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136th St (Ditch Rd to Springmill Rd) DESIGN DATA 1R E V 183[0 N S DESIGN SPEED- 40 mph IANA PROJECT DESIGN CRITERIA 3R NON—FREEWAY CITY OF CIND R N DATE ITEM � l� FUNCTIONAL CLASSIFICATION COLLECTOR SHEET O ` �a RURAL URBAN URBAN I TERRAIN LEVEL ACCESS CONTROL NONE RO ) D 1? 1 N S z �- PROJECT NO. #U4 07 CONST. BEGINNING AT A POINT APPROXIMATELY 147 FEET EAST AND 3 FEET SOUTH OF THE CENTERLINE INTERSECTION OF EXISTING DITCH ROAD AND 136TH STREET WITH MONUMENT OF NE CORNER, NE 1 /4, SEC. 28, T18N, R3E AND CONTINUING IN AN EASTERLY DIRECTION TO A POINT APPROXIMATELY 639 FEET WEST OF THE CENTERLINE INTERSECTION OF EXISTING SPRING MILL ROAD AND 136TH STREET WITH MONUMENT OF SE CORNER, SE 1 /4, SEC. 22, T18N, R3E, ALL IN HAMILTON COUNTY, INDIANA. GROSS LENGTH - 0.85 MILES NET LENGTH - 0.85 MILES SCALES: PLAN PROFILE LONG: 1 "=20' HORIZONTAL: 1 "=20' MAXIMUM GRADE = 3.03% TRANS: 1 "=20' VERTICAL: 1 "=5' PROJECT LOCATION SHOWN BY -am- HI AULT WAY 0 NEWC TLE �a �,�, NICH S DR. _ z TWIN OA S DR� 2 o � �K�GSGAT DR. >� 4 - °- -- PRING LL - NDS CIR ��` c n W 141st ST. -�-- -- — --,, W 141st ST. __-_ -- y - _ -- vi STONE DR._ SWEET SADDLE CT. o PINE HILL Y - �"E DR.ROSEMONT �o �0 �- m DOE RUN DR / �, G, PROJECT N0. 04- 07 m --- - �� ` A END PROJECT N0. 04-07 BEGIN P v DEER LAKE DR. �j STA. 11 +71 .47 LINE 'PR—A' uj � � 'LCOLDWATER DR. STA. 56+ 19 .29 LINE A o� TWELVE O w AKS]i �� BROOK MILL CT. o �c� C� SUMMER HI. a Q� �� ° �R5 � FOXDALEJAKE D O � - _ �� HENLEY CIR. �i �� ' i F �� o --- `-� /rQ �, E 136th ST. - 1 IL E SMOKEY ROW RD. oil--- PATO PL. �� < O IRA AY s �� , I SHAD S CT. z D � C) co , - ° Q o z z o 0 Z a o3[ CD x L � � of\RQ _ QP w LL � CITY OF CARMEL � , . W 131st W 131 st ST. -- - ----- - - BOARD OF PUBLIC WORKS AND SAFETY -- - -- - -�� -� �� o w L T C1 y w ��/ z ui NoTt',NGNAM— '�;� �'�� o�, M Q SURVEY PROVIDED BY: ' JAMES BRAINARD MAYOR u ! - ° `�' �� - �� 5 ��o� .;� z �I CROSSROAD ENGINEERS, P.C. o g �� ^ �0��5 3417 S. SHERMAN DR. �MARY ANN BURKE, MEMBER BEECH GROVE, IN 46107 36 S. PENNSYLVANIA STREET INDIANAPOLIS, INDIANA 46204 LORI S. WATSON, MEMBER HAMILTON COUNTY PHONE: 31 7- 6 3 3-41 2 0 WWW. DLZ .COM NOT TO SCALE ATTEST: DIANA L. CORDRAY, CLERK - TREASURER CITY OF CARMEL STANDARD SPECIFICATIONS DATED 1992 AND INDIANA DEPARTMENT 3 MICHAEL T. McBRIDE, CITY ENGINEER o OF TRANSPORTATION STANDARD SPECIFICATIONS 0 DATED 2006 TO BE USED WITH THESE PLANS 0 DLZ INDIANA, LLC p000000000000000po ROAD FILE PLANS 36 S. PENNSYLVANIA STREET PHONE: 317-633-4120 000°°° �„ R/ °O°oho a� PREPARED BY: INDIANAPOLIS, INDIANA 46204 WWW.DLZ,COM_ o° �•• .`%ST ••. °o a AFo .. o DESIGNATION 0 0 0 0 ° ' No. 10300110 : o C) o STATE OF .N o SHEETS Z_ Z _ ,�I N o 0 �0000° !NO IAN'. ' 00000°° 1 of 7 6 i CERTIFIED BY: ./� _ ° Q RE STER D PROFESSIONAL ENGINEER DATE O�OOon0000° CONTRACT PROJECT STE o i OF INDIANA N0. 103001 10 04-07 DLZ INDIANA LLC o UTILITIES GENERAL NOTES INDEX * ALL IRRIGATION SYSTEMS SPRINKLER HEADS AND CLEANOUTS ENCOUNTERED IN THE RIGHT—OF—WAY SHALL BE CUT AND CAPPED AT THE SHEET DESCRIPTION TELEPHONEs GASs RIGHT—OF—WAY LINE AND WILL NOT BE PAID SEPARATELY BUT SHALL BE CONSIDERED WITHIN THE OTHER PAY ITEMS. NUMBER 1 TITLE SHEET AT&T INDIANA VECTREN GAS COMPANY 2 INDEX SHEET DAVE MUSALL JOANIE CLARK THE PAPER RELOCATION WILL BE CROSS SECTIONED BY THE ENGINEER BEFORE CONSTRUCTION. 3 TYPICAL CROSS SECTIONS 5858 N. COLLLEGE AVE. 16000 ALLISONVILLE RD. 4-5 MAINTENANCE OF TRAFFIC DETOUR SHEET INDIANAPOLIS, IN 46220 NOBLESVILLE, IN 46060 6- 17 PLAN AND PROFILE (317) 252-5143 (317) 776-5534 18-20 DETAILS 21 -24 LANDSCAPING ELECTRICITY= SEWER= 25-26 EROSION CONTROL PLAN 27-28 CULVERT AND RETAINING WALL DETAILS DUKE ENERGY CLAY TOWNSHIP REGIONAL WASTE 29-31 SIGNING AND STRIPING PLAN MIKE KOONTS SHAWN PABST 32 APPROACH TABLE 100 SOUTH MILL CREEK ROAD 10701 N. COLLEGE AVE. 33-35 UNDERDRAIN TABLE NOBLESVILLE, IN 46062 INDIANAPOLIS, IN 46280 36-38 STRUCTURE DATA TABLE (317) 776-5339 (317) 844-9200 39-76 CROSS SECTIONS CABLE TV= WATER= BRIGHT HOUSE CABLE CARMEL WATER JOE EVANS PAUL PACE 3030 ROOSEVELT AVE. 760 3RD AVE. SUITE 110 INDIANAPOLIS, IN 46218 CARMEL, IN 46032 (317) 339-9075 *263 (317) 571 —2658 >k INDICATES NOTES THAT ARE APPLICABLE TO THIS PROJECT EXISTING TOPOGRAPHY LEGEND: h^` EXISTING DECIDUOUS TREE CPP CORRUGATED PLASTIC PIPE _ EXISTING CONIFEROUS TREE RCP REINFORCED CONCRETE PIPE EXISTING SHRUB VCP VITRIFIED CLAY PIPE <S> EXISTING SANITARY MANHOLE - - --- % ----- FENCE EXISTING STORM MANHOLE — FO -- FIBER OPTIC LINE [E EXISTING INLET --- 2" �� -- GAS LINE 6 EXISTING ELECTRIC METER -- 12" W WATER LINE EXISTING FIRE HYDRANT ►� EXISTING WATER VALVE 0!!� EXISTING WATER METER A EXISTING POWER POLE 0 EXISTING LIGHT POLE ] EXISTING TELEPHONE PED (0, EXISTING TELEPHONE MANHOLE EXISTING GUY WIRE e EXISTING GAS METER & EXISTING GAS MARKER E EXISTING MAIL BOX 0, EXISTING STAND PIPE EXISTING POST EXISTING SIGN 9 SURVEY BENCHMARK • CONTROL POINT En 3 0 N (n J � no 00 — I - N N O D j E o 000000n0000000000000o HORIZONTAL SCALE ROAD FILE Q- °° °�o Z z' v7 (n� oo�° ��`�gR A. �o�o RECOMMENDED CITY OF CARMEL N A FOR APPROVAL- VERTICAL SCALE DESIGNATION ESIGN ENG NEER DATE !86th STREET o0 N/A CD M o° O 0 O ip o 0 N o 0 8TATE OF :� o SURVEY BOOK SHEETS M o o iMD IAN'•'' ♦ o° -— - - - o/ og�0000 ' O°oo°° DESIGNED: DRAWN: INDEX SHEET 2 of 76 ZONAL oo _ 0o CONTRACT PROJECT______ DLZ IN[SI °MA LAC CHECKED: JAR CHECKED• FS 04-07 o = o � LINE "PR-A" AND LINE "A" R/W R/W 40' 40' 6' 2' 16' 2' VARIES VARIES 2' 16' 2' 6' 8' 1 ' O 0 2.75' TO 6' 2.75' TO 6' EXISTING GROUND 6 6 K 1 6 PG-0. 16 FT. 16 6 7 2 6 16 PG-0.16 FT. K 15 6 K 1 4' 2% 15 K r 1 .2% - - -- - -- 2� -- CUT EXISTING GROUND 2% � 2% LEGEND PROFILE GRADE FI LL 15 COMBINED CONCRETE CURB AND GUTTER UNDERDRAIN SEE DETAIL UNDERDRAIN SEE DETAIL TYPE II, SEE SHEET NO. 18 THIS SHEET THIS SHEET 16 COMBINED CONCRETE CURB AND GUTTE R TYPE III, SEE SHEET NO. 18 2 TYPICAL SECTION - 136TH STREET © SODDING, NURSERY F STA. 11 +71 .47 TO STA. 13+00.00 LINE "PR-A" © MULCHED SEEDING TYPE "U" ON 4" TOPSOIL �° 16 16 K STA. 15+61 .67 TO STA. 18+25.00 LINE "A" K 2% -- STA. 21 +24.38 TO STA. 33+70.00 LINE "A" 0 4" DECORATIVE COLORED CONCRETE ON r STA. 38+75.42 TO STA. 39+75.5 LINE "A" 4.1 47 STA. 35+70.00 TO STA. 40+74.00 LINE "A" 6" COMPACTED AGGREGATE, SIZE N0. STA. 45+30.40 TO STA. 47+93.00 LINE "A" O MAINLINE PAVEMENT SECTION TO BE: STA. 51 +48.45 TO STA. 51 +81 .94 LINE "A" 165#/SYD. QC/QA HMA, 2, 70, SURFACE, 9.5mm ON STA. 54+65.77 TO STA. 56+ 19.29 LINE "A" 275#/SYD. QC/QA HMA, 2, 70, INTERMEDIATE, 19.Omm ON O STA. 11 +71 .47 TO STA. 14+00.00 LINE "PR-A" VARIES 12' TO 16' 330#/SYD. QC/QA HMA, 2, 64, BASE, 25.Omm ON CENTER CURB DETAIL 330#/SYD. QC/QA HMA, 5, 76, INTERMEDIATE, OG19.Omm ON SCALE - 1 "-2' O STA. 54+69- 11 TO STA. 56+ 19.29 LINE "A" VARIES 8' TO 10' 330#/SYD. QC/QA HMA, 2, 64, BASE, 25.Omm ON K1 TRAIL PAVEMENT SECTION TO BE: 165#/SYD. HMA SURFACE, TYPE A ON 275#/SYD. HMA INTERMEDIATE, TYPE A ON R/W LINE "PR-A" AND LINE A R/W 5 COMPACTED AGGREGATE, SIZE NO. 53 40' 40' 1 ' 8' 6' 2' 16' VARIES VARIES VARIES 16' 2' 6' 8' 1 ' 0' TO 3' I 0' TO 8 EXISTING GROUND F PROFILE ' 6 6 K 1 6 16 16 GRADE 6 K 1 I 2%_ 15 K _ _ K 15 EXISTING GROUND 15 4:1 CUT K 1 % TURN LANE FILL CROSS SLOPE 6- CROSS 4 . a • . I A GEOTEXTILE FOR • < G 'PG-0.08 FT' UNDERDRAIN SEE DETAIL UNDERDRAINS 6„ UNDERDRAIN SEE DETAIL THIS SHEET THIS SHEET TYPICAL SECTION - 136TH STREET NOTE: TYPICAL SECTION REVERSED FOR WESTBOUND TRAFFIC „ 6 STA. 13+00.00 TO STA, 14+62.59 LINE "PR-A" STA. 18+25.00 TO STA. 20±25.00 LINE A STA. 33+70.00 TO STA. 35+70.00 LINE "A" STA. 36+65.42 TO STA. 38+75.42 LINE A 7.00 LINE "A" GEOTEXTILE FOR UNDERDRAINS - STA. 51 +81 .94 TI STA. 53+6 ,° AGGREGATE FOR UNDERDRAINS 14" UNDERDRAIN PIPE, 6" LINE "PR-A" AND LINE "A" R/W R/W 40' 40' UNDERDRAIN DETAIL CURB SECTION 1 ' 8' 6' 2' 16' 16' 16' 2' 6' 8' 1 ' SCALE = 1 "= 1 ' EXISTING GROUND ' PROFILE 6 6 K 1 GRADE 6 K 1 4;1 '_ y 6 15 K r I K 15 2 2- � 2y -� %-.- EXISTING GROUND CUT EARTH WORK SUMMARY FILL FILL I LINE "A" & "PR-A" 9608 UNDERDRAIN SEE '',:DETAIL UNDERDRAIN SEE DETAIL 25% SWELL 2402 THIS ' SHEET THIS SHEET TOTAL FILL 12010 EXCAVATION TYPICAL SECTION - 136TH STREET LINE "A" & "PR-A" 6078 STA. 14+62.59 TO STA. 15+61 .67 LINE "PR-A" LESS UNUSABLE EXCAVATION 3432 ol STA. 20+25.00 TO STA. 21 +24.38 LINE "A" TOTAL COMMON EXCAVATION 2646 a STA. 35+ 0.00 TO STA. 45+30.40 LINE "A" STA. 39 5.50 EXCESS FILL 9364 STA. 47+43.00 TO STA. 51 +48.45 LINE "A" N � ° °p°00000 0000000p0 HORIZONTAL SCALE ROAD FILE °� 0!...R °OOOOOO RECOMMENDED Zr2"V7 CITY F CARMEL - -- 1.-_4, - - --- - - =.# '\ Ti FOR APPROVAL VERTICAL SCALE DESIGNATION T 0 136th STREET _ ESIGN NGI EER DATE 1 =4 0 0 O M o o o>' No. /0300110 •. o° ° 0 STATE of g SURVEY BOOK SHEETS 0 `'' ' '� DESIGNED: FS DRAWN: JJC --- -- -- ------ -- - -- - - .. NDIAH o TYPICAL CROSS SECTION SHEET 3 of �6 E CHECKED: CHECKED- CONTRACT PROJECT °0poo0 000p0°° JAR FS -- - DLZ IN A. LLC o � END PROJECT NO . DETOUR ROUTE MARKER ASSEMBLY BEGIN PROJECT NO. STA. 56+ 19.29 LINE "A" STA. 11 +71 .47 LINE "PR-A" 11 Q= DEER LAKE DR. �� XM4-8 w DETOUR 24" X 12'> DETOUR 24" X$ 12„ V4U COLDWATER DR. D p� m TWELVE OAKS BROOK MILL CT. �- 136TH 136TH STREET STREET 0 J G� U SUMMER HI. v V CD Qp z cn Q O .� o p F ?� A C 2 1 M5-1 (L or R)S M6- 1 (L or R?S FOXDALE LAKE DR. 21 " X 15 21 " X 15' 4 ' O ® 6 ENLEY CIR. ® O 3 E 136th ST. SMOKEY ROW RD. ...... , .. . � o o © ® D ® I w 5 3 XM4-6S ® 5 6 DETOUR 24'4 X$ 12" END 24 X 12 m = PATOKA PL. g Q O�81 0 U)q IRA WA y 1 2 A ti� y D 9� a 136TH DETOUR XM4-8 C SHADES CT. STREET 24" " X 12 0 C G� 136TH o MpuNOS STREET 0 J M6-3S w 21 X 15" rr w �� M5-1 (L or R)S cn z o 21 " X 15" C a Gp� O X4 x `p �Q ❑ C �Q` ozc C B CONSTRUCTION SIGNS, TYPE "A" w B B W 131 st ST. �■ .� �� Al _ �0 ROAD DETOUR END w C o A qE� p AHEAD ROAD WORK G� w m OJT XW20-3 XW20-2 �' � 36" X 36" X8G�20 2$„ U NOTTINGHAM CT G� 0 36 X 36 G, J CONSTRUCTION SIGNS, TYPE "B" 0 O a CONSTRUCTION PHASE 1 XM4-10 (L or R) 48" X 18" LOCAL DETOUR ROUTE ROAD CLOSURE SIGN ASSEMBLIES NOTE: ALL SIGNS AND BARRICADES TYPE III—B BARRICADES TO BE PLACED IN ACCORDANCE WITH 0 3 THE LATEST EDITION OF THE INDIANA O 6 5 w MANUAL ON UNIFORM TRAFFIC ® TYPE "A" CONSTRUCTION WARNING LIGHT V ROAD CLOSED AHEAD ROAD CONTROL DEVICES. m ® TYPE "B" CONSTRUCTION WARNING LIGHT LOCAL TRAFFIC ONLY CLOSED R1 1 -3 w R1 1 -2 o M 1l TYPICAL CONSTRUCTION SIGN STANDARD 5' X 2'-6" 4' X 2'-6" 0 0 O wo tn ROAD CLOSURE SIGN ASSEMBLY , HORIZONTAL SCALE FIL_____ p4aa0000000000 °° R� CITY OF CARMEL N/A — °° LA �o�gTF. RECOMMENDED � STREET VERTICAL SCALE DESIGNATION a 0 o° o0 �, h `� Q� �Fo . FOR APPROVAL 186th STR - ` ESIGN NG NEER DATE N A 0 o No. 10300110 0 SURVEY BOOK SHEETS o STATE OF o FS DRAWN: J J C OF TRAFFIC _ _ --_ 4 ---of 7 6 O bpd oa •: � 'o !NDIAN�•'' DESIGNED: MAINTENANCE CONTRACT PROJECT _ ° � �- 04-07 °� °° �s DETOUR PLAN PEASE I - - - o0o nap° CHECKED: JAR CHECKED:-- o _ DL IN�Y� A LLC 0 BEGIN PROJECT NO. END PROJECT NO. STA. 11 +47.47 LINE "PR-A" STA. 56+ 19.29 LINE "A" DETOUR ROUTE MARKER ASSEMBLY DEER LAKE DR. v� COLDWATER DR. DETOUR XM.'4-8 DETOUR XM4 Xs 12" 2 X 12 o POD m TWELVE OAKS BROOK MILL CT. Y O 136TH 136TH 0 w c STREET STREET G\- J� QG PG's SUMMER HI. vlv� V cJn QO�O z cn v �O+ ?� A 2 � 1 3 5 F/ FOXDALE LAKE DR. M5- 1 (L or R)S M6- 1 (L or R)S ENLEY CIR. g 21 *p X 15" 21 " X 15' , 4 ® ® © © 4 ® O SMOKEY ROW RD. ® o E 136th ST. � 1 500' 1 OD w 5 ° °° a N DETOUR xM'4-s " END xM,4-6s „ 1 2 q B D Q Fp�� C-) PATOKA PL. Z7i 24 X 12 24 X 12 O,y cn IRA WA �9l n SHADES CT �� 136TH XM4-8 C C STREET DETOUR 24" X 12" � 3 v v MovN°S 136TH ° STREET 0 r w U.1 M6-3S � } °R 21 Is 15" w co J z o M5-1 (L or R)S 0 21 " X 15" z (n C �5�� O O C p�'�� w B B C �P�G CONSTRUCTION SIGNS. TYPE "A" � W 131st ST. O 0 0 0 ci A. B ) O� ROAD C w g o QZ CLOSED DETOUR ROADNWORK z AH EAD AHEAD Q- G,� w G�JP v � NOTTINGHAM CT. XW20-3 XW20-2 XG20-2a yQ, col 0 36 X 36 36 X 36 48 X 18 CONSTRU CTION SIGNS. TYPE " " z 4 QO O Of a PHASE II CONSTRUCTION XM4- 10 (L or R) 48" X 18" LOCAL DETOUR ROUTE TABLE OF QUANTITIES (PHASE I & 11) NOTE: ALL SIGNS AND BARRICADES ITEM UNIT TOTAL ROAD CLOSURE SIGN ASSEMBLIES TO BE PLACED IN ACCORDANCE WITH TYPE III-B BARRICADES THE LATEST EDITION OF THE INDIANA CONSTRUCTION SIGNS, TYPE "A" EACH 6 MANUAL ON UNIFORM TRAFFIC ® TYPE "A" CONSTRUCTION WARNING LIGHT CONSTRUCTION SIGNS, TYPE "B" EACH 2 O5 CONTROL DEVICES. P ® TYPE "B" CONSTRUCTION WARNING LIGHT STANDARD BARRICADE, TYPE III-B LFT 268 ROAD CLOSED AHEAD ROAD 0 w DETOUR ROUTE MARKER ASSEMBLY EACH 17 LOCAL TRAFFIC ONLY CLOSED N J O 0 o LL TYPICAL CONSTRUCTION SIGN STANDARD ROAD CLOSURE SIGN ASSEMBLY EACH 8 R 1 1 -3 RI 1 -2 o 5' X 2'-6" 4' X 2'-6" ROAD CLOSURE SIGN ASSEMBLY pO'�00000co00000DDD0° Q�gR 9. ° RECOMMENDED 2" 0-07 CITY OF CA RMEL HORIZONTAL SCALE BRIDGE FILE o n r. o°° Q� FO'• °°o FOR APPROVAL ' 186th STREET VERTICAL SCALE DESIGNATION ` ESIGN EN INEER DATE - -- _-- N ° No. 10300110 N/A o � o °°o STATE OF o° IA 0 DESIGNED: FS DRAWN: JJC MAINTENANCE OF TRAFFIC SURVEY BOOK _ 5 SHEETS 76 0 JAR FS DETOUR PLAN P8A$E II CHECKED: CHECKED CONTRACT PROJECT DLZ IN��A LLC 04-07 CURVE DATA J APP. & EXIST. R/W J 0 -J It-' F � � _. _ _ I I \ P•I. STA. 13+00.00 LINE PR-A - w LEGEND co • i ' f-¢V " d•cn a- N 7 N c. O N O `7- O h 'r �c, a N a- O O 0 .vi rn oz u O O • f f I r I � N Q) D = 00 55 52 LT. 0 o SE 22, T18N, R3E O Oi m L�:�; f of �� c\,�., c,,� r-\ U CO m Iv �� y,� > U �, w � M _ R _ 10,000.00 LAY TWP. � + ,� I� 15 COMBINED CONCRETE CURB AND GUTTER T 81 .24 �- HAMIL N COUNTY �' _ TYPE II - - �� 03� - _ - ____ _ __ _ r- r = _ � ' _ ,_� _ CONCRETE URB AND GUTTER ---- - - -- --- 16 COMBINED C I �, rn o - - - - -- r _° _ _�._ r �c. _ _ _ -- ---- - -- ----- - r - TYPE III �„ E 33 _yy� o ! . 4L Wei j' � - W �r Q P.T. STA. 13+81 . 4 LIN-ER 'PR-A' z I z Q �\ z 17 MAILBOX ASSEMBLY z = : - - --- - -- ° �CONST I 5A w_ { ° , � _ --- _ w ITS O - =Z I 30' DU & SSE� ' Y, / 4 Q _ -- - + --- J I / •y F ------------ ___-- _ F _ CONCRETE CENTER CURB TYPE D t ❑ -----___--- _ C g1 N.E.P.L. F F❑ F❑ F❑ F❑ - F❑__-____Fp- — F❑ T -- F❑ F H—F �— Ens F b F❑ F❑ F❑ �� - ---- z � --T SODDING, NURSERY --- l 6 G, �R MOVE \ a r =_-CO# Ci ITS �_- CHESWICK PLACE HOMEOWNERS ASSOCIATION, INC. o Q. �� - r: u ;pass -,- REMOVE r- v w PQ > ��M ASPHALT z ,-- _ + z > _ I I- D MULCHED SEEDING TYPE U ON 4 TOPSOIL - P.C. S'tA 118.7-&-t-FNE P# =A APP. lF & EXIST: 40 R W p 6 Q_ = - coNCRErF - Tv rv- o I � � ;._": � --'�L-� CONCRETE � - --- TRAIL W w _ _ w --— T ,1�_- -- - --�- - --- -- - c� >,REMOVE I i - � `- - + m - w —�C- _ _ - " � S{ T R, N 0.A01 ` , -- P.O.T STA. 1Q+00.00 5 NAE SIGN (R4-7) ONCRETE TAPER & -- - - - - - ASPIIAL _ - cone — — — — - - — — — — - _ _ T --- �__ - � -- - -- - _ - - --- - - - - - - - - - - - - - W CEMENT CONCRETE PAVEMENT FOR / c 6 COMPACTED AGGREGATE, ' ' ' DRIVEWAYS, ON BEGIN PROA�T a h 5 - - - _ _--- — - — - -- s, p - -_- - NO. 53 00 Ass SIZE K 1 ,;' Lo \ P.0.T. STA. 1 1 +71 .47 LIN R __ _— 15 �i p H ROACHES TO BE. _ Al xI__ _ 6 _ g - — -- - 165# FOR APPROACHES TYPE B ON - -- --- - - - - - a (n � ,asPria�r ' N N, E 1 4 �\ I,II a ,� N 15 N 16 136TH STREET + K 275#/SYD. HMA INTERMEDIATE, TYPE B ON �� II A A_,. HAf_l K LINE A -- 990#/SYD. HMA BASE, TYPE B 28, 1 R3E -� - � - II g•� 1' „ \\ _ -_ cv N A A3r4' 2" 16 w OK MAINLINE PAVEMENT SECTION, _ _ ET. -- — - _ �54 - _ - 6 - -- `- -- -- --- - — - A�- GAS - GAS T GAS TTC GA -- - - - - - -_ - -- - - - ---- -- - --- - - -- -- - _-- -� - --T� -- _ T T c =- ❑i� --- ❑F�L TRAIL PAVEMENT SECTION GAS ° ��\�-- ❑N� -- - - _ -- - H -- -- SEE TYPICAL SECTION SHEET - 1R H ❑ �H_ LINE 'P ;� ❑NpNE- ' r -- - _ — - / � nl- � 15 E��.ist pole has been removed K U � TR I �% CV K � ;�� E r'p �e has he ��rer�?vee 15 _ - - _ _ - - `� �Rnss w �_= '_---- -_ - - - (D CONCRETE CURB RAMP (LETTER = a INDICATES TYPE), COLORED CONCRETE K 1 (n 00 K 1 ❑��EN� C r 6 u crf L1-JJ, - 3 S 1 4 P.O.T. S A. 10+00.00 INE PR-A - ------- -- - --------------- --- - - ----------- - - --- ------------------------------ ---_--- -----___ ---- --- ---- „ --- EXIST 40' R/W --------------CONST. LIMITS � � ----------- --- -- 'i� ,` ,, 0. O.T.3STA. 10+00 LINE A , 3.25 RT. w w \ `fi` --' 12+50,31 .87'RT.STR. NO. 3 50 R/W J CONST, LIMITS - } MANHOLE TYPE C-4 &350 OF P.1. STA. 13+00.00 LINE 'PR-A' _ �� 50' w 6 12" PIPE REQ'D za 0.P•0.T. STA. 13+00.00 LINE 'A', 3.25' RT. a z Q RESIDENTIAL DRIVE T. z -�\ JOHN S. AND JILL A. PITTMAN o MONUMENT TYPE C REQ'D. ° F- STA. 14+80. 0 CURVE DATA 12+50, RT. STR. NO. 4 3 I SEC 27, T18N, R3E _I ta �, w �- PROP SANITARY LATERAL z WIDTH=12 CLAY TWP. " P % MIN Q - P.I., STA. 15+00.02 LINE 'PR-A' a CATCH BASIN TYPE K-10 R- 10,10 zo HAMILTON COUNTY z -d o TO BE INSTALLED BY ° e = 00.55'52" W/„CATCH BASIN HOOD & 9' OF 0 O 12 PIPE REQ D v w ° w OTHERS o , R = 10000.00 + m J + m P.C. STA. 14+ 18.78 LINE PR-A N 3 °o o T = 81 .24 12+50,LT. STR. NO. 5 I z + w L = 162.49' INLET J-10 & 43 ' OF ~ ~ ti � � Ct � � � � � ct � � � � � � � � � Gt � � � E - 0.33 ,� , a � v Sao L ti F ti. Y k ti ` �. rn a o rn rn �, o BRAD AND SANDRA K LAWSON 12 PIPE RE Co o ro rn O ,J' O ''^ O N �^, n o n J n w o , n I �� rn �i =i "� of n: a= �i �i '�� d C> ai �� cp - i o- O�;lr; Y_ �- x 0 12+98 26' RT S _ i� "'l R� o n Ui '°t V r� �o N N O O^N�� rn O a.vj �..� .,fl O oo '7 v of O a. a- m - �� O O co 'E- O v� ., ni.� +`-r r-� "� `_i 4� <r �o O �o �rj a� ri a- o, N ^> �� '-o v '-� + + rn °, �� » , O o O w O � 4 1 SAN CLEANOUT STR & 23 0 h o �� - � _ � � � 6 PVC PIPE REQ D p \ w o o , o � w w w w w w w � .. RELOCATE CLEANOUT TO Cc,m - W J ALL TOPOGRAPHY ON THIS SHEET DESCRIBED FROM LINE A AND ALL R/W ON _ 2 _ n THIS SHEET DESCRIBED FROM LINE "PR-A” UNLESS OTHERWISE NOTED. 12+86, 45 RT. ADJUST TO GRADE. --- - - -- - --- - --- --- -- _ r - -- - - - -- - - ---i =- _ +- -- 14+ 52' LT S NO. 5A 905 _ - - _ - - - - _ - - - - - _ - - - - - - -- - _ - - - -- __ ---_ -_ - -_- - -- - -- - - - -- -_ .