The URL can be used to link to this page

131st Street (Springmill Rd to Meridian Corners Blvd) BOARD OF PUBLIC WORKS CARMEL, INDIANA CITY OF CARMEL , INDIANA PROJECT 04 =01 � i MAYOR JAMES BRAINARD I LORI WATSON ROAD PLANS MARY ANN BURKE FOR 131st STR - FROM SPRING MILL ROAD TO MERIDIAN CORNERS BOULEVARD I UTILITIES HAMILTON COUNTY Blue S k Ct w WATER: t �, p� t Q Carmel City Utilities �' / �� 1 Civic Square -° e Ben Rd O HOLEY MOLEY SAYS Carmel, IN 46032 m 'yt`i Pon s Po' to D� - v �� .�e �\ �� DON'T �d \ DIG 317-571-2451 � ---- 0 3 �° i � / frail Creek Ct� �� Gr ce Dr � l �� C O Q O n SANITARY SEWER: — Twin O�ic ks Dr o BLIND Clay Township Regional Waste Hauers raw D .� ` V) a `Z`� o Nevele Ln 0 10701 North College Avenue CY Sprin rn I Pond Cir�' Ad os Pass Bo I � S Carmel, IN 46280 W 141st St �-' � � - � a _ p Ci Contact Person: Candy Feltner _ �i ill Blvd o m E S c \ 317-844-9200 I P 9 I m m N TELEPHONE: o c e \ --Q�i v z ma "IT'S THE LAW" SBC 'm Or se \ v HaI ale Dr �� v� CALL 1 8®oG3825544G ... 5858 N College Avenue ^v m \s� ° M r r CAL rcu FREE um Indianapolis, IN 46220 '�`e E Twelve 0 ks / -� PER INDIANA STATE LAW IC-8-1-26-1 Ce ET SEQ. AS AMENDED AND SUPPLEMENTED, Contact Person: Greg Cammack ® 317-252-5134 = Brook Mill t o IT IS AGAINST THE LAW TO EXCAVATE and Dave Musall 0 317-252-5143 m Su m r HIII � hor bird L 0 WITHOUT NOTIFYING THE UNDERGROUND Ell ,-\ r LOCATION SERVICE TWO (2)--- DAYS BEFORE COMNGNG WORK. ING Roya Saddl Dr - I Smoke Row SCALE 1" = 1000' `"M CABLE: W 136th St 136 h St y i f7 Bright House Networks � � ° `� � _ i 3030 Roosevelt Avenue do 0'� Indianapolis, IN 46218 0�` o SHEET NO. DESIGNATION Contact Person: Jason Kirkman C:)J E CT\ C TI O N �Cn o� 317-632-9077 Ext. 258 ,, °, = is � ° ,c tie �- 1 TITLE SHEET �O� � , 0 • GAS: m cnn c nn Dr 2-3 TYPICAL SECTIONS Vectren Energy Delivery - •'- ,n bury D �gt�a j U ; P.O. Box 1700 ° > c ° m ° -v 4 DETOUR FOR STREET CLOSURES V Dr / O m Noblesville, IN 46060 // a -> o o Contact Person. Don Perdue - x = °° .t o — 317-776-5534 ° ! / 3 5 MAINTENANCE OF TRAFFIC �� W 131st Sty' � > 6-7 PLAN & PROFILE -- LINE A PIPELINE: Wood River Pipe Lines LLC �� Notting am Ct 0 0 'a 8-9 PLAN & PROFILE - LINE B 5405 West 96th Street c c� >° Emerson R 'v, y �� 10 PLAN & PROFILE - LINE " D Indianapolis, IN 46268 _ _ Wilson D Industrial D Contact Person: Dick Waddell Bo 'n Ct .L ° c ,,._/ \ , M U I '`a0 Colle e Way 11-12 CONSTRUCTION DETAILS - LINE C 317-870-0115 �e ao --Dorset Blvd m� i o z L 13-14 CONSTRUCTION DETAILS - LINE E ELECTRIC: -o -� o Cinergy y 0t�°�r ° .E Ransburg D o 15-18 STORM WATER POLLUTION PREVENTION PLAN :•.. Transmission & Distribution S� a �� -� m o 0 Ki h 1619 West Deffenbaugh I \ 6th t 19 MODULAR BLOCK WALL DETAILS P.O. BOX 3039 _� o `� ° Q' 12 th St Kokomo, IN 46902-3039 CirNorth Clarldg o ,o cn - c� m 20-21 PAVEMENT MARKINGS AND SIGNS Contact Person: Dick Cameron 765-454-6566 �°- N Adams .° 22-23 LIGHTING AND CONDUIT PLAN 11 .CD FirstMile �ot ^ �� ;% (� or v '� 24-25 DATA TABLES 750 Liberty Drive Ma fair `.Ln �, - -_____ i o = �e Westfield, IN 46074 Helf rd Ln 11 _° p^ i 26--48 CROSS-SECTIONS Contact Person: Jeff Lacer elford nv, ' _ Suffolk Ln \ / � V ° 317-569-2806 Y - J 122nd t v � A-Clavy rin s � r Creekwood Lni Clay Spri s ;p rings 0) C Pinfnil C-'* !NDIANA DEPARTMENT OF TRANSPORTATION HAMILTON COUNTY, INDIANA STANDARD SPECIFICATIONS DATED 1999 TO BE USED WITH THESE PLANS Historic Fort Harrison o mo\\\\\�PLANS l P.I I"I H I I rI EI FI /O/j�' ,, 8901 Otis Avenue DESIGNATION PREPARED BY: THE SCHNEIDER CORPORATION 7-19-05 Indianapolis, Indiana — N0. 46216-1037 DATE M-,PE19700209 IV �.� • 1-800-898-0332 o srA-M of w\ 317-826-7100 �N!:•°:�? CERTIFIED BY 30 D '%`f,/' ��°• 1 of 48 %��//�i�OINIAI p11\ \0\\`� CONTRACT PROJECT = Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. DATE 04-01 / 5 � of LEGEND �A COLORED AND STAMPED CONCRETE, 7' ON 12' COMPACTED AGGREGATE BASE, NO. 53 ON " " " " O 60 COMPACTED AGGREGATE BASE, 53 LINE B LINE A CO 6' CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS ON 44.0' 36.0' 4' COMPACTED AGGREGATE BASE, NO. 53 STONE 40.0 40.0 �p 165#/SYD HMA SURFACE, TYPE A ON 275#/SYD HMA INTERMEDIATE, TYPE A ON 10.0' 2.0' 5' COMPACTED AGGREGATE BASE, NO. 53 STONE 8.0' ' 6.0' 2.0' � 16.0 2 0' 6.0 � � 6.0 2 0' 16.0' 2.0° -�-- fi.0' -�- F CONCRETE SIDEWALK -- 8.0 16.0 - 26.0 [3] 0.0 - 6.0 [3 2.0 - 6.0 [3 & VARIES 0.0 [2] 26 UK 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 0.0' [1] & VARIES PROFILE GRADE 275#/SYD QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm ON PROFILE GRADE SLOPE 3•� 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm ON SLOPE -29° 2% VARIES 2� MAX. MPX. 300#/SYD QC/QA-HMA, 2, 64, INTERMEDIATE, C19.0 mm ON 26 2% MAX. VARIES 2� 2%--- Imo" 0.5' I-�- 0 5' 330#/SYD QC/QA-HMA, 2, 64, BASE, 25.0 mm 26 0 5' --..