906.51 906.35 908.93 75 NA 7.0 1 16 39 60 1 Outlet to Pond 48 126+00.0 A X 12 2 Inlet J- 10 52 2.0 904.21 903.79 908.02 75 NA 7.0 1 19 49 49 126+00.0 A X 12 2 Mod. Inlet M- 10 99 2.2 903.54 902.61 908.02 75 NA 7.0 1 38 51 Modified by Pipe Location 50 126+00.0 A 33.5 12 2 2411 PCB 6 2.3 904.27 904.22 908.10 75 NA 7.0 1 3 49 51 127+02.0 A X 12 2 Mod. Inlet M- 10 55 2.3 902.36 901 .92 906.57 75 NA 7.0 1 22 52 Modified by Pipe Location i 127+20.0 A X 15 2 Mod. Catch Basin M- 10 29 3.3 901 .67 901 .44 906.39 75 NA 7.0 1 18 54 Modified by Pipe Location 52 53 127+20.0 A 47.3 12 2 24" PCB 27 1 .8 902.82 902.61 905.37 75 NA 7.0 1 9 51 54 127+49.0 A 34.2 15 2 Manhole C-4 49 4.6 901 .21 900.96 906.80 75 NA 7.0 1 40 56 55 127+85.0 A 70.0 24 x 38 1 Eliptical Pipe 114 1 .7 902.97 902.40 75 NA 7.0 1 86 8 12 2 Cross Pipe Under 131st St. (Overflow Pipe 2 56 127+98.1 A 34.0 24 2 Manhole C-4 60 4.1 900.71 900.51 906.89 75 NA 7.0 1 60 3 5 1 Outlet to Pond 57 127+98.1 A X 12 2 Catch Basin M- 10 6 4.0 900.95 900.92 906.03 75 NA 7.0 1 4 56 58 127+98.1 A X 12 2 Inlet M- 10 52 2.7 901 .46 901 .20 906.03 75 NA 7.0 1 24 57 59 127+98.1 A 46.2 12 2 24' PCB 19 1 .5 901 .83 901 .71 903.50 75 NA 7.0 1 6 58 60 129+40.0 A 33.0 15 2 Manhole C-4 142 4.8 901 .82 901 .11 908.05 75 NA 7.0 1 118 56 61 129+40.0 A X 12 2 Catch Basin M- 10 5 3.8 902.16 902.10 906.73 75 NA 7.0 1 3 60 62 129+40.0 A X 12 2 Inlet J- 10 52 2.0 902.93 902.41 906.73 75 NA 7.0 1 19 61 63 131 +60.0 A 33.0 15 2 Manhole C-4 220 5.0 902.92 901 .82 909.05 75 NA 7.0 1 190 60 64 131 +60.0 A X 12 2 Catch Basin M- 10 5 3.9 903.23 903.17 908.05 75 NA 7.0 1 4 63 65 131 +60.0 A X 12 2 Inlet M- 10 52 2.3 904.00 903.48 908.05 75 NA 7.0 1 21 64 66 131 +60.0 A 52.0 12 2 24" PCB 24 1 .4 904.49 904.25 906.50 75 NA 7.0 1 7 65 67 137+40.0 A X 12 2 Inlet J- 10 49 2.0 902.68 902.19 906.48 75 NA 7.0 1 18 68 N 68 137+40.0 A X 12 2 Catch Basin M- 10 6 3.4 901 .94 901 .88 906.48 75 NA 7.0 1 4 69 N 69 137+40.0 A 32.5 18 2 Manhole C-4 135 5.1 899.86 899.32 907.05 75 NA 7.0 1 132 70 W W Z A 34.5 18 2 Existing Inlet 75 4.2 899.32 899.02 905.31 75 NA 7.0 1 62 74 Reconstr. 1 .7' & Add. to Grade K 70 138+75.0 Type 4 Casting Req'd z W 71 138+75.0 A 53.7 12 2 24" PCB 19 3.1 899.96 899.78 902.60 75 NA 7.0 1 10 70 73 72 139+50.0 A X 12 2 Inlet J- 10 52 2.0 899.96 899.57 903.76 75 NA 7.0 1 19 '� v o a 74 A N' �; 73 139+50.0 A X 12 2 Catch Basin M- 10 6 3.3 899.32 899.28 903.76 75 NA 7.0 1 4 74 139+50.0 A 34.0 18 2 Manhole C-4 106 3.8 899.02 898.60 904.36 75 NA 7.0 1 80 77 ro .� o ° 12 2 Inlet J- 10 53 1 .9 899.35 899.09 903.14 75 NA 7.0 1 18 76 q 75 140+55.1 A X - o 77 76 140+55.1 A X 12 2 Catch Basin M 10 6 3.1 898.84 898.81 903.13 75 NA 7.0 1 3 79 � 77 140+55.1 A 34.8 18 2 Manhole C-4 40 3.9 898.60 898.44 903.73 75 NA 7.0 1 31 CD . c 78 140+92.0 A 4.0 27 2 Manhole J-4 6 3. 