- --- - -- - - -- INLET TYPE F-7 - + - - PROVIDE 8' OF 12" PIPE & CONNECT - - - - - � - - -- - --- - - - -- - WITH EXISTING 12" PIP 900 - - - - - -- - - - - -- -- --- - - - - - _ - - ----- - - --- - - - - -- - . - - - 900 895 EXISTING STRUCTURES - \\. N0. 101 REMOVE INLET & 28' OF 12" RCP - - T 890 890 - - --- - -- -- - - - - - -- - - -- - -- - - - - - - 885 - --- -- - - - -- - - - - - - --- - - - -- - - - - - 885 880 -- 880 - --- -_ - - -o - - - - - - - - __ - - --- _ - - --- -- -- - - - - - - - i,s., - - -- -- - - - - - _ �X5 - - -- - - -- - - - -- - - _ I N - Np - — - - d_ I t -- — - - - -- - -- - -- - - - - - - t - > - -- _ - -- - -- - -- t - - - - - _ - -- - -- 87_875 - - - 5 - Ik--Q O 0 10+00 11 +00 12+00 13+00 14+00 15+00 °°°°°%wo o000000000 �_ Z _ o HORIZONTAL SCALE ROAD FILE o M A w'� o°°°& o�sRF °OOOOOO RECOMMENDED � CITY OF CARMEL 1 "=20' F,-,F ��f, o o : o FOR APPROVAL s kcE ;T. o o 136th STREET , �. ��8s L ALE DESIGNATION o�� SIGN GI ER DATE -- - -01-1 r, ON PK P�P p�� NIP ° No. 10300110 J °o STATE OF N o° �% NE ��NE�, NE a, o DESIGNED: FS DRAWN: JJ� PLAN AND PROFILE $MEET - - -- - ----- - -- - "of �6 O SEC_18, ?I BN, PH Opp hO Io,' • � O� ° 0 6 P.O.T. STA, 10+00.00 LINE 'A' °OOOO � � O°° CONTRACT PROJECT ' °00pa o o�p0°° CHECKED: JAR CHECKED' FS LINES A AND 'PR-A' $TA. l0+00 TO 15+00 - STONE 1.0 DOWN DLZ I N 9��A LLC - - ---- ------ - -- - - - 04-07 - o o i \ _ _ \ CHESWICK PLACE Ll-LL L, o SEC 22 T18N R3E 1 4 L '1 y ` 1 ` ` 1 `` LEGEND O \� V Q o O HOMEOWNERS a � � flc � v � � O o� �, ^ <t Xi r^ `� V ^ \ m oo `r rJ 7 7 r cr V Ln C\ �C�o 0 �a_ CLAY TWP. ASSOCIATION, INC. Q Q � �� ,� � r. aN � A � c � �'v `7: i"j G O O O 0 � � `�' ` �' �'`' ' �'` 15 COMBINED CONCRETE CURB AND GUTTER �- HAMILTON COUNTY + PROVIDE 8' OF �> E � � I� - L--_j N � a �s Lc' �s Q ni �"� l._ o �o v �'>.o ol- u-, �- oo c� o v o h CID�, o �-rro ��)�� o�n o �� t 1 ��v �� 24. E PIPE & � � �� I 0 TYPE II y N �y \ Q� y y �� a - -_ _ �_ \ D CONCRETE CURB AND GUTTER �, .r� <t - _-- _:.---- - - -- - -- - v ir, '�chi T �� Cn C>G U G C cS> O n 0 YYY _ (��{� (� J s+ 16 COMBINED B I N E + t -I- -f- + �_ ---f ---- ----- +-- -- + ---- -.. ---- - - ---- -__ -V- 1 +1 t�T--WITH= -'i--- ---:h � ��T a OO G G O �: O STRH----LT-. -- _ _ -- _ - ------_ -- --- - ---- m ._ �1 �_ ,�, . r- - - — - _ - - _- - _--�- _- �___ -- - - --- - EX� PIPE. y w'� �� TYPE III -- ------------ --------------�7----------------�1._..- Lc:--- . .__ .-...-___---� -__ ----�__---------- - W �. -. _--- � O Q O �n�� L 4�.�k� Z --- ----- ---------. .... Cam— —�S r- ,1 l�r� A -�-✓_� ` -- __= ? _ __ - �- -- - �- -- - - — - - -- -� \ _ - 17 MAILBOX ASSEMBLY �- _ mm � mb �mm 1,m >- A� ACCESS ESMT TO CO. HIGHWAY DEPT, _ __� --\ � z z z ------------------U o --- �- 3o DU & SSE CHESWICK PLACE HOMEOWNERS ASSOCIATION, INC. 0 ___---^- --------------- RASS o Z w Q� N FO F[ F1 o J - - \ +47.92 J F❑ �; F❑ F l �- 18 ALUMINUM RAILING, SEE DETAIL SHEET # 19 60 ��=<-------------- --- �_ D p - X10 D & UE REMOVE -CONCRETE PATH e - SODDING,__ - _ ❑- - = - --- ---- N NURSERY F 1 _ FO -- - - --E[� F❑ ❑ F❑ F❑ F-❑ — - _ NA � ' G, E ' MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL R -J ;''` �` F REMOVE HYDRANT AND �- m HATCHED,'AREA `I,NDDICA`, a `\" w O Z U & LMAE - -J - - - MUL '�.,�isJ, __-- - _ CONST. LIMITS +22 �'� 78 TOMS OF RE�ETM �.- 0 � z � 4 R W 20 �_ \. �� • = P �,\ - -- 1 \\ - 7 f9 CON LIM]T-S \ P �� c EXIST. 0 R --J C ' •, , _ __�J \_ RIPRAP OVER 8 SYS ° , R �-_� I �` _____ - -� \ CEMENT CONCRETE PAVEMENT ✓r— _ U � :� 20' SLE & LMAE ___-_- ------ ------ z ---- GEOTEXTILIES �� _ _ T = T - -- _ - _ __ _ -- - ------�r DRIVEWAYS, ON 6 COMPACTED AGGREGATE, i T _ -- ------- --_ - -T -- T - -- - -✓ - -- - -- - -- --- - SIZE NO 53 C V C T�G - -- _ T �J — — — -- - — — 5_NAE- — - -- -- -- - i - c�vcRFrF �(_ �/_ �QE E G \ �1A - - - K 1 T _ �-' ' Too J 7 K1 - - - _ - - -- - - - --w .- - - W-- - - - ��- -- - 1� IAN - . - O HMA FOR APPROACHES TO BE: z D �� W W ��, �P� IP & EXIST 40 R W y A T D Ww W ,w> BRIDGE ',, , - , - 6 165# HMA SURFACE TYPE B ON ��,, CONCRETE --- - \ - - GRAVEL SHOULDER - - — _ — — 275#/SYD. HMA INTERMEDIATE, TYPE B ON - - -- EMOVE 22 990#/SYD. HMA BASE, TYPE B - � - cfl N XISTING 15 _ -- K 16 �n \ G 16 15 K ASPHA/ r 136TH STREET 16 K -- cz — - -- F - _-_. ____ ._- -- \ 4" DECORATIVE COLORED CONCRETE ON N - - - LV�RT� - --- - - - -- - - - - - -- -- - -- --- -- - - - - - - --- ---- - - - - -- — - - - 6" COMPACTED AGGREGATE, SIZE NO. 53 K LINE - - -- - _ __ - � - - MAINLINE PAVEMENT SECTION, ° 'S4" - - - - ----- -- - -- 9 29 4 9 54" E AsfHA�r SECTION LINE c° �� 16 INE 'A' — ,\,� 15 SEE TYPICAL SECTION SHEET. N 89 2 — __ as \ _—LIN PJ3 GAS A�- - -GAS - __ _ _ _ _- - --- " E - -- - -- — —� HE Gam— oHE- -- off �G � ONSHEET. s K1 TRAIL PAVEMENT SEC -GA-S — - - - - --. - - - — ❑HE.'- ❑ E -- _,, ❑HE --}; — - 0 - - E-- N - L �� 16 (.0 15 ; 24 K SEE TYPICAL - ------T ^ 15 0 --LXist � 6 K 8 K „ CONCRETE CURB RAMP (LETTER ASPHALT `° ---c; - ---o - -� ----- - --- --o- ----- -- — INDICATES TYPE), COLORED CONCRETE 4" CONCRETE SIDEWALK C ------------------- ------ --------------------------- ----------------------------------- --------- --------------------\-. 18 _ s \\ ' __ ` 17+401 34'RT. STR. N0. 1 6 ______----- 2 CONST. LIMITS�f --- ---___-. ° ° \\ __ - MANHOLE TYPE C-4 &138' OF 34 0 ? 50' R/V1� _ 18" PIPE REQ'D , --- 50 R W +78 - - a�-, 5 '�0 � � � °'' °� �- � a AND RCP END SECTION REQ'D P.I. STA. 15+00.02 LINE PR �A - / R ��- - \ CONST. LIMITS P.O.T. STA. 15+00.00 LINE A ~ 50 MONUMENT TYPE B REQ'D. w = U) c� _ ' o w 19+32,34 RT• STR. NO. 1 B ►� STATION EQUATION: w RESIDENTIAL DRIVE Rl� - _ - MANHOLE TYPE J-4 & 41' OF P.T. STA. 15+81 .27 LINE "PR-A" BACK = STA. 18+ 3. 10 ,� HATCHED AREA +94 cv +3�4\\\� 30 PIPE REQ'D » ►� i WIDTH-12� INDICATES + 80 \ AND RCP END SECTION P.O.T. STA. 15+81 ,24 LINE A AHEAD N t 0 77 TONS OF 80 MICHAEL D & MARY E FLEMING V) R=10 ,10 `,� 0 z REVELMENT ACCESS ESMT TO 'CO. (GNWAY DEPT BRAD AND SANDRA K LAWSON z w I LO c� RIPRAP OVER � � � ,� RESIDENTIAL DRIVE RT. 16+00,34'RT. STR. NO. 2 z W 77 S1t- = �� R/W 10 TONS OF �� ,�t �> > + m GEOTCTILIES \ STA. 19+53.67 MANHOLE TYPE C-4 &140' OF \ ° = REVETMENT \ c \ „ , o ^ CURVE DATA RIPRAF OVER WIDTH- R=10 ,10 18 PIPE REQ'D PI Sta = 15+00.02 10 SYDS OF SEC 27 T1 8N R3E - GEOTEXTILE N 6 16+00 RT. STR NO. 6 L 00 55 52 RT. o R = 10,000.00 I CLAY TWP. o W/ CATCH BASIN BASINP HOOD 0& 9 OF HAMILTON COUNTY PROP SANITARY LATERAL �� REQ'D T = 81 .24 \ 6" PVC @ 1 .0� MIN \ - 12 PIPE L - 162.49' r s V TO BE INSTALLED BY 7 16+00,LT, STR. NO. 7 E - 0.33' 1 OTHERS ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE A UNLESS OTHERWISE NOTED. D INLET TYPE J-10 & 50' OF - -- - - - -- - - - D 12 PI E REQ D - - -- - -- -- - - - } -- - - - -- - -- - - \-- 0� POWER POLE STA. 19+41. 19 R . - - -- -- - -- - - 1 -- - - - -- --- - -- - --- - -- -- + - - - -- - -- -- - ---- - -- --\_ - - ELEV. 888.56 17+40,RT. STR. NO. 8 900 --- - - __ - - -- _ - - - _ _ - -_ --- - --_ --- - --_ - -- _ A S - _ - - -- -- - - - -- - -- \ W/ CATCH BASIN HOOD & 9' OF --- ---_ -- - - 12" PIP REQ'D -- - - - - --- -- - - _- _ _ - - -- - - - �_ - -- -- -- - - -: - - _ -- 17+40 LT. STR. N0. 9 - --J- - -- = f=- - - - - - f — - - - - - - - - - - - - - - -- - -- - -- - -- - - - - --- - - -- -- - - 5 NLET TYPE J-10 & 50' OF 895 - - --- -- -- - -- - -- - - - _ - -- -- -- - - - -- - - - - - - - - -- -- _ _- - - - - - - - 12 PIPE REQ'D -- - _ - - - - -- - - -E - - - - }- __ - _ _ - - - -- - -- - -- - 19+32 RT. STR. N0. 20 I- -- - - - CATCH BASIN TYPE MOD C-15 W CATCH 890 -- - - --- - --� -- - - -_ - --- - -- --� - - -- --- - - - - - - -- - --- - r- - _ SIN HOOD & 9' OF 18" PIP REQ'D - - - - - - - -- -- - - -- -- --- --- BA - - - - - - _ - - --- - - -- - -- - - -_ - _- -- - - - - - -- -- - - 19+32 LT. STR. N0. 21 - -- - - = ____ -- - -- - - 12" PIP REQ'D 5 - - - - -- - - - - - - - - - - -; - E 885 -- - 19+24,LT. STR. N0. 22 12!�-i9PE—FR M - -- - - -- --- - INLET 1 - - - -- E - - - - - -- - - 12 PIP REQ'D - - -- 880 880 - _ _ - - _- - - _ 9+24,RT. STR. N0. 24 - -- - - - _ •� 24 -4----- - - - - - - - - - - - - - 1 _ - _ ?__ +0 INLET TYPE B 15 & 8 OF - -- - - - � _. - _- --- -- - - - -- -- - 1 Z PIPE REQ D -L- -- - - - -- - - - 875 -- _ - -- _-- - - _ -_- _ - - - - - - - -_ - - - - - _ - -�- - - -_- - - - -- 18+50 STR. N0. 68 - - - - - - - \-- - - __ -- --- -- - ---- - - -- -- - - - - - - -- -- - - -- - -- 12 X 6 BOX CULVERT - -- - — - --- - — -- - - - r -- -- - - - - �- } - --- — --- -- -- j_ 3 -- - -- -- -�-- \ t� - - -- - +- ---- - - — - - - - J J - - _ _ Q - -- - t --�-- - - -- - _ _ -- -- --tom_ - _ f -- - 18+59 28.8 LT. STR. N0. 21 A ° d - \ - - - -- - --- - -- -41i-' - - - - - - - -- - - -- - - -- - - - - - - - t - - - ---- - - - - - - \- �_ - - - 8 70 21 A _ 870 - -- -- -- - a \ - � - - - -+ _ '_� - -- --.- - - � _ - -_ c�c� oo -- _ �-- - _ - - - �-�- - __ � _ - - - , -- -- -- - '_\ � MANHOLE TYPE C 4 & 42 OF oU 24" PIPE REQ'D 15+00 16+00 17+00 18+00 19+00 20+00 00000aoa000000 HORIZONTAL SCALE ROAD FILE o a- oo�°°°,°LpO�►• R� °pOO��oO RECOMMENDED -Z-off CITY OF CARMEL _ - 1 „=20; --- - -- -- - - - - -- o , ° : Q,�,SrERFG'': op FOR APPROVAL ° " ° 186th STREET VERTICAL SCALE DESIGNATION 0 0 ESIGN NG NEER DATE 1 =5 a M ' �' No. 10300110 • o 0 o N °oo STATE OF :• o° O moo ••'•••..!ao,AN►� :, oo�° DESIGNED: FS DRAWN: JJC PLAN AND PROFILE HEET SURVEY- Boo - \--sHof Ts76 - a ��Op �M�AL•�►•"°0°°° U- °00poopp o op0° CHECKED: JAR CHECKED- FS LINES AND PR'A N STA,, TO 20+00 -___--_CONTRACT _ PROJECT DLZ INUQ�NA LL C � � N A 04-07 o Date: Feb 01, 2007, 10:57am User ID: DLZ File: M:\proj\0463\0303\Pions\200-RCp03002.dwg W W 00 (W� oD X v J W W �LJ �lJ O=N m V� O Cn O Cn O Cn + D N J5' o 0 20+00 `�` j I� -� 48" H 2O+09.4547, 6/.6239 r7 C ?_4 SUS 20+11.2791, 60.6932 FT L BUSH 0+15.411 7 68.6535 FT L "9 T FT �1 F TR +14 3 33.7158 I -. ", A I 1 R 0 839 " _E 2 1 � +177 7 4. rF L I , � rp i � SAN. '�A HOLF 20, 0 8, X523 I 1 i I j I 7 a -- 2 i I I f � 8 BUSH 20+'�,9455, 73.9396 FT L +20.00 - 1 48'-BUSN__20+225412, 77.6578 FT L 24' TREE Zo+2 .3576, 49.7192 Fr R END SHAPED 1 - � �r�2-F-r l +25.00 I 'A 27.3789 -73 7,49 FT L 9" TREE 20+27.5,789 26.2355 F7 R ` - Rl KLE +2 .J467 65. 846 FT L CONCRETE I 4 I BU 2 +28.0053 70.5436 r7 L I � I 'I „ Z 7 z r � _ a F, � \ - I � TREE 20+3.2783. 6.,.41 ., R ( 1 �_ , � I �d+31.0023 -73.G0J0 Fl r 100 1 I� 1 • �I BUST V20+3.949 7 77 9684 FT L 1 1 I --4 °-RUSH 2O+34 9730, 72-9-100 FT n < ,7 I I - 6930 FT R I _ I :r c i I >" ,.REE 20+4,.1994, 44„12,5 FT R I _ SIGN ?G 4 926 E 5 FT T S 5. , i h 7 � T 1 1 R �4 7 n2.3.368 F R Ec ,_� r�2J 7 r �v � I � I r ^ T _ 15 I 2'" TREE 20+55 3897, ?6.6247 FT R Z / i \, _ � i - - �+43,5 T - I 5/�N 2v 136 60.9,98 _ I I (n 1 I 1 Z INLET 20+54.0544, 7 L 4959 FT L I! I r I D I G O 1 1 l � i D CHESWICK BLVD R°� Z i. N 1 0 I i I� I I N I I T , t n a s �� 7 r7 IN +� l_ I LEr J=� 9 0.,9C , �7 + N I �✓IA1L BMX %0 9.5.l 177, ,6. 8�5 FT i I �I � rn _ I 0 ' 0 F � I 530,102 I I i i ,I � � ► - 1 l I � SIGN �1+10.4016, r L `H 1+� / 4 FT 6U� 08.0292, 6.665 fT1 � I 1 i Z - - I � � I �� TREE _0+84.4906, 58.7874 FT , 1 � � f I I �8" BUSH 71 408.6923. 72.2399 FT L + ! � l'," TREE 20+;_5.0210. 39.6203 FT R 1 C� N 1 r (� 1 ) �Jt c� 9 I ?4' HUSH 21 f 1/2034 78,467&' FF L U'1 1 t+ . I _� 24' BUSH 21+i _�86, 75 215, FT 1 r - - - I � c' r �l =_ � USH 21+ ?.5524, 72 Z0�r F7 1' 1 - r 1 E _7 ,'25777, 116.5880 FT l 1 p 7 r9/ "7 4F T R ?4' FE _0 _ c_ G7 11.>6 F J AA`` ,V 1 1 i � I i I I rn - - I i I 1 1+00--sro "rG..811 ;,'.=921 �F R ,->� 1,,- i 'I i _ 4- ,(� �� - G, / CJ. � I d� �, �T I � 12 7REE 1 � � ,._ 4656 r R -t FWP '1±C� r44 07 r` i 1 1_ TREE +1'8194 -7 0,05 F R ' BUSH x-,1+15,6054, 72 99E5 FT - 11 1 LVE ?l4 14.X30$ 35-8?;9TF C i � � I+l�-4 1 1 Y�RANT 2 0 0 35.. I I �- I I 1 _ r 1 _ ;' BU 48„ BU- +2? is 30.590 9 FT R \ 1 _ _ I 1 + .38 I 1 d' H 21+_.5.92 7! /7/1F, _ =i r l 7 F R R 1 8 �.,t3�0?4 � EE _�. 2 1 I f'1� � R 7 I � i eusH l 2� _ ._ 0868, 99.3160 cI L 1 7 � BUSH %2+_8.4012, .2.1876 FF L 7 i 4' '21 I B 3 9 +29 i � 1 1L,SJi 7 3 h 1 -mil s; - 1 �4' H 21+30. 70.75�� rl B 0559 i I 1 U5` , I c - _ 1 00 I .I ! 41�„ BUSH ?1+33 9769, 55.91n �F L r r 07 1t r"'t�l I I � r / � 14 BUSH .1 34.6657 E6 5� L 5 rRF2 _,+49.x;7 , 8.,.4470 F; R :� 1 _ � I� 'I I �� H 1+ 5. +77 61.4 4 FT 8° BUS 2 3� 0 9 8 1 1 r I I '4" BUSH Zr ._5.4947, 5 5. 07 FT L 21+36.2697, 49-=55 FF L r--� - I z - 1 1 '�_4 R . H 71+ 7 25 4 7.3997 FF L c n �r 8 _US 3 _ 5 . 5 1 I 7 r R 'R + ❑ 2' / E� 2. 6,..�Oc 3. 34 Ss 5 , j � I � � 1 � � I I �I' I � �72" BUSH 11+378024, 65.�SOi FF 1 I 59.167," 48 6240 FI L 1 , I I I a8° BUSH 21+39 2624, 55-7-75 FT l I - . T I + � � � � a» _RFF �69..... 8. ��6."214 FT A - 1 1 Cr � � , 1 1 7 _ __ 'r'r-1,;.76 i L5 r, I ., 8" B � 8_ 5� 0 I i __ II n: - q ^r ;r I 1 - I 3' Tr�v9 2i-48.323=1, 602308 FT - �' �_90E R �1+58.9472, 73.8077 FT L i w. 1 _ ' ETER 21+74.5271 -61 7�3 FF � li I - i 2 2 � < 6 i 1 I D 1 ll I I t r u I I I 1 �� T� �r+84.r 500 55..,..8� , r I O , +90.2 '9 .5.9,, 7 r, R 1 �'i �I � � rn'' , r � WEE 2;+87.7945, 74 4.36� , , ,_ Q -REE °1+92. 710, 78.7001 FT R I ) ;I;1 / 1 ` ',5" FRFF . 1+97.5327, 58.5549 FT 1_ 11 � 7 a F r _ _ _ _ _ � � � � I 6'" REE _1 t_9.6885 ..,.0086 L I , I I , R 2�5 1 1. +9 1. C.66�6 r T R (JII per, • P v 1 _r ; I - 22+00 �, �F _r 1 �q r rn '� � r � -1 1 R i I , 8. l' I I I' O • 7 " it - �2+06.3869 70.0;86 FT O to I _ REE 22+1/,3925, 75.5660 FT L - - 1 D C7 N I TREE 2 2+12.5 272, 56.1080 FT L F t r r fV a _ i s � I y 9 k 6 i �_ F, I m DI ! 1 I �' FREE 22 1 24.3497, 76 / 2 5 FF L Tp.c %a4F 671.8335 VF R O c _ + 1 C7 I�1 i Z 1 I I , O I I n oo t 1 II r*1 I , I z Z cn � . - FE __ .b 8 3 9;09 L C 1 r • ;REE _2+30.556.3, 76 'J3 FF L - - z - ; -� v t c� O� 7nC .4' TREE 22+58.801: 61.148 FT R (� I Z m � 1 fTl -/ 22+48.3965, 772629 FF l i 1 1 I :IH C7 j ! I �� ✓ t I I fT1 _ EE 22+52.6359, 61 4,12-5 FF L EE X95• 5 -� 5 7 FF R "R t _98.. , t I i I 14 I -I � � • 2 ' I • 1 � � I II Ili T F l I RFE 22 -0.4574, 77.8222 FF - 74 4 116 FT R 1'' ,R ^+ 5 �J 9 h 1 i � f I fTl I I I ' �.R- +6.,.0487 81.448 FF R , b tE _� I I I , III I I 8 16 6'1 16 8 � I � V, 3"i REE 22+70.4?40, 59.6.,58 FT ''� I r 7 7 = - - Ft + ,.21 3, ,8.5a7s , , I T rc � ,.- 'a r � r N I � c i I . I I I h I I I I , e EE __+7b.�814, ....8062 F P, ,� 1y 1 f I � �',� r EE 521, 65.��18 FT �r f I � I TREE __+7�..495J 54.4787 , R � � • 4 � � o -44- - TREE 22+79.0508, 61.4692 FT R 1 I �rn - - z K (� h�'rREF _2+80.5087, 77 6745 FF R •• ( �, I ;! y C'� 5\ 1 EE «+86.8773. 79.v55,� FF L i �' -2+35.0140, �, R 1 I '77�' I � I E � D _�+a8�693 -60. ,-�8 Fr L - 1 � i I I _ TELE B0k 2_'+86 '--14 2-.3428 FF R 1 I O �� ! m� - F� +9/.!819, 6.?. rR04 FF L ti' T EE _ +94.5060, 79.5897 FF L i 1 578-144 FF E -,-24-00.74J9, . L i i i t � i I ..I I , �.. I I I i I ti I I v 1 - N - ! I �' i I i I 1 ' �I � I b; Z I ' + �� 1 D M 23+00 co " • �. i 1 1 1 ; cz- Q� _ �� cr / 00 I� + 7 r 00 � 4 0 0 1 a' E _3 �8., ��c.�6� 0 � I 00 0 _ D 0 O I , 0 0 - � 0 p 1 p o00�p0 J OpO00o IV O O O O I O O N.E.P.L. 0 o I7 , Fr ,I ti v1HN�1 `+ ,. 1 .3. . r 0 I I I S OL 2� 6 5 52 9--- z I x I o ♦: O t�: o I � :•v > CA p ----------------------- --- y - - ___ _ --------i=cD - = k=== _ ==r= - =`i = -_ III _ �_ 1� 6,., ?3+22.0358, 80.6787 FF L I - _ v r t7 m W --- o ( I ' I I I r Z /h;�oo � I 1 BOO •� �i ej'ar o° I 6� 23+28.3483, 726550 FF L RONALD R. MARBURGER 0 0 , o o 1 �,_. 5 4.. r o �� REE �:l_5..�04 64.5,340 FT L O O O O I 1 n o0 00 � N.E.P_L. 1 � � I I �° � 73 / �•........• �00� ; I I i , I I �I I I 1 1 � I l�'t ,6" REE �f 6.5156. .0636 FF _ D00 000 I z 0000000 - 1 REE 25+41.9000, 61.2617 FF C 6ZEE-2 f 43.5 678, 73.3900 FT L 1 v I i li - r� O Fri � � � I r _ - I-T1 Cn �J i 1 - s 1 , i✓ I 1 I � I I � r � 3 s �5 m R + Q, �Z-�' C , Z Q LREF _�'� 1.8920. ?y 9009 FT R 1 1 FTI � I 1 I ! CEL,3+55.4534, 26.84 D - - � � I I � �� I 3 .IREE '.54��25, 61 82�'1 Fl L Aj i1 I _ i Z � f I 23+65.6368, 58.7433 FT Z r I = 1 -� 12 FREE 23+74.5544, 69.4774 FT R 3» REE +15.2647, 6�.908� FT L FR_E 74.87 17, _9.9e« FF R • • I. m 1 t Z I II I I � (n - r 1 O q- - I I ❑ 5" EE 23+86.7372 57.65 FF L I I ,R I � 1 I 0 0 1 I I z N , I n o z � I ' 1 i ' I a � I '' I I ' I 11 � , II � m _ :C7 12" TREE?3+92.4945, 28.6893 F7 R II Z i II t O 6" F EE 23+94.7248, 54.5298 FT L F71 D - 1 • n rn �V -I- - I Q� D i 1 I I £ .. FTI Fri '� , .I�, --- 4d BUSH ?4+00 4540. 59-54-6 FF R r i b t/) I 1 �� 24+00 "�` BUSH 24+01.%505, :589 FT O I I I ,A I - I _ �i �I Et 2 5 I� < I �� Z �r _ iy L T1 I I C7 - Cn Z71 O I N � _ 1 16,6051-' rF cn '.1 -�, MAILBOX ox "4+ZG.224 .- c I e I r - I N)I -j o I 1 O I ti" 7EE 24+26.5124, 59.1676 FF L V Fri a OBI I 7 i I 0 co D n1 1 fTl C - 1 (>7 I 6" SEE 24+38.0204, 59.6'72 �F C7 O1 I E3 ?' 24+40.8413, 45.5429 F; R O 1 1 �I , TREE 7Z' TR-E +4 -;3 2, X8.535 F7 R I � m -\ r f T 5 4 r D 6" ,�EE 24+�7.5678 57.5 1I r r I I i I I f , I i � i � I 1 i b ; 16H 16 6 i II ' r I I ❑ - - _�_ Rb I T �-; I I � � i O I II I I I , I i ill I � f I I l � I 2 I I �'c O I I • I I IZ I i I 1 1 C� r >- _ 0 2 cn � ►� z I Ir 1� Z i li I. i 6' TEE 24+72.4904, 56.45_'5 ,�r1l�i I I I I I I I I ! tv I � I I , I D 1 I !'f 'O - 1 I (� �I , �I I -- lU,/ R15�R ?1+81.9G✓,, %2?563 , T R � t �li _ 6 6 Ul 1 I 6" Fli'EE !,+x35.1989, 6�-��s5„ FF L I I i I i ,- �- 1 1 1 � I ! C 7ELr, B�?.t" .4+8�8_r,a �?. 