-I 26 p OR 165#/SYD QC/QA-HMA, 2, 70, SURFACE, 9.5 mm ON 26 HMA WEDGE AND LEVEL, TYPE B, ON 1.5 SURFACE MILLING D 15 S K 16 16 S K 15 SO SUBGRADE TREATMENT, TYPE C u 131S T STREET AND SPRING MILL ROAD u@ 6' UNDERDRAIN S BARRIER CURB STA. 46+81.07 TO STA. 58+95.00 LINE 'A it 1 2 STA 97+26.34 TO STA. 99+50.41 LINE "B" 1 s COMBINED CONCRETE CURB AND GUTTER (TYPE 11) [1] [ ] [1] STA. 105+68.00 TO STA. 107+39.00 LINE nBn 16 COMBINED CONCRETE CURB AND GUTTER (TYPE II!) [1] [3] STA. 107+98.00 TO STA 110+00.00 LINE "B" 17 ROLL CURB, MODIFIED 26 SODDING LINE "B" 29 TAPER CURB HEIGHT 0 12:1 OX CURB RAMP (LETTER INDICATES TYPE) 31.0' �-�-� 31.0' 34.0' 28.0' 2.0' 2.0' 2.0' 8.0' 2.0' 16.0' 2.0' 2.0' 16.0' y 2.0' 8.0' 26 PROFILE GRADE PROFILE GRADE 27o 271 2% MAX. 26 3•,1 2% M AX. 2% 2%-&- Not IL MPS' B B D D 15 S K 16 B 16 S K 15 U U SPRING MILL ROAD STA. 101+75.79 TO STA. 103+59.00 LINE "B" � LINE "A" VARIES VARIES CENTER OF CIRCLE 55' 2.0' , 18.0' 6.0' 8.0 4.0' 2.0' PROFILE GRADE R PROFILE GRADE PVMT. MARKING 4% 4% AND LINE "C" SLOPE 26 VARIES VARY. 26 VARIES 2% MAX. 26 31 31 3� �- 0.5' MqX 26 26 p K K A 17 K S 15 IOU 131ST STREET AND SPRING MILL ROAD 131ST & SPRING MILL ROUNDABOUT CIRCULATING ROADWAY SECTION STA. 46+00.00 TO STA. 46+81.07 LINE "A" STA. 10+00.00 TO STA. 13+58.14 LINE "C" STA. 58+95.00 TO STA. 60+00.00 LINE "A" LINE "A" LINE "B" CENTER OF CIRCLE LINE "D" VARIES VARIES EXISTING EXISTING 50' 4.0' 2.0' VARIES 18' TO 30' 2'0 VARIES 2' T06' _ 8 0� PVMT PVMT PROFILE GRADE 1.0' 1.0' 4% - AND LINE "E" 26 R PROFILE VMT. MARKING - - 4.%. SLOPE_ 2% VARIES 1 2% MAX. V VARIES ARIES --� 26 26 -' 26 p EXISTING PAVEMENT K SAW CUT RE(�D K S 15 A 17 K we SAW CUT REQ'D INCIDENTAL CONSTRUCTION - TAPER TO EXISTING 131ST & MERIDIAN CORNERS ROUNDABOUT CIRCULATING ROADWAY SECTION * FOR ONE MEDIAN, CURB SHALL BE 14 STA. 20+00.00 TO STA. 23+14.16 LINE "E" SEE CONST. DETAIL HORIZONTAL SCALE BRIDGE FILE 1/4 =11' Historic Fort Harrison �,,Ali S�4�HER �Oo,,,, RECOMMENDED Cff OF CAIi�EL 8901 Otis Avenue `� �° o- �' DESIGNATION • � F C � FOR APPROVAL VERTICAL SCALE Indianapolis, Indiana N0. `=__ D S ENGIN e2t 1/4"=1 46216-1037 � PEI 9700209'W SURVEY BOOK SHEETS 1-800-898-0332 0°., SATE OF ;•'�\ DESIGNED: SSB DRAWN: SSB 131 st STREET 2 of 48 San qwm 317-826-7100 %,JJ��ND1"'N �V\\s CONTRACT PROJECT At CHECKED:CHECKED: CJO CHECKED: CJO TYPICAL SECTIONS O4-01 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. LINE "D" 41.8' & VARIES 50.2' & VARIES [1] p' 0.58' - -.--- 0.58' 8.0' �-- PROFILE GRADE 2.28' PROFILE GRADE 6.0' 2.0' [2] 22 9' 3.7' TO 30.6' 22.9' TO 30.8' 2.0' & VARIES 8'0' 26 SLOPE 2� MAX. VARIES 2% 2% ;1 SLOPE 3 2% 26 � 1 f- 2-%►_ VARIES 2% MAX. MPS• MPx' 26 26 26 S D 15 S K 14 14 K 15 U U MERIDIAN CORNERS BOULEVARD [1] STA. 197+42.20 TO STA. 198+90.00 LINE »D" [2] STA. 198+90.00 TO STA. 199+48.10 LINE "D" LINE "D" VARIES VARIES 2.0' - 16' PROFILE GRADE PROFILE GRADE 2.0' 19' - 57' 2.0' 16' 2.0' & VARIES 8'0' 26 SLOPE 2% 2% SLOPE 3;1 VARIES 2% - 2% VARIES 2% MAX. MPX, I 26 15 S K 16 26 16 S 26 D K 15 U U MERIDIAN CORNERS BOULEVARD STA. 200+73.20 TO STA. 202+23.10 LINE "D" Pavement 5.0' ---I I i i ' B R2.0 B 3-#5 x 3'-0 5.0' Spaced 9" c. to c. Concrete gutter 5" Shoulder line [" 3.0' " -1" PLAN 6 13" GENERAL NOTES: 1 1" 7" 1. ALL CATCH BASINS SHALL INCLUDE CATCH BASIN HOODS. 0.2 14" L 4" 2. ALL STATIONS AND OFFSETS FOR DRAINAGE STRUCTURES ARE GIVEN TO THE CENTER OF THE 11 �r STRUCTURE. - - - - " N 24" I I Concrete gutter 1 AGGREGATE FOR UNDERDRAIN 3. ALL STATIONS AND OFFSETS FOR END SECTIONS ARE AT THE POINT OF CONNECTION TO THE PIPE. 0.5 3.0' --I 6" PIPE TYPE 4 FOR UNDERDRAIN ROLL CURB. MODIFIED 4 NOTED. PAVEMENT AND SIDEWALKS WITHIN THE PROJECT LIMITS SHALL BE REMOVED UNLESS SECTION B-B UNDERDRAIN DETAIL NOT TO SCALE NOT TO SCALE 5. THE CONTRACTOR SHALL NOTIFY THE HAMILTON COUNTY SURVEYOR'S OFFICE AT 317-776-8495 CURB & GUTTER TURNOUT, MODIFIED THIRTY (30) DAYS PRIOR TO CONSTRUCTION PER INDIANA CODE. NOT TO SCALE 6. LIMITS FOR SOD SHALL BE THE FURTHER BOUNDARY OF EITHER THE TEMPORARY SILT FENCE OR THE CONSTRUCTION LIMITS. HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison o�°`�5OQHER ✓. °j'��o RECOMMENDED ' 8901 Otis Avenue `\G� ��STERFCG'�% FOR APPROVAL C� OF C 1 4 =1 30 S� VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ N0. = D GN ENGINE DATE 46216-1037 1� PEI 9700209 • 1-800-898-0332 %� STATE of :�, SURVEY BOOK SHEETS DESIGNED: SSB DRAWN: SSB 131 st STREET 31"r-826-7100 ��1'�'•�'�',o!!.►,1'.��V��` 3 of 48 u t TYPICAL SECTIONS CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. //,/// //ni�1�1111111��`\``\ CHECKED: CJO CHECKED: CJO 04-01 CONSTRUCTION SIGN SUMMARY TABLE LEGEND TYPE MESSAGE REVD. 146th ST -- - —f ❑1 A "ROAD CLOSED AHEAD" (XW20-3) 5 \ 2❑ A "ROAD CLOSED 500 FEET" (XW20-3) 4 ' 3 A "ROAD CLOSED 1000 FEET" (XW20-3) 5 � o ® A "DETOUR AHEAD" (XW20-2) 4 Y �- - - -- - -- _-- 141st ST 0 Q5 BARR STANDARD BARRICADE, TYPE III-B 14 TWO (2) AT EACH LOCATION � 6 RCSA ROAD CLOSURE SIGN ASSEMBLY, 4 ROAD CLOSED (R11-2) / ROAD CLOSURE SIGN ASSEMBLY, 0 7❑ j RCSA "ROAD CLOSED TO THRU TRAFFIC" (R11-4) 4 � w/ DETOUR ARROW (XM4-10[L OR R]) \y 4 T o � ---- - - - - — 1013 500 9 13 ROAD CLOSURE SIGN ASSEMBLY, 9 13 � � T ® RCSA "ROAD CLOSED 1 MILE AHEAD 0 \ Co) LOCAL TRAFFIC ONLY" (R11-3) — ---- ---- -- ---- 136th ST - - - - 0 1213 T 7 ❑ 9 DRMA DETOUR ROUTE MARKER ASSEMBLY, 10 9 13 1113 I 3 T 0 ADVANCE (XM4-8), (M5-1[L OR R]S) ° � 10 DRMA DETOUR ROUTE MARKER ASSEMBLY, DIRECTIONAL (XM4-8), (M6-1S) 6 