1 898.58 898.56 904.14 75 NA 7.0 1 6 Connect to Exist. Pipe Req d. �. m HORIZONTAL SCALE BRIDGE FILE N �ygom""ullpao RECOMMENDED NONE �,��'5�.`. r �f� FOR APPROVAL �' 04-14-08 CITY OF CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE NONE m C PE193M177 i SURVEY BOOK SHEETS STATE OF i s .off�: � IAA.::� DESIGNED: MDR DRAWN: MDR ROAD SUMMARY OF QUANTITIES 38 of 7$ ! �'` ' G� A TABLE CONTRACT PROJECT .I �QSSONN. CHECKED: JAL CHECKED: JAL STRUCTURE DATA CARMEL 06-10 �BINIIIgM� �pW I iy NOTES: STRUCTURE DATA 1. CASTING ELEVATIONS FOR CURB CASTINGS ARE GIVEN AT THE EDGE OF PAVEMENT. 2. OFFSETS FOR MANHOLES AND DITCH STRUCTURES ARE GIVEN TO THE CENTER OF THE STRUCTURE. LOCATION FLOW LINE < Lei O O J W Q M W W W ° W Q W Li X Z ° HE ° a_ c� > ,= z U Y z w �, GRATED BOX END SECTION � m _ w z '- J �= w ° SAFETY METAL = SIZE z ° �,, Q Ca � C-) F- END SECTIONS U z z I ,�, ,_,, �- > > _ Q �- w w U REMARKS w w CD C/') STRUCTURE DESCRIPTION J U � z w � o- J m ° z � � STATION a_ V' a o w v o LLJ Y �' w J U Q z � Q o Cn F- U Q (/) m `/' FT FT IN LFT FT ELEV. ELEV. YR. CYD TON SYS EA. TYPE SLOPE EA. SLOPE EA. 79 140+92.0 A 48.0 Existing Inlet 903.95 Adjust Casting to Grade Type 4 Casting Req'd 80 141 +25.0 A 48.3 27 2 Catch Basin G-7 56 2.5 898.73 898.58 902.65 75 NA 7.0 1 44 78 81 141 +30.0 A X 12 2 Inlet J- 10 58 1 .8 899.61 899.32 903.40 75 NA 7.0 1 19 82 82 141 +30.0 A X 12 2 Mod, Catch Basin M- 10 45 3.2 899.07 898.85 903.28 75 NA 7.0 1 23 83 Modified by Pipe Location 83 141 +75.0 A 41 .0 15 2 Manhole C-4 29 5.0 898.60 898.46 904.07 75 NA 7.0 1 26 84 84 141 +75.8 A 69.7 Existing Inlet 905.40 No Change Required 85 142+40.0 A X 12 2 Inlet J- 10 59 1 .8 900.16 899.86 903.95 75 NA 7.0 1 20 86 86 142+40.0 A X 12 2 Mod. Catch Basin M- 10 64 3.0 899.61 899.29 903.81 75 NA 7.0 1 31 83 Modified by Pipe Location 87 142+87.4 A 78.7 Existing Inlet 904.50 Adjust Casting to Grade 88 143+ 15.0 A 78.7 Existing Inlet 904.63 Adjust Casting to Grade 89 143+41 .0 A 35.7 12 2 Mod. Inlet J- 10 99 1 .7 900.53 900.02 904.30 75 NA 7.0 1 31 86 Modified by Pipe Location 90 145+92.1 A 82.2 Existing Inlet 903.17 Adjust Casting to Grade 91 146+40.4 A 82.6 Existing Inlet 903.11 Adjust Casting to Grade 92 146+86.0 A X 12 2 Inlet J- 10 63 2.1 900.19 899.75 904.15 75 NA 7.0 1 23 93 93 146+86.0 A X 12 2 Catch Basin M- 10 42 3.5 899.50 899.21 904.13 75 NA 7.0 1 24 94 94 146+95.0 A 79.5 18 2 Manhole C-4 6 4.2 898.96 898.94 904.58 75 NA 7.0 1 5 Connect to Exist. Pipe Req'd. 301 126+29.5 A 35.0 Existing Manhole 907.94 Adjust Casting to Grade 302 126+86.0 A 34.4 