354 r I 1 r i I I -- - -. - - - - Z I a� 1 I I F 0 m _ r I o' TRkE _4+Src.X481 -67._3t385 _ I I I I � 1 • ❑ it AA`` I �I i I I I I � i i i 1 � I � I I i I 11 11 /� O 0 25+00 L04 t� + 891.30 y O ado r +'� M 00 00 Oo 00 00 00 00 z � � 00 00 O O ° c�, o c�, O cn O c3, 9 rn O O O co v rn cn m hI h X �I I J (7 Z C) CO -� (n K (n � II (n n C7 C7 Z O O mD m > N � m C O O D � O � O 0 < O O cs► cr cn z z rn < K r o z K mI N O co Cb �1 n n r r Z Z s O rn rn CID c:' '9 c Cn � � � Z rn = Z = Z O _I -,O �- �r��) _{ n m m -d D m O D 0 G7 X m m < n CA Z rn Z � m C-) < C� � n m D o IIv,D II III m O O n � � w z _ z _ m Om D � (J►- O (n Z (n '� I- N N -� N D N m C rn < O rn rn O O n C0 � (nolD o n C) C Nz cJ, Nmj N AD Z N tvr� tv\n rvZ O (nm (/> m � Z n p Z m Z Z Q ym �D D 'z7 O + N \n N = + + D = + _ + (n �mi W m -� m - (n fr- C7 Z Z rn D r <,.I rn C7 = + O n O 0 n C7 rn - Z ,-Cmj m CE) Z7 X D x rn m Cn m m P rn o0 D mr oo mm _ m rrn n � N -� Z - m G7 rn rn m N N m n ao 00 w cn w� O D p m p C7 m m � 70 � m J 70 c- rn = cD � � �' � � Wz m � D r � z ( Z � O C7 m rn Z m m � mN m 1 g? :E I-''1 m I rl � r O � rn � D C O >JJ D p` r O , D m kJ , O m (n O (n D � m � C C C C C7 C m C!) O C p Z D m Z CO Z I Z C7 = m n m r rn- m C7 �7 � M m a -0 I I O -� � Cn C� r T, (� (� 0 (� C� m m rn m C 00 o o o O0 -I -� o (n -I -1 0 -I n -i Z o z oI� p o � � � � o � � � � � � ° OZ � Dm OZ m Z Z 9 o m I z o O0 o Z C- Z oo Z Z Z O0 Z G� G7 G7 04 m m ID `-TIO 00 Z o0 00 O o0 m � c C C� • -,-I . -T, . m . . -,, �L m 0 O O cn 00 m D m m N �► m cn D 0 LEGEND C) 01 8, (7_) Q) 0 REMOVE FIRE HYDRANT & Q� q-) SEC 22, T18N, R3E COMBINED CONCRETE CURB AND GUTTER In 0 TYPE II CHESWICK PLACE + CLAY TWP. ,� �, 0) C) ` PLUG AT 1) cl s C13 Ll) ul 00 C7� Up C'� I�J �tiJ 03 t cl) HOMEOWNER HAMILTON COUNTY 4- -1- + + i- COMBINED CONCRETE CURB AND GUTTER 4- k I - + J k I- + cj ASSOCIATION, INC.N BRANCH VALVE ------- TYPE III Lo"�" , � �l CN ------------- CA ------------- C\, 0� C'�C�j C', C"A �lj (\4 ,I C,I Cli I f --------------------------- 4 B, I - __ __ - -- -,- L� ---------- ------------------------- -- B L MAILBOX ASSEMBLY INSTALL FIRE HYDRANT R. NO. I F 0 FO FE] STA 29+25, 41 ' LT. F 11 FG ALUMINUM RAILING, SEE DETAIL SHEET #19 FO F[I FO FD u a FO FE] F0 FO FO FO — FE] FO FO CIA z 0 _j + ccr z -j -k < SODDING, NURSERY 20' DU & SSE ASSOCIATION, INC. CHESWICK PLACE HOMEOWNERS ASSOCIA N.E.P.L. L!j 40' DU & SSE 1-y- REMOVE CONCRETE PATH (29) MULCHED SEEDING TYPE V ON 4" TOPSOIL CONST. LIMITS FrRE HYDR GRASS R RELOCATE CONST. LIMITS=' .��DJUST-VALVE ------------- CEMENT CONCRETE PAVEMENT FOR TO GRADE STA 25+79, 41 ' LT. r 4C APP, R & EXIST -------- - -------------- DRIVEWAYS, ON 6" COMPACTED AGGREGATE, SIZE NO. 53 GRAS, 6 APP. R & EXIST 40' R W W W w w w w MAINLINE PAVEMENT SECTION, w w w w @1 id�c 00 w w w w w w ------ SEE TYPICAL SECTION SHEET. —----- TRAIL PAVEMENT SECTION, ADJUST WATER SEE TYPICAL SECTION SHEET. EA 0 T T T T T T 42] T _T T T VALVE TO T T 45 136TH STR K GRADE T GHA-��L _S'�ULL,L H CONCRETE CURB RAMP (LETTER T f6 0 V_F m INDICATES TYPE), COLORED CONCRETE ASPHALT r 1-7 1 r 71 _TPPrl C 4 f_Flash;rq Sigrid 4" CONCRETE SIDEWALK LINE 'A' Flash'��,] Sc 1�ignd ASPHAL T ASPHALT N 89 29'54 E SECTION LINE----' I I aAS -GAS 'GAS t—___GA�s A'S GAS Eli p UHI 28+75 34'RT, STR. N0. 40 0 H F 0 H E Ell,+E UH-E flf-tE tlrlr- T(o E TR #3 6 T T T GHA S's T T r 7— j MANHOLE TYPE C-4 &162' OF T6M T T T T ��,(IHA K L F E 0- 24" PIPE REQD _T 6-- 28+75 RT ;--m k LL\L—6 IRA 2_, 7 2_ STR. NO. 41 CATCH BASIN TYPE K-10 & 9' OF 7 30 �l-7) K C 50- - R/W W/ CAP TCH BASIN HOOD 50' 12 IPE REQ D --------------- ------------- ------------------------------ 28+75,LT, STR. NO. 42 50 ------- CONST. LIMITS INLET TYPE J-10 & 50' OF -------------? CL C N 12" PIPE REQ'D W SHEILA J. FREIBURGER LMNG TRUST 0 ST. LIMITS ------- --- 10 , t • SHEILA J. FREIBURGER UVING TRUST --- RONALD R. MARBURGER �c!"'), Q� I 1�, Z� +73 27+13134'RT. RES"IDENTIAL DRIVE RT. SEC 27, T18N, R3E 80' 80' R/W MANHOLE TYPE C-4 &174' OF IRESIDENTIAL DRIVE RT. STA. 26+88. 10 CLAY TW P. 24" PIPE REQ'D STA. 25+64. 16 WIDTH=l 5' HAMILTON COUNTY 13.5 TONS OF WIDTH=l 2' C"- REVETMENT R=l O',l 0' R=l O',l 0' RIPRAP OVER 27+13tRT. STR. NO. 44 44 13.5 SYDS OF CATCH BASIN TYPE K-10 GEOTEXTILE W/ CATCH BASIN HOOD & 9' OF Ql 31 cl)Q,l-,'"1 12 PIPE REQ'D C6 cc) 6 Q-) Q311 "21 27+13 LT. STR. NO. 45 1, Q') 011 Qyl -10 INLET TYPE J & 50' OF cci -4- 4- + T 12" PIPE REQ'D Co Qp C\l 1�0 1,:�LC 1, PLI L ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTED. 25+40,34'RT. STR. NO. 53 ........... __ Tt3.M. J2: RAILROAD SPIKE IN SOUTHEAST SIDE MANHOLE TYPE C-4 &118' OF OF POWER POLE, STA. 28+,3,3.J5 RT. 24" PIPE REQD .. ...... ...... T.B.M. JJ: RAILROAD SPIKE IN NORTH SIDE OF 900 900 25+4 T. STR. N0. 54 -------------- POWER POLE 1 U TA. TYPE K-10 ELEV. 886. 12 CATCH BASIN W/ CATCH BASIN HOOD & 9' OF 12" PIPE REQ'D 895 STR. NO. 55 895 J t= �L4 25+40 LT. - -- - - --_ - -- - --- -- - - - - - --- -- - --- - _ -- --�- - -- --- - - - - a INLET TYPE J-10 & 50' OF ------ 12" PIPE REQ'D j-- (390 4 890 __44- EXISTING STRUCTURES 14 l mm _,_�l 1.f=1 o"%—f"%A_nr- vr-L/oL I./ i;rrlmvL (TTR. NO. 105) NO CHANGE REQ'D _J_ --- - _-885 _ __ - __ t (585 12 f- C-D Ili Ill.," flvv-LA;%ol.,l I PIPE—f, T __— _ -_ - () lr7 0 , 880 880 DIM lu It L W _VU. U010 j Z2 (375 + Q) T- t _�O_0SL 0) CN Lin 0 fn -ca 00 f 870 cl) o � 870 -+�-i --L�f -f-- t I Q) 0 V) rj 25+00 26+00 27+00 28+00 29+00 30+00 V) C E 0 HORIZONTAL SCALE ROAD FILE N a- Rl -o7 CITY OF CARMEL 0,,- %"`9`4�k RECOMMENDED oe 1 "=20' CN rn . , , FOR APPROVA 0 'it 1_41el��ll�" DESIGNATION- r�) VERTICAL SCALE 0 136th STREET A cl /6ESIGN //ENG(NEER DATE 1 "=5' 0 pr) No. 10300110 . 0 Lo C14 lq- SURVEY BOOK 0 STAr SHEETS E OF 4 FS iic J /,vo lot..• -R DESIGNED: DRAWN: PLAN AND PROFILE SHEET 9 of 76 �fOO0000000 N, INC. FO 2( 7\_7 7_7 RL -- T A _t t5HOU c T_—�, �' n +7 80 CNAL CHECKED: JAR CHECKED- FS LINE 'A' STA* 25+00 TO 30+00 CONTRACT PROJECT 04-07 QLZ I NA LLC 0 L LEGEND 0 l�j r" CQ 1) 0 Q-) o '1�1 4, �_' �z cn 11c) 'l- 0 1z' C�) Q-11 n 1c, Q11 Q) 1�1 �I I C" K) <�o SEC 22, T1 8N R3E Q� Q� C) I_Q � ) ��) , 0 0 0 COMBINED CONCRETE CURB AND GUTTER Qlzl Q'I 1� Qz "ZI - rll-; '* -': '�" �'3 O� -':� f" C LAY A P. IQ r" TYPE 11 "I Q-1 COUNTY HAMILTON COU 11110 11" ,CI�l co Ll,I cl) 0) Q:)I'll — r< ID) ":3 00 Q� 01, If 4t cl, N o" 1) 1 CQ C" wj i, + + f j 0 0-, In I�) COMBINED CONCRETE CURB AND GUTTER ----------- + 4 TYPE III LjL_ L L ILI" c'— L' Ll Lt 2D BL MAILBOX ASSEMBLY cl� C-- —cI ------ -- cl� N INC ALUMINUM RAILING, SEE DETAIL SHEET # 19 FO FO FO FO F FO CHESWICK PLACE HOMEOWNERS ASSOC FO FO ❑ FO FO FO FO 3-D— FO D -- --- -- FO 0 _j -- -------- - ------- N.EP1 _77 REMOVE COI`4�kETE�)?A__ r 'N.E 1A I SODDING, NURSERY < ------- 40 �TU. S. CONST. LIMITS 40' D.U.&S.S.E. < (26A) MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL CONSTG LIT TS - — _clf- - - - - - - - — - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - -- TO GRADE 7�7�7 :7� 7 7�7_� _TEXISTO 40' RIW —5' N FO -��Fn 18 CEMENT CONCRETE PAVEMENT FOR APP. R & EXIST. 40' R/W CHESWICK PLACE HOMEOWNERS ASSOCIATION, INC. DRIVEWAYS, ON 6" COMPACTED AGGREGATE, T w W4 T SIZE NO. 53 T w T w T T W w w w t T w -co w w w w w w w w MAINLINE PAVEMENT SECTION, SEE TYPICAL SECTION SHEET. ff M 136TH STREET S.rl 11 TRAIL PAVEMENT SECTION, -f T T T T T T T SEE TYPICAL SECTION SHEET. T T T T K 771 SECTION LINE---"' N 89*29'54" E -GAS &AS- -ONS OAS- El �0HE— 'L_-] ❑HE 30+67,RT. STR. NO. 35 -------- OHE ORE T T T Ht_ ❑HE T T T (a— T 15 �E T T T K CATCH BASIN TYPE MOD C-15 W/ CATCH BASIN HOOD & 9 ' OF 18 " PIPE REQ'D 58 .IN f 30+67)LT. STR. NO. 36 �2 5 C -15 & 50' OF INLET TYPE C 00 F _JV97 Llij oo U7 - ----- ! /--��K --------j77�_ __��---- - ___u 12" PIPE REQ'D ------------ -- — ——— ——— ----------- 30+75 LT. STR. NO. 38 CONST. LIMITS R/W ------------------------------------------- CONST. LIMITS --- a_ INLET TYPE B-15 & 8' OF 50 R/W :2 z Tl 8N, R3E of 12" PIPE REQ'D SEC 271 +2 CLAY TWP. FROB(JRGER LIP Z CIO bi Li 0 - 0 af 0 :2 ()�f c5 0 a- 0 u 0 Ljj 30+751 RT. STR. N0. 39 HAMILTON COUNTY 0 Z 0 oa- ------- ----- + m U-) 0 r-, Z < INLET TYPE B-15 & 8' OF + cn 0 + W F- 12" PIPE REQ'D +26 80' R/W 80' RESIDENTIAL DRIVE RT. STA. 31 +23. 14 ct -I- l< Qt� 4: C�: C�_ CA- Elt 30+67 34'RT. STR. NO. 46 I — — I_ 1—(71- Cl_ C�_ WIDTH=13 ct I)_ ci MANHOLE TYPE C-4 &1921 OF R- 10',10' ICI 18" PIPE REQ'D C�) Q) -1 CA 00 33+25 34'RT. STR. NO. 58 of o) cl Z' Qi� 0_; MANHOLE TYPE C-4 &258' OF Llfl) z lz 12" PIPE REQ'D CQ C3 0) L LL-1 LI-1 L-1 cr PE 30+30.10 STR. NO. 69 69 D. ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTE 3 EACH 18" RCP 3 EACH RCP END SECTION REQ'D SOUTH SIDE L I r-4-- -0a, 900 900 A 895 8 V 5 -- - __ - - - - ----- -- - - - --- - -- - -- --- - - ---- -_.-_ --- --- - -- ------ -- r - - _._- - -- - -- - t - -- - I --- --E tj 9 �W4 —:PPOR)SE - - - - - 890 890 885 885 - -- - - - -- - -- - :Lf:E L 880-- -- -- - - - - - - - _ 880 T I S-R '35 -INV=- 64-- - # 875 -- - - -------- 875 - - - -- y- 77 Q)_ I- -it 870 N _j 870 wt t--- Q) 0 Jj+00 34+00 35+00 Jo+00 31 +00 32+00 V) c va HORIZONTAL SCALE ROAD FILE Rl In ------ 0.a_ '9 -7 E ........... RECOMMENDED CITY OF CARMEL 1 20' %ST M FOR APPROVAL VERTICAL SCALE DESIGNATION 0 186th STREET 14 ESIGN ENGINEER DATE 1 "=5' Or') No. 10300110 WAT SURVEY BOOK SHEETS f DESIGNED: IE OF 4 j FS DRAWN: JjC PLAN AND PROFILE SHEET 10 of 76-- ............ Ll D LLJ ET j47 T 4� 54 E T T T T H�F T T J TOP-- - _ -- - - - - -- 7� -4 --- CL °00000 0000p0o CONTRACT PROJECT CHECKED: JAR-- CHECKED- FS LINE 'A' STA* 30+00 TO 85+00 04-07 L_ D I --j I J --J -_j J U) �; 0 0 t STR�NO. S2 COMMERCIAL DRIVE LT. Q 1 z O 1 ' o �_ Z 0 O LEGEND ° Q . 0 CARMEL CLAY SCHOOLS Q 0 O 0 N = 0 SANITARY MAN MOLE STA. 36+?0.45 0 _ ? N 1 � � �� 4 _r 15 COMBINED CONCRETE CURB AND GUTTER o �� o 1)n v, o ADJUST TO DE. WIDTH=34 o w �,,, v �,� �� z �I , - TYPE II v) C a o�� I -� �� R=50),5 0 SEC 22 T18N R3E COMMERCIAL DRIB LT. � w rn v W c�� h° o a i� c �o v e , , O� w N `S c� - , �� r, �'n cC A, 13 N � � CO x' STA. 38+ 12.4 ° -- d — - d v, soon o a U O ; CV� Z � � _ _ + ° + � + +_ - �} _ w CLAY TWP. z w�� WIDTH-27' + o Q 16 COMBINED CONCRETE CURB AND GUTTER �� - -- v � I`7 ____- -- -� _ � _ �� w, o w HAMILTON COUNTY w �`� R-50950' TYPE III W O w W J W I �� J �� JCON ASSEMBLY o_ b ��O 12--_ '� a _ + Z _ -- - MAILBOX _ 1 Z Z co Q - - - - � — - - �' cn o CARMEL CLAY SCHOOLS CONCRETE C ENTER CURB TYPE D CHESWICK PLACE HOMEOWNERS I _ - -- - - - _ ` - _ -- _ _ - - REMOVE CONCRETE PATH �1�>-o•� - - _ _ - _ _ - - - - - - • SODDING, NURSERY INC. R o. 109 - - c- N.E.P.L. �'� - - _ - REMOVE CONCRETE PATH -- - - w MULCHED SEEDING TYPE 'U' ON 4" T Lij 40' p N- - - - OPSOIL N LIMITS = � _ p - - - _ 0 r O W O iW-_u r / - O Z f - O rZ t V j v ry l LEGEND SEC 22 7 T1 8N, R3E �i 0 O o�CLAY TWP. r 10 a a,o COIECIAL DRIVE T. V " � o� � n R N�.HAMILTON COUNTY STAB 4249. 15 COM BIN ED CONCRETE CURB AND GUTTER cl) `am «� �WID I7f 8 -i TYPE 11 CC) STREET H T.� rnO{ 111 y v 7 MAILBOX ASSEMBLY STA. +7 ,96 d v WIDTH 2 6 R-50 150, Q © SODDING NURSERY X I S,TYI�I G�Pt '�j �� ---- _ REMOVE 61 g MULCHED SEEDING TYPE U ON 4 TOPSOIL M CARMEL CLAY SCHOOLS EXISTING G �� 20 LSE � 6 ; > _ EXIS �r . < ' --- - 12" PIPE w �� -(STR. N0. 111.E © CEMENT CONCRETE PAVEMENT FOR , , ^ , s 40 D.E. PROTECT EXISTI G,� - _ � � „ -- - - W FENCE - - ;' F1 _ DRIVEWAYS ON 6 COMPACTED AGGREGATE, o ° REMOVE CONCRETE---P -- ss -- - --- - - - J SIZE NO. 53 z CONST. LIMITS �- �p o _ - z G s p �' - -- 0 1�U� DE _ _ -, ,�- ;� - - W II Op HMA FOR APPROACHES TO BE: CONST. LIMITS m g __ ---- - '`, _ "- - _ O' D �, ___--- -_--_-------- -- ;, D \\ A RFACE TYPE B ON ----- -- ------- - r • F_ D -T --� -----------T---------------- 2' 1 T __ - _ _ T T T R •3 EXIST 4 R -, // 165# HM SU , -- 6A � L _J ! -- ---�-_ ---- K 1 40 �/w - - -- TYPE B ON Y -_ _ _ .�_- 2 NAE - _ ^ 275#/SYD. HMA INTERMEDIATE, W W W W � W SYD HMA BASE, TYPE B _ - - - - -- - --- - - -T -T T- T - - -- -- T T T -tom = - �� T T - - - - - - -- -- _ -- - -- -- --- - _ SEE LTYPICALVSECT ON SHEET. 6 — -- — -- --- - G 30B 7 TRAIL PAVEMENT SECTION, 2 SEE TYPICAL SECTION SHEET. N - - -- - - -- - - - N - ---- 0 136TH STREET — (LETTER - _- __- - D CONCRETE CUR LINE 'A' K K K INDICATES TYPE), COLORED CONCRETE -- — - ---- - -- -- - - - - - -- --- - 4„„ SECTION LINE 1 CONCRETE SIDEWALK N 89'32 41 E _ -- -- - - - -- G S -- G - _- - -- - SAS - GAS = GA GAS GAS GAS' -- GASAS G GAS AS G¢�� - GAS GAS GAS GAS . --- — - - - t G A S ❑HE c E ❑HE ❑HE--, 40+79,LT ❑ E ❑HE ❑HE ❑HE ❑HE ❑ ❑HE �� i-fE T -}; ❑HE - ❑HE ❑HE ❑H L_ J ,L ---J' H - - 15 ; T 15 3� ❑HE 30' TREE TRIMMING ESMT. INLET TYPE J X10 & 54 OF REMOVE SIDEWALK 29B_ --- - - --{ - - - ------- 12 PIPE REQ D 0 G - 6 - _ - - - 41 +oo,RT. STR. NO. 29B A co 17 29B CATCH BASIN TYPE K-10 17 - l APP. _ _ _ - CATCH BASIN HOOD & 9 OF - _ ------------------ ----- h - -o-- � /,' & EXIST 40' RIW - ---- - - ------ -- ---- ---------- -- ---------- 12 PIPE REQ -- __------- ---_ C - 6 / W » S'D > f 63 =_ _ ---------- `> CONST. LIMITS-J 62 _ w _ --- _ F1 , - � -------- ------ ------ --- - - --_�� ,,,, = - --- �----_-_. - - M 1, 44+04,LT. STR. N0. 306 D / r �� - --- CONST. LIMITS ' R W CO S �� o 0 50 RAW 30B INLET TYPE J-1 & 4 � � R� 1 � R +� , IRREG. U. & D.E. �_��,_ 00 w 12" PIPE REQ'D , p ° z I + w ' 44+26,RT. STR. N0. 32 i RESIDENTIAL DRIVE RT I 32 a CATCH BASIN TYPE K-10 - -- - r '� �� z STA. 42+69. 10 SEC 27, T18N, R3E •s W/ CATCH BASIN HOOD & 9 OF STREE dACH R ��,�� ASHBURY PARK, LP �< WIDTH= „ r STA. 32+&8'� 1 -, �� R= 10,10 CLAY TWP, � 12 PIPE REQ D WIDT2, _ - ___ ___Y HAMILTON COUNTY I --- ----- - - --- � � ASHBURY PARK, LP 44+26,34'RT. STR. NO. 62 R-40,40 a JEFF S. BONDURANT R MANHOLE TYPE C-4 &124' OF Ce ' ti � a- ��j O �,' 4" \t('D Cr vn 1 rs c c ii QJ �� O �� = �-r 2 PIPE E _ � 4_ti ti_ ti ti � ti i_ 7 ' O k �. �_ C �� O O; O m O ti. o m,� q hv- O u ^ 4 , a O * v W n K N N V O "`� c of °J C �' rU' ry O �) <t r n.. i� O <I- n, v1 <r R v '61 tr O r.j G� �'� d v y x, s ,�; v7 �j `; " v) i, i+ r 11_ 7- 41 +00,34'RT. STR. N0. 63 .= v ;i� v r.. '� v-, r• a- R� f n° o x e a R i = ) xi G rn o c „ r _ MANHOLE TYPE C-4 &326 OF -+-Q�o h rt o G� , ry is� ^� r, 4i3 T 'co a ' .� u', � ;- O O 24 PIPE REQ D O+W U_ � r -,-�4� C, �1 W S OZ <`.l `* ti W iii tir ' 'J , _ I J J V LJ [ J rY �' 44+62.4 61.2 LT. STR. N0. 61 A iii W Lu 4, W < y Cr Q'. � '6: `v = _ = = = a � ALL TOPOGRAPHY AND R W ON THIS SHEET DESCRIBED FROM LINE A UNLESS OTHERWISE NOTED. 61 A C 4 C1 ,, v fl. rr r Lill �� 5 �� a �� INLET TYPE J-10 1 - - t - _ - - - _ - _ - - - -- - - 44+93 61 'LT. STR. N0. 61 B 895 - - - T - _ -_ - - _ -_ - - — - -- - ---- - - - - - - _ 4-4— - - - -- - - i - _ - - - -- -- 61B P - - - - - - INLET TY E J-10 6 - - - ----- -- -- - - - - - - - 18" PIP - - -- - - - *- - - -- - - ---- _ E REQ D - - - - 1 - - - - -- - - - - - - -- _ - - -- - - - -- --- - - 44+04.50,49 LT. STR. NO. 62A - - --- -890 - - - -- _ — _ - --- -- - --- - - - - - - - 62A _ & 24' OF INLET ---- __ ;- - -_ - -- - - -- - -- - --- ---- - - - 12" PIPE REQ'D 885 - - - -- - - 885 -_ - - -- - - - --- - - - - - - -- - -- --- - -- -- EXISTING STRUCTURES - - - - - - - - - L . � V L & PIPE - - - -- - REMOVE EXISTING INLET & PIPE 880 - - — - - , -- - -- - -- -- - - - — -_ - - - - - - _ - -- — -- _ - - - _ - - - --- Fa 777 875 875 - - - - - -t - - -- - — -870 - - - _- - - - - --� - -- --- - - ---- - r-- - i:r - - -- - -— - -- - -- - - - — - - — - e� -- - --- - --- - -- --- - -- - - -- -- - i CQ N �r� -- - - -- - - - - - - — f - - — - - - - - - - - - -- -- -- - --- � - -_ -- - - _ - - � _- -_ _- -- _ _ - -- - r- a0 865 C _ - _ - — �x �� - - -- - - - -- -- — _ - _ t �� - -- - - — -- - — -- - 00 o01 _ 865 ° 40+00 41 +00 42+00 43+00 44+00 45+00 N ° N C °°000 e aooO° HORIZONTAL SCALE ROAD FILE - a a-N r� . o° D ST %o Mo °o° A� RECOMMENDED Z^Z -� CITY F CARMEL 1 "=20' o o o FOR APPROVAL 136th STREET VERTICAL SCALE DESIGNATION CD o n o No. 10300110 ° DESIGN EN INEER DATE 1 =5 o " o o STATE OF f SURVEY BOOK SHEETS M o o !NDIAN�'.•' °°° DESIGNED: FS DRAWN: JJC PLAN AND PROFILE SHEET - 12 -- of-- 76 -- p�J o Out. 000°° + + CONTRACT PROJECT o . OLZ 000 �AooLLC CHECKED. JAR CHECKED- ES LINE A STA. 40+00 TO 45+00 ---- ---- -- 04=0 o LEGEND G ^ o, �, G 0< , �� o �_ � ° � � (,l � 0 COMBINED CONCRETE CURB AND GUTTER a _o � ) :rte a, 7G - 15 rte- -» � Q, �o rn o O N N v N h c0 a O� �- '_t O v O Cr) G h � O <f- IF) I)Q°In� "� v � ' I 7 I, "`°� `, I) o-, D CONCRETE CURB AND GUTTER I v N N �� ^ N �� o ^ ^ �� ^ � �� G COMBINE ^ �� ; � � a r, � � � wo � � � r� � � ^ �= a � � �� ° « TYPE III 06 c� h CO + + ' - , + * �'� '+ i � � � � 17 MAILBOX ASSEMBLY Zti titi W W 7 W W Wti W� W W Z Z W VW W W W k W W - W W W Q �� B�_ . IQ `� �_ m � -- _1, ' j SEC 22, T18N, R3E I z © SODDING, NURSERY O�. Z Z W W W �u W Z W W W uu a 4J _ TR. N . S-3 CLAY TWP. w SANITARY MANHOLE MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL Q RESIDENTIAL DRIVE LT. HAMILTON COUNTY ' X 1 ADJU T WAT RESIDENTIAL DRIVE LT.Y� STA. 48+ 1,3.23 s ADJUST CASTING TO GRADE. C CEMENT CONCRETE PAVEMENT FOR O , 20 LSE VALV S TO � STA. 47+2,3. 16 S -,, IiDTH=12 � 6" C AGGREGATE, F - 30' & DE W DRIVEWAYS ON COMPACTED AGG ATE if �, l • Rr 10,10 ss , r WIDTHS=12 T r_� 56B -- �. SIZE N0. 53 _ +� R= 10,10 ------ _ INSTALL ! R ELOCATE WATER JOSEPH D & ALICE LEAVELL CONST. LIMITS TO BE - - - - - -- -- - NEW ETER PIT ST MA FOR APPROACHES - - - - - - - - _ - -- - - - - - -- - � 40' M A: ------------- ---� s ----- �4 ------- - ---- D H -� `� z HYDR/jA1T C ONST��LIMITS 47+79, 42.5' LT. ---------------, -� 165# HMA SURFACE, TYPE B ON Q- -- - - T . _, ,'4 7 - 40 /W - - - - - 40 W TYPE B ON STA. 6+ 0, .--_� K1 �%�� R/ INTERMEDIATE, TY -- - --�-•�-� S4 - -- ----�-------- -- ---- - ------------- 6 R � � 275#/SYD HMA INT - - _ AP � _ _ E 41 ' LT. BRASS - r 990#/SYD. HMA BASE, TYPE B I — — — -- — — — CONCRF TE / _ _ . 41 O MAINLINE PAVEMENT SECTION, _ _ _ -- - _ -� 35 _ T - SEE TYPICAL SECTION SHEET. �w> v. � 1 BRASS _ K 1 TRAIL PAVEMENT SECTION, �— w w ;,Y ,, r , T — SEE TYPICAL SECTION SHEET. . T T - O INDICATES TYPE), -- -- - - - PParen e eP ---- - - - --- T T .T Tw w w - CONCRETE - -� E w T T�,,w 5 NT Tw, \ 15 CURB RAMP (LETTER Flashing chool Signal - w W / 36B N — CRAVE � �� COLORED 0 cn - - - - - - -- - - - - - SIDEWALK A-d I - - - __ Y --- - 16-_ _ -cRAV SHOULDER 4" C F1 CONCRETE- -- -- ---- --- --- - + � K 13 6TH STREET 111 I - __ _ __-_ --- --- 1 I N 89 32 41 - - - E K ASPHALT + LINE A II --___- _ _ - * 41 io SECTION LINE 6' ' III ' �6 — _ -- - __ -{�+ — --- — s - --� --- 33 45+50, LT. STR., N . 