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HomeMy WebLinkAbout136th Street & Oak Ridge Road Roundabout BOARD OF PUBLIC WORKS CARMEL, INDIANA DIANA CITY OF CARMEL , Aft MAYOR JAMES BRAINARD OJECT 04 `� I j � LORI WATSON ---- r AM ---� MARY ANN BURKE F R _ a 136th STRF�. ET D Ca ux 11"1111111111 1 _ Q CITY ENGINEER -- o MICHAEL MCBRIDE, P.E. BI j 5 HAMILTON COUNTY 1 -Blue Sky Ct N � �� C , � r- � t. o m = - �' B .c en Rd �- ar& PR ROAD PL K I I E D ROUNDABOUT -ne 0 e HOLEY HOLEY SAYS s Pons Po;nre D,t° 0e; t -.- p -. - - CY r0€I� O �(� •- �I �_ Creek �- � ,_ G � I v� -- - race - DIG Twin Oaks D�° � o . �; � _ N-� ���� �� - - - BLIND UTILITIES ! H a u e rs�ra w D r=te �; ° �! _---- � Nevele Ln � � � � - - �� ' 3 a =s Ali P nds Cir Adios Pass I�c W 1 41 st d p - St -- - - -- . Ci cle Dr j a�.x1'�€ng�' III Blvd m / 'c WATER & SEWER: c , SANITARY I m Circle m I � O I m Carmel Water & Wastewater Utilities row - 760 e ¢ ' I ,> (n ! .1- �s CJ iHai�ale Dr/ "IT'S THE LAW" 3rd Avenue SW, Suite 110 r , � - % CALL 2 WORKING DAYS BffOlii YOU DIG Carmel, IN 46032 t 317-571-2443 ° ® I �� -- � �� M"rn! 1 j r 1 -800-382-5544 E Twelve ; Oaks '� �� 1- � - CALL TOLL FREE y ! ---- --- PER INDIANA STATE LAW IC-8-1-26-1 Contact Person: John Duff � ,� i — — d M!1 ,,�t Q I %� , j ET SEQ. AS AMENDED AND SUPPLEMENTED, �—\- TELEPHONE: � �,, ---m� -�`-' PROJECT�-- � -�Thor�lbird Lr'j ;-- `; ! C_' r o IT IS AGAINST THE LAW TO EXCAVATE V I WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING Dr LOC"ATION SBC addl - r �/ ! SCALE 1" = 1000' F DAYS BEFORE COMMENCING WORK. Smokey Row 5858 N College Avenue - _ 136tH Si Indianapolis, IN 46220 Contact Person: Greg Cammack C� 317-252-5134 - INDEX and Dave Musall ® 317-252-5143 �;, X�,� I i y J I �� _ - l�ff/e�` °° J > =f SHEET N0. DESIGNATION Q CABLE: , -� - �� � � --t Co � -� v . . Bright House Networks �. ;� _ ,p ,. Cr = 1 TITLE SHEET - `-HOC e p M 3030 Roosevelt Avenue ° �, ; �}: ��� � �. � o � Indianapolis, IN 46218 �° ,� o 0 °#' j d 7" *r Ly-n n e D r cn 3 2-3 TYPICAL SECTl01oJ5 2 Contact Person: Joe Evans 0 ; % o o Q -� '`-- 317-339-9025 `� �° -� I - .� ' ViVi001 Dr i a� o ° 4 DETOUR FOR STREET CLOSURES o � o > -_ - GAS: ------ ---- _ - ! W 131 st f �°\ �_ ` 5 PLAN & PROFILE - LINE A136 ,. - o r - - > Vectren Energy eliver ' _ 9Y Y I ° Q 6 PLAN & PROFILE -- LINE'B" & D P.O. Box 1700 Nottingham C# g � Noblesville, IN 46060 -a 7 CONSTRUCTION DETAILS - LINE C I �? r� = mersor R Contact Person: Don Perdue > _ �_� 317-776-5534 - r.1 7-1 � ° - I ? o Wilso D Industrial D I t 8 GEOMETRIC & SPOT ELEVATION DETAILS I Boi1n CI `� L- ! C oll PIPELINE: -- ti -~ `� j' ( ? 9-10 STORMWATER POLLUTION e Dorset Blvd i`� �Colleg1e Way PREVENTION PLAN Wood River Pipe Lines LLC !�,� °°' ,i - - z '� - -- r-_ _ r O 5405 West - --- '` ��` r � `� 96th Street `� �" ° a ° - Indianapolis, IN 46268 ! /' = r - - 11 12 BOX CULVERT GENERAL PLAN r Ransburg Dr ° Ki h Ln �/ Contact Person: Dick Waddell _ a , AD o i h, 1 O c , ---- v-- . --- T -- _ _ .Q m 13 PAVEMENT MARKINGS & SIGNS 317-870-0115 � �V 126th $t i � � 0 12 th St -- o > h Ciaridge�1A[a m �_ �' � ��-� � � 14 LIGHTING & CONDUIT PLAN Buckeye Pipe Line Company I, 940 Buckeye Road ray ° �-- / %- - m a 15-16 DATA TABLES & MISC. DETAILS -v _ -° t---- Lima, OH 45802 Adams E Contact Person: Martin White ��P�� 17-21 CROSS SECTIONS - LINE "A136" 419-223-4015 o �- ®I Mayfair 0 Ln ELECTRIC: Helf rd L � ,, � � � Imo; � � \�i� � _�_ 22-23 CROSS SECTIONS - LINE "B" _ -�---- -I Suffolk Ln J� n ` i / ��_ ° 24-27 CROSS SECTIONS - LINE "C" Cinergy � i 122nd t / c� _____ Transmission & Distribution W C�eekwQOd Ln -- - ----------- -- —J 28 CROSS SECTIONS - EARTHWORK VOLUMES ri �s [�� ��CIa -�pringsdr � !--- _ - � ,_- -� w v 1619 West Defenbaugh v P.O. BOX 3039 c - Kokomo, IN 46902-3039 INDIANA INDIANA DEPARTMENT OF TRANSPORTATION Contact Person: Carl Horoho STANDARD SPECIFICATIONS 765-454-6191 CI ICATIONS DATED 2006 TO BE USED WITH THESE PLANS FLOOD STATEMENT: �Il,t:�r� f',>j t xarii un PLANS ����i��P C. aF�y�i, _�`� � �"o Ft�, DESIGNA'nON BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM 'FIRM - FLOOD I ,ci�,���olis Ir�dian�_ PREPARED BY: THE SCHNEIDE_R CORPORATION _ 317-826-7100 i --- PHONE NUMBER z No. INSURANCE RATE MAP', MAP NUMBER 18057CO207F, EFFECTIVE DATE: r" -'a C' 1'�'' �.� 10100226 �_ �1 97-5 -7 l 00 STATE of 4Q SHEETS FEBRUARY 19, 2003, THIS PROJECT IS LOCATED WITHIN THE 100 YEAR ��� ,,- F,-�,�i,C � ,� � �� s ^'x'0101 '' 1 of 28 FLOODPLAIN BOUNDARY, AS SCALED FROM FIRM MAP. GERnFIED BY:- - �..� - 2 g a� - •, ,,� ����`\���� DATE // //I111A 1II\��`�\ CONTRACT PROJECT 04-08 T DAB tRIP04F . of No 104 LINE "A136"--,,, 5" 8.0' 6.0' 2.0' 12.5' W.1 0' [1] '16.0' 2' 5.0' 14" 2' [2] --'*- VARIES 6.0' TO 12.0' [2] 2' [21 26 L 13" SLOPE PROFILE GRADE I 1',.l- PROFILE GRADE 1"] 7" 26 1 2% MAX. VARIES 2% 0 EOP -- - 2% 2% - 2% 14 1 T-11 2% 0 0.5' TYP. 0.5' T 26 Typ. 0.5' TYP. 24 26 --�% - K 16 26 D 15 15 U S 3s ROLL CURE . MODIFIED 136TH LTIIEET U NOT TO SCALE [1] STA. 350+46.86 TO STA. 350+72.23 [2] STA. 350+72.23 TO STA. 351+63.42 8.0' LINE "A136" - VARIES VARIES 0' [1] 6.0' 2.0' 16.0' & VARIES 2.0' 6.0' TO 47.2' 2.0' 16.0' & VARIES 2,0' 5.0' 5' @ 2% [1] PROFILE GRAD PROFILE GRADE 2 SLOPE 2% 2% 6 2% MAX. 2% VARIES 2% 2% 3.1 26 TYR 2 6 D 6 Q�' 15 S s 15 6 u- U 136TH STREET U j5- 12: STA. 351+63.42 TO STA. 351+90.00 lz STA. 354+10.00 TO STA, 3541,3r.96 14 [1] STA. 354+13.96 TO STA. 355+06.87 C14 GEOTEXTILES FOR 1* UNDERDRAINS AGGREGATE FOR UNDERDRAIN LINE "A136" 3q 6" PIPE TYPE 4 FOR UNDERDRAIN 5.0' r 0' [1] 2.0' VARIES VARIES 2.0' UNDERDRAIN DETAIL SHOULDER NOT TO SCAE PROFILE GRADE 0 1.0, 26 - 2% - 2% PVMT. MARKING 27 26 15 CENTER OF CIRCLE /117N P S K 136TH STREET ELE V. 852.34 U STA. 355+06.87 TO STA. 355+55.00 461 [1] STA. 355+55.00 TO STA. 355+86.14 v 4.0'----*- 2.0' PROFILE GRADE 18.0' - 2.0' 6.0' 0.0' OR 8.0' MIN. 4%- - 4% - AND LINE "C" SLOPE 26 IN* 41o' 2% - VARIES 1 2% MAX. 26 6 26 A 17 w D S 15 U ROUNDABOUT CIRCULATING ROADWAY SEWN LEGEND STA. 10+00.00 TO STA. 13+26.72 LINE "C COLORED AND PATTERNED CONCRETE, 7" ON LINE "A136" LINE "A136" 12" COMPACTED AGGREGATE BASE, NO. 53 CO 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON VARIES 2.0' 4" COMPACTED AGGREGATE BASE, NO. 53 STONE SHOULDER 8.0' VARIES VARIES EXISTING - EXISTING EXISTING HMA SURFACE, TYPE A ON PVMT PVMT PVMT 5.0, 275#/SYD HMA INTERMEDIATE, TYPE A ON 1.0, --a- 1.0' ---- 1.0, 26 5" COMPACTED AGGREGATE BASE, NO. 53 STONE F- SPECIAL V-DITCH GRADE CONCRETE SIDEWALK, 4" 2% 1 1 SLOPE 2% 4- 2% MAX. VARIES.- 6' l f 2% O L 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5rn m ON ............f 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 26 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON R K D R 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, OG19.0 mm ON K 15 OR330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm -e)n 7 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5mm ON SAW CUT RE7QD SAW CUT REQ'D-/ U HMA WEDGE AND LEVEL, TYPE B, ON 1.5" SURFACE MILLING INCIDENTAL CONSTRUCTION INCIDENTAL CONSTRUCTION SO SUBGRADE TREATMENT, TYPE I STA. 348+28.37 TO STA. 349+00.00 STA. 349+00.00 TO STA. 350+46.86 UO 6" UNDERDRAIN @ COMBINED CONCRETE CURB AND GUTTER (TYPE 11) COMBINED CONCRETE CURB AND GUTTER (TYPE 111) HORIZONTAL SCALE BRIDGE FILE �Xx RECOMMENDED ROLL CURB, MODIFIED '6'GISTE% APPROVAL CM OF tn s VERTICAL SCALE DESIGNATION FOR AP -W6 ATE lndii�IHJJ-di'Sl' No. E lGwii�/ ATE , _ I -- lL4"=lp SODDING 1 G t 6 7 -.0 10100226 cr --------- STATE OF 44 DESIGNED: SS13 DRAM: SSB SURVEY BOOK SHEETS c4 /AfDl PO' 136th ST. & OAK RIDGE RD, CURB RAMP (LETTER INDICATES TYPE) A q I < (D ':�117--819-6 7100 2 of 28 /GNAL ///lllm\\\\X CHECKED: -AC-D---- CHECKED: ACD PPICAL SECnONS CONTRACT PROJECT j 04-08 UNE "D" - VARIES 8.0' 6.0' - 2.0' VARIES 2.0' VARIES - 2.0' VARIES 2.0' 6.0' 8.0' 26 14.8' 10 0 13.3' 14.3' TO 11.3' 13.6' TO 12.6' SLOPE PROFILE GRADE .27 2% PROFILE GRADE SLOPE A 26 L ------ 2% VARIES _2% MAX. 2% MAX. VARIES 2% 7Z 7 7�-7 26 y 15 U 26 26 _ D (116 16 15 S S U \�S) OAK RIDGE ROAD STA. 136+90.00 TO STA. 137+00.00 LINE 2V 8.0' 6.01 2.0� 13.3' TO 12.0' 2.0' 1-­-- VARIES 11.3' TO 6.6' 2.0' VARIES 2.0' - 9.0' 5.0' 26 1 12.6' TO 12.0' SLOPE PROFILE GRAD[ % PROFILE GRADE 2% MAX. VARIES 2% SLOPE VARIES 26 1 2% MAX. 2% 0' MAX. SAP 26 26 26 F D ! K � 16 15 S U OAK RIDGE ROAD U STA. 137+00.00 TO STA. 137+24.00 LINE 61 12.0' 2.0' VARIES 6.6' TO 6' 2.0' 12.0' 2.0' 9.0' 5.0 26 1.0' 1 PROFILE GRADE PROFILE GRADE-\ R SAW CUT C SLOPE VARIES 2% MAX. UT REQD 2% L D , I& D co 26 F K 16 26 15 TRANSITIONAL CURB EXISTING PAVEMENT OAK RIDGE ROAD S U NO SCALE STA. 137+24.00 TO STA. 137+31.69 LINE "D" VARIES EXISTING PVMT --- 2.0' - 9.0' 5.0' 26 EGEND PROFILE GRADE 0 1.0, COLORED AND PATTERNED CONCRETE, 7" ON //CR \ PVIVIT. MARKING 2% 12" COMPACTED AGGREGATE BASE, NO. 53 w- SLOPE VARIES 2% MAX. 6" CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON R 4" COMPACTED AGGREGATE BASE, NO. 53 STONE EXISTING PAVEMENT -// 15 26 F 165#/SYD HMA SURFACE, TYPE A ON SAW CUT REQ'D S GENERAL NOTES: 275#/SYD HMA INTERMEDIATE, TYPE A ON U 5" COMPACTED AGGREGATE BASE, NO. 53 STONE INCIDENTAL CONSTRUCTION °- TAPER TO EXISTING 1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS. O CONCRETE SIDEWALK, 4" STA. 137+31.69 TO STA. 138+26.74 2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE O 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5mm ON STRUCTURE. 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION TO THE PIPE. 