Existing Manhole 907.15 Adjust Casting to Grade TOTALS: 12" PIPE: 1886 LFT. PIPE CATCH BASIN, 24 IN.: 7 EA. 15" PIPE: 799 LFT. 18" PIPE: 694 LFT. MANHOLE, C-4: 14 EA. N 24" PIPE: 72 LFT. MANHOLE, J-4: 1 EA. 27" PIPE: 62 LFT. � 24"x38" PIPE: 114 LFT. STRUCTURE BACKFILL: 2149 CYS. W REVETMENT RIPRAP: 55 TONS z INLET, E-7: 1 EA. GEOTEXTILES: 83 SYS. � Z INLET, J- 10: 13 EA. W INLET, J- 10, MODIFIED: 3 EA, CASTING, ADJUST TO GRADE: 8 EA. INLET, M- 10: 4 EA. CASTING, 4, FURNISH & ADJUST TO GRADE: 2 EA. INLET, M- 10, MODIFIED: 4 EA. STRUCTURE, INLET, RECONSTRUCT: 1 .7 LFT. CATCH BASIN, F-7: 1 EA. PIPE END SECTION, MIN. AREA 5.1 sft.: 2 EA. CATCH BASIN, G-7: 1 EA. PIPE END SECTION, 18 IN.: 2 EA. o� CATCH BASIN, M- 10: 12 EA. PIPE END SECTION, 24 IN.. 1 EA. � � . CATCH BASIN, M- 10, MODIFIED: 5 EA. oV � 0 R C) % o CL Cr m IIYII„,I,wry HORIZONTAL SCALE BRIDGE FILE Cn RECOMMENDED NONE (D Art; �Q � 04-14-08 CITY OF CARMEL VERTICAL SCALE DESIGNATION . f' FOR APPROVAL :•' DESIGN ENGINEER DATE m � PEt9300t77 `_ NONE - e SURVEY BOOK SHEETS STATE OF .' DESIGNED: MDR DRAWN: MDR ROAD SUMMARY OF QUANTITIES 39 of 7-8 ='• '' S�ONN �� CHECKED: JAL CHECKED: JAL STRUCTURE DATA TABLE CONTRACT PROJECT ► CA RMEL 06-10 N/IIIIIIINI/� P PE MATERIAL TABLE STRUCTURE NUMBER 15 16 17 18 19 21 24 25 26 27 29 31 32 34 35 36 37 38 39 40 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 24 in. 12 in. 12 in. 12 in. 12 in. 24 in. 12 in. 12 in. 15 in. 12 in. 12 in. 12 in. 12 in. 12 in. 12 in. 12 in. 15 in. 12 in. 12 in. 18 in. CORRUGATED PIPE SIZE 24 in. 12 in. 12 in. 12 in. 12 in. 24 in. 12 in. 12 in. 15 in. 12 in. 12 in. 12 in. 12 in. 12 in. 12 in. 12 in. 15 in. 12 in. 12 in. 18 in. RCP / RCHEP (S) CLASS II II II II II II II II II II II II II III II II II II II II D uj RATING 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1250 1000 1000 1500 1000 1000 1000 1000 1000 1000 NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE (S) OK OK OK SMOOTH WALL PE PIPE (S) / MAXIMUM DR OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED & LINED (S) CORR. PROFILE 2 2/5"x 1 2" 2 2/3"x 1 2" 2 2/5"x 1 2" 2 2/3"x 1 2" 2 2/3"x 1 2" THICKNESS 0.109 in. 0.109 in. 0.109 in. 0.109 in. 0.109 in. CORR. PROFILE a ZINC COATED (C) THICKNESS a ZINC COATED W/ BPI (C) CORR. PROFILE THICKNESS a ALUM. COATED TYPE 2 (C) THICKNESS PROFILE W ALUM. COATED TYPE 2 W/ BPI (C CORR. PROFILE v THICKNESS ° POLYMER PRECOATED GALVANIZED CORR. PROFILE (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE o COATED (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/ BPI (C) THICKNESS CORRUGATED ALUM, ALLOY CORR. PROFILE PIPE (C) THICKNESS CORRUGATED ALUM, ALLOY CORR. PROFILE PIPE W/ BPI (C) THICKNESS STR. PLATE