3 - — - —- -- GAS Gas - - — INLET TYPE J-10 & 50 OF -_- �� GAS GAS GAS GAS GA �- AS --�- S A� GG�S --GAS f'AS � AS - SAS �iA�- GAS � cs_ 43 B I I I I 15 �tiF -- — --- 30' TREE TRIMMING ESMT. As ALr - REMOVE HYDRANT AND 15 38B 37B G G 18 PIPE REQ'D PLUG AT BRANCH VA V A� sHOuf-DER -- -- — __ -- - R. 0. OR D s - - - --- -- -- - - - - - - - - -- -- -- -- - -- 45+50, RT. --- - - - -- - - - - " E _ _ _ CATCH BASIN TYP - - ns(>I(ALT __ - - - - - - - - _ C N 9 OF - - - - - - - - -- - -- _ _ HOOD & L ASPHA!r , , — - - - - 3 -_ - - _ A SI 0 t j W/ CATCH BA -- - _----- --- ----- --- --- - -- - —� ---- T� �� 77— _--- \ _ � 1 � �� 5i$B- � � 18 PIPE REQ'D 61 GRASS 60 CONST. LIM _ � _ �,� ��, w D �� p alp';' _ 47+53,LT. STR. N0. 35B • __ _ �'�.----- ----- ------- �, �, 3 CT. LIIMIT 35B - ,< �� ;r �'/ 50 R/W INLET TYPE B-15 & 8' OF W - CONS_LIMITS - 50' /W 1 ` w ' - . l EXISTING STR. 114 12 PIPE REQ'D 50 R/ Y ASHBURY PARK, LP _ Q IN T & No PIPES & 50 REMOI/E XlS L f � Y 2 OF SauTH PIP -�, � 47+61 LT. STR. NO. 36B RESIDENTIAL DRIVE RT. c' '� ,; A ;� `: -- -- �+-- \ ASHBURY PARK, LP ��_ 36B INLET TYPE C-15 & 50 OF EXISTING STR. N0. 112 SEC 27, T18N, R3E i —--� , STA. 45+43.25 EXISTING STR. NO. II WIDTH=20 REA40VE EXISTING ROUND INLET & CLAY TWP. _ l I = EXISTING STR. NO. 115 12 PIPE REQ'D R- 10',10' NORTH & SOUTH PIPE HAMILTON COUNTY NO CHANG€ REQ D. -- I I i I NO CHANGE REQ D. - I I i 47+61,RT. STR. NO. 37 B I CATCH BASIN TYPE MOD C-15 W/ CATCH cj- - 1 o v BASIN HOOD & 9' OF 12" PIPE REQ'D r cc Cr L c, L ti r. t s, o <�. ry G � 1 1 0 o G O, Q) r_ ti_ �_ ti- r,: -. tV -7- a- u �- t` ti ti -. -_ .� ctij '� I cv `— u7 c �o "'� el- T N r\ O v rr c rte, Q- i� h ^ o �� 1 m 1 u o 49+43.1 51 'RT. STR NO. 43A a �. r f V -� °i v ^� 'fin O r_. c Y r� o� G I �i of .o w rn o m m * ` u 4� 1 � o a o G A ^ u 43A g' OF m ^ ^ � ro rn INLET TYPE G-7 & C ^ (� v {' G c`.� Uj Oi ��' N -`T - v - - r.� W ^ Q 1p v u G s� r`. R. ,` G v + n I� o O N ff 1 o; m Q � STREET APPROA( -�T. °° ' o G o - ( w 12 PIPE REQ'D I cn c c, u <y� ',y. c� r� �' f N W o� o, ^ � G G G STA. 48+56. 15 G co -1- W n1 v� L� of Qo v N t\ co c.' c�� i �� r-j �"i �� °' p ._ "� n y' v Q Q v W =7 1z c + + + + T t> ^ + Z r �+ _ °° WIDTH=26 Wv � co � � � ti � a � Z � � ti cc � W � W 4 J o- rn <r- =r .a- rr �. ,y- �- .J-. .Y q- vim- v. r + G W O 2 ? ti. �_ i_ J �: 0- cc r r n v f i J L_ �,� r �, � R=50,50 _ 38B ' rYR Z 2 R iY� o- gyp-W j ^r m �... ._. ^,� Z '„� ^-� :� Z K-� ��, ','� N� R• • 3 r �_ r � z �_ � -� � � i 47+53 RT ST , _ ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE A UNLESS OTHERWISE NOTED. INLET TYPE B-15 & 8 OF 12" PIPE REQ'D -- - - - -- - -- --- - -- - - -' - - - - -- -- - - - - _ -- - - - - - - - _ - -- - _ - -- - --- -- _ - - - - - -- 49+25 LT. STR. N0. 41 B - - - - - INLET -10 & 83' OF 890 _ --- - E 18� PIPE REQ'D 49+25,RT. STR. NO. 4 CATCH- - - - - - y - - - - - - - 80z) - - --- -- - - - - , _=-_ --- ---- - -- - - - - - W/ CATCH BASIN BASIN HOOD & 9 OF - - _- - - 18" PIPE REQ'D 46+49,54'LT. STR. NO. 54B -- - -- - - - - - - - P E -7& 89' OF 88O - - - - -- - - - - - - - -- --- _ - - - - CATCH 18 ' PIPE R Q'D 49+35 53'LT. STR. NO. 56B - - - - -- - E - & -_ - _ - 875 INLET TYPE E 7 8 75 - - - - - --- - - - -- - - - - - - - - - - 18" PIP REQ'D - _ - - -._ - - -- - - S E - - - - - - - - - - - _ _ - 49+25,34'LT. STR. NO. 58B - - - - - - _ - --- _ - - _ - - - --- ---�-�- - - - - - ---- � 112' OF - - --- - 58 B - - - -- _ - _ _ -_- - MANHOLE TYPE J-4 & - - - - - - - - - - - _ - - - - - 36" PIPE REQ'D - - -- -- _ - - --- - -870 - A - _- --- - - - - _ - -- - - --- - --- - - - - -- -- - __- _ - -- - - - - 47+61,34'RT. STR. N0. 59 -- - --- - - - _ 164' OF - -- - - - -- �-- - - - _ __ - -_ _ --- IN - &9 _ - - -- - - -- MANHOLE TYPE J-4 & - - __ - _ - - _ : -- -- -- - -- _ -: - - - - - - - - ---- _ _ -- - 36 PIPE READ 865 _ - - - - - -- - ---_ _ -:- - - - _ _ _ -- _ _ - -_ - - - - 6+50,34'RT. STR. N0. 60 -- - - - - - - - - - - - --- - - - - - -- - - -- -- _ -- - - _ - TYPE J-4 & 111' OF - -- -- _ - - - MANHOLE HOLE - -- - - - - - _ - - - - - -- - - - - -- - 36" PIPE REQ'D - - - - - - - - : °0 860 45+50,34 RT. STR. NO. 61 co - :x; ao o0 61 860 0. - - 0 - - - — - — o � - -- - MANHOLE TYPE J 4 &100' ° 45+DO 46+00 47+00 48+00 49+00 50+00 30" PIPE REQ'D HORIZONTAL SCALE ROAD FILE , o°°pp00000 OOOOOppOp°o - ° CITY OF CARMEL -- - 1"=20' - C 00 ,. R/ o Z-t -0 7 E 0000 p%STE., o00o RECOMMENDED VERTICAL SCALE DESIGNATION M ;:'P�° RFo'•:, FOR APPROVAL 66 o T o 136th STREET o ESIGN NGINEER DATE 1 "=5' � � o�'` No. 10500110 : o O r) o o o nJ O STATE of ; o SURVEY BOOK _ SHEETS - - °oo .!NOIAN�'•'� oo° DESIGNED: FS DRAWN: JJC PLAN AND PROFILE SHEET 13 of 76 o��00000oo �p00�0°o°o� JAR FS LINE 'A' STA. 45+00 TO 50+00 CONTRACT - PROJECT pp�� Dp CHECKED: CHECKED - -- - - - - - -- -___ DL Z DQ�NA LLC 04-07 IN o I J J I -J — 1 1—1 -J O J I ti I-� I ti F� 4�L ti ti ti ti ti ti V-_ I-- ti F, Q � � zlz � �� y �� Q� Q �� rQ � �_II L �L � LEGEND o d o �� o N NN n o �v o d a �� , had d v �� r ��o � �� Cfl Cfl �J O Cp N NI V- c0 O O O CO L,� O CO -. lfl <r 9 al N o) O"'�"7 °� I �� N Co cy n� 13)o r, o o ; oo o nv�N n o oN � �� v o o �� Q ��o om o0 0 14 _� I�, v "`� <r a- O O N ,O�o -n "`��w �ao P� R. Q) "'� O O ^r-m � � L�J ti- N I ^ 1n .-)0, �� O .�I 'b .��If) a I,) o� �,I�, O N `s� 1 � n o �� Lr,�� ^ rn '.� I� o n�o I, COMMERCIAL DRIVE LT. + °• w 15 COMBINED CONCRETE CURB AND GUTTER QZN;ro O �� `� "� �. m- -� -� O v N <.:� J-) �,-�, rn o Q, m v op�o O "'7 O O<, U � .� II �,� � ; ��I�� STA. 51 + 16.9 �� co �� o TYPE II N N �� N�� I m m v o �) _ OMMERCIAL DRIVE LT. , � � N O O of J7 �O O O "'i V t1i �i � •� r C� "-i � J ni "`) N '� c A"'-i O O'-t C6 ti c�j n: � m� � �"r moo. �n �, ,n WIDTH-23 03 �J L,n + z Q3 mom �� ,In LO o o rt- ± + _ �� SEC 22 T18N R3E o �, �l.n TAt + 1,2.93 16 COMBINED CONCRETE CURB AND GUTTER J s � o � 1 00� �o 0 0 0 0 0 0 0 0 o oo h 24 0 �� o TYPE I I I CLAY TWP. W W W Q �Z Z I ? Q�QZ QQ Q Q Q Q Q iQ NQ Q QQ ZQQ IR* P.A5 I J Q 7- �- l.J 1 W L T W W W W U Lu W W W W �u 1 W W '� --1 Q W W �1 �.J 1J 1_.,ti v W HAMILTON COUNTY r J= m = s= = � _= J = � k wwQW = _ w o j �o =c 19 CONCRETE CENTER CURB TYPE D �' � STR. N0. 1-17) SODDING NURSERY ,ice-� i, - �\ NQ 1.-, 1 � F I� 1 I _J L_ = 71 _ THE CITY OF CARMEL INDIANA AND % -�.`- ,s IIi '% `' a ?6 MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL ss �� CLAY TOWNSHIP OF % z - I = O �� IL HMA FOR APPROACHES TO BE: CONST. LIMITS - .F._ - I� p� c,,,:s: LTD - D O 3 00Z R W F' ►�w - - _----____ CONST. LIMITS K 1 --- -� _- --w -- --�----- - _ - �� w - j ---- --_-- -- ----------- W ,__--- w " +� 165# HMA SURFACE, TYPE B ON D 0 R/W ----- ---�=-------- _�_--w_ --a-- --�--w w w w TYPE B ON ------ --- o, D 6 __________ ____ ___ w_-_ 275 /SYD. HMA INTERMEDIATE, - __ - - - -- - - - 990#/SYD HMA BASE TYPE B — — — —� i-S- S G S G S GAS S GAS GAS GAS ur-1 00 r,�. — - - -- - - - - - - - ,- - - - - O 4" DECORATIVE CORATIVE COLORED CONCRETE ON T T G T T G 6 L--J G G c0 "! I 6" COMPACTED AGGREGATE, SIZE NO. 53 - -- - - 101: -- T T T _� -T T � 3 T T T T-- - 15 46B 48B 15 - r �, U► CO :N O MAINLINE PAVEMENT SECTION, - N � K F 16 19 136TH STREET _ ADJUST_ WATER SEE TYPICAL SECTION SHEET. -- VALVE TO GRADE --- - - - - K K 1 TRAIL PAVEMENT SECTION, j K + - SEE TYPICAL SECTION SHEET. 6 - - _ - -- - - - NQ - - �o O CONCRETE CURB RAMP (LETTER N 89°32'41 " E � SECTION LINE � °o � j7o� INDICATES TYPE), COLORED CONCRETE Ln GAS GAS GAS irk K -7 + ADJUST WATER co IN LO VALVE TO GRADE , �W 45B -- _ c0 54+78,34RT. STR. N0. 4B clq __ _ - - - - MANHOLE TYPE J-4 &129' OF L'jI-- r--i — — — - - — -- - - - -- - - — - - LJ 36" PIPE REQ'D - - L-_J APP. f & EXIST 40 R W _ _ __-_ _ -�-f------ -- - -------------- - � ----------------------------------- ---------------------------- -------------------------------------- - -- ---- --------------------- - --- 6 _ APP lP & EXIST 40' R/W _4B ---- --- - --- --- --- --- --- --- --- --- --- -- --- --- --- --- �- t - --- --- --- --- --- ___-•�---___ �.... : ------ 53+50,34'RT. STR. N0. 5B • CONST. LIMITS �x 5B 50 R/W MANHOLE TYPE J-4 &129' OF 50' R +w- -� o SEC 27, T18N, R3E CARMEL DADS CLUB, INC. CONST. LIMITS 36" PIPE REQ'D 0- CLAY TWP. ASHBURY PARK, LP a �, z HAMILTON COUNTY �- g 50+37.f34' RT STR. NO. 6 B rn z � z:: o ,; ui 6B MANHOLE TYPE J-4 &313' OF z o w z z �L'j 0) :2 W 36" PIPE REQ'D + m � FF-- + mc 00 ZQ + w F- 50+37 LT. STR. NO. 44B _ 44B � INLET TYPE J-10 & 50 OF ° o m 12 PIPE REQ'D R= ? C. cn Cr LL k L v v N v o a a O a ^ mod- o � fir`, c„ • •In In ° ° r'= � � � �. � � � 50+37 RT. STR N 0 4 cx)"l- N _ n n n O s' v I ro r O v + o U, N CATCH BASIN TYPE K-10 C�l W/ CATCH BASIN HOOD & 9' OF CA n V _ w V 12 PIPE REQ'D T 2 +- '�- + + _ �- S -� + _ ' N 53+50 LT. STR. NO. 46B 11�= 1 z z = z m �► INLET TYPE J-10 & 50 OF 2 K 2 a � ��; �_ _ T S �� U) r �� U) ALL . TOPOGRAPHY AND R W ON HI SHEET DESCRIBED FROM LINE A UNLESS OTHERWISE NOTED. - - __- - -- -- - - --- - -- -_- -- -- - - V - -- -T -- -- - - -- --- - - - - - - - i-- --- - - -- - - -- _-- --_ - - -- - - - -- - - 53+50,RT. STR. NO. 47 B - - - - - - - - -- - - - - - _ a - CATCH BASIN TYPE 890 -- B 9 OF --- -_ r W/ CATCH BASIN HOOD & ' - -- - - -- --- - -- - - - -- - - - -- - 12 PIPE REQ'D - - - - -- - - --- - - - __ - - _ - - _- - - -- - -- - - 54+78,LT. STR. NO. 48B -- - - -- --- - - -- - - 48B 885 -- - -- - - - _ _- - -_ -- _- _ - _ ___ - - -- - -_ - - - ---- - - - -- -- - _-_ 885 INLET TYPE J-10 & 50 OF --- - - --- 12' PIPE REQ'D - - - - -- - -- - - - - - -- - -- - -V-V - -_ - -- - - - -- - - --- -- -- - 4+78,RT. 88O -- - - - -- -- - ----_ - __ _- _ ---- - - - -- -- - - --- - - - - - - - - -- --- - - 88O CATCH BASIN TYPE K-10 - - - - - - - - -- - -- - - - 9' OF L - - - C N HOOD & - -- - - W12" PIP REQ'D � - - - -- -- -- - -- - -- - -_- - - -- -- - -- - - - - - -- - .STR. N0. 71 8 75 - - n --- __- _ - - - -- + -- - -- J -- - -- - - - - _- __ - - -- - - - - 71 INLET TYPE9J- � 875 51 510 & 31 OF - _ - - - - - - - - - - --- - -- - --- - - - - -- - - -- - 12" PIPE REQ'D - - - - - - - - - - -- } I 870 - - - - r - -- -- - - --Y- = 870 53+95,50'LT. STR. N0. 72 - - 72 -- - - INLET TYPE J 10 & 31 OF 12" PIPE REQ'D - ---- - - - = -- _ - - 865 - - - -_ - - - - - _-- - - -- - - -- -- — -- - 865 EXISTING STRUCTURES N �J _ - --- - - --+ - _ - - - - - -- __ - -- _ - -- - - - K - _ - - -- - - I °° - --- - - - - r - 1 - -- 7 t� - - -- (V - -- r•� � _ �— -- -- - - - — -- - - -- i _ I� ). 1 h, ADJUST CASTING TO GRADE _ 0 CL 860 V - - -- -- �... - - - -- - - - -- - -- - - - - - - - 860 o 0 00 MID C14 50+00 51 +00 52+00 53+00 54+00 55+00 ''�F- No. 11V ADJUST CASTING TO GRADE OOOOOOOOOpOppDO HORIZONTAL SCALE ROAD FILE RECOMMENDED CITY OF CARMEL 1 „_20, _--- --___---- -_ __ :, FOR APPROVAL -� VERTICAL _SCALE DESIGNATION 136th STREET ESIGN GI EER DATE 1 ))=5) No. 10300110 o ° SURVEY BOOK SHEETS N o o � STATE OF o ° DESIGNED: FS DRAWN: JJC PLAN AND PROFILE SHEET •...ND IANw��0000° _ 1 4 _ O f 7-6-6 - - �' °00000o� � oo + CONTRACT PROJECT o = DLZ IN�Q��A ��C CHECKED: JAR CHECKED' FS LINE A STA. 50+00 TO 55+00 - _ -__ _. - _ _ -- - 04-07 o 0 0 ty LEGEND O _ -- 0 � - — _'' ,/ ' / 0 COMBINED CONCRETE CURB AND GUTTER a TYPE 11 o AT w LIAMS CREEK L0 SEC 22, T1 8N, R3E q � Ln 16 COMBINED CONCRETE CURB AND GUTTER LO CLAY TWP. L(� RBI` LAT BLOCK " TYPE III HAMILTON COUNTY SODDING, 6 NURSERY Q THE CITY OF CARMEL INDIANA AND `�' ~ �,,�', APP. E & EXIST. 65' R/W 63 MULCHED SEEDING TYPE U ON 4 TOPSOIL CLAY TOWNSHIP OF � z �. �� .; v. j �;�;h'S �'' /� — — - - � NAE — — - - �, HAMILTON COUNTY, INDIANA + w W ; ,-w� mvrar c�n�truAn rive rKnove�d andll � ,'.n�0 - - - - - - - — _ _ — _ - - - - - - - - - _ — _ _ _ _ _ — - _ — REMOVE 6 CONCRETE TAPER & st CONST. LIMITS W - W conc walk dies into existing asphalt walk 1 — — — — — — — — — — — — — — SIGN (R4-7) W - BEGIN CONSTR TION APP. E & EXIST 50' RAW_ w_ - w----- --------- �', , — I / ,� ,� ---------- 2 NAE -T I A_ 5�+-2&.35 -38- J I.NE �� - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - 0 SALVAGE — — �' ___ __ _ _ _ _ - o'�c ; — -r — PROVIDE EMPORARY MAILBOXES OJFOR -------- — — — 1 ,. ,r _ _ _ _ - - - - -- - — STA. 10+05.97, LI ST rr EACH RESIDENCE AT- - 6A _i,��--- ----- - o asph - - - _ _ _ As __--- GAS — ACCORDING TO NDOTT STANDARD I DRAWINGS K1 3B — — _ _ �� GAS AS GAS GAS AS GAS GAS GAS G GAS GAS AND TECHNICAL SPECIFICATIONS PROVIDED. CONSTRUCTION PLAN OF TEMPORARY - MAILBOX TO BE PROVIDED BY 6 _ __ — — __ _ _ __ v� - -- ---- PROVED BY ENGINEER — _ _ ____ -�-- — CONTRACTOR AND AP - - T - - - -- —gfi T ` T T T T T T T T - — PRIOR TO COSTRUCTION. — K 16 N`° 15 _ "' - -_ _ _ — — — 136TH STREET OD HMA FOR APPROACHES TO BE: 165# HMA SURFACE, TYPE B ON .A� _ — — / SECTION LINE vP — — P — — _ _ LINE a _ _ _ 275#/SYD. HMA INTERMEDIATE, TYPE B ON N 89'32'41 " E 990#/SYD. HMA BASE, TYPE B v? — — — S P O MAINLINE PAVEMENT SECTION, SEE TYPICAL SECTION SHEET. 16 � — N — — K1 TRAIL PAVEMENT SECTION, W -W - - _ _ _ _ W - w - - W / - _ -- _ _ vPS /— _ BPS / vs _ -- — SEE TYPICAL SECTION SHEET. / / ---- 6 r - - - - - - - —/— - - - - - - - - v W ---- W W - - - - - - - - � / _ - -W - -W — � rr 8 W —HHE— — — ❑HE W ❑HE �— ; APP. R & EXIST 50 R W 6 / `50' R W / 1 / ' CONST. LIMITS / / , 50 R/W / 1 / 5 57+21,34 LT. STR. N0. 2C END PROJECT PANHANDLE EA TERN PIPE LINE COMP. ESMT / 1 CARMEL DAD'S CLUB INC. / STA. 56+ 19.29, LINE/ )$A'$ MANHOLE TYPE J-4 &263 OF ' � / / 36" PIPE REQ'D SEC 27, T1 8N, R3E o �. / — _- , CLAY TWP. / / / / 38 56+08,34 LT. STR. N0. 3B HAMILTON COUNTY / / / / � / / MANHOLE TYPE K-4 &118' OF � m / 36" PIPE REQ'D / � 56+14 LT. STR. N0. 508 0 Z / u 50B / I o " w a W/ CCATBHSIBASINP HOOD 0& 14' OF 12 PIPE REQ'D / / " " " � Qj Ln �� " " 51B Q �, 56+14 LT. STR N 1 Lc-r Q �Q z 4 0 " � � � � � CATCH BASIN TYPE K-10 Q W/ CATCH BASIN HOOD & 11 OF ALL TOPOGRAPHY AND R/W ON THIS SHEET DESCRIBED FROM LINE "A" UNLESS OTHERWISE NOTED. 12" PIPE REQ'D - - 56+08.34 IT. STR. NO. 3C - t - - - _ --- - - - - - - — - - - --- -4 & 72 OF - - - -- - - MANHOLE - --- �-_ -- -_ - - - - - - _ -- --- - -_ - - - - --- -- - - _ - -- - --- - - - - - _ ---- - _- --- - -- - --- - 36" PIPE REQ'D - - - _ _ - -890 _ - -- _- _ - - _ - - - - - - - - -- - - - 885 I _880 - - _ - _ - - -- - - - - - - - _ - - - - -- -- -- 880 - -- - - - -- I --- -- - - - - -- -_ -- - - - -- - — - - _ - __ _- - - _ _ — - - -- - _ - 870 -- �, �. 870 -- - - — -- -- -- - _ - -- __ - -- — -- - - - - - -- - - o _ -- - --865 f -- - - - - -_ _ - — - - - — --- --- - -- --- __rt -- — -- - - - — - - - - - - -- - Cn - - - - - — - ---- -- t - J - - — - - - - - — J - - d' 860 860 V) N° 55+00 56+00 57+00 58+00 59+00 60+DO V) 000000�o�00000OOO° HORIZONTAL SCALE ROAD FILE �,j Pk PWP oo°° °000 RECOMMENDED ? CITY OF CARMEL 1 =20 z ,r �, o p%STFq''•. D� N M r;i �' �� o''. o FOR APPROVAL VERTICAL SCALE DESIGNATION - ° T 186th STREET ----- o UNE a' 3ErN STREET a o o -m o �ESIGN 4NG(NEER DATE Fes— o No. tasootto o SURVEY BOOK SHEETS ° PK PWP — °o0 0° DESIGNED: FS DRAWN: JJC PLAN AND PROFILE SHEET -_ -- _- ---- 15 of - 76 - Fir P °o STATE OF r o s�C.��zk�r; Ni°R�� - °oo�° !�!G�A�!� � CONTRACT PROJECT ,O aVAL o° C)/ P.O.T. STA. 62+58.29 LINE A °0��000 0 p0o�� JAR FS LINE A STA• 55400 TO 60+00 CHECKED: CHECKED �• STONE 1.3' DOWN 04-07 �, •, OLZ IN��A LLC o \ 0 G 0 O 0 0 LEGEND 0 0 0 0 �-� -�- + 15 COMBINED CONCRETE CURB AND GUTTER °ti 0 N I'� TYPE 11 COMBINED CONCRETE CURB AND GUTTER TYPE III SODDING NURSERY <� MULCHED SEEDING TYPE 'U' ON 4" TOPSOIL WOODS AT � ;�, I © CEMENT CONCRETE PAVEMENT FOR 3 � B WILLIAMS CREE I DRIVEWAYS, 6" _ ►► »REPEAT BLOC E �` — - I p HMA FOR APPROACHES TO BE: STA. 57+2 34 LT. LINE A - 0 \ 165# HMA SURFACE, TYPE B ON TA, 10+00.0 EINE� ST 275#/SYD, HMA INTERMEDIATE, TYPE B ON APP. lP & EXIST RIW 990#/SYD. HMA BASE, TYPE B MAINLINE PAVEMENT SECTION, SEE TYPICAL SECTION SHEET. cl � � ___, �R � - _ --_- - - — _-- -.:_ —..- - - N> 'BEGIN N RUCTIO � - K1 TRAIL PAVEMENT SECTION �, �� SEE TYPICAL SECTION SHEET. ;4--1 `� STA. 57+2,x.3, &'-LET. LINE „A„= ,�, q•�� A „ STA. 10+9'3' LINE vvST --- -- - ------ ------------- - �_- ----- - --- - - - - �, =i, ,�, � _, ,, �,� DO NOT DISTURB � EXISTING CURB j --- , - �� ,� � C O N ST -LtivttTS LINE ST �� — -- _ -- -- - - - - - " � -COL�LST. LIMITS - ----- �� =i' --- --- -- - --- ----------------- --------------- - - - -_ ----------------------------_- ----- ------------- ,y ----- - ---------- - �y �\ _ ------------------ ---- -------------- - --- - N 47'30 53 E ------- ---------------- -- --- -- -- - - - - -- --- --- ----------------- - - - - --- --- -.��--- - _ -------- - - - ----------------------------- ------------- - ------ -��, - � - � �� _� --- - - ---- --- -- ---- --- -- -- �� --_ CO N ST. LIMITS __ ---- --- _-- \ CONST. LIMITS ------ --- -- -_- - '� PANHANDLE EASTERN PIPE LINE COMP. ESMT �� j �A �%% -- - — \ % �S —�G A S GAS 57+21,34 LT STR. N G ��- �� MANHOLE TYPE J-4 &269' OF 36" PIPE REQ'D 56+14,34'LT, STR. NO. 3B x \, A �� `� MANHOLE TYPE K-4 &114 OF � 36" PIPE REQ'D 12+681 STR. NO. 67 `. '��; GAfi� �Gas GAS � as `�_ ��,--��--� --- - � MANHOLE TYPE -4 &403 OF N E EJ - --_ - - -- � � _ 36' PIPE REQ'D 90 890 __ _ - - - - -- - - - - - - -_- - -- - -- - , 885 - - -- -- - 885 - - -- -- --- - 880 -- - -- -_ - - - _ 875 -- - - -- _ - -- - - --- -- - - - - -- - - -- --- - - -- - - - - - - - -- 875 870 - _ - - _ _ __ _ - - - -- -- ----- - -- - - - -- - -- - - - --- - -- -- -- - -- - --I -- - - - - - - - - - - - - - - - - - - - - - - - -- --- - - WL- -- - 865 -- V - 865 860 - -N - -- - - __ -- - - - - _ - -- - -- - - 860 N -- .. . . . . r1jo -jo n. 9+00 10+00 11 +00 12+00 13+00 14+00 6 U W I ° N O N 0000a 000000° HORIZONTAL SCALE ROAD FILE ° p0 ° � � 000°,°�01►.. R� °00O�000 RECOMMENDED 2-z - off CITY OF CARMEL 1 , =20> ---- ---- - -- - O , ' ° o o : a�°�gT�RFO'•: ° FOR APPROVAL VERTICAL SCALE DESIGNATION M O O • iS6th STREET S � °�' No. 10300110 ESIGN ZNGK\ EE R DATE 1 "=5' 0 0 o N o STATE OF o° o ••. ° o ••. , o� DESIGNED: FS DRAWN: JJC PLAN AND PROFILE SHEET SURVEY BOOK 16 SHEETS 76- oo •.,.ND IAN': o °off oo° CONTRACT PROJECT DLZ°IN�Q�NAp°Ll CHECKED: JAR CHECKED- FS LINE ST STA. X00 TO i4+00 o = o � i 0. 