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, OG19.0 mm ON 4. ALL EXISTING PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED UNLESS 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm NOTED. O 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5mm ON 5. THE CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY SURVEYOR'S OFFICE AT 317-776-8495 HMA WEDGE AND LEVEL, TYPE B, ON 1.5" SURFACE MILLING THIRTY (30) DAYS PRIOR TO CONSTRUCTION PER INDIANA CODE. O SUBGRADE TREATMENT, TYPE 1 6. LIMITS FOR SOD SHALL BE THE FURTHER BOUNDARY OF EITHER THE TEMPORARY SILT FENCE OR THE UO 6" UNDERDRAIN CONSTRUCTION LIMITS. COMBINED CONCRETE CURB AND GUTTER (TYPE 11) HORIZONTAL SCALE BRIDGE FILE COMBINED CONCRETE CURB AND GUTTER (TYPE 111) 1/4"=11 C DeA RECOMMENDED 0 urry Ifist(wic. F A VERTICAL SCALE DESIGNATION FOR APPROVAL 4ESIGN W ROLL CURB, MODIFIED H901 01�is A-vefilie No. kQNEE bA lZ4"=l' Indi�napoli�, Indiana: 10100226 SODDING 46216--1037 STATE OF SURVEY BOOK SHEETS DESIGNED: SSB DRAWN: 3 1 __866-8 7,3;- 100 136th ST. & OAK RIDGE RD. of 28 OX CURB RAMP (LETTER INDICATES TYPE) `j1 7-82 6­7 10 0' N CONTRACT PROJECT CHECKED: ACD CHECKED: ACD TYPICAL SECTIONS 04-08 CONSTRUCTION SIGN SUMMARY TABLE LEGEND TYPE MESSAGE REQ'D. A "ROAD CLOSED AHEAD" (XW20-,3) 4 Fil F2-] A "ROAD CLOSED 500 FEET" (XW20-3) 3 F-31 j A "ROAD CLOSED 1000 FEET" (XW20-3) 2 [-4] A "DETOUR AHEAD" (XW20-2) 3 / '1� &P STANDARD BARRICADE, TYPE 111-A 6 F51 BARR TWO (2) AT EACH LOCATION RCSA ROAD CLOSURE SIGN ASSEMBLY, ❑ 3 "ROAD CLOSED" (R11-2) ���ROAD CLOSURE SIGN ASSEMBLY, F7] RCSA "ROAD CLOSED TO THRU TRAFFIC" (R11-4) 2 w/ DETOUR ARROW (XM4-10) d e& 4 0 �dP A ADVANCE CLOSURE NOTICE 3 0 9 T 10 Lo DETOUR F9 9 T ROUTE MARKER ASSEMBLY 12 146th S 0 DRMA (XM4-8),(M4-6B MOD.), W1 (M5-1S), ] (M6-1 S), (M6-3S), OR (M4-6S) 9 DETOUR ROUTE MARKER ASSEMBLY 4 DRMA (XM4-8),(M4-6A MOD.), W/ (M5-1S), (M6-1 S), (M6-3S), OR (M4-6S) %0 NOTE TYPE A SIGNS SHALL BE EQUIPPED WITH TYPE A CONSTRUCTION WARNING LIGHTS. Z: 141 st ST V) C> CONSTRUCTION NOTES: 1. DRUMS OR CONES SHALL BE PLACED IN ACCORDANCE WITH ALL APPLICABLE w 10 9 C> INDOT STANDARDS AND SPECIFICATIONS. TYPICAL PLACEMENT ADJACENT TO ROADWAYS IS AT 20 FEET SPACING FOR TAPERS AND r-%,UR\IES AND 40 FEET SPACING FOR ALL TANGENTS. ir RUMS OR 2 2. ALL IMPACTS TO EXISTING SIDEWALKS SHALL BE MARKED WITH D 9IN 4 CONES WITH LIGHTS SUBJECT TO THE ENGINEERS APPROVA L TO WARN USERS AT NIGHT. L0 6 Z 07 3 10 CE WITH SECTION 801.12. 3. ALL DRUMS SHALL HAVE LIGHTS IN ACCORDANCE 4 136th ST EIN �FF 15001 i 5001500 ......... 4 ROAD CLOSED R11-4 000 5 8 TO 0% ROAD 00 IRV) 2 THRU TRAFFIC 0_� CLOSED XW20-J �lc F [_71 AHEAD # DETOURI XU4- 10 (L OR R) C) 160 000") ROAD F2_1 CLOSED XW20-3 136th STREET & 131 st ST 500 FT OAK RIDGE RD. C' AFTER -OSED ON OR *SIGN TO BE PLACED ON NB OLD MERIDIAN ST. ROAD El CLOSED XW20-3 000 FT E XY 4-8 ❑ r136th STREET� M4-6B MOD. M5- 1 S (L OR I?), DETOUR XW20-2 OR AHEAD M6- 1S (L OR R), M6-3S, OR Y4-5S DETOUR XY 4-8 ROAD R11-2 (1OAK RIDGE RD. M4-6A MOD. CLOSED OR M5- 1 S (L OR R), P*7ij M6- 1 S (L OR R), IV6-3S, OR M4-6S CONSTRUCTION SIGN LEGEND 30" 3011 BRIDGE FILE HORIZONTAL SCALE 1~=1000' Fort c RECOMMENDED 115 - Lle,�,' C= 0F VERTICAL SCALE DESIGNATION OAK RIDGE RD 15 136th STREET Glsmp, FOR APPROVAL NA No, ESI�GN GINEER M4 -6B MOD. SURVEY BOOK SHEETS I of 28 0100226 M4-6A MOD. STATE OF 4 DRAWN: BAB 136th ST. & CUSTOM SIGNS IDESIGNED. BAB OAK RIDGE RD. t H,_1`5 7!U CONTRACT PROJECT NOT TO SCALE ""/CNAl_ CHECK®. 04-08 ,qmw ////' I I 1 11"1�'x\\\' CHECKED: ACD ACID DEMUR FOR STREET CLOSURES BLACK LETTERS ON WHITE BACKGROUND 7 // 1 , , I ­­_ Formerj�T Schneider Engineering Corp, OtAllen, Mo.v('r, ( ill-,ofl �x� As c;C. 349+00 350+00 351 + 355+00 356+00 P.I. 353+32.96 nA136n ` I ` VILLAGE MOUNT CARMEL DIA HOANH AND +? � ` '� 'I - �; �' = 0'15 29 LT. NIN SECTION 368 351 ___� 1 +70 S fl 5 �� ,R NO CURVE RUN 5 / • � 350 � � DONGTHI TRAN N�YEN - _ �',. � I � I�� _ z7 ,�; r�� - ` SECTION MON. REQ'D DJILL M. WAU(�lD MANHOLE, TYPE C-4�& N , I i; 1 SECTION 24 T18N R3E I I 79 OF 24 RCP REQ'D !ABBY AND W 100 YR. /J-�Itl CLAY TOWNSHIP JOHN W. AND �, STEVEN W. AND d- n n _ n n '� CHARLENE WHINNERY r- E U: P.O.T. 3� +13.95 A136 1 ,i, L . I' ` FLOOD PLAIN /�_ JANE D. ,x !I w JANE S. HOSTER w {I _ --_ -� ; r.` , r`;s '\ W :f /� , HAMILTON COUNTY 1 +99 B STR. f16 WESTERNEIER _ __ _P.O_T.._ I �. d w, 64.99 - - INLET, TYPE C 15 & I� iQ L_ - _ - - - -- - - - - - - - - - - - -- -�, --- � z _ ,e �� � ��� �;�� �� +79.1 - - -157 TONLAS,S IPRA� - � - - - - - - - - - Q C, 76' OF 24n RCP REQ'D �� 1o'X1o' EASEMENT FOR 2 ?� �,��``� s f' i� ( �� 5�5 1.0'- ON 152 SYS GEO TILE /Q``� +54 STR. N0. 27 n n DUSK TO DAWN LIGHT U �' ' D SEC110N 23 T18N R3E _ f, °�' Q / i I � � _ z �� � _ 1 +77 D STR. 7 �. - o{ -, ;I - CONST. IMITS /o 50 OF 12 RCP w SAJiTARY MANHOLE �, �� _Ivl ���� �, I� I� R +21.9 / T; 8� �' CLAY TOWNSHIP ��;'. '� ,� �� - ..lw +58.83 / REQ'D INLET, TYPE B-15 & PROPOSED 12 PVC SANITARY _�_ 35.2 r' 2 PIPE END SECTIONS INV W 850.1Y 8" CLAD' ,.,, I� HAMILTON COUNTY _- ! � � � '' � > R W O'/ - n!NV N 840 0:, 8' uf�K��;o��'f1 � � � (BY OTHERS � �' �`'� �� �1�� - _ APP. EXI � R - �-n--�a 1 _ EQ `- Af�� `XIS? A+�,� i1 v� - - _ _._ -�-=_ ;'I ? , ' _ ��:�J . -�, � _� _ (a.5 C6*) _ � �-��` END INCIDENTAL CONSTRU00N CONST. LIM �-_�-Ir- _ _ -: � I ' T. - - r - _ : 1 t 5 _ - ---- _ 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 +00 �� I 45 SECTION 26, T18N, R3E \ \ , CLAY TOWNSHIP �� ° LARRY AND +09 STR, 28 HAMILTON COUNTY s �', � ��� CHARLENE WHINNERY � i, , '� INLET TYPE C-15 & \ CONST. LIMITS (- - - - - - - - - - - - - - i I 40' OF 15" RCP REQ'D IN CONSTRUC110N IM <STA. 134+90.00 13� I t I SECTION 23, T18N, R3E +09 Spa. m ' CONS-1. LIMITS w CLAY TOWNSHIP INLET TYPE C-15 & FRANK K. REGAN , — ; I Z � `� '> � � o HAMILTON COUNTY 38 OF 15 RCP REQ'D 9 TONS REVTMEN• RIPRA ON , �- •' I' � � �� N E P L l � 1 14 SYS GEOTEXTIIf 1 �'� Imo„ —� EQU: P.O.T. 136+26.18 "B" +16 STIR. X31 �I +00.92 ,� = P.O.T. 352+84.53 A136 ; INLET TYPE C-15 & .97 17 .36 7' OF 12" R & �, KAREN E. RADEMAKER TRUSTEE RCP REMOVE EXIST. INLET & 24 OF DIA HOANH AND EXIST. PIPE CONNECT TO EXIST PIPE REQ'D I � I DONGTHI TRAN NGUYEN _ i, ff �� p FU E _ I� i f C i i .fie __.. Q +16 STRs P.O.T. 136+26.1$ / � Lj �NOIS ST ,�" - I � ' i`�- .O.T. 35.3+13.95 A136 �I X32 _ — !'. s \ ,. . 2 �° � INLET TYPE B-15 & 100 YR. FLOOD PLAIN I 7' OF 12» RCP REQ'D „ P f K/_ I i RE ,�� F_XI M,h � i~0 TION � / �3 +68 STR. _ t END CONSTRUCTION �t LINE 1 , f F EXIST, PIPE A. 6.7 ,, r „g - - - _ INLET TYPE 138+2 4 D � .' REMOVE EXIST. INLET & z E J 10 - � y..;_ - � ,d 48 OF EXIST. PIPE �----- . � � �� 5' OF 12" RCP & m PIPE REQ'D f. o � CONNECT TO EXIST 66 100 YR. FLOOD PLAIN ,f / �`. A �` L +R 1W -----, _ ✓ -` +37 STIR. / 9 TONS REVTMENT RIPRAP ON _ �` �, %i 4.9 -- --- - APP. EXIST._ 50 -R�W-- - -� - �, - 14 SYS GEOTEXTILE _. _. _ _ _ _ - _ __ ____ __ _ --- ___ __ _ TING TO GRADE • _ _ _. — A U ._. �- � DJ ST CAS11N +88.84 � �` �` � °.°• \ '. ' - �� - �_ uT— w • , - - - w 201.29 + STIR. #35 __- -- — -- ------ ----- ---- 79 r _ — --- TING TO GRADE f 11 TONS CLASS I RIPR P _ __ _ -^ '� ADJUST CAS11N 25 SYS GEOTEXTILE •- .® —A D� ,� ----- -- - �NEU c� l• ,r i� . - _ — —o `Z - UNE OAKRID ROAD • - � ' � UNE "D" ` _LI � �� UNE _ --- — - \ < CONST. LIMITS FRANK K. REGAN �-_ - -- - ------ — — -- " A � � ����, c> -: 1, -� �_ — �-- -�< - -- - .-_- --- — __� ? ,— a o ti 0 y \ : - , - r "" 1 c 1 \o < V +81.0 nrs`�� REMOVE EXIST. INLE ° SEC11ON 25 T18N R3E 94.4 CONST. LIMITS CLAY TOWNSHIP N - — m 32 HAMILTON COUNTY SECTION 24, T18N, R3E IC X s CULVERT a �� - - — :% �'! ,_ 4, CLAY TOWNSHIP �� - REMOVE EXIST. INLET & — r 1 i` D c �° - 2 OF EXIST. PIPE HAMILTON COUNTY PROPOSED 18 PVC 137.42 SANITARY (BY OTHERS) n'�„F P 1 -- y 'v\ I -_ _ ' ,, � APP. EXIST. 50' R/W - \ +R/W GEORGE P. HENN w JOHN _�I -- 64.99' DELBERT L AND SAN z K EN J. WALDON �\ o % _ ----- —�— s a \, �� \ V I � ` ` ?.' JILL M. WAUGH z � it I 11 ALL R W DESCRIBED FROM UNE A136 EXCEPT AS SHOWN. 860 - - — — — - -- --- -- --------r---- -- ------------ - - - ---- - — — 860 SEE GEOMETRIC & SPOT ELEVATION DETAILS i� - 00 cwt - -0- , t --------- 1 00��•"��.0ry _ _ -__ �z�Cc' - ��- ®-_- -_- IN IIDENTAL CONSTRUCTIONII 855 - - -- ----- �- -- -- - - - -- ! SEE LINE "C" PROFILE z � -NTA - --- ---- REQ'D �n �a» p5 C3»> - -- 55 co sn�zz� Enr�zz=cc - + ►� c» ------ 01 Ni - --------- co -- -- a C rn- - -- #- -- - ENO--- ON I! i -- 1 it - - co -&TA. -138+ 1 - - - - -- BEGIN CONSTRU-1 ON - -- - - - �n , ► J - FLEY —848.6-8--___ LLJ a� � ii 850 -- - '� °� L0 s I - - - --- • ---- -- --- �-- I _ I �' . - ' E— co �- -- i.58` -- - 0- 1 n - - --- - -- - - -- -- - - - --- -- 850 +1.58% 0 cam. I 000 n1^' .. .w ;, of I F1 --- _ PROPOSED PROFILE - M FUTURE PROFILE - EXISTING GRADE - _ - _ I - - PROPOSED PROFILE EXISTING GRADE BY OTHERS / -- -------- ---- - 845 - -- --- ---- ---- ----- --- - --- - ---a - - --- - - -a -- ---- -- -=5 - - ---- \ ---------- -- ��' - ' 1 45 1 � , - -- 1 00 ` P OPOSED 18" PVC ! . _ 4 I 9� -- 1 RCP I - - - -- - --- - --- - -- - - -- - -- - SANIT RY (BY OTHERS) ! __ -- - -} + < -- --- - PLOTTED �7' ABOVE-DATUM - - _--- ----- I _ F - - --- ------ - --— _ 840 - - - - --- \------- - - - - - ---- ---- - ----- ------ - - - ;r I . r I � 00 N cp ^ co f\ 00! �, ., 4 'I h!N Ln rn OO N c�D coo ^ t -pct f � $'OCJ 00 !00 00 00 OO 00 Op 00 UO i tX? �} 00 100 pp W Op 00 0O 00 00 Go 133+00 134+00 135+00 136+00 137+00 138+00 139+00 �\�\01 I i I I i/w HORIZONTAL SCALE BRIDGE FILE Historic fort Harris on :,\, i,�-�, c' G' /�°i RECOMMENDED 1 30 OSTE�o FOR APPROVAL OF VERTICAL SCALE DESIGNATION 8901 Otis Avenue a ,n ---- iz�d3az�apolis, lndialia _ N°° = DESIGN ENGINEER D 1" = 3' 10100226 462 16-1037 STATE OF �\ • 1- P6G-J3-1100 °'.�0,c � DESIGNED: SSB_ _ _ DRAWN:_SSB 136th ST. & 0�►K RIDGE RD. SURVEY BOOK SHEETS 317 826-7100 ' ,/�� ��IAL ��� _ a �► CONTRACT 6 PROJECT 28 / \ CHECKED: ACID --___-- -_ CHECKED:- ACD PLAN & PROFILE UNE B D 04-08 348+00 349+00 350+00 351 +00 35 421-+00 353+00 354+00 355+00 356+00 12' 12' --EXIST. CONC. SIDEWALK TO REMAIN . 1 +26.74 SAW CUT O REMOVE CONC. SIDEWALK TO SOUTH +Go . 1` 0 00 YR. FLOOD PLAIN 100 R. FLO-00 Q ,4 353+ '13.95 _ EQU: P.O.T. LINE �r , �_�r�> P.O.T. 136+25.86LIN'F g\)s " R 51 V li I EQU: P.O.T. 352+84,53 LINE P.O.T. 136+26.18 �JNE ,SP +14.0 7 K EQU: P.O.T. 136+34.33 LINE . "D" EQU: P.O.T. 31::2+69.09 LINE '°��� s rte' — `�.� �� � K�� C P.O.C. 12+79.31 LINE „C" � � � O air ' 0, \ / T" ti j P.O,C. 10+00-0-0, t --00-0�} I_ "��_._ '� ,4 4 \ `• / C D / f� EQU: P.O.T. 353+31 .37 LINE "A136" i i P.O.C. 12+59.95 LINE "C 16 / 16 P.I. 353+32.96 LI E A136 31 lll� D �D — 5'29„ 1 � — °1 LT. C \� °�° �� NO CURVE RUN ___--- -- - - K 136±h ST. BRG. N88045'56"E . rz_ � - - - - — --- — -- LINE A136 & SECTION LINE I � - ---- -- --- - 1361h ST. - BRG. N89'01 '25"E __-- --------- ___ _ -- - / O TYP V — / _ --- -- � I LINE "C" I + `— —L-- --- - I � � � / / L .' TR.4NSlTIONAL CURB REQ'D. EQU: P.O.T. 135+44.16 LINE "P" � � 1 / C TRANSITIONAL CURB REQ D. / P.O.C. 10+9 0.S1 LINE C "'�°—— -- _._� K LINE B _� __ ---- I - -- HIGH Pi ELEV = 85tf��-- - - -- HIGH P STA 12+03 �� - -- 16 T E r) i �#IGH-RT E�EV - X49-55L-OWP,--cum- .2� T ---- ' / / 860 � HIGH PT STA = 10+4 .03 LOW PT STA = 10+81.76 PM! STA-= 12+11 PM STA = 10+35i Pm STA = 1480 P\A LEV = 850.38 j 880 - --138' VC- - ----- ,'' PVI ELEV� -_849-70- --- PVI-ELEV-- 84'9.19 _ - -- - -- _- - -- - -- - _ - -- - - 40 VC vc i - - - LOW PT ELEV_ -- 648 78 /f ; / j LEGEND O ' o - ---- _- --- - - - ��s COLORED AND PATTERNED CONCRETE, 7" ON + LOW PT STA - 13+03.54i PVf STA 13+04 ` / \ 12 COMPACTED AGGREGATE BASE, NO. 53 �- PVI EL V - -84&.M 6 e- _- 58 \ C " CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON 855 -- - --- --- -- -- - - -- - VC - - -1855 \ - ,/! 