ALUMINUM CORR, PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/ CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS #+ STR. PLATE STEEL PIPE CORR. PROFILE W/ CFP (C) THICKNESS •* STRUCTURE NUMBER 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 PIPE GROUP 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 N SMOOTH PIPE SIZE 12 in. 12 in. 18 in. 12 in. 12 in. 18 in. 18 in. 12 in. 12 in. 12 in. 15 in. 12 in. 12 in. 15 in. 5.1 sft. 24 in. 12 in. CORRUGATED PIPE SIZE 12 in. 12 in. 18 in. 12 in. 12 in. 18 in. 18 in. 12 in. 12 in. 12 in. 15 in. 12 in. 12 in. 15 in. 4.5 sft. 24 in. 12 in. RCP- REINFORCED CONCRETE PIPE CLASS II II II II II II II II II II II II II II HE-A II II RCHEP- REINFORCED CONCRETE HORIZONTAL RCP / RCHEP (s) D ui RATING 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 600 1000 1000 ELLIPTICAL PIPE NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK PE- POLYETHYLENE CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK DR- DIMENSION RATIO RIBBED PE PIPE (S) OK OK OK PVC- POLYVINYL CHLORIDE SMOOTH WALL PE PIPE (S) / MAXIMUM DR OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 BIT- BITUMINOUS PROFILE WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK CORR- CORRUGATION SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK OK OK OK OK BPI- BITUMINOUS PAVED INVERT VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK ALUM- ALUMINUM CORR. PROFILE 2 2/5-x 1 2" 2 2/5"x 1 2" 2 2/5"x 1 2" 2 2/5"x 1 2" 2 2 3"x 1 2" 2 21S'x 1 2" STR- STRUCTURAL FULLY BIT. PAVED & LINED (S) THICKNESS 0.109 in. 0.109 in. 0.109 in. 0.109 in. 0.109 in. 0.109 in. CFP- CONCRETE FIELD PAVING DEF- DEFORMED PIPE a ZINC COATED (C) THOICKNESS FILE ($)- SMOOTH PIPE MATERIAL a CORR. PROFILE 2 2/5"x 1 2" (C)- CORRUGATED PIPE MATERIAL ZINC COATED W/ BPI (C) THICKNESS 0.138 in. OK- ACCEPTABLE FOR USE (LS)- LOCK SEAM REQUIRED - w a CORR. PROFILE ALUM. COATED TYPE 2 (C) Z THICKNESS REFER TO STANDARD DRAWING a U W CORR. PROFILE 2 2/5"x 1 2 715-PHCL-18 OR 19 FOR NOMINAL W N ALUM.COATED TYPE 2 W/ BPI (c THICKNESS 0.109 in. DIAMETER APPROPRIATE FOR PAY ITEM POLYMER PRECOATED GALVANIZED CORR, PROFILE 2 2/3"x 1 2" DIAMETER (C) THICKNESS 0.109 in. "* TABULATED THICKNESS REFERS TO FIBER BONDED BITUMINOUS CORR. PROFILE TOP & SIDE PLATES. BOTTOM COATED (C) THICKNESS PLATES SHALL BE OF NEXT GREATER FIBER BONDED BITUMINOUS CORR. PROFILE AVAILABLE THICKNESS. COATED W C / BPI O THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE ti PIPE (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE 2 2 3"x 1 2" PIPE W/ BPI (C) THICKNESS 0.075 in. STR. PLATE ALUMINUM CORR. PROFILE b ALLOY PIPE (C) THICKNESS rot ~ a STR. PLATE ALUMINUM CORR. PROFILE 't7 ° ALLOY PIPE W/ CFP (C) THICKNESS CORR. PROFILE STR. PLATE STEEL PIPE (C) THICKNESS * `S ST .CFP ()STEEL PIPE CORR. PROFILE m� THICKNESS ## �u""'""""'•••a„ HORIZONTAL SCALE BRIDGE FILE _0 a A, RECOMMENDED Q, 04-14-08 NONE WW�.. �0�� FOR APPROVAL CITY OF CARMEL , '•••. DESIGN ENGINEER DATE VERTICAL SCALE DESIGNATION La PE 193M177 NONE .:•'� a SURVEY BOOK SHEETS DESIGNED: JAS DRAWN: JAS O�°p''• .,st�T��t�,...�' E, ROAD SUMMARY OF QUANTITIES 40 1 of 1 78 AL .� CHECKED: CH K CONTRACT PROJECT SON••,,,,,",.�.� � PIPE MATERIAL SHEET JAL CHECKED: JAL CA RMEL 06-10 PIPE MATERIAL TABLE STRUCTURE NUMBER 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 7 PIPE GROUP 2 2 2 2 2 2 2 2 2 3 74 75 76 77 78 SMOOTH PIPE SIZE 2 2 2 2 2 2 2 2 2 2 2 2 12 in. 12 in. 15 in. 12 in. 12 in. 15 in. 12 in. 12 in. 12 in. 12 in. 12 in. 18 in. 18 in. 12 in. 1 in CORRUGATED PIPE SIZE 12 in. 12 in. 15 in. 12 in. 12 in. 15 in. 12 in. 12 in. 12 in. 12 in. 12 in. 18 in. 18 in. 1 2 12 �n. 18 in. 12 in. 12 in. 18 in. 27 in. CLASS II II II II II II II II II II II II 2 in. 12 in. 12 in. 18 in. 12 in. 12 in. 18 in. 27 in. RCP / RCHEP (s) D aA, RATING 1000 1000 1000 1000 1000 10 II II II II II II 00 1000 1000 1250 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 II NON-REINFORCED CONCRETE PIPE, CLASS 3 (s) OK OK OK OK OK OK OK OK OK OK pK pK 1000 CORRUGATED PE PIPE, TYPE (S) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK RIBBED PE PIPE (S) OK SMOOTH WALL PE PIPE (S) / MAXIMUM DR OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK OK OK OK PROFILE WALL PVC PIPE (S) OK OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK 26 OK OK OK OK OK OK OK OK OK OK OK SMOOTH WALL PVC PIPE (S) pK OK OK OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK OK pK �K �K OK OK OK OK OK OK OK CORR. PROFILE 2 2/3"x 1 2" OK OK OK OK OK OK OK OK OK FULLY BIT. PAVED & LINED (s) 2 2 �"x 1 2" 2 2/3"x 1 2" 2 2 3"x 1 2" 2 2 3"x 1 2" THICKNESS 0.109 in. 0.109 in. 2 2 3"x 1 2 2 2 3"x 1 2 a ZINC COATED (C) CORK. PROFILE 0.109 in. 0.109 in. 0.109 in. 0.109 in. 0.109 in. THICKNESS W nom—. ZINC COATED W/ BPI (C) CORR. PROFILE � THICKNESS a ALUM. COATED TYPE 2 (C) CORR. PROFILE CL THICKNESS W CORR. PROFILE ALUM. COATED TYPE 2 W/ BPI (C N THICKNESS uj POLYMER PRECOATED GALVANIZED CORR. PROFILE (C) THICKNESS cx FIBER BONDED BITUMINOUS CORR. PROFILE o COATED (C) THICKNESS FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/ BPI (C) THICKNESS CORRUGATED ALUM, ALLOY CORR. PROFILE PIPE (C) THICKNESS CORRUGATED ALUM. ALLOY CORR. PROFILE PIPE W/ BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE ALLOY PIPE W/ CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS ** STR. PLATE STEEL PIPE CORR. PROFILE