0 Q Q Q Q LEGEND s 0 \ 0 0 0 0 L K1 TRAIL PAVEMENT SECTION, + + SEE TYPICAL SECTION SHEET. RELOCATE TREES AS PER ENGINEERS DIRECTION, SEE SPECIFICATIONS FOR MORE \ \ END CONSTRUCTION \ DETAILS. \ \ \ STA. + 1 1 IN " 8 2 .54, E/ S L 16+71 .241 STR. N0. 1 C \ \ \ MANHOLE TYPE J-4 &150' OF 36" PIPE AND END SECTION REQ'D \ DO NOT-USTURB 8.0 -ToNs OF REVEMENT EXISTING \\ �RIP}RAP 'OVER 8.0 SYS / -OF G EOTEXTI LE \ \ CON ' c PI Sta = 16+71 .24 op y NSA. �� ,, p / �� • ,� — S iy l � WOODS AT \ WILLIAMS CREEK REPLAT BLOCK E _ i K 1 1 C lb / " - '•, , i / DBE \ � � Qs cl� QQ m �� "> n � o, 880 880 7 lf l( l0 Cp 875 - -- - - 875 870 - - -_ -- - - ------- -- - - A - - -- - -- - - - - - - - - 865 -- -- - - -- --- --- --- — -- - - -- - ----- - -- - -- - - -- - -- - - - - _ - _ - 865 --- - -- - - - - - - - -- - - - -- 35 -- - - -- - - —AM-tac 860 860 855 855 850 3 850 N . a 14-+00 15+00 16+00 17+00 18+00 19+00 6 U — L �I 00 Wo N E a ° Q'p0000R0000000��° OOODO° HORIZONTAL_SC- ALE-- ROAD -FILE 1 =2 0'RECOMMENDED C ITY OF CARME L ° �° so N. FOR APPROVAL - 136th STREET VERTICAL SCALE DESIGNATION � o ESIGN N NEER DATE 1 =5 No. 1030011 o o • o •`• STATE of .' o SURVEY BOOK SHEETS ° DESIGNED: FS DRAWN: JJC P • LAN AND PROFILE SHEET - -- _ -- - -_ ° o °o •••••.�ND IAN;: - - i °o°O°0000�aVA1. Aso��°° � � 1 7 o f 7 6 DLZ IN�Q�R�ALLC CHECKED: JAR CHECKED- FS LINE ST STA. 14+00 TO 18+8S.01Qir - — CONTRACT PROJECT 24" 24„ 61, 18„ 6>, 18„ 5' MIN 3" TOP SOIL 3" TOP SOIL 1 "R'= 2"RADIUS ° : "R' 2"RADIUS �o 3/4„ cv \//\\// • .• /4" 2.0% SLOPE RAISED 1/2" TO ALLOW SETTLEMENT : :...• . . .' . . • /�\/� f• •: .. ,..,•_.: . .+... a N i\%� ..... a •. • - ►� /\\/\ . . ,. .• P ° P - V •°d ° .O ° P. ° .P N P' Q P° � \//\// I '• .,'•t � st '•Pv°. P. .' P:v P . °d.. .Pa 'a''a. � .P a' v ..a Pa v P _ P:v O °° - 'p°:_ P_ .o' ° o.._ uv _- ° :vPa ovv P ° ' �///j\\\\�/////\\ ••.• ;..'°:••. .. � ".•' i , ., �.f•,. .•. •�.�,•♦ • .. � \/\\\\/ `�••. . 4•: �' � ••.i' '_ .C\ CLASS "Ap) •.ASS-"All' A °• CONCRETE .•:y°.:..t•:.., .,••••.'i•I CV CONCRETE y ' COMPACTED 11 / // ;. . ' ,: . COMPACTED / / •. • BACKFILL AAA BACKFILL 0000000000000( 0/ vvvv 1 /2" PREFORMED JOINT FILLER USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE NOTES: BROOM FINISH AND EDGED CURE ALL EXPOSED SURFACES CLASS 'A' CONCRETE CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1 /2 to 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES DAMPEN SUBGRADE BEFORE PLACING CONCRETE IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4" CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM SIDEWALK ADJACENT TO CURB NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE NO SCALE COMBINED CURB AND GUTTER TYPE II NO SCALE 24" 24" 6" 18" 6" 18" 3" TOP SO 3" TOP SOI NOTE: z JOINTS SHALL BE CUT z 7"R. WITH A JOINTER HAVING A 2" RADIUS aa.° , 2" RADIUS o RADIUS OF 1/4" AND FILLED o w w V) WITH JOINT FILLER. V) w -� SLOPE 1 /4))/F7. SLOPE 1 /4-/FT. ir Of Z u') > of > a f-- \\ U) 6'-0 MAXIMUM DISTANCE OR WIDTH OF U /\\// 4 Co CLASS „A„ N /\/ g :oo ' CLASS „A„ N -' a WALK IF LESS THAN 6,_0„ BETWEEN Q Ir° TRANSVERSE JOINTS CONCRETE CONCRETE"' � \ ° °COMPACTED' COMPACTED' BACKFILL BACKFILL 48' BETWEEN EXPANSION JOINTS (MAX.) s; USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS s.. .r- t :t : '..r..... .. • ... a... ...,.:... . `-ice• ,'. 'y'r .�. ! s il•` NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1 /2 of NOTES: DAMPEN SUBGRADE BEFORE PLACING CONCRETE BROOM FINISH AND EDGED CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM CLASS 'A' CONCRETE NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 6" DEPTH OF CONCRETE TO BE USED ACROSS DRIVES COMBINED CURB AND GUTTER TYPE III IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4" NO SCALE CONCRETE SIDEWALK a NO SCALE N W to J t D 0 O M 0 O 1 a � rn O E o °°000000000000000�00o HORIZONTAL SCALE ROAD FILE N M oo°°°•�f!•' / a4�OO° RECOMMENDED z'Zr�7 CITY OF CARMEL N A a p.... °o H o� :�� Eo''.. o FOR APPROVAL VERTICAL SCALE DESIGNATION r� o� o DESIGN EN INEER DATE 186th STREET N/A o : No. W300110 -DILZ N� o STATE OF o _ SURVEY BOOK SHEETS oo� DESIGNED: FS DRAWN: JJC ° DETAIL$ --- 000 CIUL o°°° CONTRACT_ PROJECT 0 DLZ INuY��Ao�LLC CHECKED: JAR CHECKED- FS 04-07 0 Ll MEASURED AT PROPERTY LINE 3'-0 RADIUS 20' MAX RADIUS 3'-0 TAPER VARIES 12' MIN VARIES TAPER CURB— GUTTER— PLAN GRADE ORIGINAL LINE PIPE BACKFILL LEGEND a O He = OUTSIDE TO OUTSIDE DIMENSION OR RISE SIDEWALK CODRIVETE SIDEWALK Bc = OUTSIDE TO OUTSIDE DIMENSION OR SPAN ° a STRUCTURE BACKFILL PLACED AND COMPACTED IN vc = 12" FOR PIPE DIAMETER < 18" 10' RADI °° CONCRETE a 10' RADIUS = 18" FOR PIPE DIAMETER > 18" ° DRIVE, ° » ACCORDANCE WITH a STANDARD SPECIFICATIONS. 6� ° ° a a a ° Minimum 6 > W = 1 .25 Bc + 12 FOR < 42 DIAMETER 1.25 Bc + 24" FOR > 42" DIAMETER J-04 z HOWEVER, 9" MINIMUM CLEARANCE SHALL BE j PROVIDED ON EACH SIDE OF PIPE BC d = 3" FOR DIAMETER < 27" \_ 4" FOR 27" < DIAMETER < 60" SIDE SLOPES PER 6" FOR DIAMETER > 60" 3'-0 10' 20' MAX ja 10' 3'-0 W IOSHA REQUIREMENTS (TYP.) TAPER RADIUS 12 MIN I RADIUS TAPER CURB & GUTTER DEPRESSED CURB CURB & GUTTER NOTES: USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" PIPE BACKFILL NOTES : ALL OTHER ROADS FACE OF CURB IS TO BE 7 1 /2 BACK OF CURB 13 1 /2' 1 . BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B—BORROW FOR STRUCTURE BACKFILL RESIDENTIAL DRIVEWAYS MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE (SIDEWALK AWAY FROM CURB OR NO SIDEWALK BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL NO SCALE BELOW THE PIPE BAREL SHALL BE 6", BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED, THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE, THE LIMIT OF INITIAL BACKFILL SHALL BE 6" ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B—BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FO RTHE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE #53 STONE NOTES: MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS 3/4" ROUND PICKET POST 1 . ALL POSTS AND RAILS (EXCEPT FORMED BENDS) SHALL BE EXTRUDED MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE @ 4" SPACING 6063—T6 ALUMINUM OF 14" SCHEDULE 40 PIPE. DEPTH OF THE EXCAVATION. 2. ALL PICKET POSTS SHALL BE 4" ROUND FORMED AND EXTRUDED 6063—T5 3. PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OVER INSTALLED PIPES. THE MINIMUM ALUMINUM. COVERS ARE NOTED BELOW. o) 1 .5' FOR DIAMETER < 18" 3. ALL RAILING ACCESSORIES SHALL BE CAST FROM ANSI 713 ALLOY. b) 3' FOR 18" < DIAMETER < 54" 4. ALL FASTENERS SHALL BE ALUMINUM OR STAINLESS STEEL. c) 4' FOR DIAMETER > 54" 42" 5. EXPOSED EDGES OF PIPE RAIL AND PIPE RAIL POSTS SHALL BE ROUNDED 4. IF THE EXISTING GROUND LINE IS LESS THAN Vc ABOVE THE PROPOSED TOP OF PIPE ELEVATION, THE EMBANKMENT SHALL OR CHAMFERED TO APPROXIMATELY 1 /16" BY GRINDING. BE CONSTRUCTED TO AT LEAST Vc= 12" FOR DIAMETER < 18" AND 6. HANDRAILS SHALL BE SUPERIOR ALUMINUM PRODUCTS, INC. SERIES 550 Vc= 18" FOR DIAMETER > 18". NON—WELDED ALUMINUM PIPE RAILING WITH BLACK BAKED—ON ENAMEL d 4 FINISH OR APPROVED EQUAL. 4 ° a ° o ° a RCP TRENCH DETAIL FOR CITY STORM SEWERS 4" 7. ERECTION DRAWINGS DEPICTING PANEL LENGTHS, SPLICE LOCATIONS, RAIL NO SCALE POST SPACING, AND ANCHOR BOLT SETTING, SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL. SEE SPECIAL PROVISIONS. �. ALUMINUM RAILING 8 LOADS: RAILING SYSTEM SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING i' NO SCALE — UNIFORM 50LBS/FT APPLIED AT THE TOP IN ANY DIRECTION. — CONCENTRATED 200LBS APPLIED AT THE TOP IN ANY DIRECTION. 9. THESE LOADS NEED NOT BE APPLIED SIMULTANEOUSLY. 3 a N Q N ~ J W M o M O � M O I N pp O 0 0 0000000o0 0000000p0 HORIZONTAL SCALE ROAD FILE / 000 �►,........., 7 °° A� °OO°oo RECOMMENDED Z�Z CITY OF CARMEL N A --- — -- - - ,. � '•: FOR APPROVAL VERTICAL SCALE DESIGNATION ESIGN NG EER DATE 136th STREET No. 10300110• o N/A 0 •. STATE OF o° • o o SHEETS, DESIGNED: FS DRAWN: JJC V _ –_---___. ----____- 19 of 76 • •../NCIANt` • DETAILS - ..olAl ., CHECKED: CHECKED- CONTRACT PROJECT DLZ - o = OINftom LLC JAR FS 04-07 O LL 1 /2" PREFORMED JOINT FILLER 24" 6" 18" 45• 1 1 /2 a e a SLOPE TO MATCH ADJACENT CURB _ FIRE HYDRANT AS SPECIFIED -1 :4 CEMENT CONCRETE P AVEMENT - Q. e : . .,.. .•.`.r: �, •• • • ,.. . . • d e • FOR DRIVEWAYS 6" a a . CLASS A ° Q d. e CONCRETE ° d 4 a Q •' ° • '•' '' •: MIN . GRADE 't.d c ' a • . 7�7�v % :;• 4 ... . w>o �• w 6" VALVE BOX 1 CUBIC YARD COMPACTED SUBGRADE 4; I y/GRAVEL POCKET q PIPE ? 6" GATE VALVE X > NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, ' •' //; INCLUDING SIDES, WHEN FORMS ARE REMOVED. 6 2P-600 6 \ FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. .. co ' •� '' w�% 3 '' •' ' WATER MAIN SIZE e CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' ` ANCHORING TEE ,�//�/,� ,� ,\// :•. . e < :::.;.:: ONE 8"x8"x 16" SOLID USE 8" THICK CONCRETE FOR COMMERCIAL DRIVES PLAN �` ` �\\,\\ \ \ HYDRANT ASSEMBLY /��/�� /�� // CONCRETE BLOCK OR 6" MIN, FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4", BACK OF CURB 12 3/4" CLASS "B" CONCRETE ALL OTHER ROADS FACE OF CURB IS TO BE 7 1 /2", BACK OF CURB 13 1 /2" BASE ON UNDISTRUBED GROUND. NOTE: CONCRETE RESIDENTIAL DRIVE AGGREGATE TO BE APPROXIMATE ONLY— PLACED AROUND CONTRACTOR SHALL COMBINED DEPRESSED CURB AND GUTTER PIPE INLET 6" 2'-6" 61► FURNISH AND INSTALL NO SCALE PIPE AS REQUIRED T-I " PIPE TO DRAIN w UBGRADE OR BASE UNTIL 2" PIPE FROM c°o Q o AVING Is COMPLETE FIRE HYDRANT ASSEMBLY BOTTOM OF CURB cv I > . :•. �d- w o N.T.S. PLUG TO BE FLUSH WITH FINISH GRADE 3'x3' CONCRETE PAD j WATER NOTES: 1 . AT HIGH POINTS ALONG MAIN WATER LINE, . . -- -- ANCHORING TEE SHALL BE SET AT 45' ANGLE -- - -- '�' '• UPWARDS AND CONNECTED TO 6" 45' BEND. MAIN WATER LINE SHALL BE LOWERED TO PROVIDE --- N •'` ' SUFFICIENT COVER AS SPECIFIED. w 4'-0" .' Of� SAME SIZE- MAX. ' ' • ' 2. ALL JOINTS SHALL BE RESTRAINED EXCEPT IN RUN O r 'j: AS SEWER OF TEE. LINE OR •. : • . . . . . . .� •� a 6„ MAX. :-,2 ' 2 •• :'. . •t' • 45' ELBOW F, SECTION B—B i CATCH BASIN MOD TYPE—C WYE —/ SANITARY C LEAN 0 UT DETAIL NO SCALE 3 ri Q N W J o D 0 O .. M 00 I 00 O V 00000000000 --I __ _- E c oppp° �0O 2`Z-off HORIZONTAL SCALE ROAD FILE �i oo°°°o �`' R�. °O RECOMMENDED CITY OF CARMEL N/A M �` �� boo �• o�sTeq 00°° r j a o o FOR APPROVAL i$Bth STREET VERTICAL SCALE_ DESIGNATION ESIGN NG NEER DATE N A °o Wig° • No. 10300110 : o 0 4 a o°000 STATE OF °o SURVEY BOOK -------S-H--EET--S FS J J C!ND AN: •'N ° DESIGNED: -- -- - ---- DETAILS 20 of 76 ZIP °°0000000 CHECKED: JAR CHECK ED- FS CONTRACT _ PROJECT o DLZ IN��A LLC 04-07 O L� i HOLEY MOLEY SAYS DON'T DIG BLIND" i "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 ASSUMED NORTH CALL TOLL FREE SCALE. 1 20 T SIAGAINSTS W THE W q TO EXCAVATE WITHOUT NOTIFYING THE LINDERGROILND LOCATION SERVICE TWO (2) WORKIN DAYS BEFORE COMMENCING WORK. 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S, ♦�.♦,5.. i „li.v r r pit}. �. r r.•v ! ;,�:•.w• t,y..,:1 .a 't THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2007) --- --- - ----- ---------------------- ---------------- - Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Architecture Civil Engineering Environmental Engineering .� ------- ----------------------- al Services TT� 3 --------------------------------------- ------GT------------------------------------------------------ � Geotechnic -- ---------------- ------------- ------- ------------------------------------------- 2 LIS Home Builder Services Interior Design r �..... ►.•• Y. h; ;w ♦•...• l.:�.. ,.. <:..... z. 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REMARKS � I AP Acer platanoides 'Emerald Queen' Emerald Queen Norway Maple 41 2.5" B & B Cn Q — — CT Gleditsia triocanthos 'Impcole' Imperial Honey4ocust 36 2.5" B & B SFM 21 SHM 22 TT TWO tomentosa Silver Linden 31 2.5" B & B SODDING REQ'D DATE: PROJECT NO.: - ---- - -- ----- -- - --- -- --- -- - -- -- - T-- -- ---- - --- - - ---- -- LT Liriodenron full ifera Tulip Tree 31 2.5" B & B 02/02/07 4358.006 UH Ulmus x holandica 'Urban' Urban Elm 26 2.5" B & B DRAWN BY: CHECKED BY: ---- � . ._<i DON'T... .. DIG BLINDIR i ` — "IT'S THE LAW" CALL 2 WORKING DAYS WORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE: 1 20 DAYS BEFORE COMMENCING WORK. 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'•..••...«.••. .A , w .s M' �.• +w• .w • .S: . .�. •S• .r.•• :� ,•. .�.•..,, `,.tw. y:. .� „ i �Y •�• •y.. • •,•• ., .• �w•• h J• A ..y^+• t tr. • .7. •:� i E-4 I , i s �i A •r Y' .+.r• �ww h i• .t. r `mow w. •' :+ i!"i,' ^:v'••••,rti;•.• Y .srrl�w.'ws:� ! i..s..+ 1 `Aww+vi .. :Y t• • r . • . rti. 2 .'v% •, 5 i ---------- �__��\ ----------------------------------- — •fit do O E � - ICY-) SHAT 21 SFEET 22 SODDING ----------- ------------- -------- -- ----- --- - - :-- - - --- - - DATE: PROJECT NO.: -�- ASSUMED NORTH 02/02/07 4358.006 --- - =-------------- CKED BY: MI— 0 NOT TO SCALE KRG MK CANOPY TREE SHEET TITLE: L————— — ————— — — ————— ————— — — —--- --- - - ---- - - --- - - - � - - � LANDSCAPE �- � PLAN DRAWING FILES F• :\4k\4358\006\dwgs\L101—L103—West End.dwg • ,.v �� `' _ EXISTING TREES ff: S,\4k\4358\006\dwgs\Ti0e1.dwg • "0,. ff: S:\4k\4358\006\dwgs\0303prop.dwg : S:\4k\4358\002\dwgs\4358002topobs.dwg CONSTRUCTION LIMITS \ \ \ \ 9 \ g • ..---..�......�............-....v S: 4k 4358 005 dw s 4358005b.dw ff: S:\4k\4359\002\dwgs\4359002b.dwg ff: S:\4k\4358\006\dwgs\001bsdwg SHEET NO.: FOR PLANT SCHEDULE SEE SHEET 21 1070'7 HOLEY MOLEY SAYS DON'T DIG BLIND" IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 ASSUMED NORTH CALL TOLL FREE IER ANA SCALE: 1 20 IT IS IN AGDIAINST STATE THE LAW LAW TO EXCAVAIS-69-1991.TE WITH()IIT NOTIFYING THE IINDERGRMND II LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 6i Cn II ti C'If N, 'k -................. k.................................... may, lee % ............... N o. --------------- 3 'a7 %------------- ---------------------- ------� _77�7 ....... 3�`. 1930'0348 -1-,4. 13� — G `-;* G STATE OF L3 G 1 A 4 PF M I- _T T MA I 6,". - ON T its 1:.: 7n4A&AMj L3 31. W L L. • Z 7A Tr DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND ------- I PF CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE 6.00 INTELLECTUAL PROPERTY OF THE SCHNEIDER U 2 bd CORPORATION, AND ARE NOT TO BE USED OR AP ........... w - w w REPRODUCED, IN WHOLE OR IN PART, WITHOUT 2 w TEN CONSENT OF THE SCHNEIDER 2 w THE WRIT w CORPORATION. w W w •i _v...;. - THE SCHNEIDER CORP.(200� w w COPYRIGHTED (2007) GK OL aTWP. 2n&99 .......... /Z ---------------------- -------------------- -------------------- ----------------------------------------------- ER ------------------------------ ----------------------------------------------- t ........... J*.1 -------------- Schneider Of - ---- ------- ..... THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 e ep one: e Fax: 317.8267200 e WWW.schneidercorp.com <> C) Architecture 10, Civil Engineering 10, Environmental Engineering +/ <> lo�loo Geotechnical Services "1" 000 GIS * LIS .................................. ........ A Home Builder Services .......... .............. Interior Design Land Surveying M 01 K (> 7 Landscape Architecture LD Cf) 16 > Transportation Engineering 0 T !4 T G WLU tt I U N M w ===6 • z 7f� T T w.. T C) ZZ_ _j - - - - - - - - -_ GT E4 .............. (b % .......... ............. vp %7 rx I ASPHA _U Ore. Q5 •:Y k E4 w 0 • W w w w C_ w w w "STOP" SIG 11�-%?--., %. - et) T�ETPAMLZ 'y 0 man STIP R <> \ FENCE, Izl/ O r GAS, KER MARKER \................... E-4 cD ............. I I / \\-7_- — 0,4 ........... C> ......................... ---------------- E--i ...... ....... .......* _ I CY'D ............... SODDING ` - .............. DATE: PROJECT NO.: SHEff 0 MR 22 1 02/02/07 4358.006 1 - - r- - - - -I -- - - - --- ----- - --- - - - - ASSUMED NORTH + CANOPY TREE DRAWN BY:K RG CHE CKED BY' MK ---- -- -mom SHEET TITLE: P40 NOT TO SCALE LANDSCAPE PLAN "_,\V�w DRAWING FILES: wgs\L101-L103_West End.dwg -- - -- - - - - --------- - - - - - ------- -L ----- - - ----- --- - - ----- - ----- - - OF EXISTING TREES -\4k\4358\006\d F -\4k\4358\006\dwgs\TiUe1.dwg EE F: S:\4k\4358\006\dwgs\0303prop.dwg ER S:\4k\4358\002\dwgs\4358002topobs.dwg • CONSTRUCTION WITS EF: S:\4k\4358\005\dwgs\4358005b.dwg • XREF: S:\4k\4359\002\dwgs\4359002b.dwg • XREF. S:\4k\4358\006\dwgs\001bs.dwg FOR PLANT SCHEDULE SEE SHEET 21 SHEET NO.: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO-DOMINANT WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: LEADERS AND BROKEN OR DEAD BRANCHES. TREES UP TO 65 MM 2.5 IN.) CALIPER - 14 GAUGE SOME INtERIOR TWIGS AND LATERAL BRANCHES TREES 65 MM (2.5 IN TO TO 75 MM (3 IN.) CALIPER - 12 GAUGE THE TERMINAL OFBI�IINDO ES THAT EXTEND TO THE EDGE OF THE CROWN. TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. STAKE TREES ONLY UPON THE APPROVAL TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WARE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL 2 5 3 V 24 24 x HARDWOOD STAKES OR OTHER WRAP TREE TRUNKS ONLY UPON THE ROOTBALL APPROVED STAKE MATERIAL APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL a (TYP. OF 3) P1 MARK THE NORTH SIDE OF THE THE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL TREES WHERE THE TRUNK 1 M LCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. 3 MM (0.5 IN.) DIAM. PLASTIC HOSE SET TOP OF ROOT LING FLUSH TO 1800 M FT. DIAM. MIN. DO NOT COVER THE TOP OF THE ROOT 13 MM (0.5 IN.) DIAM. cYi GRADE OR 25-50 M -2 IN. 400 MM & PREFERRED BALL WITH SOIL PLASTIC HOSE 4" HIGH EARTH o HIGHER IN SLOWLY SSOO�ILS. TREE cn GALVANIZED WIRE OR CABLE 5 200 MM (8 IN.) TWIST WIRE TO TIGHTEN. 