4" COMPACTED AGGREGATE BASE, NO. 53 STONE ----- -- - - --- - - --- - -- - -- - - -- - - 165#/SYD HMA SURFACE, TYPE A ON - - - n 275#/SYD HMA INTERMEDIATE, TYPE A ON -- C�, \\ 5" COMPACTED AGGREGATE BASE, NO. 53 STONE 1 \\ � CONCRETE SIDEWALK, 4" -- --- ----- -- ,, F ,,; OK / '_165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5mm ON i 850 - _ .1 - -_-- -� 49� ------ _ - 850 - �' ' 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON +2�4'�° 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON O X00#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, OG19.0 mm ON O - - -- - -- - - - ------ -�-- -�--- 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm + - - - _-- - PROPOSED PROFILE 1 \\ �- #/ SURFACE 9.5mm ON I� � 165 SYD QC/QA-HMA, 2, 70, , ---- - -- - - -I ----- --\ ----- - --- - HMA WEDGE AND LEVEL, TYPE B, ON 1.5" SURFACE MILLING I 845 -- —' - - \---- - ------ ----- j845 SUBGRADE TREATMENT, TYPE � - - /' --- -J --- - --- - - } - - - U 6" U N D ER D R AI N - -- -- - -- - - ---- - -------- - - 1 - - `� 15 COMBINED CONCRETE CURB AND GUTTER (TYPE II) 16 COMBINED CONCRETE CURB AND GUTTER (TYPE III) 17 ROLL CURB MODIFIED —— — — — EXISTING GRADE -; 840 --- --- - - - - - �--- - --- -- - - - 840 -- - ----- — -- ----- - SODDING �- ' CURB RAMP (LETTER INDICATES TYPE) O loo to N i f LQ r-) a0 Imo! 00 � \ � � � � � � � � � ° � 00 � � \ =' NOTES: 00 00 aOlao X00 00 Ico 00 00 co ; SEE SHEET S FOR GEOMETRIC DETAILS AND 10+00 11+00 12+00 13+00 ,, , SPOT ELEVATIONS LINE "C" PROFILE ��,��►�,��,�; HORIZONTAL SCALE BRIDGE FILE �ti�=� P, c ® ���°�, RECOMMENDED O�j 1" = 30' SrC,���F % FOR APPROVAL VERTICAL SCALE DESIGNATION Wy i �. APPROVAL,____ _- - -- --- - _ ����__ " , ESIGN ENGINEER DATE 1 — 3 10100226 � STATE OF _ f DESIGNED: SSB DRAW SSB - 136th ST. & OAK RIDGE RD. SURVEY e , of 1 28 E _ r e CONTRACT PROJECT CHECKED: _ACD- _— -- __ CHECKED:_ACD CONSTRUCTION DETAILS LINE C 04-08 351 +00 352+00 353+0 0 354+00 355+00 356+00 IN 0 PT STA: 138+26.74, 12.00 RT .+. 00 ' STA: 137+31 .69, .00 LT , STA: 137+26.69, 0.00 PC STA: 137+33.31 , 21.03' RT STA: 137+24.001 12.00' LT �.,` r ..�, of 3 _. , +~`� ��! `� �' , PT STA: 137-+14.0 , 1 Z00 _ �;, - STA: 137+27.64, 9.91 RT FAT STA: 337+02.6 8, 0.00" L� - . ,� � �. \ PT STA: 137+17.54, 24.10' RT STA. 136+98.69, 8.29' RT POP STA: '1364-90-23 � - STA: 136+88.51, 8.36' RT 1.12 LT, ELEV• 848,20 ti� ` .,`' POT STA: 136+90.24 17.20 RT, ELEV. 848.20 STA. - - ;, \ ° , `�, POC TA: 136+92.66 O POC STA. 156+92.8f. . ,_ �� 30.645 RT, ELEV. 847.93 O 1 ..5.86 LT, ELEV. 847..E�? "7 PC STA: 13+10.56 _ ;` ` ., '~ ��'` POC STA: 136+67.00 41.22 RT, ELEV. 848.14 STA: 356+14.14, 23.54' LT M 31.43' R��, ELEV. 848.17 � PT STA: 10+05.05 , \ ' 32.07' RT, ELEV. 848.43 �� `, ,� ,r \ PCC STA: 12+51.20 PT STA: 355+86.14, 23.90 LT °� '� ��1 ` 39.20 RT, ELEV, 848.67 PCB STA: 352+14.03 � .� ,,�'`.,. ,�- ,` ➢ / � \ 12.65 LT, ELEV. 848.61 ,A :",rl / a STA: 350+46.86, 13.55 I_T �,, d -. �� , POC STA: 12+41 .52 POT STA: 351+ 97.62 i f \ ` 40.18 RT, ELEV. 848.96 12.63 LT, ELEV. 848.72 STA: 350+56.73, 12.46 LT POC ,STA: 354+04.47 N POT STA: 351+97.64 2.39 RT, ELEV. 849.01 \, 1 2.67 RT, ELEV. 849.34 .Q STA:, 350+77.23 STA: 351+97.65 0.00 LT 12.79 RT PRC STA: 354+23.06 - 0.89' RT, ELEV. 849.35 STA: 12+97.701 ELEV. 848.44 13+0u STA: 355+01.65, 0.35' RT 136th ST. PI STA: 351+63.42 0.00' LT ` ' -- _ `` STA: ,12+61 .10 PRC STA: 354+1 ACC LINE „ 136" & SECTION LINE ® ®0 RT -- R5' LINE "A136" & - -- -- -' ao SECTION LI E RV --- -- /` Of LA U4 \ STA: 10+19.98 v'- p \ 18.00' RT \ �Q POC STA: 354+05.43 PT STA: 352+53•RT O - R70, ELEV. 849.01 T� 17.43 RT �� STA: 355+86.14 136th ST. A ELEV. 849.64 00 co - --_ � STA: 12+35.92 \ �� : 35 1 18.00 RT � STA: 356+14.14 I N 12.51' RT STA: 350+46.86 o ELEV. 849.51 R70 23.93 RT �" ��� �� ::STA: 10+52.33 STA: 355+03.13, 10.18' RT 18.0Q, RT STA: 350+76.88 ELEV. 849.14 , 10.00' RT PC STA: 351+64.87, 16.14 -RT 0 STA: 11+9p.90 C) cr` PC STA: 354+51.11, 28.87 RT 0 PC STA: 351+63.75, 32.10' RT ELEV. 849.84 � o' POC STA: 354+56.16, 39.76' RT STA: 351+87.65, 10.93' RT ��� PC S��A.; 10�-85.58 � � STA: 354+16.53, 34.01' RT h ` ` 18.0 RT STA: 354+06.67, 36.40' RT POC STA: 351+93.87 � ' ELG.V: 848"32 22.59' RT, ELEV. 849.05 \ ` ��� POT STA: 354+11.38 � �j 47.26 RT, ELEV. 849,62 Pit; STA: 351+88.11 37.52 RT, ELEV. 848.73 �' ,�11 �� '� L'NE "C" ��� PC STA: 354+20.51, 59,29' RT POC STA: 352+07.10 I 49.40' RT, ELEV. 848.58 I I --- -- / POT STA: 354+17.25 POD STA: 135+45.89 61.38 RT, ELEV. 849.32 47.32 LT, ELEV. 848.51 8125'' i ;�� �� PT STA: 11 +28.92 ' PCC STA: 135+27.36 \� 18.00' RTC POT §TA: 353+76.30 37.70 LT, ELEV. 848.44 i ,� �� _ ELEV. 849.7 87.57 RT, ELEV. 849.54 O PT STA: 134+93.20 O / 32.56' LT, ELEV. 848.28 PT STA: 134+93.20 � 14.55 LT, ELEV. 848.64 - (dj POT §TA: 11+46.26 30.70 RT, ELEV. 849.18 r PT STA: 135+04.63 --.j 55.24' RT, ELEV. 848.82 PT S A: 134+85.04 18.16 RT, ELEV. 848.61 1-- ��-POC STA: 134+76.69 36.77 RT, ELEV. 848.202 HORIZONTAL SCALE BRIDGE FILE \e��, A c' 4 1r1 RECOMMENDED CITY OF 1"=20' Hist orit, Fort 11,ir1 iso�l ��C, �. VERTICAL SCALE DESIGNATION „ I jo,isT� r� FOR APPROVAL 2 g D - Indianapolis; !t d,ana = No. = ESIGN NEER DATE NA 46216-103"� -a 10100226 � I---866 -973-7100) �b STATE � I. DESIGNED:_MLL-- --- _- DRAWN:_MLL 136th ST. & OAK RIDGE RD. SURVEY BOOK 8 SHEETS 1 28 OVDIX0 31 ' U6 '100 `��' '' L�` ���� CHECKED: gCD CHECKED: ACD GEOMETRIC & SPOT ELEVATION DETAILS CONTRACT PROJECT „v GEOME 04-08 348+00 349+00 350+00 351 +00 352+00 353+00 354+00 355+00 356+00 N CONSTRUCTI ON STA, 38+26.74 D + 00 � I i / 1 g 0 1' j I'! w i \ i it END INCIDENTAL CONSTRUCTION A. 356+14.14 A136 SF - \ @11F ...1 - II - -- 136th ST. - I _ 136th ST. LINE "A136" & SECTION LINE '\--- _ �., - - -- - -- - - - - - - -,i-�. - - - - ------------------- -- - --- IN "C" DP 0 BEGIN PROJEC ® LINE B / / — -- -_--_ —_- -__-- --- -_— --� STA: 350+46.86 A136 BEGIN INCIDENTAL CON TR STA. 348+28.37 A136 i ATA: 355+86.14 A136 BEGIN CONSTRUCTION + STA. 134+90.00 "B" \ I \ � 1 - I r 4 _` 1. ._ Drive Sandbags -- ------ See INDOT Standard Drawing 205-TECP-02 For Silt Fence Details. �'J Seed Nsith blanke! Silt. fence r1lJ / i TEMPORARY CULVERT PIPE PROTECTION HORIZONTAL SCALE BRIDGE RLE J�r�i RECOMMENDED 1 0 30 aff OF Histoi°Ic FoYa I-Iar1°iso1i � �w ��' ��c ��.°pie 4'ER7ICAL SCALE DESIGNATION 1 �o FOR APPROVAL 9/0(0 LEGEN SUMMARY ayol �t�5 ���, = "� No. = -- n — P TEMPORARY DITCH INLET PROTECTION 1 EACH I�idiana�r�li� Ir�ciiari� . w q�yq ('�r� �+ _ ESIGN ENGINEER ' DATE 1 -- 3 ! �' ol00226 �`e 6216 10,'3 1 I � �� STATE JF SURVEY BOOK SHEETS TEMPORARY SILT FENCE 1276 LFT • I - 866 9T')- ?;)U % �'�• /aI ,��,� DESIGNED: DAB- DRAiNN:_BAB _ 136th STREET & OAK RIDGE RD. 9 of 28 3.11--8>F -7100°! ![ yAL��C��tivv�� ��r CONTRACT PROJECT CP TEMPORARY CULVERT PIPE PROTECTION 1 EACH �i�ir�Iit1����� CHECKED:-- A--CD --- - _ CHECKED:--ACD _ __ STORMWATER POLLUTION PREVENTION PLAN 04-08 .a STORMINATER POLLUTION PREVENTION INDEX SOILS LECEND , & DESCRIPTIONS a s Al This Sheet CrA — Crosby silt loc:m MM A2 N/A s� � .� : Soif Descry Lion send �l�t�r.a� t ,rl�� IC A3 Protect consists of replacing the existing intersection at 136th Street and Oak Ridge P t ,� a ,y c.` t:nq:- l •:n The main stall features that adversely c�zfe,..t Road with a modern Roundabout intersection. � �-' ��t.1{�er�. �� LJaeS of tinier St311 are a seasonal high t�U�O � '4s;�Ec, �r=4 i"� A4 Sheet 1 9 a � . � I ' ✓ t } otent of frost action, rrloderate shf in... swe,. �a A5 Sections 23, 24, 25, & 26, T18N, R3E, Clay Township. P �. _��.�,��ia, P ,P _ .. • and moderate permeability. T sod has � b This i "•.J a I"Z 'Or 4 # Y,: _t Latitude 39 59 07 P � ` _ z' _::,. P PP = sites. The r: �.�. = e s- .r+,,, °.: ., . .,_. �., _,:. .5�`l : ;�, -� ."� W,:.-s;c ,.� {imitations for buJdin ,,rtes. he site need �„ :_. Longitude 86 08 45 , , � ._ _.: � < . .,.. , wetness �C,fig -'. Y)•', v+. '. ' - .,., .. . Zw . .. A6 Sheets 5-7 artificially drained to prevent frc�rn �s.i.�g,•iae +.� �` `_,.: . � _ ,.. A7 05120201090030 i n F required, A8 DNR Construction a toodwa permit not since u stream watershed area is Mm82 --- Miami SIIt Lo arr�i ..:�. ': ..: ,• .. ,. 1 a less than 1 s . mi. DNR concurrence received 5 10 I M 4 q { / /04), DE 0. /404 application in • _ � _ t progress. V e t t - ` Soil Description and Characteristics: a, . , �, . ,,, T; _ y A9 Little Cool Creek via storm sewer. ,a.:y.P•�::,, , d. r:.-,•.::1 .......,,:, ,_ .,,.:..,,.�.,. ...:A10 On site: Little Cool Creek. Adjacent to site. unnamed tributary to Little Cool Creek e main soil features that adversely od� t engineering frost action,uses of this soi9 are moderate potential g located to south of site and wetlands associated with unname d tributary and buried moderately stow permeability, moderate hr * s pipeline {—P— on plans) were delineated to southwest of site, both of which are on, erosion ;;s a p otentiai P a n d low strength. in sed.ti u stream of and outside of construction limits of this project. hazard during construction.Cool C reek. ..' "'. Y, a Al2 None known MoC3 -- Miami Clay Loam .. A13 Project is located in a 100 . flood lain as scaled from - ,w- J yr p o FIRM map no. 18057CO207F CrA dated 2/19/03. Soil Description h ro , _ _ CI"'•iA '� and Characteristics: kf ' A14 Pre—construction and post—construction runoff for this municipalit —owned _- h er 0 W °" '4t Y The main soil features that adversely affect eng,neering ,� infrastructure improvement project has not been determined for the existing _ M - ' Y ' '. _ :`` • „ P P J 9 uses of this soil are moderate potential fros action, ;...k • P intersection r stop—controlled o the proposed Roundabout intersection. moderate shrink—swell potential, and moderate) slow A15 Land use adjacent to the project and upstream watershed is single—family residential • • 9 Y permeability. The hazard of further erosion is severe and commercial. during construction. h x t J k a A16 Sheets 5-6 ` A17 Adjacent vegetative cover consists of grass, shrub, and trees. Sh — Shoals Silt Loam t A18 This Sheet A19 Sheets 5-6 Qr ,,°, , Soil Description and Characteristics: �`; _.' :• ,.r A20 No offsite activities are planned. The main soil features that adverse) affect . y eng±°�eerir►g �y ^� MO C3 �. � '1C .,r A21 No stockpile, borrow, or disposal areas are planned. uses of this soil are a seasonal high water B- Tble aril � . A22 Sheets 5-7 high potential frost action. In addition this soil is 9 P P A23 Sheets 5-8 subject to frequent