DETOUR ROUTE MARKER ASSEMBLY, 16 �-- 11 13 ° � 5 11 DRMA CONFIRMING (XM4-8), (M6-1S) 11 4 7 2 5 5 131St ST � F 3 --I 12 DRMA DETOUR ROUTE MARKER ASSEMBLY, 1 1113 ❑ , END (XM4-6S), (XM4-8), (M5-1[L OR R]S) 4 1214 1 0 500 0 EF 0 3 1214 500' 500' 500' 2 'n CONSTRUCTION SIGN SUMMARY DETOUR MOT 2 TOTAL TYPE "A" SIGNS 18 EACH 4 EACH TOTAL TYPE "B" SIGNS 0 EACH 2 EACH m 3 BARRICADE, TYPE III-B 14 EACH (168 FT) 0 EACH --1 500' 500' 500' TOTAL ROAD CLOSURE SIGN ASSEMBLIES 8 EACH 0 EACH TOTAL DETOUR ROAD MARKER ASSEMBLIES 31 EACH 0 EACH z 1 th St NOTE: T 111314 9 1 TYPE A SIGNS SHALL BE EQUIPPED WITH TYPE A CONSTRUCTION 7 14 WARNING LIGHTS. CONSTRUCT110N NOTES: 1. DRUMS OR CONES SHALL BE PLACED IN ACCORDANCE WITH ALL APPLICABLE INDOT STANDARDS AND SPECIFICATIONS. TYPICAL PLACEMENT ADJACENT TO ROADWAYS IS AT 20 FEET SPACING FOR TAPERS AND CURVES AND 40 FEET SPACING FOR ALL TANGENTS. 1114 2. ALL IMPACTS TO EXISTING SIDEWALKS SHALL BE MARKED WITH DRUMS OR F2 N CONES WITH LIGHTS SUBJECT TO THE ENGINEERS APPROVAL TO WARN USERS AT a NIGHT. N a � � I N 3. ALL DRUMS SHALL HAVE LIGHTS IN ACCORDANCE WITH SECTION 801.12. Z Cx 13 Z T 14 » O O 30 ° W 116th ST 1213 W 116th ST 14 T y 13 [SPRING MILL RD 15" M4-6A MOD 14 131st STREET 15" M4-6B MOD 110113114p, 11 14 ----F O° 500'F 10 30" 13 500' 1114 `n 7 y � 14 0 9 15 LO 30" 30" 0 4 LO SPRING MILL RD 131st STREET AT 1 15 30" M4-6E MOD AT 131st ST 30" M4-6D MOD 16 SPRING MILL RD / HORIZONTAL SCALE BRIDGE FILE CUSTOM SIGNS X\ /Z 1°=1000' Historic Fort Harrison o`` \S ✓, '%% RECOMMENDED NOT TO SCALE 8901 Otis Avenue \�`�'•°�sTER OC °°, �� CITY OF C WL VERTICAL SCALE DESIGNATION BLACK LETTERS ON WHITE BACKGROUND �:�� o•""� % FOR APPROVAL Indianapolis, Indiana _ N0. D ENGIN ATE NA 46216-1037 =� PEI9700209 W • 1-800-898-0332 SATE OF DESIGNED: SSB DRAWN: SSB 317-826-7100 %, jJ "",o!!►N� V�\: 131 st STREET SURVEY BOOK SHEETS 4 Of 48 DETOUR FOR STREET CLOSURES CONTRACT PROJECT Formerly Schneider Engineering Corp. � Bohlen, Meyer, Gibson & Assoc. /��`II�� CHECKED: CJO CHECKED: (;�� 04-01 56+00 57+00 58+00 59+00 60+00 Q BOO ROAD Q CONSTRUCTION + AHEAD N oo XW20- 1 h \\ 203+01 2 "D _--_- - XW1-2L T 26 ,1 2—%-- 2q r I, Xw13- 1 3. 26 80' R ° 31 Q 34 O ,% ,' � �i' 34 ' 202+51.03 "D", 35 34 + 990#/SYD HMA FOR TEMPORARY PAVEMENT. N Q 14.7' RT '� 35 26 SODDING N ' TEMPORARY PAVEMENT FOR TRAFFIC MAINTENANCE ' 34 TEMPORARY PAVEMENT MARKING, PAINT, ' SOLID, WHITE, 4 IN. ' 35 TEMPORARY PAVEMENT MARKING P AINT, 201+90.11 "D", SOLID, YELLOW, 4 IN. 43.8' RT 146' R TEMPORARY PAVEMENT 201+51.2 2\."D" �r' 61.5' RT TEMPORARY PVMNT. CENTERLINE DEFINED Q �I " " WITH STATION/OFFSET DESCRIBED FROM + LINE "A" UNLESS OTHERWISE NOTED 201+06.90 "D';\1, 81.8' RT � u u 92' R ° 57+93.88, 33.3' LT XW 1-2R - -�"X Maintenance of Traffic / Sequence of Construction —I �� 58 00.72, 29.7' LT XW 1,j— 1 /OR 58+28.40, 20.7' LT --- - 1. Construct temporary pavement as shown. Shift loco! ` it �� — -- — --- - \ -- ---------------- - ----- - -- - ------------ - traffic to temporary pavement. -- - ------- ------------- - " 60+00.00, 0' -. -f. ---------__ Temp. Pvmnt 2. Construct intersection improvements with the exception -- - - 0 CV 80' R of the area occupied by the traffic. + p 131st ST. 3. Once the southbound lane and the roundabout are _ ROAD constructed, shift the southbound traffic N � uNE "A" _ ___---- ------ 34 ----------------- ------- - ----- - --------- � affic to the new CON EAD roadway, remove the temporary pavement for the N --- ---- -------- LINE "E" ,,� southbound traffic only, and construct permanent \ pavement to a o' ' --------------- \° %° XW20- 1 P pint 12 feet from median gutter for ------ ------- -- �0 —_ , k proposed northbound lane. 4. Shift northbound traffic to newly constructed lane. T II L___ -- -------- -------------------------- 5. Remove remaining temporary pavement and construct �k x remaining curb and gutter and path. O + II II I II I II II 1 I II ' I I II II a II I I 4 II ° II I I II II II II I I II II �� II I I II u ' II I I II I m 11 1 II I I 11 II I C/) II ' u u II � II I I II p II z O ° ° o i h Q I U II II p I II I 1 MM+ I II I Q II W I �I II � I II II II II I I I II II p I I I 11 I I. HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ,tsTF„✓, 0��''� RECOMMENDED 8901 Otis Avenue FOR APPROVAL CITY OF C 1” = 30' Indianapolis, Indiana No. = VERTICAL- SCALE DESIGNATION SIGN ENGI R DATE 46216-1037 =; PEI 9700209 Z_ • 1-800-898-0332 STATE OF ;`2\ DESIGNED• CLR SURVEY BOOK SHEEN '`� DRAWN: MLL 131 st STREET 317-826-7100 % f DIANr`' \\�� u C� 5 of 48 Formerly Schneider Engineering Corp. � Bohlen, Meyer, Gibson & Assoc. �� I�IIAIIII1111��\`\\ CHECKED: C�� CHECKED: SSB MAINTENANCE OF TRAFFIC CONTRACT PROJECT 04-01 / / I - STONE WALL TO BE REMOVED 46+0 / 47+00 _ - +00 49+0 48"�\ q01 +00 52+00 53+00 54+00 SANITARY MANHOLE � / T\ 870.34 I' SPRING FARMS r III �^ RE-ESTABLISH MONUMENT SECTION 26 T18N RX HOMEOWNERS INV W 846.54 12°t PVC / ,/ / \ I I " +25 "LAS MONUMENT BOX FOUND INV NE 846.74 12"f PVC r I r ND AT CLAY TOWNSHIP .