100 MM (4 IN.) HIGH EARTH SAUCER 3 - 240 x 40 MM (1.5 x 1.5 IN.) BEYOND EDGE F ROOT BALL HARDWOOD STAKES OR OTHER M CH N IN.)ONTAC WITH DO NO PLACE APPROVED STAKE MATERIAL � TM LOCATE 1 STAKE p��y IlplCllllllllll'l/ll!!! MAINTAIN THE MULCH WEED-FREE FOR p \\y C M��i REMOVE ALL TWINE, ROPE AND WIRE, AND SOUTHWEST OF TREE TRUNK iii A MINIMUM OF THREE YEARS AFTER BURLAP FROM TOP HALF OF ROOT BALL �O` ��i� Q� •G�STER PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ALL STAKES SHALL BE DRIVEN OUTSIDE THE ROOT BALL, CUT THE RE BASKET IN FOUR PLACES THE EDGE OF THE ROOT BALL AND FOLD DOWN 200 MM (8 IN.) PLANTING HOLE. _ No. THE FIRST STAKE SFWl BE DIRECTLY ; PLACE ROOT BALL ON UNIXCAVATED SOUTHWEST OF THE TREE TRUNK. 1930'0348 NOTE: FOR DIMENSIONS OF OR TAMPED SOIL ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WARE OR CABLE AGAINST THE TREE TRUNK %� /STATE OF ,V A* PLANTING AREAS TYPES OF SOIL e ''••• DIAN,.•'' ' IS A MINIMUM OF 12 MM (0.5 IN.). J' •••. AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL 0N A SEE „SOIL IMPROVEMENT DETAILS.„ BASE FIRMLY WITH FOOT PRESSURE REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM 7//!!!/!lI/IIIII1111 111\�I��\\\\ SO THAT ROOT BALL DOES NOT SHIFT. THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. TREE PLANTING DETAIL FOR B&B IN ALL SOIL TYPES 2 TREE STAKING DETAIL, TREES 3" CALIPER OR LESS 3 TREE STAKING DETAIL DATE: 24 IS DRAWING AND THE IDEAS, DESIGNS AND CO SCALE: NOT TO SCALE 24 SCALE: NOT TO SCALE 24 SCALE: NOT TO SCALE CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER NOTE: THIS DETAIL ASSUH6S THAT THE PLANTING SPACE IS LARGER THAN AN S' SQUARE OPEN TO THE SKY, AND NOT CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT COVERED BY ANY PAVING OR GRATING. THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2007 WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM 2.5 IN. CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 7$ INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. LAWN AREA PLANTING OR MULCHED AREA Schneider MULCH AS SPECIFIED THE SCHNEIDER CORPORATION Historic Fort Harrison I 8901 Otis Avenue 1 s, IN 46216-1037 Indianapolis,NOTE: FOR DETAILED REQUIREMENTS BACK FILL WITH EXISTING SOIL VERTICAL EDGE Indi ~I~~~_°~°:.~ Indi hone 317.826.7100 IN SANDY LOAM SOILS, ADD 20% RELATED TO THE PLANTING OF THE TREE ~, ; :::.::.:::::. °~° Fax: 317.826.7200 MAX. BY VOLUME COMPOSTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING �........_._, ; �`~ 13 MM (0.5 IN.) DIAM. F"", LASTIC FLAGGING OR OTHER VISUAL SOIL °°= I www.schneidercorp.com PLASTIC HOSE ARKER ON EACH WIRE. „TREE PLANTING DETAIL." Two-WALLED PLASTIC I I.... EXISTING GRADE OR SHEETING OR TREE SHELTER BREATHABLE FABRIC TREE WRAP APPLIED FROM GALVANIZED WIRE OR CABLE Architecture "~~•' ' ' • • �``_`'°'•�••j GRADE OF PLANTING AREA MATERIAL APPLIED FROM TRUNK TRUNK FLARE TO FIRST BRANCH. WRAP PAPER TWIST WIRE TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS, °°°I ' I = = Civil Engineering FARE TO FIRST BRANCH FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP TURNBUCKLES FOR TREES OVER INSTALLED PER MANUFACTURERS TO COVER ALL BARK. 150 MM (6 IN.) CALIPER. DIRECTIONS. Environmental Engineering BIODEGRADABLE IODEGRADABLE Geotechnical Services PLASTIC TAPE PLASTIC TAPE. 750 MM (30 IN.) LONG LOAMY SOIL 1:1 SLOPE ON SIDES OF WOOD STAKE. PLANTING HOLE. NOTE: NOTE: GIS * LIS UNIXCAVATED OR STEEL LAWN EDGING SHALL TRENCH EDGE SHALL CREATE A Home Builder Services TAMP SOIL AROUND ROOT BALL COMPACTED MOUND BASE FIRMLY WITH FOOT PRESSURE 2 TIMES UNDER THE ROOT BALL TO BE USED AT ALL LAWN CLEAN SEPERATION BETWEEN AREAS; Interior Design APPLY THE PLASTIC SHEETING LOOSELY AROUND SO THAT ROOT BALL DOES NOT SHIFT. THE ROOT BALL DIAMETER PREVENT SETTLEMENT. EDGES AND AT EDGES OF AND SHALL CREATE SMOOTH AND Land Surveying THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP ALL STAKES SHALL BE DRIVEN OUTSIDE YI g BETWEEN THE TRUNK AND THE SHEETING. THE EDGE OF THE ROOT BALL. MULCHED AREAS (FOR EVEN LINES (AS INDICATED ON THE Landscape Architecture LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF CONTAINMENT). PLANS). Transportation Engineering OPTION 1 OPTION 2 ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK BETWEEN 15 TO 27X: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF IS A MINIMUM OF 12 MM (0.5 IN.). THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE REMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, THAT REQUIRED THE TREE TO BE STAKED. STAKES SHUT BE REMOVED NO LATER THE END OF THE FIRST FULL PARTICLES WITH A MINIMUM OF 1.5X BY DRY WEIGHT ORGANIC MATTER THE SOIL MUST NOT BE SO • BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. (MALES AS TO IMPEDE ROOT GROWTH OR DRAINAGE THE SOIL STRUCTURE SWELL NOT BE PLATY OR O Q MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING ANY ADDITIONAL SOIL IMPROVEMENTS. CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS. 4 TREE WRAPPING DETAIL 5 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGER 6 SOIL IMPROVEMENT DETAIL SPADE EDGE 24 SCALE: NOT TO SCALE 24 SCALE: NOT TO SCALE 24 SCALE: NOT TO SCALE ~� w NOTE: TREES PLAN IN NON RESTRICTED SOIL CONDITIONS. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL SCALE: NOT TO SCALE TED N O 0 0 W a E—I w Tn A v c' ✓ t� r� DATE: PROJECT NO.: 02/02/07 4358.006 DRAWN BY: CHECKED BY: ZAB ALF SHEET TITLE: LANDSCAPE DETAILS D AWING FILES: 4k\4358\006\dwgs\L101-L103-West End.dwg EF. S:\4k\4358\006\dwgs\r1Ue1.dwg EF: S:\4k\4358\006\dwgs\0303prop.dwg EF: S:\4k\4358\002\dwgs\4358002topobs.dwg EF: S:\4k\4358\005\dwgs\4358005b.dwg EF: S:\4k\4359\002\dwgs\4359002b.dwg EF: S:\4k\4358\006\dwgs\001bs.dwg SHEET NO.: 07 - O O 0 O o O o O o 0 O 0 LEGEND O O 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + N t) q* Lo f� 00 (3) 0 N � � �- � `- N N N TEMPORARY EROSION SEDIMENT � CONTROL, DITCH INLET +36 LT. +85 LT. +24 LT. f p STR. N0. 5A STR. N0. 21 A STR. N0. 22 $F TEMPORARY EROSION & SEDIMENT Q \ CONTROL PERIMETER PROTECTION O� +00 LT. SILT FENCE +40 LT. +32 LT. +50 LT. { +50 LT. STR. N0. 7 STR, N0, 9 STR. NO. 21 Y STR. N0. 49 p RIPRAP U STR. N0. 5 yFN +Ln + U Q V Ld c�F z o F SF F SF SF SF SF SF S I LINE 'A' 136TH STREET LINE 'A LINE 'A' LINE 'PR—A' SF SF SF SF SF SF SF SF F S SF SF S SF $F SF SF SF SF SF SF SF S S SF SF F SF SF SF +00 RT. STR. N0. 6 +40 RT. +50 RT. +50 RT. STR. NO. 8 +32 NT. STR. NO. 48 STR. N0. 4 +24 RT. STR. 0. 2 0 +50 RT. +50 RT. +00 RT. +40 RT. STR, N0. 24 +32 RT. STR. N0. 47 STR. N0. 3 STR. N0. 2 STR. N0. 1 STR. NO. 1 B GENERAL NOTES: 1 . EROSION CONTROL MEASURES MUST BE IN PLACE, WHERE APPLICABLE, BEFORE CONSTRUCTION OF ANY KIND BEGINS. 2. EROSION CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED ON A WEEKLY O O O O O O BASIS AND AFTER EVERY RAINFALL EVENT. 0 0 0 0 0 0 0 0 0 O O o 0 0 o 0 0 0 0 0 3. IT IS THE RESPONSIBILITY OF THE + + + + + + + + + + + + + CONTRACTOR TO MAINTAIN AND CONTAIN N Lo CO I� 00 0) 0 � N � � AREAS. ETE WASHOUT AREAS AND STAGING N N N N 4. CONTRACTOR IS DIRECTED AND REQUIRED +68 LT. +55.34 LT. +40 LT. + 13 LT. +75 LT. +67 LT. TO OBTAIN, HOLD, AND UTILIZE A COPY OF STR. NO. 52 STR. NO. 55A STR. NO. 55 STR. NO. 45 STR. NO. 42 STR, NO. 36 THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS (IHECDA) / +75 LT. \ DURING EARTH DISTRUBING ACTIVITIES FOR STR. N0. 38 THIS CONTRACT. Lo L0 SF SF SF SF SF SF SF Aaa 6 (Zg) S Lo F S SF SF SF SF SF SF SF SF :F SF SF F SF SF SF SF SF SF # SF SF SF S SF SF Nzwoor Ems LINE 'A' 136TH STREET LINE 'A' 7'r PF S SF SF SF SF SF SF SF SF SF SF SF SF SF SF 7+75 SF SF SF SF S SF S SF SF SF S SF SF SF SF SF F SF L N � + + +68 RT. +40 RT. + 13 RT. +75 RT. +67 RT. T. STR. NO. 51 STR. NO. 54 STR. NO. 44 STR. NO. 41 STR. NO. 35 O. 39 +68 RT. +40 RT. + 13 RT. +75 RT. +67 RT. STR, NO. 50 STR, NO. 53 STR. NO. 43 STR. NO. 40 STR. NO. 46 3 N U J w O � O — I N 0 N O � r7 0000000000000 HORIZONTAL SCALE ROAD FILE a� o°oo°°°°°*. R� °0000°0 — �> > RECOMMENDED CITY OF CARMEL 1 =50 N M p16 TEA•., O° r a . �`� �o`. FOR APPROVAL - VERTICAL SCALE DESIGNATION o� °> o ESIGN EN INEER DATE 186th STREET N/A o � _ o No. 10500110 . o N p °oc STATE OF o SURVEY _BOOK SHEETS __ M o °° •'••.!NOIAN*.••'••moo°o°� DESIGNED: FS DRAWN• JJC EROSION CONTROL PLAN 25 of 76 w w CONTRACT PROJECT U �� °° °p0oo 000000° CHECKED: JAR CHECKED- FS LINE A STA ii#00 TO 84400 _-_ • DLZ INC��t�A LLC 04-07 O O O O O O O O O O O O C,.� -GEND O O O O O O O 0 O O O O Lo co I**% 00 O O V— N v ul ca �. � � q* d. TEMPORARY EROSION & SEDIMENT CONTROL, DITCH INLET PROTECTION +62.4 LT. +93 LT. + 14 LT. +O-r.S LT. STR. NO 61A TEMPORARY EROSION & SEDIMENT +20 LT. STR. N0. 226 > STR. N0. 61 B SF +48 LT. STR. NO. 56A +51 .7 LT.___ +22 LT. +79 LT. STR NO 62A STR. N0. 30 STR. N0. :�6C STR. N0. 27 � CONTROL PERIMETER PROTECTION +39 LT. STR. N0. 18 +50 I-T. (SILT FENCE) STR. NO. 16 +04 LT. L STR. 'NO 30B - STR. NO. 33 RIPRAP = O N ' SF SF SF F �F SF SF SF SF S SF SF SF " SF LINE 'A 136TH STREET LINE 'A' SF SF SF F F SF SF S SF i SF S SF SF S S S i +26 RT. +75 RT. Q +39 RT. + 14 RT STR. N0. 32 +50 RT. + STR. NO. 29 STR. NO. 17 STR. N0B w +00 RT. STR. N0. 29B STR. NO. 34B +75 RT. � � +39 RT.__ +22:R T. +22 RT. +26 RT. STR. NO. 56 FV- STR. NO. 66 STR. NO. 64 STR. N0. 19 +00 RT. STR. NO. 62 +50 RT. z } STR. NO. 63 STR. N0. 61 O Of m X 2 Q GENERAL NOTES : 1 . EROSION CONTROL MEASURES MUST BE IN PLACE, WHERE APPLICABLE, BEFORE CONSTRUCTION OF ANY KIND BEGINS. 2. EROSION CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED ON A WEEKLY O O O O O O O O O O O O O BASIS AND AFTER EVERY RAINFALL EVENT. O O O O O O O O O O O O O 3. IT IS THE RESPONSIBILITY OF THE + + + + + + + + + + + + + CONTRACTOR TO MAINTAIN AND CONTAIN Co r**ft 00 (7) O r� N V) qq. Lo Co r%% 00 CONCRETE WASHOUT AREAS AND STAGING q4- d" lqd- Lo Lo Lo Lo Lo Lo Lo Lo Lo AREAS. __ __ +08 LT. 4. CONTRACTOR IS DIRECTED AND REQUIRED -- +95 LT. STR. NO. 3B TO OBTAIN, HOLD, AND UTILIZE A COPY OF STR. N0. 72 +78 LT. +21 LT. THE INDIANA HANDBOOK FOR EROSION +35 LT. I +32 LT. STR. N0. 48B STR. N0. 2C STR, N0. 56B STR. N0. 71 +50 LT. II CONTROL IN DEVELOPING AREAS IHECDA +49 LT. +25 LT. I + 14 LT. _ ( ) STR. NO 54B STR. NO 41 B +37�! LT. STR. NO 46B STR. N� ` 5013 DURING EARTH DISTRUBING ACTIVITIES FOR STR.,; N0. 44B THIS CONTRACT. +53 LT. +61 LT. � ! STR. NO 35B STR. NO 36B SF F 5F SF SF SF SF SF SF SF SF SF SF SF SF S SF SF SF $F 5F SF SF LINE 'A' 136TH STREET h _ - - S SF SF S SF S SF S S SF SF S SF SF SF S SF SF SF SF SF SF SF SF SF +53 RT. +50 RT. +78 RT. +50 RT. STR. NO. 38B 4� STR. N0. 49B +08 RT. � STR. N0. 47B _ STR. N0, 3C STR. NO. 60 +61 RT. 1 RT Of ; +50 RT. +78 RT. + 14 RT. + STR. N0. 59 6 © +43.4 RT. +37 RT. STR. NO. 5B STR. NO. 4B STR. N0. X78 �� STR. NO 43A STR. NO 45B STR. NO 51 B i LL- +2 RT. +37 RT. Q STR, NO. 58B STR. NO 6B r U V) +25 RT. STR. NO. 43B 3 N N U J W � M O � O I C m O � M c o °°pp000000000D0p° HORIZONTAL SCALE ROAD FILE__ N �, °° •� ... RECOMMENDED CITY OF CARMEL 1 =50 r-o O AV J74 S TF9•. o° . :4 Fo' , o FOR APPROVAL X No. tosootto 0 186th STREET VERTICAL SCALE _ DESIGNATION E S I G N NG EER DATE 1 "=5' N } oc .'• 00 j o STATE OF EROSION CONTROL SURVEY BOOK SHEETS -- - •0 � � DESIGNED: DRAWN• JJC 26 of 76 a ° !ND IAN*. o°° Up •• O °000000oo �u�o°° °°�° JAR FS LINE "A" STA 84+00 TO b8+00 _ CONTRACT PROJECT o DLZ IN��NA LLC CHECKED: CHECKED 04-07 •\PRfI-I\nA,A ixn An Akninnc\if17_n An'IP\/DAT HARK Amin DESIGN DATA STA. 18+ 17.02, 47. 10' LT BOTTOM OF PAVEMENT SECTION LIVE LOAD: FLOWLINE EL. 878.37 INVERT EL, 876.37 PROFILE GRADE DESIGNED FOR HS20-44 TRUCK LOADING IN ACCORDANCE WITH 2002 AASHTO SPECIFICATIONS. 90• A E DEAD LOAD: LIMITS OF �r 12' " STRUCTURE BACKFILL ACTUAL DEAD LOAD PLUS 35 PSF FUTURE WEARING SURFACE. -0 \ 4 GENERAL NOTES \ 1 . NET ALLOWABLE BEARING PRESSURE FOR FOUNDATIONS IS 3,500 PSF SOIL PARAMETERS FOR WINGWALL DESIGN I \ 1ti 00 O �° \ 6' 1 ,-6„ 1 '-6" I NATURAL SOIL STRUCTURE BACKFILL o FLOWLINE EL. ANGLE OF INTERNAL FRICTION -- 34 DEGREES N o \ (2' ABOVE INVERT EL.) INTERFACE FRICTION ANGLE -- 25 DEGREES c� \ - --- - --------- - -- - -- -- -- - INVERT EL. ESTIMATED UNIT WEIGHT 130 PCF 125 PCF p0' (� STRUCTURE SECTION F-F ULTIMATE COHESION 1 ,500 PSF -_ STA. 18+50.00 LINE A SCALE: 1 "=5'-0" ULTIMATE ADHESION 1 ,000 PSF - o \ \ 23'_O" TOP OF HEADWALL AND \ \ 00 WINGWALL EL. 886.25 EL. 886.41 " 18+ 00 19+ --- TOP OF HEADWALL AND WINGWALL EL. 884. f LI N E 'A' \ _---- i o tO _ ---- -- - EL. 882. 17 / o " .I -_--_- - F 24" DIA. PIPE c° _-_- _------ ---_-- \ INVERT EL. 878.77 (SEE ROAD PLANS) INV EL. = 876.37 o \ \ I 0 0 \ BOTTOM FTG. EL. 872.37 BOTTOM FTG. EL. 872.3 F \ \ 0 0 C-4 \ \ 5'-6» N N - - \ \ SECTION - SECTION B-B o \ SCALE: 1 "=5'-0" SCALE: 1 "=5'-0" I c0 \ o \ I \ \ 23'_0" 00 TOP OF HEADWALL AND \ WINGWALL EL. 885.40 EL. 885.05 \ TOP OF HEADWALL AND WINGWALL EL. 883.47 i i C E EL. 880.90 i O• 18" DIA. PIPE STA. 18+82.98 47, 10' RT. INVERT EL. 878.57 i FLOWLINE EL. 877.48 (SEE ROAD PLANS) Cam/ INVERT EL. 875.48 INV EL, = 875.48 PLAN SCALE: 1 "= 10'-0" BOTTOM FTG. EL. 871 .48 BOTTOM FTG. EL, 871 .4 0 0l 4'-6" N N 10'-0" 115'-0" (MEASURED ALONG CENTERLINE CULVERT) 10'-0" SECTION C-C SECTION D TRANSITION TRANSITION SCALE: 1 "-5'-0" SCALE: 1 =5 -0" ^ 6" TOP SOIL n J STRUCTURE BACKFILL C° Q0 4,. 4- 1 o 0 0 0 00 0 o FRONT FACE OF WINGWALL FLOWLINE EL. (2' ABOVE INVERT EL.) INVERT EL. 1 2. — — — — — —0.-7-776= — — — � — — — — — — REVETMENT RIPRAP " GEOTEXTILE FILL WITH GROUT AFTER o INSTALLING CULVERT STRUCTURE BACKFILL TOEWALL (TYP.) o o ^ 2'_O" LIMITS OF STRUCTURE BACKFILL SECTIONS (TYP.) a o � ° SECTION E-E (�'P') RIPRAP TOE DETAIL WINGWALL BACKFILL LIMITS N 00 SCALE: 1 "= 10'-0" SCALE: 1 /2"= 1 '-0" SCALE: 1 "=5'-0" HORIZON_ TAL SCALE ROAD FILE °°°°°p4�`ooR�000�o000O°o° RECOMMENDED Z—Z ^ 07 CITY OF CARMEL AS NOTED d�d p10 �:'•p1STE Op N M �\ o • P� Ago'•: o FOR APPROVAL iS8t�1 STREET VERTICAL SCALE _ DESIGNATION ° ESIGN NGI E E R DATE AS NOTED .- ° a o ,: o No 10300110 0 � . o o STATE OF g SURVEY BOOK SHEETS - - ----- i o ••.!houN►' '� p� DESIGNED: DRAWN: 27 of 76 EW ••. CULVERT DETAILS CONTRACT PROJECT CHECKED: JAR CHECKED• AJT ,. DLZ INDQ�I�A LLC 04-07 81 '-0" 0 0 0 0 I", N cs7 00 O p) Q Q c~n EL. 888.30 c~n EL. 887.90 TOP OF WALL 18" STORM PIPES / y v v EL. 883.69 EL. 883.00 PROPOSED GROUND BOTTOM OF WALL 4'-0" 4'-0" 36'-6" A 36'-6" 21 ' 37' 23' ELEVATION SCALE: 1 " = 10'-0" HORIZONTAL 1 " = 2'-0" VERTICAL MODULAR BLOCK WALL 41 ' LINE 'A' HANDRAIL 6" TOP SOIL 6" TOP SOIL TOP OF WALL TRAIL 2% i 18" STORM PIPE Q PROPOSED GROUND 11 RETAINING WALL QUANTITIES — MODULAR BLOCK WALL WITH GROUND REINFORCEMENT 45.9 SYD MODULAR BLOCK WALL 45.9 SYD AGGREGATE LEVELING PAD LIMITS OF STRUCTURE BACKFILL STRUCTURE BACKFILL 142 CYD BOTTOM OF WALL 0.7 * H OR 8'-0" MIN. GEOGRID LENGTH TYPICAL SECTION THRU WALL 3 SCALE: 1 " = 2'-0" a 3 _J Q • N w NOTES O Q .. �, 1 . ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF 00 � 00 coo 0 000p00000000000000000 HORIZONTAL SCALE ROAD FILE of 000y ••R .,• °OOO°° RECOMMENDED Z^ Z °� CITY OF CARMEL N/A °SST '9RG ; �� FOR APPROVA VERTICAL SCALE DESIGNATION ° i 6th STREET M o> o IGN N IN E DATE N A o o No. 10500110 b 0 ° STATE OF N o �/ SURVEY BOOK SHEETS DESIGNED: SPR DRAWN: GJD - - — ° 0 o ''•.,!MO IAN► �. oo°° - - - - �% o° RETAINING WALL DETAIL$ CONTRACT PROJECT 76 0000p� 00000 CHECKED: JAR CHECKED AJT -- - ---- - - -- a CHECKED- DL IND��A LLC 04-07 0 LL O O 0 o O O O O O O O o O O O 0 O O O O O 0 0 0 LEGEND + + + + + + + + + + + + O1 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. N Lo to 00 rn O N W2-6 e— �— N N N O3 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 IN. Q R 1 - 1 ® LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. O (30" X 30") STOP ' _ R1 - 1 Q 5) TRANSVERSE 2MAR,KINGS, THERMOPLASTIC, � (30 X 30 ) Y STOP LINE, \ STA. 14+74 "PR–A" U Q R4-7 o yFN� (24"x30") © TRANSVERSE MARKINGS, THERMOPLASTIC, STA. 13+00 "PR–A" 136th ST. D3- 1 C� STOP w STA. 21 +35 "A" CROSSWALK LINE, 6 IN. (EXISTING SIGN & POSTS \ �C�F \ ,\ U O � �� PAVEMENT MESSAGE MARKINGS, PREFORMED RELOCATED TO NEW LOCATION)- LEY �R. D3- 1 ,f \ \ PLASTIC, WORD ONLY STA. 20+40 A 5 i Nil 5 PAVEMENT MESSAGE MARKINGS, PREFORMED STA. 14+40 "PR–A" -----_ 136TH STREET� PLASTIC, LANE ARROWS � LINE 'A' LINE "A 6 PAVEMENT MESSAGE MARKINGS, PREFORMED -- – - LINE A 6 PLASTIC, WORK SCHOOL ))p LINE 'PR–A' 1 O o0 N N \ to K) Ln L BEGIN PROJECT D3- 1 STA. N0. 11 +71 .47 LINE PR–A 136th ST. CHESVICK BLVD 11 D3- 1 GROUND MOUNTED SHEET SIGN R4-7 (24"x30") STA. 20+05 "A" FLASHING SCHOOL SIGNAL STA. 15+70 "A" O O O O O O O O O O O O O O O O O O O O O O O O O $ O + + S4-3 N M L0 co I *.*. 