flooding. ` 3 " j rA 131 Sediment particles, oils, hydraulic fluids, fuel, and grease. . . B2 This Sheet Recommendations and methods to overcome soil � 83 Contractor shall provide location of Temporary Construction entrances in the Erosion limitations: ,- Control Submittal. Construction detail is on this sheet. Specification is provided in �i�M��_ �oi�� couNTr DYNAMIC COUNTY MAP Technical Specifications. Limitations for local roads and streets becau6e of SOILS MAP 64 Sheet 9 shows the proposed measures. Indiana Department of Transportation (INDOT) seasonal high water table, high potential frost cziction, NOT TO SCALE Standard Specifications and Standard Drawings, and Technical Specifications provide and low strength can be overcome by the use of curb PROJECT ��� A LOCATION the corresponding specifications and details. underdrains, compaction to density and moisture A i `.1 B5 Sheet 9 shows the proposed measures. INDOT Standard 'specifications and Drawings, requirements, sub—base removal and replacement, or and Technical Specifications provide the corresponding specifications and details. chemical soil modification. Swales which sever th-- B6 Sheet 9 shows the proposed measures. INDOT Standard Specifications and Drawings, surface drainage can also help. Refer to the drawings, and Technical Specifications provide the corresponding specifications and details. INDOT Standard Specifications, and Technical 87 N/A Specifications for specific information related to the B8 Sheets 5-6 show the proposed measures. INDOT Standard Specifications and Drawings, proposed infrastructure improvements on this site, and Technical Specifications provide the corresponding specifications and details. B9 N/A F SIGN TO INDICATE B10 Sheet 9 shows the proposed measures. INDOT Standard Specifications and Drawings, --`-`THE L.00ATTON OF I THE CONCRETE and Technical Specifications provide the corresponding specifications and details. i- WASHOUT AREA 1311 INDOT Standard Specifications and Technical Specifications provide detailed specifications. B12 Sheets 2-3 provides the permanent stabilization method, Sheet 10 provides sequence, BERM AROUND PERIMETER 12" MIN and INDOT Standard Specifications and Technical Specifications provide detailed 12 specifications. 17 GROUND SURFACE B13 Contractor shall provide material handling and ill prevention Ian. c° P 9 P P P B14 INDOT Standard Specifications and Technical Specifications provide monitoring and 2'-0• MIN ° maintenance guidelines. COMPACTED EMBANKMENT a •0.O• MATERIAL Tom. 3:1 OR FLAT>� B15 N/A \ SIDE SLOPES °O -O.e•O 15'x15' MIN OR PUBLIC ROAD °;o�o:o=o:o�o. Cl Expected pollutants generated by this project are sediment; oil, fuel, and other AS REQUIRED TO \ °;° °•°-O•°•°•e• 50 (MIN) vehicular pollutants; and trash. CONTAIN WASTE ° °•O°°:°°°•O° •0°O.°°O•o O.o°O.o•O.0 GUNCRETE e-O•e•0•o°0•o°O•o°0•o°O+e C2 This Sheet ° O•e 0•e•O•o•O•o-O•e•Oe0-Oee O•e•O•e°O•o-O•°-O.O°O•°-O•°•O•°•O.O C3 The storm sewer provides catch basin structures prior to ell connections to the OTES: °°•°°°•°'°•°°°•°°°•°°°•°° °°°°° °°°•° •e-O e 0- • -O•p°O e e-0•e-0+e- e°-O•p-O•e•O+e •o e•e•e e•e • •. •0.O.0.0' e10.O.0•O°0.0.0.0 storm sewer mainline and/or outlet to minimize pollutants reaching the storm sewer • '• •••• •••••:• °°°•°° •°°0•e°°•°°°•°°0.e •.e•i ••e••e o°• •0.0o°�0s0.O.O. °°•0 e•e• e • • e o e mainline and Little Cool Creek. Riprap is provided at each end of the large box •' •:• °° °'° °°°' °'° °'° 1 Concrete washout area shall be installed prior to any concrete placement on site. °• ° °=o:o�o:o�o;o�o:e=�;e'ove culvert to minimize scour erosion. °°•°°°•0 0•0°°•° °•° °•°° ego °O•e°O p°O•e°O.0°O•e°O•o C4 Sheets 5-6 show post construction stormwater quality measures. INDOT Standard 2. Signs shall be placed at the construction entrance, at the washout area, and °'°°°'°°°•°•°'°° Specifications and Standard Drawings provide the corresponding specifications and 6° (MIN) '�•• •° °° °°°°°•°° elsewhere as necessary to clearly indicate the location of the concrete washout °•° details. area to operators of concrete trucks and pump rigs. STONE, No. 2 •`'_:: ; ' 12' (MIN) C5 The City of Carmel Street Department will maintain the storm sewer system. The Street Department's operation and maintenance plan includes cleaning/inspection of 3. The concrete washout area shall be repaired and enlarged or cleaned out as GEOTEX11LE FABRIC T STA I storm sewer twice per year and street sweeping approximately once ever two weeks. 0 B uZE P Y P 9 PP Y Y necessary to maintain capacity for wasted concrete. FOUNDATION (ESPECIALLY IMPORTANT WERE WETNESS iS ANTICIPATED) 4• At the end of construction, all concrete shall be removed from the site and disposed of at an approved waste site. 5° When the concrete washout area is removed, the disturbed area shall be seeded TEMPORARY CONSTRUCTION and mulched or otherwise stabilized in a manner approved by the inspector. ENTRANCE DETAIL NOT TO SCALE CONCRETE WASHOUT DETAIL NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE ][istc;1` v. �� !� REGOttilIe�1ENDED OF C 1„ - 30' Ifs_, i STE, � FOR APPROVAL VERTICAL SCALE DESIGNATION _= No. = ESIGN ENGINEER DATE 1" = 3' n�ait a d �ti�,� iJit�G2 6 — ( ' II w STATE OF Cv t /ND AtkP ��,� DESIGNED BAt�_ _ ___---- DRAWN: BAB _- 136th STREET & OAK RIDGE RD. SURVEY ®ooK SHEETS - _ 10 of 28 OVA )11;- 71! ZONA4 q� CHECKED. AC - CHECKED: ACD CONTRACT PROJECT - _- STORMWATER POLLUTION PREVENTION PLAN 04-08 Approx. 19'-0" \\ \ \\ 61-0„ 81-6" 89-6" \ \ \ Wing "A" Silt Silt 6'-0" \ �„ » Wing B \\ V V A 45' ��� » „ _ The Existing Structure consists of two Corrugated Metal Elliptical Pipe Culverts. Pipes are to be removed. EXISTING STRUCTURE _ V GEOTECHNICAL SPECIFICATIONS _ Net Allowable Bearing Pressure 2,500 p sf Friction Angle (6) 20' (Granular Soils) / \ / Friction Angle (S) 17' (Cohesive Soils) / I Friction Factor (Tan 6) 0.4 Ultimate Cohesion (C) 0 psf Ultimate Adhesion (Co) 0 psf Line A136 �� / Pedestrian Path Angle of Internal Friction (��) 32' �� / � � / ALLOWABLE DESIGN STRESSES Sta. 353+87.0 Line "A136" Class "A" Concrete f'c = 3,500 p.s.i. / Class "B„ Concrete f'c = 3,000 p.s.i. Class C Concrete f c = 4,000 p.s.L 14'-0') Reinforcing Steel (Grade 60) fy = 60,000 p.s.i. / 22• - \�'` El. 850.50' LEI. 850.50'-\ - __ -- -- -- EI. 850.50' El. 850.50' \Top Headwall DESIGN DATA [-Q100 El. 847.80' Upstream Designed for HS20-44 Loading in accordance with 2002 AASHTO Specifications, 17th Edition and all subsequent interim specifications. \ / ,; Design for actual Dead Load and an additional 35 psf for Wing A o / Future Wearing Surface. � o\o A o o � � 12'--0)' Span h Invert ert EI 840.25' =�\\ o <y _- - -- � - � J, � J� Bottom Footing. -7 — -.... — �. m. � ..®. _._. .._ ._�._ ...._ _�_ .._ �.. _ _.. �.� -.. _... .� .��%.�.. �._,.1 .�.�.� — — — — — — — — — — — — — —i— � El. 837.25' /T 2'-0" Class I Rip Rap / \ / / over Geotextile Fabric (Typ.) / 6� / NORTH ELEVATION Scale: �„ - 1' 0" El. 850.50' El. 85M50'_\\ Top Sk llwed El. 850.50' / NOTES: 14'-0" I El. 847.25' Future \(\ �\ ? , El. 845.50' THE CONTRACTOR MAY CHOOSE TO CONSTRUCT CAST-IN-PLACE WINGWALL Pedestrian Path - �� �_�, �� � �---To Headwall AND/OR BOX CULVERT. IN SUCH A CASE, THE CONTRACTOR SHALL BE RESPONSIBLE (By Others) FOR THE DESIGN AND SHALL SUBMIT FOUR COPIES OF SEALED COMPUTATIONS vY'rig "( " Wing "D" AND SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. THE LABOR AND MATERIAL ASSOCIATED WITH THE WINGWALL AND Railing Post T '- , 9 ( YP ) - Q100 EI. 845.40 �-\� STRUCTURE CONSTRUCTION SHALL BE PAID FOR AS "WINGWALL" AND "CULVERT, PRECAST BOX, REINFORCED CONCRETE" AT THE TOTAL BID ITEM PRICE. Downstream EQUIVALENT FLUID PRESSURE BEHIND WALLS SHALL BE ACTUAL ANTICIPATED y/ \ / Skewed Headwall '" .` � ., Invert El. 839.25' BUT NOT LESS THAN 40 PSF/FT. \� THE COST OF EXCAVATION SHALL BE INCLUDED IN THE COST OF THE STRUCTURE. � -�r Bottom Footing. o l=�; `L ✓ f — — `L — — El. 836.25' ALL REINFORCING STEEL SHALL BE EPDXY COATED. 2'-0" Class I Rip Rap B AT A 4:1 BACKSLOPE AND SHALL ' � ' '�D• / � � �� � over Geotextile Fabric T STRUCTURE BACKFILL FOR BOX CULVERT SHALL E ( yp.) BE AT A 1:1 BACKSLOPE FOR ALL WINGWALLS. SOUTH ELEVATION - Scale: / �/ • , �- Wing "C" A Wing "D PRECAST " REINFORCED \, CONCRETE BOX CULVERT PLAN SPAN : 12'-- 0"; RISE: 6'- 0" Scale: " = 1'-0" n SKEW: 22° RIGHT HORIZONTAL SCALE BRIDGE FILE AS NOTED RECOMMENDED os CITY OF CARI�IJL SaF` ��I SFER� �'ice FOR APPROVAL 2 VERTICAL SCALE DESIGNATION No. y ESIG ENG R DA AS NOTED n ; ' E PE10403234 Y -------- RIDGE RD. SURVEY BOOK SHEETS S7R� OF �' ' 136th ST & OAK 11 0 - �' DESIGNED: APL DRAWN: APL 2g 7-s y ( - '7?U J � S',� ���� CONTRACT PROJECT '�/ ` \ CHECKED:- CJO --- CHECKED: CJO - pOX CULI/GRT G�I�IERA� PL..f'11�! 04-08 r 175'-0" Out to Out Structure °�— Line "A136" 11-0" 21'-0" 1 1'-0" Profile Profile 2% Varies 2% Grade _ Grade 2% 2% �. Varies -�---- 1'-0" ° ----------------- ---------------------------------------------------- --—.— _---- --------------- Invert ° EI.=840.25 I Fiowiine Inert - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ � _ - __ _._ _ - _...a_ _ __ - __ __ - - - - ® - - - - - - - E1.=839.25 r �,,, -T-- _ a� — — — — SECTION "A— A)' Scale. g" = 1'-0" JL 1 Limits Of CD / Structure -! / Backfill (Typ.) Structure Backfill /� ! 4 4 Estimated 1 N BILL OF MATERIALS Width For ; Quantities PRECAST CONCRETE BOX CULVERT 4'-0" s / ESTIMATE OF QUANTITIES - - - -- - - - -�_ _ WINGWALL -- 115.1 SYS. CULVERT, PRECAST BOX, R.C., 12 FT. X 6 FT. 175.0 LFT. Width By „ 11-6)1 1 -6 -- - ' _ N STRUCTURE BACKFILL 844.0 CYS. -� GEOTEXTILES 180.0 SYS. Fabricator i RIP RAP, CLASS 1 235.0 TONS BACKFILL LIMITS— WINGWALL BACKFILL LIMITS— BOX CULVERT HANDRAIL 110.0 LFT. Scale: „ - 1'-0" Scale: „ - 1'-0" ¢ ------ i r=1N " Non-Shrink Grout Pad RAILING NOTES: Optional Joint Optional Joint P P ALL POSTS AND RAILS (EXCEPT FORMED BENDS) SHALL BE EXTRUDED 19'-6�" Bend Point Bend Point 24'-71" _ Chamfer 6063-T6 ALUMINUM OF 1y" SCHEDULE 40 PIPE (1.9 IN. O.D.). 2 (Bend 60' Horz.) 14'-4" (Bend 45' Horz.) -- - -------- � ---------_. ---------�;�- -__--- --_---_-_ __ __._-_-_ ___- ---_- -_._ -----------_--__- - __ _ ^` ,, FORMED BENDS SHALL BE EXTRUDED 6063-T4 ALUMINUM OF 1}�" 1,_6j„ 1,_1 „ 1,-2 7 , � , ( YP ) 6 -0 T % _,�:' - �I� SCHEDULE 40 PIPE (1.9 IN. O.D. ALL RAILING ACCESORIES SHALL BE CAST FROM ALMAG 35 ALLOY. Threaded Rod (Gr. 36 Min.) �- ALL FASTENERS SHALL BE ALUMINUM OR STAINLESS STEEL. Standard Nut and Washer Min. Pullout = 13.3 kips (Typ.) f V- EXPOSED EDGES OF PIPE RAIL AND PIPE RAIL POSTS SHALL BE End Wing "B" �- Headwall _ ; °r ROUNDED OR CHAMFERED TO APPROXIMATELY J" BY GRINDING. 