� � .I +ss STR. 27 / ASSOC. INC. NV s 846.35 15'_ PV d� , i A V I �+ R/W SURFACE PER H.C.S. REF. TIES _ HAMILTON COUNTY z MANHOLE TYPE C-4 & SECTION 27 T18N R3E �� " / TOP OF PIPE „ " " 144 OF 15 RCP REQ D. BEGIN CO STRUC11ON CLAY TOWNSHIP ! FL=858.02 / I �I EQU: P.O.T. 100+00 B PARKS AT SPRING MILL � TOP OF PIPE � L=861.4Cx, a �Q I HOMEOWNERS ASSOC. -�- y '� ICI � ' � Il ITARY MANHOLE " " +66 STIR 28 STAB 45-X50.00 HAMILTON COUNTY ! , I \ ! T/C 867.41 = P.O.T. 50+0o A N I _ ETAI I WALL NV SW 846.76 12°t PVC CATCH BASIN TYPE C-15 & / // 11 SANITARY MANHOLE +41 MODIFlED CURB TURNOUT �� ToP of PEi CONST. LIMITS T/c 864.14 846.62 12°t Pvc 5' OF 12" RCP REQ'D.W/ 1.1 TONS UNIFORM RIPRAP �; +35 _ _ _ Q V W 847.74 12"t PVC z NV N 849.65 8"t PVC REQD - - - - -F V E 847.66 12"± PVC 55' R/W ±3 _ - U ` I ' I 1f T if T lfl T T T �` T I °ST "' SIGN, w \ I I T I ' -CONST_ LIMITS .- I I _ s r - - x - - X -X -_x --- �'�- -/------- APP. EXIST. 45-R-�W-- - t---- -_-= _-- 5 - - --- L - � - -- -- -- - - _-�-� � = - - -- - - -- _ _ - - � -- �- - - - - UNE "B" _� = 1- - - m 9 9 - ---� �- �-- -- � - � TOP OF PIPE \ _= O 9 - - ----- === - r------ -------- - ---------- - ---- - - --T�11 DEED �- -- - LCD �(7-S'�WER-E�Mfi---------- ______�-�____ ~ U I ------- -- -- (INSTR. #9109868 _ - - - FOR PROBE TOP OF E s 6 R EL=865. 45'X60' SANIITjAR "BIKE ROUTE" SIGN MARKER _A SEWER ES�11T. 1 � - - - - - - (1R5?R #J2095 -- -- - o - - - - - - - GAS A E "S TOP" S I G P J - �-- I f' BRG. N88'57'52"E 131st ST. - TOP of PIPE 131st ST. QRG. N8 L.=863.98 � I - " " (ASPHALT PVMT.) - W UNE A & 1/4 SECTION UNE KER UNE "C" - ° (ASPHALT PvMT.� UNE "A" & 1/4 SECTION UNE ---!'STOP AHEAD" SIGN - - -- "STOP" SIGN / Z G _ - - - - _ _ - - BIKE ROUTE" 51GN -a _- - - - - L_ - � '�. -- r- r �- 1= - - - W -- W --_ -- - W - -p tom- W W G - I 16" WATER LINE �� - --- - _ L✓ W �, Q _-= THE MES" SIGN-\ - - --------- ---- ------------- - - -------� -- -- - --------- ------------------- _ APP. EXIST. 40 R/W EL--B --- - - --\ - - - - - - - - - - - - - _ - -- - - - - 5' NON-ACCESS ESMT. 1s �x - � / 2' ON-A ESS s T. APP. EXIST. 40 R/ \I 2' NON-ACCESS ESA1T. +86 MODIFIED CURB TURNOUT - - CONST. LIMITS - - - - - - E - �I - I ^ - �X w / CONST. LIMITS _ 20' U.E. d( LE. _ I _- 20 U.E. LE - : - - W 0.4 TONS UNIFORM RIPRAP REGt D 'S' U.E. 7 E � E \ � ` � E z - EGI1�T I�VV 25' LANDSCAPE & D.E. - - - - /- - �a W - - - - - 25� D.E +80 25' D.E. DAVID R. JOHNSON STA ��QQ1 �/� X CONST. LIMITS BEEHIVE ! . 'TV±OO. / _ _ _ TOP OF p pEGAS MARKER X GAS MARK - X X =X� ` R W T/C 867.08 I WEST PARK AT SPRINGMILL - - - 5' D.F. - - -- - Z _ - -- TOP 1 PIP€ PRIVACY FENCE I INV E 863.84 12" RCP M JOSEPH C & / EC-864 33 / / EL=863.83 " " BUILDING I I I I PORTIA D STEPHENS zzi+64.3 STIR. #25 RECONSTRUCT 1.8' OF EXISTING MH & / R/W o +66 STR. 29 - - / / \ \ \ �` / 60 INLET TYPE C-15 & � � N � � � 45 ADJUST CASTING TO GRADE 8 MARK GOLDSTEIN / I o I `� 50 OF 12 RCP REQ'D. V & PATRICIA GOLDSIEIN / �y�,�� +10 B � � � � i I�o � 1 � " " 89 ® +67.7 STR. ,#26 a R/W j j o 1 +00 B �� _ ' SECTION 27, T18N, RAE P� o �� I �, INLET TYPE M 10 REQ D RECONSTRUCT 1.8 OF EXISTING MH & CLAY TOWNSH� 7 z ,A R/W SEC11ON 26, T18N, R3E ADJUST CASTING TO GRADE HAMILTON COUNTY � �, I I CLAY TOWNSHIP \ `° / 84 1 APP, EXIST. AMILTON COON II � � � -�--- TY �/ / RAW DESCRIBED FROM UNE A EXCEPT AS SHOWN. LOW P01 T ELEV = 870.20 --------- ------ ------ - SEE UNE "C" PROFl LOW POIN STA = 51+65.68 - -- - --- - -- - - -- - I - ------------ - - - - --- --_-- -- ---- ----- -_ _ - - dill TA=51#60 880 - - -- ---- - HIGH POINT E V = 871.96 _- __ __-_ ---_-- _-_ 80.00' VC HIGH POINT 80 - --. - TA = 53+96 --- --- PVi STA - _47+50 --- ----- -- -- PV1__STA -54+00 - -- - ----- - -- -PV--ELEV - p� - _ -- - ------- - -. 100.0 VC - 150.0 ' VC N -- - ,-a- - - 875 + ° o^o N +"�'�� CO + - --- - - - - J - --- -- - - t0ON000000 O -- ---- - - -- u > 75 - - -- - w 00(n�Z V)w (n w cD ---- --- -- -- - - - --- _ - - ---- - -- --- L[)t17 N -� - - -- a- - to CO Ca CD - --- - - - - ------- N�00000 - -- -- -- - - - ------ - - -- - - - - ------ --N - ---- - - - -- -- Q - 870 - - - - -- - 870 ---------- ----- - +D-509 - ''"--_' - __ _ ----------- ----- - _ - -- -_ _ - ----- - - _ _ - - ------------ ---------- . - -- -- 15" RCP --- -- -- -- --- _----- 143 --- _--- 0.40 ---- _ ----- - 865 .} - -- ----- -INCIDENTAL 12" - - -- 865 CONSTRUCTION ---- -- _- _ -- - - __ BEGIN PROJECT _.-- --- - - - - -- ELEV:- - _ - - - - BENCHMARK -------- --- PIPELINE - - - - -- x. ani ory M nhole - ON THE -FLANf Ex. Sanitar H BOLT ON A H RANT AT THE SOUTH ST COMER INV. IN 866.34 T.C. 867.41 - 860 INV. IN�64 _ OF 131st STR AND SPRING MILL RO tNtt.tN-$46.74- ---- - --------_ __-__ --------- ------- ---- �/�,� �+ --- -- - -- '�_ I�£8�1TUNE-�F 1 - ------- --- - V. IN 846.54 V. OUT 846. 6 ------_ ---- _ - _ & 35'f EAST F THE CENTERLINE OF RING MILL --- -- - - - -- _ - -- __- V. OUT 846.3 ROAD ELEVATI = 871.059 - t � � cam Od- ^ N mp c0 - 0000 0000 t1 � (D � ^ � 00 00 � 00 O � � `- � 0 CD N rr) � to 00 00 00 to to co p O N N ^ 00 N c� 00 ta0 °O D0 a0 0O o0 00 � � 000 � � 00 � � 00 � ^ c) ^ � ^ T� � 00 [10 00 00 00 000 00 co 00 000 00 00 46+00 - o0 00 47+00 48+00 50+00 49+00 51+00 52+00 � 53+00 54+00 N�S�oPHER�,✓ Historic Fort Harrison ,��`�� RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue `��,�`, �,°�STERG'G'' FOR APPROVAL ,�0 OF C 1"=30' VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. = DE IGN ENGIN DATE 1"=3' 46216-1037 1; PE19700209 °� • 1-800-898-0332 STATE OF DESIGNED: SSB DRAWN: SSB SURVEY BOOK SHEET 317-826-7100 ff�'��NDIAN�•'•��?