W/ CFP (C) THICKNESS ** STRUCTURE NUMBER 80 81 82 83 PIPE GROUP 85 86 89 92 93 94 2 2 2 2 2 2 2 2 2 2 SMOOTH PIPE SIZE 27 in. 12 in. 12 in. 15 in. 12 in. 1 in, N 2 12 in. 12 in. 12 in. 18 in. CORRUGATED PIPE SIZE 27 in. 12 in. 12 in. 15 in. 12 in. 12 in. 12 in. 12 in. 12 in. 18 in. CLASS II II II II II II II II II II RCP- REINFORCED CONCRETE PIPE RCP / RCHEP (s) D�, RATING 1000 1000 1000 1000 1000 1000 RCHEP- 1000 1000 1000 1000 REINFORCED CONCRETE HORIZONTAL NON-REINFORCED CONCRETE PIPE, CLASS 3 (S) OK OK OK OK OK OK OK OK OK pK ELLIPTICAL PIPE CORRUGATED PE PIPE, TYPE (S) OK OK PE- POLYETHYLENE OK OK OK DR- DIMENSION RATIO RIBBED PE PIPE (S) OK SMOOTH WALL PE PIPE (S) / MAXIMUM DR OK 26 OK 26 OK 26 OK 26 PVC- POLYVINYL CHLORIDE OK OK OK PROFILE WALL PVC PIPE (S) OK OK OK OK CORR- CORRUGATION 26 OK OK 26 BIT- BITUMINOUS SMOOTH WALL PVC PIPE (S) OK OK OK OK OK OK VITRIFIED CLAY PIPE, EXTRA STRENGTH (S) OK OK OK OK OK OK OK OK pK pK FULLY BIT. PAVED & LINED (S) BPI- BITUMINOUS PAVED INVERT CORR. PROFILE 2 2/3"x 1 2" 2 2 3"x 1 2" ALUM- ALUMINUM 2 2 3"x 1 2" THICKNESS 0.109 in. 0.109 in. STR- STRUCTURAL 0.109 in. c CORR. PROFILE CFP- CONCRETE FIELD PAVING N a ZINC COATED (C) DEF- DEFORMED PIPE THICKNESS w CORR. PROFILE (S)- SMOOTH PIPE MATERIAL a ZINC COATED W/ BPI (C) THICKNESS e� W (C)- CORRUGATED PIPE MATERIAL Z a ALUM. COATED TYPE 2 (C) CORK. PROFILE OK- ACCEPTABLE FOR USE THICKNESS (LS)- LOCK SEAM REQUIRED Z W ALUM. COATED TYPE 2 W PI CORR. PROFILE #- REFER TO STANDARD DRAWING w N / B (C THICKNESS 715-PH -1 WIIIIIIIII CL 8 OR 19 FOR NOMINAL ° POLYMER PRECOATED GALVANIZED CORR, PROFILE DIAMETER APPROPRIATE FOR PAY ITEM (C) THICKNESS DIAMETER ##FIBER BONDED BITUMINOUS CORR. PROFILE o COATED (C) TABULATED THICKNESS REFERS TO TOP & SIDE PLATES. BOTTOM N "3 d° ' FIBER BONDED BITUMINOUS CORR. PROFILE COATED W/ BPI (C) THICKNESS PLATES SHALL BE OF NEXT GREATER py CORRUGATED ALUM. ALLOY CORR. PROFILE AVAILABLE THICKNESS, V PIPE (C) THICKNESS a o CORRUGATED ALUM. ALLOY CORR. PROFILE V PIPE W/ BPI (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE �. ALLOY PIPE (C) THICKNESS STR. PLATE ALUMINUM CORR. PROFILE a° o ALLOY PIPE W/ CFP (C) THICKNESS STR. PLATE STEEL PIPE (C) CORR. PROFILE THICKNESS ** STR. PLATE STEEL PIPE CORR. PROFILE W/ CFP (C) THICKNESS ** i „„„wunxuquyv FOR APPROVAL d' 04-14-08 RECOMMENDED HORIZONTAL SCALE BRIDGE FILE NONE `'• ••''� DESIGN ENGINEER DATE CITY OF CARMEL VERTICAL SCALE I TI DES GNA ON PE193MI77 � s NONE •o•'• STATE OF s DESIGNED: JAS DRAWN: JAS SURVEY BOOK SHEETS 'o.�•''••!.. ... '� .. •' `� ROAD SUMMARY OF QUANTITIES � NONAL E6 CHECKED: JA CHECKED: PIPE MATERIAL CONTRACT 41 of �$ - JAS L SHEET PROJECT CARMEL 06-10