00 0) O T� N vi 44- N N N N N N N N SPEED K) LIMIT SPEED 25 LIMIT R2- 1 [L10% 7:00 A.M. (24 x30") \ TO 7:00 P.M (EXISTING SCHOOL STA. 33+00 "A" ZONE BEACON ASSEMBLY & SIGNS RELOCATED \ S4- 1 TO NEW LOCATION) STA. 33+00 "A" 136TH STREET LINE 'A LINE 'A' 0 0 6 S1 - 1 � + AHEAD 3 W16-9P Z STA. 30+50 "A" (EXISTING SIGNS & o M POSTS RELOCATED N o TO NEW LOCATION) � M C p°000000 0oo00p -- -__R_O --- °° 0000OO HORIZONTAL SCALE_ ROAD FILE °o° o RECOMMENDED 7 °�O;ST R.. ,� Z- �+° CITY OF CARMEL - 1 "=50' - : .T" o �o'•:. o FOR APPROVAL - 136th STREET VERTICAL SCALE DESIGNATION ESIGN NGI EER DATE N A o No. 10300110 ' o o N � o o o o _0 8TATE of o SIGNING AND STRIPING PLAN BOOK SHEETS �j � �''••�NDiAN��o °°o DESIGNED: FS DRAWN: JJC SURVEY _29 of 76 ••......... °°0000pop �000°°°°°°°° CHECKED: JAR CHECKED- FS LINE 'PR-A' STA 11+ 71.4'7 TO 54+00 'A' CONTRACT PROJECT DLZ IND� , A LLC 04-07 o � O O O O O O O O O O O O p O O O O O O O O O O O O LEGEND O scNOO� + + + + + + + + + + + + + S4-3 (D LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. d' Lo (D � 00 Cy) O T� R 1 - 1 N V) qqd- Lo vi q4' (30" X 30") SPEED O LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 STOP . LIMIT IN.Uj- - > Z 5 ® LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN, R4-7 STOP R 1 - 1 - -- p R2- 1 R1 - 1 R1 - 1 „ 30" X 30" STOP TIC STOP „ „ (24 x30 ) ( ) w O5 TRANSVERSE MARKINGS, THERMOPLASTIC, (30 X 30 ) (30 X 30 ) STA. 37+78 "A'> STA. 39+65 "A►� STA. 42+ 18 "A►, � 7;00 A.M. STOP LINE, 24 IN. „ „ STA. 44+48 "A" TO 7:00 P.M © TRANSVERSE MARKINGS, THERMOPLASTIC, STA. 35+85 A �\ 0 Lo 0 0 0 0 0 + /�- � CROSSWALK LINE, 6 IN. un un Sri ui + 5 S4- 1 if PAVEMENT MESSAGE MARKINGS, PREFORMED \ 6 + + + + 6 136TH STREET + 6 PLASTIC, WORD ONLY 4 STA. 45+50 A (EXISTING SCHOOL h PAVEMENT MESSAGE MARKINGS, PREFORMED 4 6 LINE 'A' ZONE BEACON PLASTIC, LANE ARROWS LINE A 1 — — ASSEMBLY & SIGNS 3 PAVEMENT MESSAGE MARKINGS, PREFORMED 3 RELOCATED PLASTIC, WORK SCHOOL .t 1 6 6 4 TO NEW LOCATION) I N\ f 0 + + + + + + + 0 0 5 \\� 5 SPEED Q 136th SD3- 1 LIMIT O - D3- 1 > • A011 w STOP �R 1 - 1 136th ST. > D -5 ST* D3- 1 (30 X 30 ) � ASHBURY DR. 3 136th R2- 1 (n D3-4 STOP 24"x30" z SIX POINTS RD STA. 40+90 "A" D3-6 R4-7 ( )"A" 0 STA. 36+52 "A" „ „ � - STONE DR. 24"x30" STA. 45+45 SHEET SIGN STA. 36+70 A R1 1 ( ) GROUND MOUNTED STA. 44+ 15 "A" STA. 45+40 "A" 00 (30" X 30") FLASHING SCHOOL SIGNAL X V) STA. 40+55 "PR-A" U) Q O O O O O O O O O O O O O O O O O O O O O O O O O O + + + + + + + + + + + + + �. N L o t� r**.. 00 �p t� 00 01 O L0 ul Lo Lo Lo Lo Lo Lo S1 - 1 . R4-7 W 16-9P 24"x30" AHEAD STA 47+88 "A" R4-7 STA. 47+50 "A" 24 x30 Un Lo / STA. 51 +55 "A" (EXISTING SIGNS & 06 C6 j - �J POSTS RELOCATED + +136TH STREET - - - - - - - - TO NEW LOCATION) - -- - - - - - - 4 LINE 3 — 3 - - -- _ _ _ - - - -- - -- - 4 Ev I L0 d- 5 o6 L6 U� Lci N n LLJ 1 0 \ w - PROJECT D - 1 136th S x 0" STA 56+ 19.29 LINE "A" STOP w D3-7 STA. 54+75 "A" Q [[ SCHAFFER AVE = STA. 49+ 18 "A" U R1 - 1 U) (30" X 30") STA. 48+85 "A" 3 N Z J � N .• O O M O L I N O E c: °00000000000000000000 HORIZONTAL SCALE ROAD----FILE C, 0 Z p CITY OF CARMEL o° W...R1 °OO RECOMMENDED - - 1 =50 - - -- - - ----- � a ` oo°o `�.•• �s TE ••• °o o a�° Ric••: FOR APPROVAL - VERTICAL SCALE DESIGNATION r a 186th STREET - -- o�;' o of No. 10300110•: o ESIGN NG NEER DATE N/A M O tD o STATE SURVEY F) W `••-..,NDIANO�,,F.•��a� moo° DESIGNED: FS DRAWN: JJC SIGNING AND STRIPING PLAN - --- 30 of --76 a °°OOOOO �g�n11ApL�•� � N N CONTRACT _- PROJECT - DLZNU��NAooLLC CHECKED: JAR CHECKED FS LINE A STA 5400 TO $TA. 56�i9.29 - - - 04-07 o . O 1 " ROUND ALUM. BRACKET ARM., Y8" SHEET SIGN AND POST SUMMARY WALL, TUBE CAST DECORATIVE ACORN FINIAL TYP. BLACK POWDER COATED FINISH BRACKET AND FINIAL BALL. BLACK POWDER COATED FINSH. ENCAPSULATED 1' MIN. TO LENS METAL FACE OF CURB -H THICKNESS AND 3" ROUND SQUARE STEEL o STATION LOCATION SIGN CODE SIGN SIZE SIGN AREA POSTS POST TYPE 1 REMARKS OAK IDGE ROAD C) 0 POST -H 0.08 IN LENGTH 1 TRAFFIC SURROUND (1 " o SQUARE ALUMINUM TUBE, L,R,M IN. X IN. SQ. FT. Ft. Ft. )/8" WALL, BLACK POWDER LINE "A" COATED FINISH) 13+00 L W2-6 RELOCATED EXISTING SIGN SIGN, D3 (0. 125" ALUMINUM o0 14+74 L R1-1 30 X 30 6.25 13 SIGN, BLACK INSERT WITH I 6" WHITE VINYL GRAPHICS, o 14+40 L D3-1 48X 10 3.33 14.2 136TH ST TIMES "D" SERIES, AS PER o 14+40 L D3-2 48X 10 3.33 HENLEY C I R CARMEL D.O.T. _ 0 15+70 M R4-7 00 POLE SHAFT (3" O.D. ROUND 20+05 L D3-1 48X 10 3.33 14.2 136TH ST ALUMINUM TUBE, NON FLUTED, 20+05 L D3-3 48 X 10 3.33 CHESWICK BLVD y8" WALL, BLACK POWDER COATED FINISH) 20+40 L R1-1 30 X 30 6.25 13 21+35 M R4-7 24X 30 5 13 GRADE LINE 30+50 R S1-1 EXISTING SIGN 30+50 R W16-9P EXISTING SIGN 33+00 L R2-1 Ei 24 X 30 5 13 CONCRETE FOUNDATION (TYP.) i ° 33+00 R S4-3 RELOCATED EXISTING SIGN R R2-1 RELOCATED EXISTING SIGN R S4-1 RELOCATED EXISTING SIGN 35+85 L R1-1 30 X 30 6.25 13 1" 1" MIN. 44" 1" MIN. 1" 36+52 R R1_1 30 X 30 6.25 13 12" 36+70 R D3-1 48 X 10 3.33 14.2 SIX POINTS RD 36+70 R D34 48X 10 3.33 136TH ST STREET SIG NAG E DETAIL 37+78 L R1-1 30 X 30 6.25 13 1 NO SCALE" 39+65 M R4-7 24X 30 5 13 1" 40+55 R R1-1 30 X 30 6.25 13 6" 40+90 R D3-1 48X 10 3.33 14.2 ASHBURY DR OAK RIDGE ROAD 1" . 40+90 R D3-5 48X 10 3.33 136TH ST 190 42+18 L R1-1 30 X 30 6.25 13 44+15 R D3-1 48 X 10 3.33 14.2 STONE DR STANDARD BLADE DIMENSION - 44+15 R D3-6 48 X 10 3.33 136TH ST NO SCALE 44+48 L R11-1 30 X 30 6.25 13 45+40 M R4-7 24X 30 5 13 ALL STANDARD CUSTOM BLADES HAVE A SPACE OF 44" FOR STREET NAMES. THEREFORE, LETTERING WIDTH SHALL BE ADJUSTED SO THAT 45+50 L S4-3 RELOCATED EXISTING SIGN STREET NAME FILLS THIS 44" SPACE AND SHOP DRAWINGS SHALL BE L R2-1 RELOCATED EXISTING SIGN APPROVED BY THE CITY OF CARMEL. FOR NUMERICAL STREETS, THE L S4-1 RELOCATED EXISTING SIGN SUBSCRIPT SHALL BE 3" IN HEIGHT AND PLACED ON THE UPPER HALF OF THE 6" SPACE FOR LETTER PLACEMENT. THE WORD INDICATING 45+40 R R2-1 24 X 30 5 13 STREET, ROAD, PARKWAY, ETC. MAY BE ABBREVIATED OR SPELLED OUT DEPENDING ON THE STREET NAME, FOR EXAMPLE: 47+50 L S1-1 RELOCATED EXISTING SIGN 47+50 L W16-9P RELOCATED EXISTING SIGN 961H STREET FOR LESS LENGTHY STREET NAMES OR GENERAL NOTES: 47+88 M R4-7 24 X 30 5 13 MAIN STREET 1 . IF CUSTOM SIGNAGE IS NECESSARY AND THE STANDARD BLADES 48+85 L R1-1 30 X 30 6.25 13 CANNOT ACCOMODATE THE INFORMATION, LARGER BLADES CAN BE ' SUBMITTED FOR APPROVAL. ANY CUSTOM BLADES OVER 48" IN 49+18 R D3-1 48X 10 3.33 14.2 SCHAEFFER AV LENGTH SHALL BE PLACED ON TWO CUSTOM POSTS, 49+18 R D3-7 48X 10 3.33 136TH ST WESTFIELD BLVD. FOR LENGTHY STREET NAMES 2. ALL STREET ID SIGNS AT STANDARD INTERSECTIONS SHALL BE TWO 51+55 M R4-7 24X 30 5 13 PENNSYLVANIA ST. SIDED UNLESS DIRECTED OTHERWISE. J 3. ALL STREET ID SIGNS AT ROUNDABOUT INTERSECTIONS OR THAT ARE 54+75 M R4-7 24X 30 5 13 FOR ONE DIRECTION OF TRAVEL SHALL BE ONE SIDED UNLESS M Total 136 85 195 DIRECTED OTHERWISE. .. o � M O N d N O E p0000000 00000000 HORIZONTAL SCALE ROAD FILE N C L ° ° oo°°° 1►....R!,. °0OO°oo RECOMMENDED �'2"n7 - -- - - --- - -_ - - -- N, `�...•,gT o , CITY OF CARMEL A 0 R AS NOTED T. o Q�° Fo o FOR APPROVAL VERTICAL SCALE _ DESIGNATION o ESIGN NGI EER DATE 136th STREET o o No. 10300110 * o N A 0 c� °o o STATE of o SURVEY BOOK SHEETS / DESIGNED: FS DRAWN: JJC __ - ---- ------- - - _-- °°°`• hDIAN�' .0000� SHEET SIGN AND POST _ 3 of 76 CL '°' °0000000 a000°°°°°� CHECKED: JAR CHECKED- FS SUMMARY TABLE AND DETAILS _ CONTRACT- PROJECT _ - -- �; IN 9��A LLC 04-07 o � PAVEMENT QUANTITIES AND APPROACH TABLE SURFACE BEYOND R/W LINE HMA FOR APPROACHES HMA FOR ROADS PCCP c� c� MATERIAL FOR DESCRIPTION w o w Pow o o GRADE w o ^ ^ w ^ o ^ TYPE "0" CEMENT u z z w F- Of w w � w w LESS THAN o w ^ o Q •. o r. ° w o o o o o w E o ^ o COMPACTED CONCRETE w WIDTH LENGTH RADII z =� w �- Q o = w �- Q w Q EXCAVATION c' E E w - E E >" E m r - m >- m r- >- �- v E >- - C �- Q Q AGGREGATE o a- u o w w v w v c� z � 10% NOT cn cn o cn w a E cn w E cn cn o f cn w E Q E cn w z o f- >- E _ w o PAVEMENT LOCATION w a w Q Q w - z \L w \w w \cn w \- \cn \< E \w \cn \- ,o v u FOR BASE APPROACH o m x a < o < � ° w w SHOWN) �� a � a Q w ° o �Q ° � �� ° a ° ° o Q ° � v v FOR o m m c� zg > LOD ow om ° : rn om V) D u- Lo Of om ° � rn om aa. w N0. 53 TYPE 0R w 0 w ir � r� w rn ►� � Sri ° � w �ci Sri 00 0 DRIVEWAYS = - 0Q Q Z0Q 0 > 0 r- � � Nz � m � w n v r-- � � N ~ � W � ►� .N_. Q 0 CLASS) „ „ „ ,� „ „ ,► „ co c� a. - z z z � w ~ IN. O W L RT LT 1 2 CUT FILL - - 6 FT FT FT FT FT SYD SYD SYD SYD % % CYD CYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD TON SYD "PR-A" & "A" MAINLINE 48 4448 - - - 18,995 18,995 18,995 18,995 18,995 14+80.20 RT. RESIDENTIAL DRIVE 12 31 .5 10 10 6.25 8 39 15+09. 15 LT. STREET APPROACH 39.5 39.5 50 50 0 284 284 284 18+23. 10 RT. RESIDENTIAL DRIVE 12.5 29 10 10 0 45 19+53.67 RT. RESIDENTIAL DRIVE 14 46 10 10 19.5 32 53 20+71 .85 LT. STREET APPROACH 37 43 50 50 0 291 291 291 24+26.34 RT. RESIDENTIAL DRIVE 26.5 49 10 10 25 65 56 25+64. 16 RT. RESIDENTIAL DRIVE 12 39 10 10 15 20 37 26+88.10 RT. RESIDENTIAL DRIVE 15.5 33.5 10 10 9 16 48 31 +23. 14 RT. RESIDENTAIL DRIVE 13.5 36.5 10 10 12 18 41 36+20.45 LT. COMMERCIAL DRIVE 34 49.5 50 50 54 158 148 148 148 36+30.30 RT. COMMERCIAL DRIVE 30 30 30 30 54 57 130 130 130 37+03.97 RT. RESIDENTIAL DRIVE 20 15 10 10 0 38 38+06.34 RT. RESIDENTIAL DRIVE 12 20 10 10 0 32 38+ 12.40 LT. COMMERCIAL DRIVE 27 49.5 50 50 33.5 132 135 135 135 40+28.01 RT. STREET APPROACH 26 50 40 40 0 222 222 222 42+49. 15 LT. COMMERCIAL DRIVE 28 50.5 50 50 34.5 138 137 137 137 42+69.09 RT. RESIDENTIAL DRIVE 13.5 30.5 10 10 4.5 7 42 44+76.96 LT. STREET APPROACH 26 50 50 50 0 265 265 265 45+03.25 RT. RESIDENTIAL DRIVE 19.5 26 10 10 0 59 47+23. 16 LT. RESIDENTIAL DRIVE 12 41 .5 10 10 25.5 33 25 48+ 13.23 LT. RESIDENTIAL DRIVE 12.5 19.5 10 10 3.5 4 25 48+56. 15 RT. STREET APPROACH 26 50.5 50 50 0 265 265 265 51 + 16.94 LT. COMMERCIAL DRIVE 23 40 40 40 24 75 104 104 104 54+ 12.93 LT. COMMERCIAL DRIVE 22 37.5 45 50 21 .5 78 113 113 113 E3 , -p � Q o � N M O O O - I a � N 000000a00000000000�0 2-Z -07 HORIZONTAL SCALE ROAD FILE ppop°°& A•,...R�• °OOOO° RECOMMENDED CITY OF CARMEL N q ° °�STFgF' FOR APPROVAL VERTICAL SCALE DESIGNATION 1. 6; 0 Ar.--,w o� DEKI GN NGINEER DATE i36th STREET No. 10800110 o N/A 0 M o � SURVEY BOOK SHEETS o STATE CW oo° ' V DESIGNED' FS DRAWN: JJC D 'o �°° •.!ND IAN' po° ° APPROACH TABLES 32 of 76 �°°O0oo0� L •QOpO 00oo000000o CHECKED: JAR CHECKED: FS CONTRACT PROJECT q) DLZ INDIANA LLC 04-07 UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS TYPE 4 PIPE ao W ®� z Z a �- W LOCATION w O N N C] z a LJ Q ~ N D. Z H w W F- p Y � - J _ ti z 4-Z a,Z Q O J CL Cy W O z O W z LLJ a.. W Q Z toa WQ w F 0w ly m �' O F F a < OQ O CL JCS F-C� WOE O Qa aCw w� ?z �O W F Q p0 JOO HO Zz �� p QC] p Q L4 a- ~5 zp WO W� F J Oz 30QV z WO XW W f U LL- 73- z z Xw Ww QW _ _Jl F v WW F C� QW z pi0 wa :t0 U WZ � �� p j Wp O I-- W Q� �zw p� w> O� =p p Q O� C09> > a W� p F-tn �� am Z W WU =OW O� U� m> > W d 2 z W Cr W Q N Z p U U W W- V F a H V W m a N Q Q p p c� �� Zo p� F Fl ~> wI5 � r- P W o ° °Z °a N �w O oa o J zN � O O MARKS Q ? RT/LT (I T) (FT) (SYS) (CYS) (TON) (X) � (Y/N) v a (FT) w v (CYS) (TON) o RE 11 +71 .47 RT 890.31 N 78,53 83 5.8 12+50.00 RT 891 .40 N 4 890.05 -i 12+50.00 RT I 350 369 25,7 891 .40 _ N 16+00.00 RT L 887.83 N 6 885.66 16+00.00 RT _ 140 148 10.3 887.83 _ N _ 17+40.00 RT 883.87 N 8 881 .62 17+40.00 RT 184 194 13.5 883.87 N _ 19+24.00 RT 881 .48 N 24 881 . 14 19+32.00 RT 218 230 16.0 881 .44 -N 21 +50.00 RT 884.26 N 48 882.72 21 +50.00 RT 118 125 8.7 884.26 N 22+68.00 RT 886.60 N 51 885.02 22+68.00 RT 886.60 N _4 25+40.00 RT 272 287 20.0 887.37 N 54 885.84 25+40.00 RT 173 183 12.7 887.37 N Q 27+ 13.00 RT _ 886.07 N 44 884.62 w 27+ 13.00 RT 886.07 N z 28+75.00 RT 162 171 11 .9 885.09 N 41 883.57 28+75,00 RT 192 203 14. 1 885.09 N 30+67.00 RT 884.04 N 35 882.70 30+75,00 RT 500 528 36.8 884,08 N - 35+75.00 RT 885.40 N 29 884.49 35+75.00 RT 164 173 12. 1 886.06 N 37+39.00 RT 883.23 N 17 881 .80 37+39.00 RT 175 185 12.9 883.23 N 39+ 14.00 RT 881 .42 N 20B 881 .08 39+22.00 RT 178 188 13. 1 881 .38 N 41 +00.00 RT 883.05 N 29B 880.61 41 +00.00 RT 883.05 N 44+26.00 RT 326 344 24.0 881 .28 N 32 879.85 44+26.00 RT 124 131 9. 1 881 .28 N 45+50.00 RT 879.66 N 34B 878 45+50.00 RT 879.66 N 47+53.00 RT 203 214 14.9 877.52 N 38B 877. 18 47+61 .00 RT 164 173 12. 1 877.48 N 49+25.00 RT 878.35 N 43B 875.47 49+25.00 RT 112 118 8.2 878.35 N 50+37.00 RT 879.02 N 45B 877.35 50+37.00 RT 313 330 23.0 879.02 N 53+50.00 RT 878.87 N 47B 877. 14 53+50.00 RT 878.78 N 128 135 9.4 N 54+78.00 RT 877.94 N 498 876.26 0 .. M 6 o - I N 0 No E _ °o°ooaoo 00000080 HORIZONTAL SCALE ROAD FIL_E__ 0 j o°o°°° R/ °O°OOH RECOMMENDED Z-Z-°7 CITY OF CARMEL N A M M .� 00000p1 STFR�O �o°o i FOR APPROVAL - o �� g ESIGN N INEER DATE 186th STREET VERTICAL SCALE DESIGNATION_ N � o No. 10300130 o N A 0 o STATE OF c °° �MDIAN�'.•' �i''oo _ SURVEY BOOK SHEETS / °°o° ' ' °`� ° DESIGNED: FS DRAWN: ��C UNDERDRAIN TABLE 33 of 7 °000o0ooL0000°°°° o JAR FS CHECKED: CHECKED CONTRACT PROJECT o �; DLZ INC�RMA LLC 04-07 o � UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS O� o w � o! � I LOCATION TYPE 4 PIPE a a w z z ,� a a F- g WOto Ocn (n a z� w Q N a z ~ W Ow. �U Z O z E! z Q O� ap �W a v z O w� - Q a- z Z.a J� �� °� >a �� pa o wa Q > o oa a �0 3ow co °o _ m W z z -�O F Q O O O F-O z OR 1- �" _ J a O GU F- W z 3: Wz O Qw H W F 0a Qa F .� F a w o o a p Q _Q '� o� zD w w (n 0QV �w �Q a �W W� Z Z W0 w0 2� U Wz W O� � Q wp O W Qa L Oa > Op Sp w O J z O z 0z =z W Q W W w O 00 0 �w mV z O w w z w a, WO 0M > � Z� V� UW W� Z W F- I-0 =Ow UW m0 O d a - Q Q w O Q �W WO O pO O O Q; Date: Jan 31, 2007, 3:26pm User ID: DLZ File: M:\proj\0463\0303\Plans\305-0303UDT01.dwg LINE "A" cn cyl cn cn ± ccn UNDERDRAIN PIPE LIMITS � 00 00 O 0o 00 O O O O D v 4 IN. r m 00 00 N -n 6 IN. -o m O O CO j N GEOTEXTILES FOR LA ' UNDERDRAINS C ry Z 0 � o p 0 AGGREGATE FOR co o v UNDERDRAINS p �i D o HMA FOR Z UNDERDRAINS rn SPECIAL GRADE 00 00 00 00 J v FLOW LINE ELEVATION o Z UNDERDRAIN PIPE LIMIT Ln � � co OUTLET PIPE Z : z z z i REQUIRED v CONNECT UNDERDRAIN O 00 PIPE TO STRUCTURE NO. co Go 00 J � STRUCTURE INVERT u °' ELEVATION v 0) 45 DEGREE ELBOWS REQUIRED (1 OR 2) c7i : 6 IN. OUTLET PIPE OUTLET STATION p00000000000 o Q000000000o J °0000000� OUTLET ELEVATION o OUTLET AT OUTLET C D o • tea: o o;: o PROTECTOR N0. r r °oo o0 � o rn cd tit�0��00p0000000000000��0 o � DITCH FLOW LINE � = ELEVATION AT OUTLET m cn � n PROTECTOR m n 0 o rn � z D � r�l m z CONNECT OUTLET PIPE TO 0 o STRUCTURE NO. D m r 0 T1 � cn V) C) STRUCTURE INVERT z ELEVATION n o z m 'V 0 B BORROW FOR m z m v STRUCTURE BACKFILI o � N HMA FOR cmn n N Z UNDERDRAINS D 0 •i rn OUTLET PROTECTOR NO. _ 0 r OUTLET PROTECTOR TYPE rn --I d ~ OUTSIDE LEFT O y n MEDIAN LEFT n d pr p > o co MEDIAN RIGHT z � M•, 03 C2 Z 4 OUTSIDE RIGHT � y � dd � r r'' m D M A 2 � m x C ;0 O 0O z z D z z D pp yryr o �> n m r- I m W (-T1 C) O (n (n O iT1 = O 0 m Z o C) I� ---I �(A �O �m rnI, z i STRUCTURE DATA TABLE LOCATION O Q oz FLOW LINE o V) z w Of z W O Qf N Cl) w ~ m w = O v g � w o% Q O mz w J m U � V) z N a- MANHOLE, INLET, v UPSTREAM DOWN a a o Y Q � w 0 0 STATION ~ o = w STREAM ly U = J O U w a F-- Q z GRATED BOX END SAFETY METAL REMARKS w = SIZE CATCH BASIN, OR O w w w a. - Q o w �- w SECTION END SECTION �- J a a SPECIALTY z w > a. z 1 0 Y o °D o a w U J Y O 0 - :D Q U m w z a Z cn U E- mm U w m m 0 0 zz O0 U V) U V) FT FT ELEV ELEV ELEV EA EA CYDS FT TONS CYDS EA TYPE SLOPE EA SLOPE EA EA LINE 'PR-A' 5 12+50 X 12 RCP CL. III INLET Type J- 10 43 2.09 894.54 890.22 890.05 1 0.97 4 4 12+50 X 12 RCP CL. III CB Type K- 10 9 2. 15 894.48 890.05 889.98 1 ' .46 3 3 12+50 31 .87' 12 RCP CL. III MH Type C-4 350 6. 10 895. 17 887.84 886.51 1 3.51 2 5A 14+36 56.5' 12 RCP CL. III INLET Type F-7 8 4.44 892.04 887.84 887.52 1 �2 EXISTING LINE 'A' 7 16+00 X 12 RCP CL. III INLET Type J- 10 50 2.84 890.91 885.85 885.66 1 29.21 6 6 16+00 X 12 RCP CL. III CB Type K- 10 9 3.39 890.91 885.66 885.59 1 5.41 2 2 16+00 34' 18 RCP CL. III MH Type C-4 140 7.09 891 .59 882.24 881 .93 1 198.24 1 9 17+40 X 12 RCP CL. III INLET Type J- 10 50 2.92 886.95 881 .81 881 .62 1 29.74 8 8 17+40 X 12 RCP CL. III CB Type K- 10 9 3.51 886.95 881 .62 881 .55 1 5.56 1 1 17+40 34' 18 RCP CL. III MH Type C-4 138 6.49 887.63 878.87 878.57 1 180.52 OUT 22 19+24 X 12 RCP CL. III INLET Type B- 15 8 1 . 13 884.56 881 . 14 881 . 10 1 2.95 21 24 19+24 X 12 RCP CL. III INLET Type 13- 15 8 1 . 13 884.56 881 . 14 881 . 10 1 2.95 20 21A 18+59. 1 28.8' 24 RCP CL. III MH Type C-4 42 3.48 885.41 878.96 878.77 1 42.55 OUT 24 RCP CL. III 8 3.23 885.41 879.08 879.05 1 7.65 EXISTING 21 19+32 X 12 RCP CL. III INLET Type C- 15 50 2.03 884.52 880.42 880. 10 1 23.47 20 20 19+32 X 18 RCP CL. III INLET Type MOD C- 15 9 2.03 884.52 880. 10 880.05 1 5. 11 1B 113 19+32 34' 30 RCP CL. III MH Type J-4 41 4. 12 885. 16 877.09 877.03 1 56.22 1 OUT 25 NOT USED 26 NOT USED 49 21 +50 X 12 RCP CL. III INLET Type J- 10 50 2.21 887.34 882.92 882.72 1 25. 11 48 48 21 +50 X 12 RCP CL. III CB Type K- 10 9 2.74 887.34 882.72 882.68 1 4.66 47 47 21 +50 34' 30 RCP CL. III MH Type J-4 218 6.77 888.02 877.48 877.09 1 433.03 2 52 22+68 X 12 RCP CL. III INLET Type J- 10 50 2.23 889.68 885.26 885.02 1 25.24 51 51 22+68 X 12 RCP CL. III CB Type K- 10 9 2.79 889.68 885.02 884.97 1 4.71 50 50 22+68 34' 24 RCP CL. III MH Type C-4 118 9.34 890.37 878. 16 877.98 1 263.44 47 55A 23+55.34 27.2' 12 RCP CL. III MH Type C-4 8 8.63 891 .71 880.79 880.74 1 11 .57 EXISTING 18 RCP CL. III MH Type C-4 8 8.45 891 .71 880.45 880.40 1 14.01 EXISTING 55 25+40 X 12 RCP CL. III INLET Type J- 10 50 2.20 890.45 886.03 885.84 1 25.08 54 54 25+40 X 12 RCP CL. III CB Type K- 10 9 2.74 890.45 885.84 885.79 1 4.65 53 53 25+40 34 24 RCP CL. III MH Type C-4 272 9.66 891 . 11 878.70 878.29 1 626.85 50 45 27+ 13 X 12 RCP CL. III INLET Type J- 10 50 2.02 889. 15 884.91 884.72 1 23.94 44 44 27+ 13 X 12 RCP CL. 111 CB Type K- 10 9 2.65 889. 15 884.62 884.58 1 4.55 43 43 27+ 13 34' 24 RCP CL. III MH Type C-4 174 8.00 889.91 879.09 878.82 1 336. 15 53 42 28+75 X 12 RCP CL. III INLET Type J- 10 50 2.09 888. 17 883.86 883.67 1 24.38 41 41 28+75 X 12 RCP CL. III CB Type K- 10 9 2.72 888. 17 883.57 883.53 1 4.63 40 40 28+75 34' 24 RCP CL. III MH Type C-4 161 6.69 888.86 879.33 879.09 1 265.79 43 34 NOT USED 57 NOT USED 37 NOT USED 36 30+67 X 12 RCP CL. III INLET Type C- 15 50 2.03 887. 12 8, 3.02 882.70 1 23.47 35 i; 35 30+67 X 18 RCP CL. III INLET Type MOD C- 15 9 2.03 887. 12 882.70 882.64 1 5. 12 46 46 30+67 34' 18 RCP CL. III MH Type C-4 192 5.41 887.75 880.21 879.64 1 214.45 40 38 30+75 X 12 RCP CL. III INLET Type B- 15 8 1 . 1 3 887. 16 883.74 883.70 1 2.95 36 39 30+75 X 12 RCP CL. III INLET Type B- 15 8 1 .54 887. 16 883.74 883.70 1 2.95 35 58 33+25 34' 12 RCP CL. III MH Type C-4 258 5.80 890.72 883.51 882.53 1 241 .97 46 3 0 29 35+75 X 12 RCP CL. M CB Type K- 10 9 1 .92 888.48 884.49 884.46 1 26.54 56 J O r, 0 0 30 35+48 X 12 RCP CL. III INLET Type J- 10 57 2. 