� 131st STREET s of 48 / „"IAI�11� \\ CHECKED: CJO CHECKED: CJO PLAN � � CONTRACT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. PLAN & PROF - UNE A PROJECT 04-01 61 +00 62+00 + 59+00 60+00 TBM \ ASPHALT 6+0 �55+00 I PARKING LOT +23 STIR. 1 - II � � THE ESTRIDGE ABACUS PRESCHOOL, LLC I X +800- \ DEVELOPMENT, INC. INLET TYPE B 15 &, a I � �� ( " � �� 90'� �\ INSTR X1995-22754 INSTR #1995-06954 51 OF 12 RCP REQ D. +90 '� ( \ �;. � con) R/ � r-- ROUND BEEHIVE - - - - 35' BUILDING LINE PER PLAT PARKS AT SPRING MILL \ I/ It = 86 NV _ ' 6" PVC Ir`,v = 865.8(NE) HOMEOWNERS ASSOC. +90 -� \ CONST. LIMITS I 15° PVC INV. = 866.6(SE) - - - - - - - - - - - - - - - -- - - - - - - 70' � � � Q � �� ,� 12" RCP INV_ = 865.3(Nw) ITS 6' STONE \ �ry �� z I x ❑ CONST. LIMITS �WALL �a 12° RCP INV. = 867.7 - O V ✓+4O A � U 25' DRAINAGE UTILITY AND SEWER EASEMENT PER PLAT 0 0 0 - -- - II -- ------------------- -- ------------ ---- ---- ---- -�--ate--� -� --�-- - oU �\ RAW - _ 3c _ - -- - ---- 1�7 - - - o - - - - "STOP° SIGN +95 MODIFIED CURB TURNOUT END PROJECT ' I' 00 O \ STOP" SIGN I j I W/ 4.3 TONS UNIFORM RIPRAP REQ'D STA 59+18 90 0 / - - - - - - i - + W LINE D £ LINE E - -�- - - - - - - - - - T - T - _ - T --T / w r w w R / T T Q T T T _ T O T -- T 131 st ST. - - - - CO w w ----- �. - = -- --- - - -- --- - -- ^ - --------_�- ---- - -�---- LINE A do 1 SEGIlO[L1lNE.- - __ w - ------- -- - z ------ W - W T _ --- �y{ U' R -J _ -� - - ----- _ --�- -__---_ cv1 E �- W W - ---- W - w _ � "STOP' SIGN Iwo i ' ' - _ - „STOP° SIGN _- W W j / --- -- T - ---- L - - - - ----- - - -- -- - T I 7 CD W W / __ T T T T T T T r o Q ----- ------ -- -- ------- -- ------ - -- - - - - -- -- - --- - APP. EXIST 40' / _ _ T R W OQ-- WALK -7 � - -- - - -- - _ "J _ _ -- -- - - - -- - - -_ _ S - - - - - - -- - -- - - -- E E ---------- E E E __ - -- ` - - _ _ - - - - - - - - REGULATED DRAIN EASEMENT-� APP. E (ST 4� -__- _ - T - - - - - - - - +95 MODIFIED CURB TURNOUT +18.76 JR COLLINS -- - - - - - - -- STORM MANHOLE 20' UTIL ANDSCPPED y W/ 0.7 TONS UNIFORM RIPRAP REQ'D 40 T/c 86s.21 _ �- - - -- -- -- -- - - - -25' DRAINAGE EASEMENT PER PLAT /�' � "STOP" SIGN � --� - - - -EASEMENT P E I / - -- - - - - - - - - - - - - - - - X-� IN'J`E 86i-7�2"RZ`P- - - �. -- e INV W 861.7 42" RCP +22 S 1 R. 33 25 BUILDING LINE PER PLAT+2 - R/yy CONST. LIMITS CONST. LIMITS +18.76 END CONSTRUCTION RECONSTRUCT 0.4' OF WEST PARK AT SPRINGMILL ROUND BEEHIVE - I I +60 �' Tjc 8oB SIN 75' EXISTING MANHOLE AND ALICE MARIE GALLOWAY TC = 868.92 STA 60+00.00 ADJUST CASTING TO GRADE 12" RCP INV. = 862.7 ) STORM MANHOLE 15aDa +22.44 #10 75' NV SE 863.0 15" RCP 46 2" RCP INV = 86 .7(W) TC = 87076 W 104.60' // �, NV W 862.8 21"f RCP t42" RCP INV. = 860.1 ) / I ?is• DUKE REALTY LIMITED PARTNERSHIP +99 STIR. JU f42" RCP INV. = 859.9 S) \ +18.35 +23 STR 2 2" RCP wv. = 861.80 I1r -N INSTR X200300014923 • 110.55' CORE INTO EXISTING CATCH BASIN TYPE C-1 5 & ST PARK AT SPRINGMILL o MODULAR BLOCK STRUCTURE FOR MODULAR 105 OF 12 RCP REQ D. THOMAS R MILLER I RETAINING WALL o � � SEE SHT. 19 BLOCK WALL 4w DRAIN i Z I II Q Z � a n n n 47 C3 I f F m 198+75.0 EQU: P.O.T. 200+00 Dw w W �� 60.0 = P.O.T. 56+59.88 A ALL R/W DESCRIBED FROM LINE "A" EXCEPT AS SHOWN. BENCHMARK SEE LINE wE PROFILE low -OINT_ELEV�71�7_ - - -_ _--- -- TBM 10 - CHISELED �'X" ON THE NORTH LOW POINT STA = 55+22.91 MOST BONNET BOLT OF A HYDRANT AT 875 = + 875 THE SOUTHEAST CORNER OF MERIDIAN -___ ___-- ------ - - -_ -_-- - _- - - - _-_ CORNERS BLVD AND 131ST STREET 100.00' VC - ---- - - - - ---- -- --- -- - ---- ---- U'> ELEVATION = 870,49 Cq ° LO CV ^ 000 000 CV - - - "� ^ -- - - - -- CV - --- - -tom OQ 'I --- ^- -- -- N + U �� TBM 12 - MINE SPIKE S C.0 co �� > ��--- -- ---- -- - - - - ----- ---- ------- - - - - - -- - - EAST FACE OF A 48* OAK TREE AT N N „ r Q N W - - 870 THE NORTHWEST CORNER OF MERIDIAN 870 M W N s N s CORNERS BLVD AND 131ST STREET N cn 5 - - - - M�C)0000 n' - - ---- - - Q CnCnO!ZW --- - - _t= - -- - - - --- - - -+O. STR. #33 EX. MH - -STS, _ -- _- --_ - ---- -- - RIM 870.76 865 865 NW !NV 866,17 E INV 860.1 INCIDENTAL_ � - - - - --- ---- - -S_ NV 9.9 -- - -- -€ - ECT- - SW INV 861.8 CONSTRUCTION ° --- ---- T + 8.9�-- -- - -- --- - - - ---- ELEV. _8_. 1.32 -- ---------- ° 12n f CP ---- - - 860 860 8 855 55 .