7„ Win „B„ -- --- --- ---- --------�.- g „ „ - ,,, -- 9 14'-0" Win A �j HANDRAILS SHALL BE SUPERIOR ALUMINUM PRODUCTS HANDRAIL DETAIL . INC. SERIES 500 Not to Scale NON-WELDED ALUMINUM PIPE RAILING WITH BLACK BAKED-ON ENAMEL FINISH OR APPROVED EQUAL. NORTH RAILING DETAIL ERECTION DRAWINGS DEPICTING PANEL LENGTHS, SPLICE LOCATIONS, RAIL POST Scale: " = 1'-0" 8=� SPACING, AND ANCHOR BOLT SETTING, SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL 1„ 12 2 i 22 1 _,- -- - _ - Optional Joint y Bend Point r� (�- 28,-0„ (Bend 5' Horz.) - 23'.-4" lf� J"x8"x8" 6„ 6„ - - - C14 _ --- - - 6,-0„ T „ 0� 1 -0 „ =I�� i 3 16' -Sleeve Member - - 1 OF POST, PLATE N 9 __1 " SCH. 40 TUBE 1 —IN IF 2 Diameter Pm 15/ _ 1 �- � or Welded Lug PRECAST REINFORCED End Wing "C"----- Wing "C" Skewed Headwall �3„ t OF POST, PLATE 16 HOLE Gap CONCRETE BOX CULVERT 7 ! 4 s )f » SOUTH RAILING DETAIL SPAN : 12 — 011 RISE: 6'- 0 Scale: �" — ,'-o" ANCHOR PLATE DETAIL OPTIONAL JOINT DEETAIL Not to Scale Not to Scale SKEW. 22 o RIGHT �w V I HORIZONTAL SCALE BRIDGE FILE Q Historic Fort rlarrisc,;, �Y P' 4���ii, RECOMMENDED AS NOTED CITY OF CARMEL FOR APPROVAL - Z 3 VERTICAL SGF,LE DESIGNATION 3901 Otis A�7F'nulE c� : -- - - AS NOTED fildia;;< ��oi Indiana __ No. _ D IG ENGINEER DA 4 "_16- 1037 = �'E104t?3234 _ STAB Q` 36th ST. & OAK RIDGE RD. SURVEY BOOK 12 SHEETS 2$ 866 9l_ r 10J �� ,NaA�P �<v\ DESIGNED: APL - - - -- DRAWN:-- APL -- 31 -8< 6 7i00 =ii,/S'/ONAL CONTRACT PROJECT CHECKED:-_CJO - - _---- -__ CHECKED: CJO BOX CULVERT GENERAL PLAN 04-08 - - - 349+00 350+00 351 +00 352+00 353+00 354+00 355+00 355+00 357+00 , 0 � 47 00 � 7 — R4-7 W3-2a (TYP.) O I � 38 O i 300' (TYP.) % - �I 150' (TYP.) 381 47 48B 00 3+ i 7 -- - -- -- --- - - - ------ - 348+00 349+00 350+00 351 +00 352+00 3 354+00 355+00 356+00 I _r r i , �I e . I i yy i d uJ It I _ II ' I I 1i li , i 1 u l �r I k � 1 / O I I / '�" , I , 137+06. ..�,�° � I� "D ' I I �� I D 1 LT STA. 354+16.6 A136" all i \ 4' LT I I L I � II I T T ---— c' T ----- ---- -- — -- G r Y — --—-- _ C3 - - L t 136th ST. —---- LINE *A136-0 SECTION LINE 136th ST. -__ ____ ________ I } (7 iJ — rw 1 LINE "C" - ---- —_-- — -- A LINE "B" LJ STA: 351+74.8 "A136" POLE 39 RT y MOUNTING ��� �°���o� , t � BOLTS AND TOP OF „ LAYOUT PER FOUNDATION CONC. BASE WITH 1 MANUFACTURERS ELEVATION CHAMFER. PROVIDE VERY O HIGH QUALITY SMOOTH FINISH TEMPLATE SHALL BE O WITHIN 1 + FINISH GRADE TO COVER ENTIRE FOUNDATION-,,,,, ABOVE TOP - � , LO OF CURB ELEVATION e— #6 AWG GROUND WIRE ��� a OR AS w DIRECTED BY CID ENGINEER. w o GROUND ROD /� ` o PROVIDE #6 VERT. BARS, '� CONDUIT AS NECESSARY FOR LIGHTING--CIRCUIT PLUS--- � PROVIDE #3 TIES AT 3" / Q, ONE r CONDUIT AT FOUNDA,T CLOSEST TO SERVICE �- O.C. AT TOP, REMAINDER '. PEDESTAL FOR FUTURE R 16ATION TH R STATION �- TIES AT 12 O.C. —�� � AND CONNECTED TOTERVICE PEDESTAL WITH PULL STRING 30 DIA. FOR AT OWNER S-�DIRECTIGN ADD WHERE APPLICABLE. MINIMUM STA: 134+58.7 "B" O 'A OF E ELBOWS 1N� FOUNDATION REQUIRED. 37 RT C=) POLE TYPE A ,, Q i \\ + POLE BASE DETAL \� M NO SCALE SUMMARY THIS SHEET LEGEND CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION 2 EACH TO BE DETERMINED AFTER CABLE DUCT INSTALLATION 350 LFT 2" GALVANIZED STEEL CONDUIT 700 LFT — — — 4-1/c NO. 4 COPPER IN PLASTIC DUCT 4 EACH STREET LIGHT ASSEMBLY 1 EACH ® TYPE II SERVICE POINT (120/240 VOLTS) P � ���� ��� �; HORIZONTAL SCALE BRIDGE FILE ' +� r�. �iarr�iso�; ������� t� 'ie,� RE�:OMMENDED CITY OF 1 = 30 l� s 1 r o . G�srr `, FOR APPROVAL 6 VERTICAL SCALE DESIGNATION 1 EACH CONTROLLER CABINET AND FOUNDATION, P1, MODIFIED �`�� ' `' } r "' " `z � = ES, NGINEER D TE 1" - 3' Indmna�>a i.�. lndlLan(, iQZt�o. = 518 LFT =::_::= 2 - 4" PVC CONDUITS -1 �3 TA OF �, - 136th STREET & OAK RIDGE RD. SURVEY BOOK SHEET'S 1-t'66 -9' '--1i 0 %. �` �N�`RN�" �� DESIGNED: BAB _ _ DRAWN: BAB 14 of 28 ROJECT 3?�-82G-'x100 �,��, ��� 82 LFT --��� Y" PVC CONDUIT '//7//'ONA 1 \���� CHECKED:_ACD CHECKED: ACD LIGHTING AND CONDUIT PLAN CONTRACT PO4 08 . __...�.��...m.r.���d _-��.- STRUCTURE DATA UNDERDRAIN TABLE 7 FLOW LINE LONGITUDINAL DRAINS OUTLET PIPES LOCATION V) af Ln Li ui F-- ui MANHOLE, INLET, 01 < < 1 0- of K 0 ui 0 i 0 S a- 0 ffi 1 Cn (3f x M SIZE CATCH BASIN, OR 0 UP DOWN RIM �L- I y 2: "D z T) -C a- 0 < LL- < -C 5- Lj OR z >- z < n R EN A R K S Ll- Cr_ Of 0 - < 0 y 0- _j U) ui I-Li z C Ld Ld LLI 9 z SPECIALTY ui (n STREAM i M w v, C) C3 w x EX L) D F- STATION OFFSET -i STREAM 0 z D < uj REMARKS ry- L'i STRUCTURE ly- LOCATION 0 uj 0- z V) I z CL i 0 W > 0 0 -1 0 1 < < 0 0 0 CL w Cn I --+- - ---- -1 ---- - Ld 3 7, z LjJ Z CL 0 0 If deg ft ELEV. I ELEV. I ELEV. yd i ton ton 1 yd EA, inch I - - - -- --- n 0 :D T- yd3 yd2 ft STATION TO STATION ft each each 9 353+87 144 72 PRECAST REINFORCED 175 22 --�:rB440-.-25 839.25 844.0 235 180 CONC. BOX CULVERT 6.5 10 349+00 "Al 36" 22.7 RT 12 -:R:(�PL-C-ATCHBASIN E-7 17 854.43 853.86 1 856.43 1 1 1 OA 12 CAP REQ'D. 349+00 RT 351+00 RT 200 16 156 351+00 RT 351+75 RT 75 6 59 14 853 86 847.20 859.09 2 1 y---10.3 12A' ---- 351+75 RT 134+99 LT 105 9 82 16 10A 349+00 "A136" 40.0 RT 1 12 RCP I MANHOLE C-4 200 - ------ 134+99 LT 134+93 LT 6 1 5 CAP FOR FUTURE EXTENSION 13.5 LT 12 F 351+00 A136" INLET J-�1O 42 7.52 1 847.31 850.95 1 12.3 --- T, 54 5 42 - -t- 350+46 LT 351+010 LT 11 CONNECT TO EXISTlNG 28.6 RT 12 RCP CATCH BASIN K-10, MOD. -11 847.31 847.20 850.84 1 5.8 12A ':-)RO',A[*)E lNLET PIPE' - I 351+00 351+00 LT 351+85 LT 85 7 67 13 351+85 LT 136+77 LT 10 90 17 40.0 RT 15 RCP MANHOLE C-4 72 846.95 845.82 852.39 2 4.6 15 - -- - _1 15 12A 351+00 "A136" 136+77 LT 137+09 LT 1 35 3 28 28 137+09 LT 137+16 LT 1 -6 28 FIELD ADJUST LOCA11ON REQ'D. 13 351+85 "A136" 13.6 -1-2-------d- -R-C-P --lN--LETJ-1--0----- 845.45 845.21 848.86 1 16.5 14 137+16 LT 137+24 LT 1 7 31 CONNECT TO EXISTING ILT -- PIPE 14 351+75 "A136" 34.7 RT 15 RCP CATCH BASIN K-10, MOD-1 217t-:� 845.21 845.11 848.90 1 9.7 '1 55 MUI�j. '1�) PROVIDE iNLE!' I t - 18 353+76 RT 134+80 RT 111 9 87 -79 134+80 RT 1 134+� 1 3 CAP FOR FUTURE EXTENSION --A- - - ----- 16 7 RT 4 I i 845.08 844.29 849.40 1 44.2 1 "A136" 55.0 RT 2 RCP MANHOLE C-4 353+76 RT 1 354+36 RT 70 6 55 1 25 84429 843.53 848.30 1 41.5 1 18 16 134+99 "B" 33.8 LT 24 RCP INLET C-15 76 T 8 i 25 FIELD ADJUST LOCATION REQ'D. 3154+36 RT 354+45 RT 1 355+07 RT 67 6 53 26 CAP FOR FUTURE EXTENSION 354+45 RT 26.1 LT 12 RCP INLET B-15 - 66 844.56 84-3.91 1 48.03 1 24.5 -1-9 -17- --1-3-6-+7-7 A D olli rz3'-%- l""ASllNG TO GRADE 138+27 RT 137+68 RT 59 5 47 33 CONNECT TO EXISTING 46.5 LT - - , - - I 17A 352+78 "Al 36" 32 137+68 RT 137+16 RT 53 -5 4.1 137+16 RT 137+09 RT 7 1 6 30 FIELD ADJUST LOCATION REQ'D. 9.8 11 1 25 1 24 RCP CATCH BASIN C-15 23 843.-5-3- 843.30 848.27 1 18 134+80 "B" 39.2 RT - -4- 137+09 RT 136+_73:t_ 38 4 30 30 95 8 75 19 1 25 136+73 LT 354+26 RT 19 136+73 "D" 842.86 842.55 848.09 -'-1 39.5 RT 18 RCP I CATCH BASIN C-15 31 354+26 LT 354+52 LT 27 3 21 23 HELD ADJUST LOCATION REQ'D. 24 CAP FOR FUTURE EXTENSION STR NO, NOT USED 355+52 LT 354+86 LT 137 11 107 S TIR. N 0, NOT USED 21 TOTALS 19 11075 NO. NOT USED 22 ------- 4- 1.0 LT 15 RCP CATCH BASIN K-10, MOD. 845.07 844.90 849.35 1 11 1 25 MOD, TO PROVIDE INLET PIPE r 17 23 354 -7 - 845.68 849-38 1 9.0 23 27 24 354 52 "Al 36" 7.8 LT 12 RCP INLET J-10 -T- 845.85 845.32 849.33 1 1 19.2 354 36 "A136" --51-.2 RT 12 RCP INLET C-15 53 23 25 26 354+45--�'-A-1 3 6 10 845.85 849.35 25 -10 84594 46.3 -R-T --- 12 RCP INLET J -�3.3 ........ -T 27 1 355 54 "Al 36" 32.7 LT 12 RCP 50 849.46 848.01 8.1 2 -4- 28 1 137+09 "D" 13.2 LT 15 RCP INLET C-15 4U 843.89 '1 843.49 847.86 1 1 16.7 30 STR, NO. NOT USED 29 -- J-8- 843.11 1 19.6 19 -15 8*3.49 30 137+09 "D" 27.0 RT� 15 RCP INLET C 847.88 Q'D 13.0 LT 12 RCP INLET C-15 7 3 i 2.9 -28 -- CONNECT-TO., EXISTING--PIPE----RE--------- 843.96 843.89 31 137+16 -15 7 844.43 8".36 847.84 1 1 2 30 32 137+16 "Dn 25.4 RT 12 RCP INLET B --- 5 844.50 1 844.46 848.05 1 1 1.7 CONNECT TO EXISTING PIPE REQ'D 33 137+68 "D" 16.6 RT 12 RCP INLET J-10 TING TO GRADE B -- I ADJILIST CASTING 34 1 +37 "D" -25-.7 RT - A",J 'ST rASTING TO GRADE 35 1-3-6+79 2 -RT NOTES: (1) PIPE LENGTHS SHOWN ARE MEASURED CENTER-TO-CENTFR,' OF STRUCTIJRE. AD (2) RIM ELEVATIONS SHOWN FOR INLETS AND CATCH BASINS ARE AT EDGE OF PAVEMENT. A A m m < C) eWATER 6" 2'-6" \-WATER 2'--6" - 16" 6 3'-10" L B I r 00 PLAN SECTION A-A SECTION B-B CATCH BASIN TYPE C NOT TO SCALE HORIZONTAL SCALE BRIDGE FILE N/A %,N C. D�, RECOMMENDED OF CAMM VERTICAL SCALE DESIGNATION FOR APPROVAL 8901 Otis Avenu" tp N/A Z- No. ESIGN GINEER DATE I n d, Ft,--q p o i s, dl'aT!;j 10100226 r- 46 216 0 )�/ --0 SURVEY BOOK SHEETS I STA"m Of 4,j .:::: -4- 4-2! 1.0 LT 7.8 LT r 0 3l %l'GN "3' f ' .)0 DESIGNED:_SSB_-,--------r---'------- DRAWN:_ SSB 136th ST. & OAK RIDGE RD. 15 T-o7f - 28 Alto, CONTRACT PROJECT L Schrw...*.:Wr CHECKED: ACID CHECKED: ACID DATA TABLES & MISC. DETAILS 04-08 SIGN - NEW AND RELOCATE RIPRAP DITCH TABLE SIGN -�----_ - • - _-. ,� _a_._�_ .._ ..._., ...wm__...,_ __ .� - - --- --- _ --- ------ --- ---- _ POSE" LOCATION RAP DITCH AN SIGN SIGN ENCAPSULATED LENS � ORNAMENTAL SIGN SIGN, U CHANNEL_ - --SHEET NO. N0. LOCATION CODE SIGN SIZE METAL THICKNESS ASSEMBLY ! SHEET POST TYPE. - - 0.100 --- - " _y �_ i . i ,m .,.r° a COMPLETE RELOCATION N0. TYPE A "TF �`j" �' U) — " --- ---- ---- EACH EACH EACH FT. 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STREET NAME - -- - W13-1 24X24 4 - -- - - i ADMSORY SPEED LIMIT, 15 MPH -- - 1 -- - C - - - - --- -- 2 13 26 - - - --- 13 138+10 LT W3-2A 36x36 9 - - YIEIf AHEAD TOTAL 174 4 51 HORIZONTAL SCALE \`,��,1 i i i i►1 I i/�ff BRIDGE FILE ,z p�C. �% RECOMMENDED FOR APPROVAL OF CARMEL VERTICAL SCALE DESIGNATION No. ESIGN NGINEER ATE 10100226 i :FATE OF 'kv u, DESIGNED:- -BAB - ---- DRAWN: BAB - --- - SURVEY BOOK SHEETS A ,,- --- 136th ST. & OAK RIDGE RD 16 10fl 28 "//"/()NAIL � ° �"I CHECKED: ACD- -_- - - CHECKED:--ACD -- ---- -- CONTRACT PROJECT TABLES 04-08 Z�q + 50 868 -- , - - ----- - -- - - --- ROW - ------------ 864 - - - ----- --- -- ---- -- - - -+- - -- - }-------- � -- 864 860 _ - _ - --- - --- ------- - — --- — — -- --- ---- -- -- — 860 — 856 rt - - - ---- - - --- -- 856 -t 852 - _._ - - - - -- ----- - - -- -- - --- - - --- --- ---------- - ----- --------- - -- 852 848 - - -- ---- -- - -- - - - - - I - - - 848 t I � i 844 - - - -- -- - - - fi-- - - - -- - - - -- --- --- ------ - -- -- -__. ----- - - 844 ---- - ---- -- -- t -- - - t - - -- --- ---- -- - - - --- -- - -- , - - -- - -- - '-- - - '��' �- I -- ----- ----- -- �- - ---- ' - 8 840 40 -- ---- ---- - -- -- -- -- _ - ---- i _. - !