11 888.83 884.71 884.49 1 3.94 29 N � � O N p000000000000000° CITY OF CARMEL HORIZONTAL SCALE ROAD FILE Ln a- °°�� o�sRE•••..�OOOOOO°°° RECOMMENDED Z" "°7 N/A - o :•� q� o FOR APPROVAL DE N ' GINEER DATE 186th STREET VERTICAL ASCALE DESIGNATION o � o�'' No. 10300110 : o °o STATE OF •:c Noo°� FS SURVEY BOOK SHEETS ° a oo .!NDIAN�;•' ��° DESIGNED- DRAWN: JJC ° STRUCTURE DATA TABLE °0000 �•��` � 36 of 76 °00000p� Dp00 JAR FS CONTRACT PROJECT o DLZ IN"SIWE LLC CHECKED: CHECKED: 04-07 STRUCTURE DATA TABLE z � ° � J o E a cga n �- oo E z LOCATION FLOW LINE � cof n w o ui V) O a U ° (n - z to ° MANHOLE, INLET, U UPSTREAM DOWN a � w z U z i-. Y Q w ° Z GRATED BOX END SAFETY METAL REMARKS Lt- STREAM E- U = J ° U `L �' w w = SIZE CATCH BASIN, OR o w w w a -i af Q o w F- SECTION END SECTION E-- STATI O N o 3 w > ,- af m V) U ° w SPECIALTY z w > n. z J o Y O o w J a U _ O - m z � z D of cn vo I- m U a- m m ov wo zo (/) U cn U FT FT ELEV ELEV ELEV EA EA CYDS FT CYDS FT3 EA TYPE SLOPE EA SLOPE EA EA 56 35+75 34' 12 RCP CL. III MH Type C-4 250 3.26 889. 14 884.46 883.51 1 146.05 58 56A 36+ 19.75 30.2' 24 RCP CL. III MH Type C-4 8 9.92 887.78 874.51 874.47 1 19.70 EXISTING 56C 36+51 .7 44.9 24 RCP CL. III MH Type C-4 32 9.56 887.51 874.6 874.55 1 76. 11 56A 15 RCP CL. III 8 9.80 887.51 876.36 876.27 1 12.97 EXISTING 18 RCP CL. III 8 11 . 14 887.51 874.73 874.68 1 16.43 EXISTING 17 37+39 X 12 RCP CL. III CB Type K- 10 9 2.63 886.31 881 .80 881 .77 1 4.53 66 16 37+39 X 12 RCP CL. III INLET Type J- 10 50 2. 10 886.31 881 .99 881 .80 1 24.44 17 66 37+39 34 12 RCP CL. III MH Type C-4 183 3.88 886.94 881 .51 880.81 1 122. 13 64 20B 39+ 14 X 12 RCP CL. III INLET Type B- 15 8 1 . 13 884.50 881 .08 881 .04 1 2.95 19 22B 39+ 14 X 12 RCP CL. III INLET Type B- 15 8 1 . 13 884.50 881 .08 881 .04 1 2.95 18 19 39+22 X 18 RCP CL. III INLET Type MOD C- 15 9 2.03 884.46 880.04 879.99 1 5. 11 64 18 39+22 X 18 RCP CL. III INLET Type C- 15 50 1 .46 884.46 880.30 880.04 1 27.23 19 64 39+22 34' 24 RCP CL. III MH Type C-4 178 3.47 885. 12 878.81 878.57 1 178.44 63 23 NOT USED 1 63 41 +00 34' 24 RCP CL. III MH Type C-4 326 4.84 886. 13 878.57 878.09 1 414. 19 62 27 40+79 X 12 RCP CL. III INLET Type J- 10 54 2.26 885.33 880.91 880.61 1 27.46 29B 29B 41 +00 X 12 RCP CL. III CB Type K- 10 9 2.99 885.47 880.61 880.56 1 4.94 63 62A 44+04.50 49' 12 RCP CL. III INLET Type E-7 24 0.50 884.02 881 .27 881 . 15 1 7.05 51 62 44+26 34' 24 RCP CL. III MH Type C-4 124 3.73 885.02 876.94 876.72 1 130.50 61 30B 44+04 X 12 RCP CL. III INLET Type J- 10 54 2.27 884.60 880. 18 879.85 1 27.56 32 32 44+26 X 12 RCP CL. III CB Type K- 10 9 2.64 884.36 879.85 879.79 1 4.54 62 61 45+50 34' 30 RCP CL. III MH Type J-4 100 4.07 883.40 875.93 875.78 1 135.89 60 61A 44+62.4 61 .2' 18 RCP CL. III INLET Type J- 10 31 0.50 882.69 879.45 879.27 1 12.48 61B 61B 44+93 61 ' 18 RCP CL. III INLET Type J- 10 67 1 .20 882.69 879.27 878.87 1 29.80 33 33 45+50 X 18 RCP CL. III INLET Type J- 10 50 1 .75 882.74 878.32 878.00 1 29.43 34B 34B 45+50 X 18 RCP CL. III CB Type K- 10 9 2.35 882.74 878.00 877.94 1 5.56 61 54B 46+49 54' 18 RCP CL. III INLET Type E-7 89 1 .51 880.25 877.25 876.90 1 33.82 60 60 46+50 34' 36 RCP CL. III MH Type J-4 111 3.38 882.05 874.73 874.60 1 158.30 59 35B 47+53 X 12 RCP CL. III INLET Type B- 15 8 1 . 1 3 880.60 877. 18 877. 14 1 2.71 36B 38B 47+53 X 12 RCP CL. III INLET Type B- 15 8 1 . 13 880.60 877. 18 877. 14 1 2.95 37B 59 47+61 34' 36 RCP CL. III MH Type J-4 164 8. 14 881 .22 869.27 868.89 1 435. 13 58 36B 47+61 X 12 RCP CL. III INLET Type C- 15 50 2.03 880.56 876.40 876. 13 1 23.69 37B 37B 47+61 X 12 RCP CL. III INLET Type MOD C- 15 9 2.55 880.55 876. 13 876.07 1 4.44 59 41B 49+25 X 18 RCP CL. III INLET Type J- 10 50 2.94 881 .43 875.85 875.47 1 38.74 43B 56B 49+35 53' 18 RCP CL. III INLET Type E-7 30 1 .41 879.40 876.40 876.25 1 10.97 41B 58B 49+25 34' 36 RCP CL. III MH Type J-4 112 9.32 882.09 868.89 868.66 1 336.75 44B 43B 49+25 X 18 RCP CL. III CB Type K- 10 9 3.58 881 .43 875.47 875.40 1 7.30 58B 43A 49+43. 1 51 ' 12 RCP CL. III INLET Type G-7 8 3.25 880.08 874.97 874.89 1 4.67 EXISTING 44B 50+37 X 12 RCP CL. III INLET Type J- 10 50 2.27 882. 10 877.68 877.35 1 25.49 45B 613 50+37 34' 36 RCP CL. III MH Type J-4 313 10.44 882.76 868.66 867.97 1 1042.82 513 45B 50+37 X 12 RCP CL. III CB Type K- 10 9 2.89 882. 10 877.35 877.28 1 4.82 613 71 51 +32.3 49.5' 12 RCP CL. III INLET Type J- 10 32 0.21 881 .50 879.47 874;31 1 6.83 12 RCP CL. III INLET Type J- 10 8 1 .00 879.61 879.47 1 1 .57 72 53+95 50.25' 12 RCP CL. III INLET Type J- 10 32 0.55 881 .04 878.67 878.51 1 8.07 12 RCP CL. III 8 0.40 879.53 879.45 1 1 .21 513 53+50 34' 36 RCP CL. III MH Type J-4 129 10.69 882.52 867.97 867.69 1 439.04 413 46B 53+50 X 12 RCP CL. III INLET Type J- 10 50 2.26 881 .86 877.44 877. 14 1 25.43 47B N 47B 53+50 X 12 RCP CL. III CB Type K- 10 9 2.85 881 .86 877. 14 877.08 1 4.78 513 o M 413 54+78 34' 36 RCP CL. III MH Type J-4 129 10. 14 881 .68 867.69 867.39 1 418.34 3C - o i HORIZONTAL SCALE ROAD FILE E o°° oo0on0o000000 00 2 -Z•v 7 a 0OOOOO pO�;sRI °0°o°000 RECOMMENDED CITY OF CARMEL N/A - M FOR APPROVAL 136th STREET VERTICAL SCALE DESIGNATION D IGN ENGINEER DATE N/A S o Na 10300110 o SURVEY BOOK SHEETS I z 8TATE OF •� o •.!ND�AH o DESIGNED- FS DRAWN: JJC STRUCTURE DATA TABLE 37 of 76 o CL °oo o°°°000� CONTRACT PROJECT OO �a11AL• o °0po 0 op0° CHECKED: JAR CHECKED: FS DLZ INA LL C 04-07 O li STRUCTURE DATA TABLE z 0 Q z o LOCATION FLOW LINE F- o V cn (n °- z Of z W O of N V) w U m (~ O � z �W LL J a U � (n (% w v UPSTREAM DOWN a 3 Y Q a w D ° GRATED BOX END SAFETY METAL ° REMARKS z a MANHOLE, INLET, Z V) w STREAM � v = -' O U � - � w w = SIZE CATCH BASIN, OR o L w w o- J af Q o E w SECTION END SECTION i-- STATION w �_ w SPECIALTY z w > z J o Y o °� o w UJ U a J (n OU 0 m U Q w 00 �- Z D of m O U p :D J U (n U (n FT FT ELEV ELEV ELEV EA EA CYDS FT TONS CYDS EA TYPE SLOPE EA SLOPE EA EA 48B 54+78 X 12 RCP CL. III INLET Type J- 10 50 2.27 881 .02 876.60 876.27 1 25.52 49B 49B 54+78 X 12 RCP CL. III INLET Type J- 10 9 2.89 881 .02 876.26 876.20 1 4.83 413 3C 56+08 34' 36 RCP CL. III MH Type K-4 72 9. 10 880.91 867.39 867.23 1 208.38 313 313 56+08 34' 36 RCP CL. III MH Type K-4 118 9.94 880.83 867.02 866.76 1 375.84 2C 50B 56+ 14 X 12 RCP CL. III CB Type K- 10 14 2. 14 880. 13 875.71 875.65 1 6.91 313 51B 56+ 14 X 12 RCP CL. III CB Type K- 10 11 2. 14 880. 13 875.71 875.65 1 5.43 3C 2C 57+26.35 38' 36 RCP CL. III MH Type J-4 263 7.74 878.28 866.76 866. 17 1 674.21 67 67 59+20 36 RCP CL. III MH Type J-4 403 6.28 876.00 866. 17 865.28 1 873.89 1 C 1 C 62+ 17 36 RCP CL. III MH Type J-4 150 3.28 872.40 865.28 864.95 1 210.07 1 OUT 10 NOT USED 11 NOT USED 12 NOT USED 13 NOT USED 14 NOT USED 15 NOT USED 28 NOT USED 31 NOT USED 65 NOT USED -T TOTAL 10473 3 N � J OM M .. O D � O 0 0 o °oo°° �, R/ °0000 RECOMMENDED 2 CITY OF CARMEL HORIZONTAL SCALE ROAD FILE rrn j �, An �:�p18TEA••.,• °OO°off Lmmad FOR APPROVAL 136th STREET VERTICAL SCALE DESIGNATION DESI N E GINEER DATE N A No. 10300110 c STATE of o SURVEY BOOK SHEETS DESIGNED FS DRAWN: JJC STRUCTURE DATA TABLE 38 of 76 0 �° �� :• ' °°o CONTRACT PROJECT °0000 u 0000°° JAR FS X7 iN�4�R4A ��c CHECKED: CHECKED: 04-07 o � o � - - - - - ------ I-P ttl 'N777;j�_*, --- - --- --- - -- ---- -- - Pl - --- -- - - - - - - 1_ tF - - - - -- -- -- - O - - - - - - --- { - - - - - - ---- --- -- --- ------- - I --- -- IT I T_FT_ T P T_ __- -- Fw 1 1 + 141- J T --t ttrj� T _T -- - -- -- - ---- - - -- - 7 - - -- - - - _ i _ - - -- - ,. O V) c N HORIZONTAL SCALE _ ROAD_ -FILE - - RECOMMENDED CITY OF CARMEL O VERTICAL SCALE DESIGNATION o =..T \ FOR APPROVAL DESIGN ENGINEER DATE 186th STREET 1 " = 5' SURVEY BOOK SHEETS J++' t 0 o DESIGNED: FS DRAWN: JJC CROSS SECTIONS ---- - - - - -- 39 of 76 FS LINE 'PR-A' STATION 11+50 TO 18*50 CONTRACT -- PROJECT - 5 CHECKED: JAR CHECKED 04-07 o = n I� - - -- -------------- --- --- - - - - - 1 7 CF -- - -- I I - - - - 9; '1 -- - - --- - -- - 1 - i I I I _ I I 4- loo Win, AQ v I I _T ----------- rtt i i oo- Tl=_r4, vi al �l I I —41 j++ AMI III AW 0000 ool 7T 1 J15 UT' J-1 —J-1" IN Q i II - -- I I t I i i j I I " I - - - I f -- - -- _L__ - -- - - -- - - - -- --- - - - - - --- - - - - - - - - - - - I -- - - - - - -- - 4 0 0 -— _ -- — _ - - -- -- - - - - — -- - -- - _. _ - -- - - — -- - — - — — — - - - - - - - - - - -- - -- - - - 0 - — - o I -- - - o - -- - +� c E o 0_ HORIZONTAL SCALE _ ROAD FILE o RECOMMENDED CITY OF CARMEL ".° '� FOR APPROVAL / _ VERTICAL_ SCALE- _ DESIGNATION N T DESIGN ENGINEER DATE 186th STREET 1 " = 5' 7 F-: o o 'o __ a DESIGNED: FS DRAWN: JJC CROSS SECTION$ _--____SURVEY BOOK - --- --40 of 76 FS LINE 'PR-A' STATION 13*00 TO 14+00 CONTRACT - - - __PROJECT - - �; .. CHECKED: JAR CHECKED' 04-07 o � ------- ---- ---- I 1-- - - - i i I 1 I i I _1*77_1 t -1 t H—T I I TI II 1-ti- _1 J+1 — - -- -F- ---------- — - --- - RESIDENTIAL DRIVE _ --- - -- - _ -- -- - Poo- - - -- - --- ----- --- --- - ----- I - - - --- — - - - i - I I t I I I I , FT 4:14 - - ------ - - . -A W 17 t -�+n _14 1 A- -I CN I I I - - °' I I O -- - - E0 o HORIZONTAL SCALE ROAD FILE RECOMMENDED CITY OF CARMEL 1 " = 5' FOR APPROVAL VERTICA_ L SCALE - — DESIGNATION - 0 co 0 LL DESIGN ENGINEER DATE 136th STREET - -� „ 5' 0 0 SURVEY__B_ OOK __ ___SHEETS DESIGNED: FS DRAWN: JJC CROSS SECTIONS 41 of 76 CHECKED: JAR CHECKED' FS LINE 'PR-A' STATION 14+50 TO 15+00 - —CONTRACT - - -_PROJECT 04-07 o � - - - — - - - +T- FF4 ff-4 ---I- F 7- F- FI III I I I i—__t�_ t--rr 1— - -----T_ i T- - -- - I -- { - - -- t -- - - - - -- - - - - - - - -- - - - - - -- - 1 f- - -- --- - - - ' ttJ_ --- --- --- --- - --- -- - -- - - 441 -- -- --- - - --- - -- -- - - H--,44- n i+ I I 4T- F _�Ac_ 7__SF_ 4V- _F T IF it I I J_ t t� _ f - - --- - - - - - : - _ - -- HENLEY CIRCLE - - ---- - -- --- - - - - -- - -- -- - - -- - - - - - ---- - - - - _ - - - - - - -- -- -� -�- : 1 - - �3r - - - TT - - - - - -- - n - - - -- - -- - - CD - N U - D C E �i HORIZONTAL SCALE LE - o o RECOMMENDED CITY F CARM 1 5� A DESIGNATION o \ FOR APPROVAL DESIGN ENGINEER DATE 1 = 5' 186th STREET VERTICAL SCALE-_ 4t 44 TT _RTT L--iT- T7 N ° SURVEY BOOK SHEETS DESIGNED: FS DRAWN: JJC CROSS SECTIONS -- - ------ - 42 of 76 Fs LINE 'PR-A' STATION 1509 TO 1600 'A' _ CONTRACT _ __---- - P Rod EcT CHECKED: JAR CHECKED 04-07 o - o � i I - _ 4 A-d-_ I I I I IRA- - - • INY. V 1 1 + K 4`14 J+__ -- - 4 1 _t _-A I I I IRA. I ti i -- -- - C - - - - - - - - - -. .- - - - - - - -- - - - - t - - - _ -- ff - - - - - - A 1 S -- -- --- - - I- L --- -- -- -- - --- d+ I R)IW - -- - - - - --} o AA IF 1-1 t • � 1 i - - _ - -�- - - - - - -- - 4' r - __j -o - - - - - --- — — - - _ - - - _ - - a - - -� - _ - o - -, --- - - - -- - - - E 0 0 HORIZONTAL SCALE ROAD FILE o RECOMMENDED CITY OF CARMEL 5 - _- -- p •�° � FOR APPROVAL DESIGN ENGINEER DATE 1 5 136th STREET _- VERTICAL SCALE DESIGNATION 0 0 o SURVEY BOOK _ SHEETS DESIGNED: FS DRAWN: JJC CROSS SECTIONS 43 of 76 CHECKED: JAR CHECKED- FS LINE 'A' STATION 16+80 TO 17+50 -- - CONTRACT - -- _PROJECT - 04-07 o � i I I i I i - -- -- --- - - -4u -3u_TT+ - - -- --------- _j 77 1 1 -T- I -I i__-] _- FTF i ----- -- -- -- — - - I i _ - -- - - --- - -- -- � - - --- -- -- - - - -- - - - -- - - - __ - RESIDENTIAL DRIVE _Ai4n TF— J- T 1 1 1 r I I I 1 - - — - -- - - -- - - - - -- - _ -- Tid - - - - - - - - - --H __ J- i 41 Ott- I i j - ---- --- - - --- --- --- I - - -- - - -- -- -- -- - -l t 6p . -4-4 -H-fl i I I ; I I t - - 8 6. 1 -- - - - - - - - - - - - - - - -- - - - - - - 8 - . 1 1 �______d-1 ---- - - — - - --- --- - - -- - - - - -- - a N 3 J -0 N 0 0 - --- - 1- - - - -- - -- - - - - - --- - - - - - - - - - L O - L - _ - -+H__ i _-f-_ V) c E 0 a � o � HORIZONTAL SCALE ROAD FILE - o RECOMMENDED CITY OF CARMEL 1 " = 5' o FOR APPROVAL 186th STREET VERTICAL SCALE- - DESIGNATION -- N o DESIGN ENGINEER DATE 1 " = 5' o �o DESIGNED: FS DRAWN: JJC CROSS SECTIONS _SURVEY BOOK 44 of 76 SHEETS CHECKED: JAR CHECKED FS LINE 'A' STATION 18+00 TO 18+28 ___ - CONTRACT PROJECT o � 04-07 I I I I I -- -- -- -- --- --- I I L 1 11 1 j ___ - 11II -- r JA• A Jv S 1 S - - -- - - - a _ rti r, N1 IM W III J- F - I -7- I F—F, io -t tj ttf G.- CYS =-27 9(S--T4 4. 1!L 7U11, 11 ------ I I I I , I I - - - - ---- -- I I I N _3�1�-t_ -r--t-rtft10---- _ -- - - ---- -6 17 ____1 _t+, I I f-T -T I I- W E0 o_ D_ C) o M - o HORIZONTAL_SCALE-_ _____ ROAD -FILE o 1 RECOMMENDED CITY OF CARMEL " = 5' o VERTICAL SCALE DESIGNATION 0 co T FOR APPROVAL _ 136th STREET _ 0 DESIGN ENGINEER DATE 1 " 5' 0 0 L + T 4 - tjTT- #-7- DESIGNED: FS DRAWN: JJC SURVEY BOOK SHEETS CROSS SECTIONS - 45 of 76 oa = CHECKED• FS LINE 'A' STATION 00+00 TO 00+00 CHECKED: JAR CONTRACT PROJECT 04-07 I I i I _ I I _ - - - 4: I I I --- --- --- - JT TT I_TT TJ [7 c F 1 r J+1 TI-4 I III IIIIAP011 I I - - - -- _ _ RESIDENTIAL DRIVE - - - -- - -- I I I I I -- --- —-- -- -- - - ---- - a- 4 - - - - _ - - - - - - -- -- -- -- - - - - - - — -- - - -- - - - _ - I I -- - - - Q t- - IV c I - - 419 SF' ----- - kF C) - - -- - - - - - - — - -- - - - -- - -- - no co i _ . 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FOR APPROVAL VERTICAL SCALE DESIGNATION -44 Rj to N o DESIGN ENGINEER DATE !96th STREET 1 " = 5' 0 0 DESIGNED: FS DRAWN: JJC 1) Z_j CROSS SECTIONS SURVEY_ _ BOOK _ 46 SHEETS TS 76 CHECKED: JAR CHECKED- FS LINE 'A' STATION 19+50 TO 20+00 CONTRACT - - -PROJECT_ - - - o � 04-07 ----- ----- I --------- ------ - ---- IIIL l _17 ---- -- ----- I I I I TIFIF 1. 1 1 tF ---- ---- -- JJ - I I - - - -- - CHESWICK BOULEVARD - - - -- - -- - -4-f - ------ sk" +1 1 F. 885- -- - -- -- I , I _T_ I— 1 1 ARc cp N - - - - - - - --- - - - - - - - - - -- -� --- - 70 - - - - ; ITU C E 0a_ U) N r� o _ HORIZONTAL SCALE ---____ROAD FILE - RECOMMENDED CITY OF CARMEL a FOR APPROVAL VERTICAL SCALE- DESIGNATION - T DESIGN ENGINEER DATE 186th STREET 1 " = 5' o 0 0 Q DESIGNED: FS DRAWN: JJC SURVEY BOOK - SHEETS - CROSS SECTIONS - -47 - of 76 FS LINE 'A' STATION 20+b0 TO 81+00 CONTRACT - - PROJECT o - CHECKED: JAR CHECKED - -- 04-0 oILL - - - - - l fa -k-4-- t 1—T G,441 . r FN U . i+v T --D- 4 7- -4 tftt- --FT-T r J 1 T --4T , --- -- -- -- - - -- - - - _ I -- ------- -- — - -- - - - - - -- - - - - -- - • - - -- 7- - -- i - ---- ----- wv tt --4-J 4J F-1 it - - - -- I 44 - - - - ---- - -- - - - -4411 4- 1 T I- win. 7 CID r 4 —lT T —Tl I I I I I I I J, III I — - -- - - -- I _L - -- - -- - - -- - -- - 4-Aft - - - - - - - - -- - -- --- -- N - - - - ----- ---- - - p , - o 0- ---- - - 2b I - - - --1 - - -1 -- - - -- -- -- - 0 - - - - - -- - 70- - - - - V) c E D O n L N r�) CD RECOMMENDED CITY OF CARMEL HORIZONTAL SCALE ROAD FILE_ - 5' �� FOR APPROVAL VERTICAL SCALE - - DESIGNATION T DESIGN ENGINEER DATE 186th STREET O o .F -SURVEY __ a DESIGNED: FS DRAWN: JJC SURVEY BOOK - SHEETS CROSS SECTIONS 48 of 76 FS LINE 'A' STATION 21+50 TO 22+50 CONTRACT PROJECT CHECKED: JAR CHECKED- - 0 - - 04-07 oLz - - - ----2CF - - - - AA. tl I R4. ) - - — --- ----- - - - - - - - 4 - - - j-:7jj�7H -- - - -- (-2-4 --- ---- ----- -- - -- - - --- --- -- - - - -- ----- - -- --- - ---- --- --- ------- ------ - - - - - - - - - - - -- --- -1 77- - oe- - - -- - - --- - - - - - - - - - -- -- - T-77 - - _ - - - - --- ---- -- -- - -- -- --- --- - - - -- i - - ---- - - ---- ---- - - - - - -- - - - - - - - - N 3 ' i- - - -- - - -- -- -- --- f-4 _ - - - - - - - - - - - --- - -�- - 0 -- ----- Q- - - --- - - 170 - - c E C) d Ln N r� O 0 HORIZONTAL SCALE - ROAD- _FILL RECOMMENDED CITY OF CARMEL 1 " = 5' ° Lmma�,. � FOR APPROVAL 136th STREET VERTICAL SCALE - -DESIGNATION DESIGN ENGINEER DATE 1 " = 5' a 'o DESIGNED: FS DRAWN: JJC CROSS SECTION$ _ SURVEY BOOK- _ - - 49 SHEETS TS 76 CHECKED: JAR CHECKED FS LINE 'A' STATION 23+00 TO �v'4fOO -- CONTRACT -- _ - _PROJECT C) � 04-07 - -40 - - - - -- --t-HF I 71 --t- ;I I Irlylill I I I I I I I I - - - - 4 t - - - - -- I - -- - -- -- -- -- --- - i - I f i I i -- - - - - - - 1 - i I I I I I V5(yj _TTF I- -- RESIDENTIAL DRIVE I I 1_4___LJ Y�n IT F1 TrI I - o LDC)N - - -- - -- - - - - - - - - - - - -- ------ -- -- - 1- - - -- - - -- --- a - - --- --a--- - --- -- - - - - -- -+- - - -- - -6 ------ - 710t- -� _�7f —V) FZ 0 c � U � N r� HORIZONTAL SCALE ,� RECOMMENDED CITY OF CARMEL 1 >, = 5' - - ROAD FILE- ° co FOR APPROVAL VERTICAL SCALE DESIGNATION ° � 136th STREET -- - - o DESIGN ENGINEER DATE 1 = 5 Z_j o 'o DESIGNED: FS DRAWN: JJC SURVEY- B_00K____ SHEETS CROSS SECTIONS - - 50 of 76 CHECKED: JAR CHECKED• FS LINE 'A' STATION 24+26 TO 25+00 CONTRACT PROJECT -- ° - 04-07 o � -- --- --- --- - --- -- --- - - -- - - --- --- ---- - -- - - -- - _ - --- - ----- - - HF- I 7111 111 1 - -- - -- - - -- - I - 4T - - -- - - RESIDENTIAL DRIVE T_ T ZZ ___TT�_ _4 t4_R__ Fee FU —eel —ft . . . . . . . fi-tt - - _ - - - - - - - - -- - - 0 N — - - O (nu t_±J N C E a pj O HORIZONTAL SCALE _ROAD L o RECOMMENDED CITY OF CARMEL FOR APPROVAL VERTICAL - SCALE_- DESIGNATION o co DESIGN ENGINEER DATE 136th STREET 1 = 5' N O 7 F- ° DESIGNED: FS DRAWN: JJC CROSS SECTIONS 51 of 76 SURVEY BOOK SHEET CONTRACT FS LINE A STATION 25+50 TO 26+00 - PROJECT -- - CHECKED: JAR CHECKED' 04-07 0 LL_ - -- T-4--t- -77 1 —1-1 11 lilt] - - -1 -, - - - I - t _ i -- -- -- ---- --- -- I j ----- ----- -------- - --- J+ - T I-- i+-t H----J.- ------ TTT 1+�-+- -++++E - 1 --1 tt IF IF I -4-J- - - RESIDENTIAL DRIVE -- - - - - - - - A-NO P-T- 14- —4#t# ---- -- ----—--H+-t-r-t- F1% TV j ; - - --- - - ----- - - - -- - - _ I L. - - -- - - - -- - - - ------ ----- -- I o - 50 - - 6 - _ _ -- 70_ ---- - - , - - - 0 � i HORIZONTAL_ SCALE R_0_AD FILE N r� RECOMMENDED CITY OF CARMEL 1 = 5' FOR APPROVAL n T- VERTICAL _ 5CALE_ - DESIGNATION N DE SIGN ENGINEER DATE 136th STREET o >> _ +H1 4�c 0 o FS DRAWN: JJC CROSS SECTIONS SURVEY BOOK - 52 SHofTS 76 DESIGNED: i , CONTRACT .. 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