- ° N 00 U-) C14 N r, f-) � 00 N CD � -7 6 O 00 00 00 � 00 06 00 00 00 00 00 0D 00 pp 00 00 OO 55+00 56+00 57+00 58+00 59+00 60+00 61+00 �� °\\\\\pQHER�l �, HORIZONTAL SCALE BRIDGE FILE 1 a=30' Historic Fort Harrison �o �5�•,.,.. ''o,, RECOMMENDED CI OF C 8901 Otis Avenue `v� o�srERt�O�''G,'% FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. = DE G ENGI DAIS 1"=33 46216-1037 1[ PE19700209 SURVEY BOOK SHEETS STATE of DRAWN: SSB 7 of 48 1-800-898-0332 `. :°'Z DESIGNED: SSB _ 131�t STREET 317-826-7100 %�,f+''' �11�N� ' , �% � � CONTRACT PROJECT ,...... CHECKED: Cho CHECKED: Coo PLAN & PROFILE - UNE A o4-01 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. I 96+00 97+00o 98+OCR 99+ I'll �, ` ' 1 84 000 \ 0 I �-j 01 +00 5 \ � 2+ 0 g�URNE +0►� KAREN E. { �`}� � _ ti � S FULLER TRUSTEE LONNIE LAWSTON & � �� I I I� 1 ;I - 1 _ CAROLYN LANGSTON 1 1 SECTION 27 T1 8N, R3E '` � `� �� ' ` I � I I � \'3x' a ' SECTION 27, T18N, R3E +40 STR. 1 TMAS D. H I�IN CLAY TOWNSHIP � I it I ' ��'+60 2 I +60 STR.CLAY TOWNSHIP BEGIN PROJECT HAMILTON COUNTY CATCH B SIN TYPE E-7 EQU: P.O.T. 100+00 "B � ia 1 HAMILTON COUNTY RECONSTRUC 3.4 0 1 INLET TYPE C-15 & STA. 96+50 (MODIFIED +00 "A" W EXISTING MH ADJU T 1 " , " = P.O.T. 50+00 A I > , III \ 1 CO�C. WALK TO BE REMOVED CASTING To G DE 6 OF 12 RCP REQ'D _ 1 1 15' D.L. 164 OF 15 CP REQ'D. RAW X = �_ _II v �� 1 WEIR To REMAIN INV N 857.9 11 - _ , -- — �� +85 TR. 0 18" RCP ,% ^�I 5 +23 STIR. #5 X fr1 � � I I I `�' 4 o f \� I a 1 RESET EXISTING END SECT — — — — — — z5'LANDSCAPE &DE. — — — o' � MANHOLE TYPE C-4 & x ±10 SPRING FARM 1 " , X X X X R \ ♦ H - _ z 1 52 OF 15 RCP REQ'D HOMEOWNERS ASSO�C. INC. w �, � � _ +80 � � �� 5' NON-ACCESS ESMT. / ��I � ,� — — - - - - - - - — — f— � — _� � �� , �� 7 +15 STIR. #7 +32 MODIFI R W �C(n INLET TYPE J-10 & 1 5 40' OF 12" RCP REQ'D ------- ------- - --- - --- -- - - ---- -- --- W 0.7 TONS UNIFORM RIPRAP REQ'D D Q Vu +15 STR. #8 CATCH BASIN TYPE K-10 & B 16 15 ) SPRINGMILL RD. C) 5 OF 12 RCP REQ'D ' . - " " RG. N00'10'34"W I 'I UNE "C" 8 Q +15 STR. #,9 NE B & SECTION UNE i 11 � ', . . MANHOLE TYPE C-4 & N �° 15 �, ;r LINE B AND , �% E -- E -- K HaMS �'' SECTION LINE z 59 OF 24" RCP REQ'D ` 20" WATER LI1JE I -- W — W _ — - — — — — TQM4 +56 MODIFIED CURB TURNOUT - - - - - - _ - \� — — v W 0.4 TONS UNIFORM RIPRAP REQ D - F- _ T 2' NON-AC SS FCUT_ E E E E -- -� - ., .. ..,, _ 20' U.E. & LE. - — — — _ — — — — — — — — — — - - — I - - -- -____-- ----- --__ __- ----� -_- <1 �v ( � --_ BEGIN CONSTRUC ON JAMES KEATING & +60 STR. � +00 +40 < � � � 1 i Q`11'+/ R W � 8 CHERLY KEAl1NG INLET TYPE B-15 & R W STA. 96+18 55' OF 12" RCP REQ'D. +80 "A'� I / I L I � \ �� \ CO ST. LIMITS �T 87 JAMES D. CLARK & 89 R/W I I / % \ INDIANA GAS COMPANY, INC. II MIMI MARIE CLARK DAVID R. JOHNSON ' I I / SECTI 26, T18N, 3E �� INSTRUMENr #9240955 SECTION 26, T18N, R3E I \ 30' GAS LINE EASEMENT N / / MANHOLE C-4 & CLAY TOWNSHIP \\ \� II CLAY TOWNSHIP 88 V HAMIL COUNTY V A r� \ SAW CUT; REMOVE CONC. SIDEWALK HAMILTON COUNTY �, 180' OF 18" RCP REQ'D. F TO WEST; STA. 102+40 121' RT ALL R/W DESCRIBED FROM UNE "B" EXCEPT AS SHOWN. STONE WALL TO BE REMOVED \ SEE PLAN SET 2 OF 2, PROJECT 04-01 FOR BRIDGE PLANS. 880 - - SEE LINE "C" PROFILE K HIGH POINT S A = 97+03.10 LOW POINT STA = 98+59.63 880 - -- - BM IN HAMILTON COUNTY, CARMEL PVT STA 97+00 PVI TA = 98+60 - - - - - -- - ---- -- � -- QUADRANGLE, NORTHWEST QUARTER OF 0 0 - --- -_--- - -__ - _ SECTION 26, T. 18 N., R. 3 E., DNR BRONZE ------------- ----- VC--- - O N Ln L, N --- --- - - --- ---- - - -�- -�--_ --- --__-��----- N - DISK STAMPED "HAM 61 1989", AT THE rn ao mot; ,.� �r� � � � _ -- - - -- -- -- --_ - - --- - _— ----- - + -M- w- - o - - -- ,----m- ar �- ---- -- _ - -- - - ___ - - -- - - - -- _ --- -- SOUTHEAST HEADWALL OF SPRING MILL ROAD 875 CO °' �� U o�00 cc � ; N Cq +�, r� o c 1 BRIDGE OVER WIWAMS CREEK, SET IN THE _-- - - - - --- > ¢ Z Z o^ 0000 o 0 875 TOP OF THE SOUTHEAST CONCRETE WINGWALL N- W �' s - - - - - --- -- - - _ - -- -- --- ---- RIDGE. 14 FEET EAST FROM THE - - - - 5 5 �- v�c i cr cn w J �� o CENTERLINE OF SPRING MILL ROAD 0 --- - - - FEET - _ -- -- --- _ _ --- -_ - -_ _ -- _ ---___� _�¢ ___- -- _- SOUTHWEST FROM THE NORTHEAST FACE OF C4 CN--- - - -- -- -- ---- -- -- -- — - ---- — -- - -- --- -- -- -- - - - N ~ --. -- - - --- - - - -- - - �' -- -- - - - � -- -- --- -- THE WINGWALL, 0.3 FEET BELOW THE CL N I�LO -- _ --- --- _ - ROADWAY. 870 - -2 op - >>> - ELEVATION = 864.794 (NGVD 1929) INCIDENTAL BEGIN PROJECT 870 --- - + C=t -- - --_. C{MSTRUC7 9lm__ - -- ----- - - -- - --- - - - - --- - ------- - - cn cn�z cn 3 = " " TBM 3 - CHISELED X ON THE WESTMOST ELEV. X71�1 r _ ---- --__ - - 0.877 FLANGE BOLT ON A HYDRANT AT THE - - - -- - -- -_------___-- SOUTHEAST CORNER OF 131st STREET AND --- 15 RCP --- - - - - - - -- - SPRING MILL ROAD. 40*± SOUTH OF THE -- - - ---- --- - ---- -- --- -- - - --- --- ---- - - --- -� - CENTER - -- - - --- - -- --0. UNE OF 131st STREET & 35'± EAST OF 865 18 RCP THE CENTERLINE OF SPRING MILL ROAD 52 865 ELEVATION = 871.059 0.41 - - - -- - ----_ + TB M 4 - TROLLEY SPIKE S 33.50 LT IN THE RIM 863.31 NORTHWEST FACE OF POWER POLE - - _--- _ --- -- - --- ---- -- - ---- — -------- .-- -_ -_ WOOD RIVER #200; Lo=N -- -_- __ -- --- - - -- - - - PiPEUNE--- -- - - - - ------- - -- --- - - s _ c 85$58-0$-- 360'f SOUTH OF CENTERLINE OF 131ST — - -- _ -- __ -- - --- - -- -- - _ - ---- --------- -- - STREET & 50'f EAST OF THE CENTERLINE OF 860 — ��"'-�' Ex. Sanitary MH 12" SPRING MILL ROAD. N(mcn 860 ELEVATION = 870.894 INV. IN 866.34 ZZ - - -- - - - INV. III-846.-74-- -- --- - . " - - -� 8 ------ - ---- -- - -- - -�c -�z w INV. I N 846.54 - 1�- - - - --- -- - - -- - 58- 0.