- _ - _ - r - - -- __ _ - - - - ---- -- - --- - --------- - --- -- -- 836 -� � -� ,�-� - � -- - ,i- _ ! _,, �_------- ------ ----------- --- - 836 co w -- ------ -L --- -- -� - --- - -L ---- -- L _ -100 -80 -60 -40 -20 0 20 40 60 80 - --_ 100 ------- -- ---- 120 -- --- _- ----140 ROW _ _ 868 --- -- - -- -- --- --'- _ _ __ -_ - - - - - - - - --- -- - ----- - - - - -- ---- - ---- - - -- 868 �- -- } 864 - - - -- - ----I - --- - - -_ - _ -- --- - ---- --- - - ---- -- ---- - - � � � 864 860 860 856 - - - - - - - - - - - -- ---------- - --- 856 852 - - - - - - ------- --- - - -- - -- --- --- -- - --- - - -- - - - ----- 852 t i - -- --- -- ---- --- _- -- - _ ' 848 848 -t- --- -- ' -- - -- _-_- t - _ -_- - , - ----- - - -------- ---- -- - ------ - ---- - ------ - --- ---- ------ - t 844 -- -------------- - ' - - -- -- ---- - - -- _ � - i --- - - _- ----------- ---- ----- - - 844 �- i 840 ---- -- 7 840 ° --- -- - -836 -------- -- - 836 -80 -60 -40 -20 0 20 40 60 80 100 120 140 ROW �- "----- T --- -- ---- I i 868 868 864 - - -- - --- ------ - --- --- --- --- - ------- --- --- -.- --- --- - --- 864 860 --- __ _._._ - - -- _ --- - - —-- - --- --- -- -------- -- F - - ---�- - - �- — - ___ _ - _ _- - -_ 860 - -- -- ---�- - --- --L-- - -- �_ - 856 , ---- - - -- -� -- - - - - _ __ _ _ - ---- - - ----- --- _-- - ------ --- , ------- --- ---- 856 -----_T 852 - -- -- - -- - - - - - --- 852 - -- - _ _ - -- -- - -- -- - --- - 848 848 ---- r 844 - -- - - --� - ---- - - -- - _ - - - - - - - --- -- - -- - -- - 844 r -- - D `' 840 840 -80 -60 -40 -20 0 20 40 60 80 4- + n ROW 868 868 864 ---- - - - - 860 ---- -- -- - - - _ --- t- - - - - ,-- - _ -- -_ - - --- - - - - - - --- -- - - - - -- 860 -- _ --- ----- - --- -- --- - - -- - - �1 -- '- - 856 - -_ - - - - -- - - - -- - - - -- -- 856 r i 852 ------ ----- -- ---- - __ - _ ------ - - -- - - ---- --- - - - 852 ' t � -- ---- --- -I- - - -------- --- - --- _ - - - - -- - -- ----- - --- --- 1 i 848 - --- �--------- -- -- - - --- ---. - - - - - - -- -- - - - -- -- ---- - _ ------ --- ---- - -- -- --- - - --- ---- � 848 844 --- - -- -- -- t- - _ - - - - - -- --- - 844 840 -�- --- _ - _ -- - - --- - - -- - --- -- - - - -- --- - 840 -80 -60 -40 ---20 0 20 40 60 80 HORIZONTAL SCALE BRIDGE FILE CITY OF CARPEL �=,=�o' VERTICAL A� SCALE DESIGNATION 1 aF) it i 7;iZt J - 136th ST. & OAK RIDGE RD. SURVEY BOOK 17 SHEETS Ts 2s rMider DESIGNED: SS8 DRAWN: SS8 2 10 i CONTRACT PROJECT CHECKED:- ACS --- --- --- CHECKED:-_acme CROSS SECTIONS LINE A136 04-08 IJ 856 � 856 -- l - ------ ----- _ - - - - - �-€- 00 6.39 - --- - --- --- - - - --- ----------� -------- -- 852 -- 2 � - ____. _ T - - 848 ----- - - --- ---- --- - 1 --- _.. - t - ---- - --- - - - - - - - - - - - - ---- - -- - - -- -- - --- - - ------ ---- --- -- ---- — 848 844 ---- -- - -- -- - - - - - -- - -- - - - - -: - - -_ . - - - -- - - - - -- --- -- ---- ----� - - - - 844 840 -- _ -- -- ---- - I -- - - - - - - - - _ - -- - _ - _ ---- -- - -- - ----- -- - --- - - - -- - - --+---- --- - -- 840 I 836 - - - - - - - - - --- -- -- ---t- - --- - - ------ --- --- - - ------ --- - ---- - --- - ----� - --------r---- --- - - - - - - - - -- - - - - - - 836 1 832 832 828 ! 828 -80 -60 - 40 G 20 40 60 80 100 120 140 86 0 -- - - - - _ - - - - R 01 T - -- 860 856 -- --- -- - - -- - - - - - -_ _ _ - _ - -_ - -- - -- --- -- 856 . - - - 852 _ - -_ _ _ - -- - - -- - --- -- - -- -- --- --- -- - -- ±-- �_- - -- - - __- r — — — — - 852 . 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SSB DRAIRM:- SSB 136th ST. & OAK RIDGE RD. SURVEY B°0" 18 S"of 28 -- -- — --- CROSS SEC nONS � IL NE "A136� CONTRACT PROJECT CHECKED: LU-AC - -- CHECKED:_ACD 04-08 - - - - - - - - - - - - - - -- - -- -- - - --- -- --- ------ -- ---- - - -- - 856 856 I --- ------ ---- - -- -- - - - - - - - - ---- - - -- - _ _- - ---- ------t- --- 852 ----- - - ----- - _ --- -- ' -- --- r 852 ------ --- -__ -- -----------_.------ ---------- 848 i _ --- - --- .-- --._ - - - - -- ----- -- - -- - 848 - -_ _ __ _ -- - _ _. _ __ - - _----- - -_ - _ _- ----- ---- --- --- - 844 844 - I - -- -- -- {--- - ---- -- ------ ------- - 840 840 ---- - -- - + - ---- - -------- -- - 836 836 -- - - -- -- - -- +---- ---- ---- - 832 i F- - --832 -- - - ---- rt - 828 I 828 --- -- -} -- - - - - - _ _ _. ---- -- - --- - 824 824 - 820 � � _� ' -- - -- -- - __ -� --- _ _-_ -- ---- -- ----- --- --- �------ it -- - - - 820 - --- !------- ------1-- --- =---- -I -- - --- - ---- - - ' 20 --- --------40------ -� - 60 80 100 120 140 -100 -80 -60 -40 --20 0 _f 3 , 0 � - -- - - - - --I -- - - 856 --- - - 1- - --- - - - - - ---- -- -- -- --- -- ------- - - 852 r------ - - -- -- -- - -- - -- - - - ` ., '� I ��Pd E L F' U N E "C' - - -- - --- -- - ------- -- - -- -- �s _ ' 8 5 2 -- -- - - - -- - - - ------ - ---- --- - ---------- - --- -- 1-- } - - - - -- - - ±-- - -------- ---- --- - - - ----- - - --- 848 - -848 -- - � - -- r 844 844 -- --- - - - -- -- - -- -- — --- --- --- 840 r � �' r 840 --- -- ---- --- - - ----- -- - - --- ----- ---- ---- - ---- ---- 836 -- - - - 836 - --- --- -- ----- --- - ---- - 832 - - - --- -- - 828 828 -- -- - -- - - - - - ---- ---- - - -- - - - -- - -- - --------- - - ------------ ---- 824 A . r i 824 -- -- ---- --- --- --- - - - - _ _ -c� a _ _ - - -- ---- 1--------�--- 140 --� � --_--- --- - 100 120 ----- -80 - --- --60 -400 , r20 40 60 80 100 - ---- ----- 856 85 -- - - - - - 852 lot ; f• LINEL "C - - - 852 r - - -- - - ---- --- --- --- - -- I- - - -- -------- 848 848 --- - -- 844 844 --- ------- -- -- 840 840 - - - ----- - ----- ----- -- - ------ - ------- ------ -- i -_ _ _ ------� 836 836 - - - ,- - _ - - --_ � -- --- -- --- -- - -- --- -- --- - 832 832 -- --- {- -_ -- - - ---- - - --- 828 828 -- --- -- - '' rr - -- - --- -- - -- --- - - ------- - ----- -- ---- ---- - 824 - -- -- - - 824 ----- --- -- 1 - -- -- ------ gp 100 120 14 -80 -60 -40 --20 0 20 40 60 2 + 0- - - - _ ------- ---- --- -- -- ------ _- -- ----- - ---- - - ---� --__ - -__ _ ------ - --.-_� - ---- 856 856 r- T - - ( --- - - - -- - ----- - - - - ---- 852 Ln - - - --T -- --.-r-- ---- -------- -- -- - - --; -- - - �; L 852 -- 848 848 - ---- -- - - -- - 844 844 -- --� --- - - - - - - - -- - -- - - - -- -- - -- - ------ -- ---- ------ - ------- - -- --------- - 840 T } --- - - -------- - -- ---------- --- - -- - ---- X340 �- - _ ---- --- ---- ------ --- 836 + -- ----- 832 836 - ____ --- _ ------------- --- t 832 ---- -- -- -- ------ - - - -- - - -- - - 828 - O - 828 ---- - -- ------ - - - - -- - �------- _._ I; 1-" -- - - -- - - _ ---- - - - --- - ---- f-- - - -- ----- -- -- ------ - --- 824 _ -� ---- ----- -----.—._._- L------ _ _� - - - - _ �- -- 120 140 �_ ---- ----' - -- 824 - -40 20 - - 0 20 40 60 80 100 -80 -60 HORIZONTAL SCALE BRIDGE FILE 1"=10' CITY OF CAL - VERTICAL SCALE DESIGNATION —1"=10 - r SURVEY BOOK SHEETS -� — DRAIN: sse & OAK RIDGE RD. 1 s of 2s n ' 'DESIGNED: S-ss 136th ST T _. -------- --- • �__ a CONTRACT PROJECT SchrmWw CHECKED:- ACC -- CHECKED:— Act- --- — CROSS SECTIONS LINE A136 o4—os - --- -- --- - � -- 856 1 -I ----+---- _ - 17,6' ----II- -- 852 856 - - --- --- ---- --- -- --- - - 37 852 ----�-- -- T �-4:3� I � � - - _ �_...�..�=_.�.�_ -- - -__ --- - �------- ---------�- - -�-- --_--�--;- ------- —� - - -- -- -------- - - --- ---- - -- 848 - ---- -- ---- - -- _ 844 848 -- -- ! -- - - - - - - - - ----- --- — -- -- - ---- --- ---- �- ----- - -- --- ------- -- ---- _ i-- - - - ' ___ - - - _- - - _ - _ -- -- - - -_ ----� ---------- --------- - --- - ---- —-- 840 - -- -- 844 ---------- -� - - - - - - - - _ ---- --- —.— --- - + -- ---- --- I -- ---------- -- — - - - 836 + I 840 -1-------- - - - - - -- - _ _- _ ---- -- -- --- ----- - — ---- r -------- ------------ - - - - I T I - -- - ----- ---- - _ -- ---- - - ---- - - -- - - —------ - ---- ---- --- — 832 836 -- - ---- ---- - - -- --- ---- - --- i --- - - -- - - - - - - -- -- ---- - 828 832 -�- ---- --_� -- --- - - - - - - - - - - --_ ---- - -- - - --------- ----- - — ------- --- ----- — -- ------- -- - 140 t - --- 100 120 _ ___ _ 40 S28 -- — -.80 ---- -60 40 --20 --100 35 - 00 - - - -- - - - --- - - -- - --- ------ -- 856 --- - ,-- - -- --- - -- - -- - - - - - - - - --- - -- --- -- -- 852 —� 856 -�------------ - --- - -__ _ _ _ � _ - - _ - - - --- - --- - - -------- ---- --- -------- ----- --- --- -- a -- -- - - 848 852 - - ---- --! I ----- --- _ - � --- --- ----- 844 848 _- - - - - - --- - -- -- — -- -- ----- - - — I - -�-------- �-- -- --_ ,_- -- --- - - 840 844 - - - -- - - -- -- - - - ------ 836 840 --- ---- - ---- - - - - ---- - -— - ----- - - --- - - _ - r------ � � --- _- _ .--_ - - _, - - --_- -- _ - ._ - - -_ --__--- - a- --- ------ - - -- ----I----- -- ---- --- --- --------� 832 -- ---- -- ----- 836 -- - _ _ --- -- --- - - - -; ---- --- ------ -- ------ r -- - - - - - -- - - - - - - - - - - - - ----- --- ---- - - - 828 8,32 ----- - - -- -- ---- ----- _ - I-- --- - -- - - ------ ---- ----- - �_ -- 824 828 !-- ---------+- _ - - �� _ - --- -�____------- - - -- - -- ----- 1 1 - _ - - - - --- - - - - _ 80 100 _- 20 40 6 824 �--- --- -- -- 20 -100 -- -80 - -60 40 _ _ - -- _-_-- - - ---- ---- 856 �—-- -_ -_ _ - ---- 852 856 -- _- - -_ -T- - - - - - -- - - - - -� ------ - -- — --- --_ -- fi ---- i- ___ -- - _ + _ _ - -_ - -- - - � . � - -- -, - - ---- - - --- ---- -- -- — - --- ------------ I --- 848 - --- _-r--- - - 852 ---- F - - _ - -- - ---- - ---- — 844— — — -- ----- ---- t ---- _. 848 — —�— — _ — -- —— —--- ---- — — —---- --- 840 844 ----- ,---- — ��— � _ � — 4 � ---- -- — -- --- _ ---- ---- _—------- ----_----- -- --- '� 840 I --- ---- - __ ' -- -- ~�-------- - ------� I -- -� 836 -------- -- i --- -- - - -- - -- 832 - - 836 -- --- -- ----- --- -- ------ - I - 828 —t i 832 � r ------- ------- - -- _ --i------------ - _ __- -- - -- 824 I ---- --------- 824 --- ----- -- 120 40 - - -_ 80 100 -- -- --- - - - --� - 60 --100 -80 -- -- 60- - -40 --20 U 20 ..� 00 -- -- ------ --- - --- - --- - -- -- -- ------ --- - 856 -- -- - --- - - - ----- -- --- - -- --- -- ---- - --- - 852 856 1 _-- -- --- - - --- - --- --- - - -- - - - -- -- — --- - --- - + ---- - -- �� - 848 852 - - ------ ---- --- - - - - - - --- - - -- - - -- -- --- - --- -- -- - - - --- C - _ - - - - ---- --- -------- -- ---- - - — — — -- — _--- --- ------ 844 II 848 - - — i ---�--- - - -- - - -- ---- - - — -- -- - - - 840 844 ----- -- -- - - - --- -- - -- I _ - - - _- - - 836 ---- --- --- --- -------- ------- - ---- 840 �--------- �- - _- - - � ._ - --- -- - ----- — -- --- --- - fi --' __- --_-- ---- - - - --_ __ I------- � I -�-- ------__ - ------ --- 832 836 �r----- -- - --------�------- - _ _ -- -- - -- - � -_- -- ------ ------- ------ --- -- --------- - --- ------�------- ------- -- - -- - - - - - 832 _ _ ---- - -_ - _ - - _ - _ - - - -- -- ------------ .