-419' " INV. OUT 846.35 -- --_ _ ---- - ---- ------- _ - -- - -_ - --_ _ - ---- ---- _ EX. END SECT. STA 102+84.76 ---- -- - _ - --__ - -- _ ------- - _ 53.46 LT N INV 858.00 855 STA 102+73.19 22.0 RT 855 INV 857.00 -- o O � N _ 00 ^ r- 00 ^O O C4 tI) 0 N Q� N 00 00 00 00 00r- co � r— r- ^ O � '— � � CAO tDOi � c � O LoUj N � O ^ 00 aD 00 ^ � I� cfl cD O � 00 00 OO pp CO 0 00 00 00 00 �p � cD � c 00 00 00 00 00 00 00 000 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 \\\\�i\\U I 1 I l I I I l // Historic Fort Harrison ,,,\\\ooS�OPHER �'''%%,,,�� HORIZONTAL SCALE BRIDGE FILE ........... o RECOMMENDED _ CITY OF C 1 =30 8901 Otis Avenue V�`��° RFa••G'6'% FOR APPROVAL 30 VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. = DE ENGI DATE 1"=3' 46216-1037 =; PE19700209 J. • 1-800-898-0332 `•. STATE OF ' DESIGNED: SSB DRAWN: SSB c♦ 317-826-7100 !tici�N� ��? ��7` STREET SURVEY BOOK 8 SHEETS 48 ,I CHECKED: CJO CHECKED: CJO PLAN & P " CONTRACT PROJECT Formerly Schneider Engineering Corp, / Bohlen, Meyer, Gibson & Assoc. �/�Il�iil'11111�\\\\\\ PROFILE LINE � 04_01 1 104+00 105 00 106+00 107+90 108+00 109+00 110+00 111 +00 +66 STR. 114 �+ 1 , MARK M. PALOMBARO 1 1 ADJUST CASTING TO GRADE ��N 1 1 1 SPRING FARMS SECTION 7, T18 N, R3E - t HOMEOWNERS THOMAS D. HODKIN o +70 STR. 7 ASSOCIATION, INC. HAMILTON COUNTY A5 +06.8 STR. f1 5A & CHRISTINA KINSTLER NO CHANGE REQ D 8 wv SE a6a 5 1s' RCP I SPRING FARMS STR net INLET TYPE M-10 REQ'D 7 +66 STR. 2 T/CB86�52 +78 STR. 8 / / +30 STR. LL ' CATCH BASIN TYPE K-10 & wv N 859.7 �2° RCP CORE EXISTING MH 1 �/ NO CHANGE REQ D y C RB INLET , A�+37.3 S�• " , INV SW 859.7 1,2" RCP ` �� +78 STR. 9 1 // #12 � 1 7 OF 12 RCP REQ D. 1 1 11 11 0 1, 1 � INV�s�6o x412 RCP CATCH BASIN TYPE C-15 & // INLET TYPE M-10 REQ D o F " '` END PROJECT RoN NCE 7 0 15 RCP REQ D. 1 �/ +30 STR. 23 �(E -- - D -- - IGN — — STA. 110+00 �+90 STIR 20 ";TOP" K ,a - CORE EXISTING CB oN FENCE LANDSCAPING INLET TYPE J-10 & �N _ AREA ,`� BEEHIVE 12' OF12" RCPREQ'D 30.0' D& NON ACCESS ESMT\GREEN 40' ST C 866.2 BELT BUFFER LANDSCAPING EAFA T INV NW 860.1 15" RCP SIGN CONST. LIMITS SPRING TED DRAIN AREA / INV 5 850.0 41 RCP NO TRESSPA.SSING" -' - - - R A 20 30.0' D&U NON ACCESS ESMT\GREEN B - - - - _ 4� { BELTT QU, SIGN - 40� � NO TRESSPASSING"" - 1--- ---_- -_- ` _ — — - - \SPRINr G FARMS REGULATED DRAIN _ APP. EXIST. R _ 0 0 0 0 0 slcNI I ---- -- _ --- -- --- - -- -- — -- -- - - _ — STOP AHEAD - � � 16 � 26 G -'_ _ _ _ _ - 15 - SEC110N LINE =° 16 K 15 _ -- _-- - - - - - - ASPHALT ROAD NOO*10 34 - _� UNE "B" 16 B — -- - - - - - - - - _ W ASPHALT ROAD - _ Z B INLET TO BE REMOVED — - ----- R8. --_----- — --- — — — 15 --- R40' - - - -- --- -- _-- --- --_ ____ SPRINGMILL RD. 15 _ - - K ' G -- - 26 — - - - 0 3 __- — — — — _ �; VINYL - - ----------- -- ----- - - - - 4fE-- - - - --- -- -- - -- - ------ -- - - - - -- - - - - - - - - G R= — - FENCE \ TBM 1 - G G G - - - - - - - - - - - - - -- - - - - - - -- - - - - - - o -4NE-- -� --- ------------- T,- VINYL -- -- - -- - -_ — -- - COo D FENCE -- \ �- - -- � �� SIGN }� D VINYL ° ONST. LIMI EEC:` TOP° X FENCE SIGN — +90 S 1 R. 21 �A LAND REAPING +66 STp 3 "NO SWIMMING" _ J 1 R' PARKS AT SPRING MILL PARKS AT SPRINGMILL INLET TYPE J-10 & �� I , I LANDSCAPING INLET TYPE J-10 & " i „ HOMEOWNERS ASSOC. HOMEOWNERS ASSOCIATION 12 OF 12 RCP READ. IJ �� LO AREA PARKS AT I MAN MOHAN & PHEM DHAWAN 48 OF 12 RCP REQ D. +78 STR. 6 LAKE ii F I i, +30 STR. 24 SPRINGMILL INLET TYPE C-15 k �; F �� INLET TYPE B-15 & HOMEOWNERS SEC110N 26 T18N R3E ASSOCIA11ON 50' OF 12" RCP RCQ'D. �n `i 53' OF 12" RCP REQ'D. LAKE 28 3 CLAY TOWNSHIP ! HAMILTON COUNTY ALL R W DESCRIBED FROM LINE *B" EXCEPT AS SHOWN. - --- - 880 PVI ELEV = 876.59 400. VC 880 TBM 5 - CUT SQUARE IN -- --- --- --�© -I?olt�T-€�-- -97 -- - -- - - - -- -- - -- _ _ ---- - _ THE WEST END OF THE LOW POINT STA = 105+78.3 vI STA = 106+20 ISLAND AT THE ENTRANCE OF KINGSBURY DRIVE. - - ------- - -- - - -- ----- - -- - - ---- t Et€V—= 865.35---- - --- - - -- -_ - ----- - - ---- - -- -- _ -- - --------- — --- - ELEVATION = 868.670 875 875 N - ----- N 870 2.12% END PROJECT - STAI 110+00 870 — - -- - - -0.87% ---_ Cn 865 21" RCP 865 EX. MH ---------- - STA 110+72 31.50 LT 21" RCP RIM 874.40 _ 0.30% N INV 866.70 -24 -- --- 108' 0.29% - - - --- ------- ' 24" RCP - -- ---- -- 860 0.31% _ -- E INV 870.10 - EX. MH 860 _ _ - - - - --- - - -_ __ -_ -- ------- - -_ - ------- - ----- - --- -- - _- STA-108+ 1.- --- ' EX. MH -- _ STA104± 6 31.50 LT -- STA-1-05+78-31.50 RIM 869.85 RIM 865.6 _ _ _- ---- -- - - - - - - -- -- ---- ------- -- ---- ---- iJ- -- INV_8fr3:99--- _------- - --- - RIM 865.45 - -- ---- -- - - -- - - - _ __N_tN 8 - -- - S INV 860.91 S INV 859.48 S INV 859.90 ----- - --- - --E-INV-B61 42- Q�� W INV 862.28 CD ^ 00 N � 0 0 M � � O MO � P� � p M � r7 � � �`� LO I N MN � M � M � 00 N 00 x0000 00 00 X000 � � 0000 0000 000000 00 co 0000 ca 000000 0^O00 0^O ^ co CO ^ 00 00 �00 co 00 00 00 CO 00 � Op 0.01 �L 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 �� QHE �� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison °`\\�S�O�sr'R `�Oo�'� RECOMMENDED ' 8901 Otis Avenue V� �° RFO:G2P FOR APPROVAL .7 0 CITY OF C 1 =30 VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. ESIGN ENOINEER DATE 1"=30 46216-1037 PEI 9700209 °Z °• STATE OF �- DESIGNED: SSB DRAWN: SSB 131st STREET SURVEY BOOK SHEETS • 1-800-898-0332 ° �.