— -- - - -------- ----- --- - - --- -- -- - - --- --- — - _ _ ---- 824 828 -- - - - - -- ; _ _ ��, -- ---- -- ---- --- -- _ __--- -----�------ ------ --_-- -- __ 'I --------- ---- --- -- -------- 820 L 824 ---- - - - - -- - ---- - -- -- - --------- -- I I - - ------ - --- 1 i i 820 --- ------ --- - - - -- - - 40 �.:.� - _ - - --• _ --- --- 80 100 120 l - - - - - - - - 40 60 -100 -80 -60 40 HORIZONTAL SCALE BRIDGE FILE } � 1—=10, CITY OF CARL VERTICAL SCALE DESIGNATION 1"=10' SURVEY BOOK SHEETS [DESIGNED: 20 TSB DRAM: SSe - 136th ST. & OAK RIDG • of 28 I. 00 � __ � � � � CONTRACT PROJECT CHECKED: ACD CHECKED:- ACD CROSS SECTIONS LINE Al 36 o4—oa r --- a n 0 _ 6 + 50 860 - - — --T - -- - � --�-- -�! r -- --- _-- -- _ _ -- -- -- � _ -- - -� - - �- ---- --- -� -- ----i ---- --- - - -- -- --- ----- --- - �_- ---� 860 -- -- �-- - - ----- - - - -- _ - - - - - -- - --- - 856 852 ____"- .__._ ____ ------- ---- - ----- -- --- -- --- ----- - - --- ----- -- -- - _ -� -�� � _ --- - -- ---- --- � - - , -- - --- --- - -—- - � - -- ------ ---- � --- ----� 852 ----- ----- 1 848 ------- - � ------ -- - - - -- - __ - - - - - - - - - - - -- ---- 848 844 -- - - ---------, _-_ ___ ---- �_- - '_- - - � � ----- -1 --- - -- --- ---- ----- --- - ---- -- - - - - - ------- - - --- -- - ----- - I-- -- - -- 844 -- 840 ��--------- ---�- - -- -- _ - � - _ - _ -_ - _--- f -- --__ -�- ---_ r-- -�- - - -rt------ - -- - - -- --�_- _, � - 840 -- - --- �---- - ---- - - - - -+ - - -- - - - - _ _ _ - - - - - ---- -- -- - --- -- - 836 832 -- - 1 - - - ---- -80 -60 -40 -20 20 40 60 80 100 120 860 -- - - - - - - - - --- - 860 856 ------- ---- - --fi -- - _ - ---- --- - - 856 852 -- - ----t -- - - --- - - - - - - --- --- --- - -------- ------- ---- ----- - -- - --- - --- - -- - -`�s r - _ _. — — — �- - - - --- - --fi -- -- - - - - ----- -- - 852 848 ' ! '' -_ -__--�-- --- -- -------- - - -- - ------ ---�— — - --- ------ - I - - - - i_ 1 - � - - -- -- - - - -- ; - - �- -------------_ _-- --- --- - - --- - --- - - -- ------- - - � - 848 - --- 844 i-- -- - ---- -_---- -- - ----T-- --- ---- -- -- - -- ----- - -- - - ----- -- -- - r ---------- -- , ---- --- '- - --_ - - -- --__ _ -_ _ -- ----- - - 844 840 -- -- - - - -- - - - - - ---- ---- -- -- - f -- -- - --- -� - ----� --- --- - - ---- - - - -- --- - ------- - -- 840 836 -- 1--- - - -- --- ----; _ ---- - - -- -- --�--- --- ---- --- -- -- - - - - -- - - ---- - - - f— - - -- -t -- - -- - -- ----- - - -- --- - 836 - - - -- - -- - - -- - -- --- - -- --- - - -- - - - - - -- - -- 832 - _ - �_ __ I � � � � ; �� � ----- -- -�- -- --- -- --- -- - -- --- --- _ _------ — - ----- - - -r- I,� - - -- -1- __-�- - -------- -- - ----i- -_ 832 - ' 828 -1-- - --- -------- ! r - - - --- - - -- ---- -- - --- -- -- --- - -- - - - - -- ---� ----- - - - - -- - ro co I � i -- _-- �� __ - __ -- -�-- -__ --- -- L - - -�- - - - - - -_ - �- ----------L-----------� 828 -80 -60 -40 --20 0 20 40 60 80 100 120 140 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 10=10 VERTICAL SCALE DESIGNATION _ 1 a,=10 Schn6khw SURVEY BOOK SHEETS DESIGNED: ssB -- -- DRAW sse 136th ST. & OAK RIDGE RD. 21 of 28 r;��r � r�_- ,lt�r, CHECKED:_ACD CHECKED:_ ACD- CROSS SECTIONS s LINE "A136" CONTRACT PROJECT 04-08 0 a 856 - - ---7 - - -- -- - - - - - --- _ ----- -- - -- 856 852 - ---- - - - _ - - - - -- — -- - - -- ---- -- - 852 848 — — � � - -- - ----- — - - - 848 84 - - --- _ - __ - -- - - __ —_.--- ---- -- - -- - ------ 844 840 - 836 -- } -- -- --- -- - - - - - -- ------ --- - -- - - 836 - - - - --- 832 -- ------ --- --- - --- -- - ---- -- 832 - ----- ------ 8 2 8 - -- - -- - -- _ _ - - - - -- --- -- ± ---- -- --- --- ---- -- - —-- Y _ - -- - _ 828 824 � � - - � - - - 824 820 ' - - - �� _- -- - - --- r-- - �---- ------- --------- - -- --- ---- - -+ -- -- 1- - -- = - -- - - - -- - ---- ----- ---- 820 100 -80 -60 -40 ZO 0 20 40 60 80 100 856 - T --- - - -- - --- - - - - - - - - - - - - - - - -- - ---- -� --- 856 852 f----- -y- -- - - -- - -- - - -- -- t --- - --- �----- - --- -- _ --- - _- _ - — —--- - --- ---- - - -� --�'- SECTION - - -- - - - _ - - - - - - ---- --- --- 852� { V J -�N EE 848 848 844 t- ---}---- ----1-----_ - {-- --- _ , -- ------ -__- _ � - - ----- - - - -------'-��� — — - - +-- ' - - - - } _ -- --- - !-- -----� - -1 844 840 - --- --- --- }}-- -- - - __ _ - ----- - — 840 836 - -- - -- — ---- -------- -- --- - -- -- t- - -- --- +- -- -- - - -- - - -- --- --- ---- ---- 836 832 -- -- -- --- _ -- -- -- ---- ---- ------ -- - -- ---- 832 828 - --------- -----1--- -- __ __:_ -- ---- -- - --- � -- --- � -- -- _ _ - -, - -- - -- - - ------ ----- --- ---- -------- -- ---- -- - -- — _�� ��- -� - - - --- - t -- ----------- -- ---- ---- --- - - - -- - -- -- 828 -- — — ---- 824 -- -- � - ---�------- ,- � '� I - ---- l- - _ _ - ---- -- -- -- 824 _-- — OC3 oC) 820 --- - -- -----�-- __�-____ ---- -_-_- -- -- 820 -100 -80 -60 -40 -20 0 20 40 60 80 100 1 '� � - - 5 - T - 856 852 - --- ----- ---fi t - - _ - _ - _ - - -- -- - _ -_ -- , ------- -- -- �--- --------- --- - ' — - - ---- -+-- - _; r 852 }-- _ _ -- --- -- -- `SEE- CRC) . 11�Ji' r} �.I �_ --�' -- - --- 1 - - — 848 — - - — - r-- -- --------- -- ._- _ a._ 848 — 844 ---' -- - - _ ----- --- -- -- _ 844 -- ---- - - 840 - ----- - ---- _ _- - - - -- - - - - I-� — -- - - 840 -- 836 �_ _ _ - - - - - - - - --- -- - -- - -- -- ----- --- 836 - T -- - -- - I r _ --- --- --- ---- 832 - - 828 -- -----� --- -- _ _�_- --- -_� -- -- - - 828 824 - -- -- r--- - - -- - -- -- - __ - --- -- --- - - - - -- E --� 824 - - - - - --820 - - ----- � _- - -- - --- -- ;_ _ � fry -100 -80 -60 -40 --.20 0 20 40 60 80 100 4- u u 856 - a - -- - -- -- - - - - 85 T - } - —--- –� 852 - ------- � _ ---- co - - - - - - 852 r -t --- - -- --� - - -- - - - --- -- - -- -- - - -- - - -. - --- --- ----}-- 848 - - ---- - ---� - -- - - - - -- - ----- -- --- - - — - --- 848 844 - - -- - - ---- � -- - � _ - --- -- �� .._._ �- - - ---- - - -- - -- - 844 r -- -- ---- I I I - ; - - -- - - - _- -- - -- -- - -- ---a 840 836 - --- ----- --- _ i -- _ ----- � ---- --- - ---- - ------- ----- -- - ---- 836 ---- --- --- T 832 - - - - -- --- -- -- - - - ---- ---- -- -- - ---- -- - - 832 I -- 828 - --- - - - - I - - rt- 828 824 ! -- --- - +- -- - r� - -- - - - - - - -_ - -- - - --- - - --+- ---- --- - -- ------ --- 820 820 I _ -- -80 -60 -40 --20 0 20 40 60 80 100 HORIZONTAL SCALE BRIDGE FILE lc ,�r H Trion CITY OF CARTEL 1„=10 CI ' VERTICAL SCALE DESIGNATION 1'=10 DESIGNED: SS6 DRAWN: SSB - - SURVEY BOOK SHEETS - -- -- 136th ST. & OAK RIDGE RD. &:hlg ek&w 22 of 28 : p LCHECKED. ACD CHECKED: ACD -- --____- CROSS SECTIONS — LINES "p" & "Dm CONTRACT PROJECT - --- - 04-08 I -- - j 856 856 �----- - -- �--- - 852 - - --- - - - - - - -- --- -- - - -- - --- 852 848 ' - -_ - - - \ I 848 844 - - =-- - - - - - - - - - ---- ---- - -- -- - - I ------i - — — — —_ — — - 844 I ---- _ - � ---_ ---- ----- � �- 840 836 - ---- 836 832 ;---- --- --�-- __--- - -- r-_ - ---�----- ---- -I ---- 832 - - - - j - ------------- - - ---! -- QIr--- ---- .-- _ ------ f ------ ------ , __._ _ .._ _ _. _- --- - ---. --} ----- - ---. -- ---- -- - - --- __- --� 828 828 r- - - r- -- - - ,. 824 - -- - "' �" t - - -- ------- - - -- - �- - - -� 824 00 00 60 --40 -20 G 20 40 60 80 100 1-3, + 0 0 856 T -- - - - - - - -- - ---- -- -� 85 --- - -- --F -- - - -- - - --- -- - --- - - -- - --- - -- 852 _ _ -- - -- _ _ - -- --- -- -- -- -- --- -�--- -- -- 852 - - - --- - -` - - -- - - ---- - 848 848 _ � - - -- - - -�-- ---- -- - 844 844 --- - - - _ a 840 - - _ - -- -I --_ - - ------�---- 840 836 836 -- - - _ - ,I - - - I r 832 -- ----- 832 828 - - -- -- -- _- - _ - - - -- - --- - - - - 828 I -- t _ - L - -- -- - ---- ------ �_---�, 824 824 Ir-- - -- - -- - !- - - - - ------ -60 -40 -%(J 2G 40 60 80 100 856 --- - - - -- - ---- - 856 F - -- - - _ - - -- ---- _ - 852 I 852 - - -- - -T _- -� -_ -- - - -- --- -- - - - - - - --- 848 --- ---- _ _- � _ _ - -- _ -_ _-- _.__ _ -�-- ____ 848 -- - -- - - - - - --- - - - -- ----- - -- ---- -- -- _ — — — -- 844 844 840 - - ----- --- ,--- - ,-------_-- 1_- - -----�-_ _ _ _ _I', - �- ___----- - - , �- ,- - ------- ------ �' ---- --� -- 840 836 � � 836 832- - -- -- --- -- - 828 I 828 -- -- �-- --- ----- ----- ---- - - I - -- - ---- - - --- - T -- �- -- - 1- -- - - - - -- ----- -- 824 cc --� -� --- r -- ---- --- - 824 -- - - _ -_ - -- -60 -40 --20 0 20 40 60 80 100 ;/ 7 + 0 0 856 - -- - - - --- — — ----I' - - - - - - --- - - - - ---rt - ----- _____-- -� 852 852 ---- --- _ --{� --- ---+ rt o o -- ------- ----- - 848 848 �. n�� 844 --- --------- ----- �- -- - .�_. - __- __- _ - — -- ------- - - --__ — --- 844 - 840 - - -- J -- . - - --- - - -- -- - --- - 840 I � � - - --- -- - -- - i _ _ - --- 836 836 -rt - -- 832 832 - - --- - -- - -- - --- - --- -- -- ----- - 828 -- - - - - --� 828 _ -- -- - - 824 824 - -60 40 �'aj 20 40 60 80 100 I 1 I I 1 n A� -- - HORIZONTAL SCALE BRIDGE FILE 1"=10' CITY OF CAL VERTICAL SCALE DESIGNATION 1"=10' ( f n � SURVEY BOOK SHEET'S ,' , 710k-), DESIGNED: ss� - --_ - ___ ---- DRAWN:-ssa - - 136th ST. & OAK RIDGE RD. 23 of 28 Schnekler ?: 3rG-�'Ci{; CONTRACT PROJECT , CHECKED:--ACS CHECKED:- ACD CROSS SECTIONS -�— LINES R & D 04-08 10 + 75 860 - T -- - - 860 - -- - - l! 856 r -- - - - 856 852 --- --- - - 852 I 848 - -__ - 1- - -- - - __ -- -- -- -- -- -- 848 _ I r 844 `- ------ - ---. - - ----- -- - - 844 -- -- 840 � � ---- ----- ---- �I-- - -- 840 836 r------- - � --�- - - _ --- � - - --- - - 836 ---- - - - - - 832 832 �- - - _- -- - - -- --- -�-- -___ - - 828 - -- - - -- - - --- -- -- - -- - -- - -- -- - - - � --- - - --- o-t --- -- -:-- -- - - -- - - - --- --- y 828 -- - -- -�- 824 -- -- - L - ----I °° - - j 824 -60 -40 -20 0 20 40 6u 80 10 + 50 86 0 - - --- -- --- ---- -- --- _ - - - -- -- --- -- -- - - - _ - - - - - - - - - - ------ -- -- - -- -- - - 860 856 -- -----�--- - --'--- - -- --- --- - - -� - -- --- -- - - - - - _ - - 1 1 856 852 _- - 852 848 -- ---- - --- -�-- l - - _ - - .- --- �w. -- - - -- = --- - ------ - -- __.._ 848 844 �'` --- - --- - - -- - -- 1 -- - -- -- 844 840 - � - - _ ---- -- --- . - --- -- - - --- --- --- -- --- -- - - 840 836 - ---- -- ----- ---- - -- - -- - 836 t - - - 832 -- - - - --- 832 Lo -- - - -- ---- - - - - - - - - - - - -- -- - - -------- -- ------ 1 -- 828 }-. - -- --- - - -'- - -- ----- - - - ' 828 °° °° ---- ---�- ------ _--- - --- -- - J 824 -- - ---- - 60 40 -20 0 20 40 ----- - -- --- - 6'' - - -- - - -- -- --- - ---- -- ---- 824 0 80 100 120 140 10 + 25 860 -T-- - --- ------ -- - - - 860 -- - - ---- - -- 856 - - } - -- - + -- -! - ---- ----- - - -- - - -- -- -- - I - --- - I --- -fi-- ---� - 856 852 852 848 __ — — — _-- - --------- -- _ _ — — — — — - - - - -- ------ - - - _. - - - --- --- -- -- - - --- - ------ 844 840 ---- - -- -- f I r 840 ------ _ _ 836 - - -- -� - - -- - - - - - - - ----- -- - ---- - r I -- __-- 836 1 i I ; 832 - - - - -- - - --- - ------ -- -- --- -- - 832 828 --- --- --- -- ---- - --- - - - --- -- - -- -� 828 824 -- -- � -- - --- -- - ao __ --- -- --- L - -------�-- -- - -- �- - 824 -60 -40 20 0 20 40 60 80 100 120 140 10 + 00 860 - - - - - _ - 860 856 - -- -- - ---- - } - -- - - - -- - _ - 856 ---- - -- ---- �- - --- - - --- - - - -- -- --- - - - - 8 852 52 a -- - - 8 48 -- -_ 848 844 -- - --- - --- -- -- - - - - -- ---�----- --_ - - _ _ -- -, _ _-- --- - - - 844 840 836 ----- --- - -- - -- -- - - - - - . - -- - -- -- 836 - - - y - --- - -- - - - - - - 832 ---- - 832 828 t -- - -, 00 00 -- --_'�-_--- �--�---- -- � - --------- --- _ --- -- --- � -- - --- , - - 828 --- -- - -- - - ---- °0-'-°0- ! - - - -- -- - 824 - -- -------- �- r - - -_ - - - - ------ - - _ _ - -- 824 -60 -40 -20 0 20 40 60 80 HORIZONTAL SCALE BRIDGE FILE FI�AI I1�Ci' CITY OF CARI[EL , �,°' VERTICAL SCALE DESIGNATION U Schno6fw tl� (-;'7 , ,;�� SURVEY BOOK SHEETS 00 DESIGNED: -- - DRAWN: -SS_B 136th ST. & OAK RIDGE RD. - ---- -- 24 lof 1 28 CHECKED: ACD --- CHECKED: ACD CROSS SECTIONS - LiNE �C" CONTRACT PROJECT - - - A- - - -�---- -�- -- - 04-08 11 + 50 860 -- - --- - - -- - -- ---- -- 860 --- -- -- -- - - -- A---- - - - - --- - - -- - _ - - - - - --- - -- - -- - - ---- ----- -- - - 856 856 -- - - - - - - - _ 852 852 --- - - - - 848 - --- --- - - - -_ -- -- - - _ - -- -- --- - - 848 -t - ------ -- ---- - - -- ---- --- -- 844 ---- — -_ - ----- -- -- -- - - - -- --- 844 84a 840 - - -- ---� -r _ - --- --- - -- - --- - - -- T - - ---- - - 1 836 --- - -- - -- ---- - -- - --- -- -- - - - -� 836 I I i 832 832 I 828 - - -- - - -- -- --- -- -- - - 828 - T ------- - -- -r +- - --- - ------ --- - ;-- ---- ! - - --- - - -- - - -- F-- --- - - 824 824 ------820 -- - ----- - - -- - -- -- --------- = --- --- - - - - -- -- -- --------- — --- -- --- ----�-�-�- -� --- --- ---- -- 820 oo I -60 -40 -20 0 20 40 60 80 100 120 140 11 + 25 860 --- - - - -� - - - - - - T 860 T - - --_ --- 7- I � � 856 -- -- ! L-------- - T +-- _- _ _ _ _.r --- -- 856 _ - 852 - - - ------- - 852 __ - --- ---- - -- - - - - - - -- - -- - - -- 848 - -- - ---- -- --- -- - -- -- --- --- - -- _ - t -- --- ----- - 848 844 — -- _ - - - - -- - -- ----- ---- - - -- -- ----- -- - -- 844 840 - - -- - - - - - --- -- - r -- - - - - - - - - - --- ---- -- --- 840 I , 836 836 832 _ _ _ - - - - - - ---- --- -- - --------- ----- 832 r ------- ---- ---- -ice- - - i -- _ - - - - I I x- 828 - - - - -- --- -- -- - -- - - - --- -- ------- ----I------- --- -- --- 828 -- ---' ------- ----- -- -00 i `° - - - - - ---- - - -- - _ 1 _ --- - -- -- -- --- - 824 ----- - - -- - - - - - --- 824 r -- - - ---- --- + ---- -- i-- -- - - - - 00 i 0 . - � rt 820 --- -----I --- ----- - --- �-- - -- - -------- - --- ---- --- - --- - - -- - - - - -- - - - - - -- -- ---- - --- - 820 -60 -40 -20 0 20 40 60 80 100 120 140 11 + 00 860 -- - - - --- 1--- r - - --- -- - - - - - - -- - -- - - -' -� ------ —- --- - 860 -- - - --- - -- --- -- - - 856- - -- -- - -- --- - - --- --- - ------- - --- - — - 856 - t - - 852 852 -- ---- --- - __ __ -- ! - -- -- - - --- - - - ---- - -- ------ -- 8 48 - ---- - - - -- -- - - -- --- --- --- ------- 8 48 I Y - 844 --� 4--- -�- -- ��.__�: — — - -- z� ._ ____ r - � — - --__�-_-- _ .�------ — __ z 844 ------ - - - -- J - T ; --_ 840 836 - -- - } --- -- - - -- - --- ---- ---- - - - 836 - ---- ----- --- ------ - -- - I- --__ -- -- -+ 832 832 828 -- - -- ---- _ _ _ -- -- - -- - ----- -- - -- -- --- - - -- -- - - I -- - -- - - - - 828 - ---- - ---- -- ---- - ---- - - - - ----- -, --- - - - - _- - _ -- - ,- - _ - _ - - -- - ---- ------ - ---- - - - - 824 824 - - - - -- - - 1 - -- ---- -� : oo 1-10430)- —60 —40 —20 0 20 40 60 80 100 120 140 HORIZONTAL SCALE BRIDGE FILE 1"-10 CITY OF CARMEI, ' VERTICAL SCALE DESIGNATION 1 =10' SURVEY BOOK SHEETS DESIGNED: -ssa--- -- - DRAWN: sse -- ----- - 136th ST. & OAK RIDGE RD. 25 of 28 -- 01 CONTRACT PROJECT �CHECKED: ACCT CHECKED: ACD -__ CROSS SECTIONS LINE C 04-08 12 + 25 _ --- -- - -- - -- - --- --- 860 860 --- --- - - __- - - - - - - -- �� + j - - -- -- -- - -- --- I- - - - - --- 856 — -- ---- ---1--_ - - -- i- --- - - - -- -- - -- -- 856 852 - - ---- - --- - - -- -- - - - f -- -- -- -----�-- - - - - - _._ l fi--- - - -- - --- - - - ---- --- - - - - ---- 13 + 25 860 ---- -- �- --- --- - - - --- --- ---- -- --- ----T----- - - - -- - - - _ -- --- - 860 856 -- ----- - ---- - - ---i--- --- --- ---- - - --- -- - - t-- -- - 856 --- ----------- 852 -- ---r-----------� --- - 1 _- ---- -- _- I --- ±- - _-- ;---_ _- _ - __ _1 -- ------ -- -- ---� 852 848 '777- -- --� - __ ---Y--- 848 - - I 844 — — _- - -- - ----- -- -- -- - - - -- - - -- - --- - --- - -- -- 844 840 I t I 840 836 - -- � -- -- -------i - - i - - _ - — - - -- - ---- --- - 836 --1- - - -- -- - - 832 - j 832 00 - - --------� 828 8 t 824 -- JI- --- 00 CC) 824 -60 -40 -20 0 20 40 60 80 860 - --------- _ 860 856 - - - - - - 1 - - - -- --- - --- - -�- - 856 I : 852 - --- -- 852 848 -- — ____ � --�-----R.�.m.. _ __._ ____ _____ ___-- ------- ---_ ___ ____ _�._ _._.a.�. - _ ------ ±- -� � 848 844 - ----- -- - -- - - - - - -r --- - ----- -- -- --- - 844 840 r ---- --- ---�- --- -I- - - - - --- -- ---1- I 840 836 - - - - - - - - - - -- - - --- - -- 836 832 ------ - -------- ---- -- - - - - -- - _ -- - - --- -- - -- - --- - -- - - -- - -- 832 828 �-- -- --r-- -- - - i r- II 00 _ _ i ---------- -�- ---- - F-- - � - j - -- 828 824 -60 -40 -20 0 20 40 60 80 100 120 140 12 -+ 75 860 - - --- --- --- -- - ---- - - --- 860 I 856 - --- ------ +---- -----fi - - - - -- -- --- --- - --- -- ---- - --- -- - - L ---- 856 852 -- ------ - }-- - - - --- -+---- ----�- 852 -- - - - - 848 - - -- - -- --- -- --- — 848 I �- -1- __ T- 844. 844 iI 840 I- --- - - - - - - -- -- --- -- - - -- - ---- - ---- - �I 840 �- ------- -� -- ---- �------ --- - ---- --{- -- ---- _- --- - ---- 836 - -- - --- -- _ _ __ _ - - - - �---- -__ --- - ---�- - --- - - -- - - - - � ----- ---- ------- 836 832 � ------ 828 - - -- ---- - - --�- --- -- -- --- - --- -- T --- - 828 ' --- 824 �- --_ - -- - - - - - - - - -- - --- --- --- _ -- ---- --- ----- -- -- -- 824 -60 -40 -20 0 20 40 60 80 100 120 140 12 + 50 860 ---- -- --- ---- - - - - -- --- -- : - -- -� -- --- - 860 856 ---- - --- 856 852 --- ---- 848 -- -- ----- - -- - -- -- -_ - _ - - - - --- ---- --r - ---------- --- --- -- 848 844 — _ - - - - -- _ - -- -- -- ------- ----- _ 844 840 I -- - 840 - - 8836 36 r-- -;------------�---- -----�-- - - - -- I -----_ --- - . __ _ _- - � � - - -- - - - -- -- : I 832 j------- -! - ------- ---- - - - -- -- - - - -- -- -- -- -- - -- --- - -- --- - - ---- 832 828 - - - - - -- - ----- -- --- - ------ - -- -- - -- - - - - - 828 _ 824 --- --- ---- -- _-- - --- - - - -- � _ --- - - �----- --__ - --� I � `r' `r' - - - - -- - - - - -- - - --- -- - — --- — ------ -- --------— 824 - -t -- - - -- - T ----- - 820 --- - -- - rt --- -----t -- _ + - - -- - - - - - - - -- - - - - - - -- ---- - ----- ------- --- -- --- - ---- -- ± - 820 ao 00 --- 1 Y 1 -60 -40 -20 0 20 40 60 80 100 120 140 HORIZONTAL SCALE BRIDGE FILE 1"=10' F ect, ri r r!son OrrY OF 0 EL'j" OLi. 'veauc, VERTICAL SCALE DESIGNATION . 1!r11i)a�:Qii IP_�l il+l 1 =10' - DESIGNED: SSB DRAWN: SSB rinl `a73 71UU 136th ST. & OAK RIDGE RD. SURVEY BOOK 27 SHofTS 28 � � CONTRACT PROJECT CHECKED: --ACD- - _ CHECKED: ACD CROSS SECTIONS — LINE " 04-08 LINE "C" EARTHWORK TABLE LINE "A136" EARTHWORK TABLE VOLUMES CUMULATIVE VOLUMES LINE "3;" EARTHWORK TABLE AREAS VOLUMES CUMULATIVE VOLUMES AREAS - _ _- Cubic Yards Cubic Yards AREAS" VOL1�-�.b',� CUMULATIVE VOLUMES Square Feet Cubic Yards Cubic Yards Square Feet STATION STATION GUT FILL � _ C�.tbic Yards Cubic Yards _ CUT FILL CUT FILL GUT FILL CUT FILL CUT FILL Square Feet 4 -¢ - 10+00 7.80 196.17 348+00 0.00 0.00 STATION 0.00 0.00 0.00 0.00 _CUT -__.. _._FIB __.� �'u-,r 1,�ILL ^� CUT FILL 10+25 0.45 259.44 4.88 83.30 4.88 83.30 348+29 0.00 0.00 136+50 0.00 0.00 ----- 0.25 136.77 5.13 220.07 2.90 0.06 2.90 0.06 _ _ ____� __. 3.90 f 3.90 12.89 10+50 0.00 333.90 348+50 7.47 0.16 136+54,80 43 87 144,E +- 12.89-,---�� 0.00 181 .85 5.13 401 .92 27.12 0.26 30.02 0.32 �_-y-�6 3; 15 .28 80.27 168.17 349+00 21 .82 0.12 137+00 x-7. 3% - _ � i,`�;�~ --- --- _�� v-- 10+75 0.00 363.56 36.33 2.47 66.35 2.79 -- -- - -- --- j __ 13.51 96.06 181 .68 11+00 0.00 399.63 0.00 208.67 5.13 610.59 349+50 17.41 2.55 137+09 i. 7 �`.�, `.______.____ __..__ _ r.__. - 0.00 242.78 5.13 853.37 56.80 2.44 123.15 5.23 ------ --- -- -- � 47.10 33.22 143.17 214.90 11+25 0.00 444.46 - ' 4 6 7 4, 21 - - F_-�-- ---- ----- -- 0.00 280.25 5.13 1133.61 00 43.93 0.09 37+50 ` � _._._.� 350+ _______ __ _ - 112.68 2.92 235.83 8.1 .E 21 .26 � 2..9 / 16 +.42 217.88 11+50 0.00 485.97 38+00 8.29 0.00 1..- _ -- �---� 0.00 321.74 5.13 1455.36 350+50 77.77 3.06 1 144.81 7.81 380.64 15.9 6 ---------- -- --- ----- - - --- --- -- /.6 8 } C 00 172.10 217.88 11+75 0.00 534.05 351 +00 78.63 5.37 138-+-50 0.00 0.00 0.00 345.57 5.13 1800.93 136.91 10.96 517.55 26.92 -- --- -- ---- ; 0.00 - �__ 0.00 � 172.10 217.88 1 i 2+00 0.00 524.73 351 +50 69.23 6.46 --__- � 0.00 297.24 5.13 2098.17 105.80 30.27 623.36 57.19 12+25 0.00 437.01 352+00 45.04 26.22 0.00 170.43 5.13 2268.60 352+50 0.00 0.00 41 .70 24.28 665.06 81 .47 12+50 0.00 275.35 0.00 87.18 5.13 2355.79 0.00 0.00 665.06 81 .47 353+00 0.00 0.00 12+75 0.00 213.52 0,06 74.94 5.19 2430.73 0.00 0.00 665.06 81 .47 353+50 0.00 0.00 13+00 0.13 205.88 1.80 494.42 666.86 575.89 3.64 69.94 8.83 2500.67 354+00 1.94 533.97 13+25 7.07 195.30 8.68 615.99 675.54 1191 .88 0.00 0.00 8.83 2500.67 354+50 7.43 131 .30 19.51 161.90 695.05 1353.78 355+00 13.64 43.56 42.20 47.10 737.26 1400.88 355+50 31 .94 7.31 29.58 6.78 766.83 1407.66 356+00 0.00 0.00 0.00 0.00 766.83 1407.66 356+50 0.00 0.00 0.03 0.00 766.87 1407.66 361+26.16 0.00 0.00 0.00 0.00 766.87 1407.66 ) 1 1 1 J 7 NOTE: EARTHWORK VOLUMES NOT ADJUSTED FOR ALIGNMENT OVERLAP. C _ --- HORIZONTAL SCALE BRIDGE FILE 1 =10' CITY OF VERTICAL SCALE DESIGNATION 1"=10' SURVEY BOOK SHEET'S 13fith ST. & OAK RIDGE R . 28 of 28 DESIGNED: SSB_-_ --- DRAWN:_�S® aft -1 °'' - EARTHWORK VOLUMES CONTRACT PROJECT CHECKED: ACD CHECKED: ACD _ _____ CROSS SECTIONS 0