• 317-826-7100 �J+` ''�'o1�N!' '�� / ,N A`11� \ CHECKED: CJO CHECKED: CJO � �Q� CONTRACT g PROJECT � Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. IIIIIII PLAN & PROFILE UNE V 04-01 197+00 198+00 199+00 200+00 WEST PARK \ I I� +9q„ WST PPPPPAR -L�RIN / C 20"' g- THOMAS PHIWP ANNETTE K SPIN R MILLER \ �\ +90 \ PARKS AT SPRING MILL REGULATED DRAIN EASEMENT +15 ,Q HOMEOWNERS ASSOCIATION \ AT JR COWNS , {�} Gam\ �\ a Q �x (� z \. \ R W ?_' NON-ACCESS EASEMENT PER PLAT ' ' R �� \� `T P. EXIST. 50 R/W - - - - - - - - - - - - - -- - - - - - i \\ Ow P - \ ,�`�� ----- - 1 \ -\ - _ - _ - -- - t _ \W\K T CONSr. LIMNS - END PROJECT STORM MANHOLE - - - - - - \ \ \ - - - +++uuu �o STA. 202+23.1 \ , -24\P INV. == 860.1 E) CHAIR BACK CURB I � \-\ 15" RCP INV. = 865.2(SE) 02.3+00 \ X CURB INLET ±42" RCP INV. = B58.9(S) " " I G \ \X O> \ TC = 869.29 18" RCP INV. = 861.2(W) LINE D 79 \ \ \\ V 15" RCP INV. = 865.8(NW) I „ X� A Ln a a 0 AND�C�PED�RE-/+ ERIDIAN +18.35 "A" LINE "E" V y v� yv \� I?L BEGIN CONS11RUC110N 110.55, z i 1 _ _ - \ v v END CONSTRUCTION STA. 197+4 12 CORNERS elw. I _ v y- y y _ y y v v v STA. 202+93.3 �� ASPHALT WALK \ 4 A EXIST. 50 R/W _ �- y LINE "D" a a \ N a s LINE "A / V y \ A V�ygV\ a CURB INLET TO = 866.49 12" RCP INV. = 8625(SE y - CHAI ACK CURB \ _ \ +75.0 E - ��\ \ \\\ \ 2" RCP INV. = 862. CURB INLET - \� - ; \\ TC 869.47 \ as 1 +22.4' A \ i ❑ D �\ 7 24" RCP INV. 861 1(E) A �\ 60.0 104.60' a �\ y \ �� , • - �� \ �X � � CURB INLET 24° RCP INV. = 861.0(W) EQU: P.O.T. 200''00 „D„ TC = 867.99 p » „ + Ed n A= c a i8" RCP INV. = 861.4(N) = P.O.T. 56+59.88 A � \� � �� \ � R W� / +P.L 10" PVC INV. - 861.5(E) DUKE REALTY LIMITED PARTNERSHIP ��ti z I z 1 60 \ _ '�{� \ \ I \ RCP INV. - 862.1 BEGIN PROJECT 18" RCP INV. = 861.4\) INSTR #200300014928 G /12" STA. 98+00 24° RCP INV = a6L4(W) / \ vv B \ +80"A" \ � CONST. LIMITS = 6p CONST. LIMITS +60"A" �' �, i 90' \ V �� \ \'\ _ 75' ,I MODULAR BLOCK RETAINING WALL / �� / � THE ESTRIDGE +59.3 CLASS I DRIVE= a \ _ / \ T W=24.5' L=24' \ \ \ � I � , DEVELOPMENT , COMPANY INC. CURVE DATA - C) \ C' \ : _ -� /; \ " „ INSTR #1995-22754 P.I. STA. 202+35.05 "D" w �, A= 52 0013 C.N ° z R/W \ R = 400.00' \ II I 1 1 I I o T 195.11' £1 En I I I \ L = 363.05' ABACUS PRESCHOOL, LLC 1 I - INSTR #1995-06954 \ 1 I I \ E 45.05 �)c \ I I S.E. = N.C. Q TQUAR868.78T \ TO 6.38 \� TCNITAB\ M f1 ALL R/W DESCRIBED FROM LINE D EXCEPT AS SHOWN. BENCHMARK _ --- - -- - --- - - TBM 10 - CHISELED "X" ON THE NORTH - ---- -- - - - SEE LIE "E" PROFILE MOST BONNET BOLT OF A HYDRANT AT 880 -- 880 THE SOUTHEAST CORNER OF MERIDIAN PVI ST�4 98+50 �„ CORNERS BLVD AND 131ST STREET PVI El = 871.55 �' - - - ELEVATION = 870.49 --- 100.0 ' VC M ° rn �- - - - - ---- N ------- - - - -- -- 00 I I - - C:) - ^ -- -- - - - - - ---- - TBM 12 - MINE SPIKE SET ON THE + - - - - ---____ _ - EAST FACE OF A 48 OAK TREE AT + INCIDENTAL - ---- _ > a W LU 00 II N THE NORTHWEST CORNER OF MERIDIAN 875 f- uj s W > _ - 875 CORNERS BLVD AND 131ST STREET V' s a - -- -- -- - - -- ---- ELEVATION e 873.17 - -- - - ---QS---- - -- - 5 a 5 a I CIDENTAL --- +0.64% - - 870 870 -- - - ------------- EC� --- --- - -- - - ---- ---- -- ------ST-A, -00 ------ - - - - -- --- ---- -- --- -- -_ - -- 70.86 -- -- ----- -- ---- END PROJECT STA. 202+23.1 865 ELEV. 869.21 865 c� M M CV N LO � 00 cD CD Op ^ p � �- � � ^ CV ACV h ^ � � r- O, cow c0 ca 0000 0000 CO CO H 00 00 00 00 00 r- 00 0O 00 00 CO CO co 00 00 00 00 Do 00 00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 \\\\\\��\\\\\\\111111111111111//////��/�j/// HORIZONTAL SCALE BRIDGE F1LE Historic Fort Harrison \\�� \0HER ✓, o ,,� RECOMMENDED C OF �'� 1"=30' 8901 Otis Avenue vQ.;��O\9TE�pto CG' FOR APPROVAL 0. VERTICAL SCALE DESIGNATION Indianapolis, Indiana = N0. = D IGN ENGI DATE 1"=3' 46216-1037 1;9 PEI 9700209 °� 1-800-898-0332 �', STATE °2\ DESIGNED: SSB DRAWN: SSB 131st STREET SURVEY BOOK 10 SHEETS 317-826-7100 % J' D1."`'' V��\ '*D* CONTRACT PROJECT iAl�11\\ °°�\ CHECKED: CJO CHECKED: CJO PLAN & PROFlLEs UNE Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-01 45+00 46+00 47+00 48+00 49+00 50+00 _ 51 +00 52+00 53+00 0 O B 16' 1 F � l o B; � ° ° 40 I �4 So 9S C la EQU: P.O.C. 12+28.13 LINE "C" = D P.O.T. 100+78.85 LINE "B" I 16 I D L EQU: P.O.C. 11 +29.89 LINE "C" = O ® ' 15 P.O.T. 50+37.08 LINE "A" + � � O i �° 15 X LA 00 SAW CUT N F X ! w REMOVE CONC. SIDEWALK TO EAST + - --- ---- -- II EXIST. CONC. SIDEWALK TO REMAIN _- -- --- -- -- ------ - --- - - - -- C 18' 6 C - - - - - STA: 45+50.00 ----- / � L LINE "C" K 8.46 LT \ ® `° � I L © 15 1/4" SECTION LINE 131 st ST. a'S�O �5 � ® - _- -- -- - O 131 st ST. O -- - - - - E .,A -� - --- - 1/4" SECTION LINE ---= a' -- - - 15 16 C LINE "A" � 10, mp --- __ - - - 1 �X -- -- -- - K 1 G�, D I G D O o � , i STA: 45+50.00 EQU: P.O.C. 10+00.00 LINE "C" F I U- 13.05 RT P.O.T. 49+33.52 LINE "A" I D EQU: P.O.T. 50+00.00 LINE "B" = F ® P.O.T. 100+00.00 LINE "A" 4' 4' L L C SAW CUT O --- -- - -- -- - ---- ---- --- ---- C _ REMOVE CONC. SIDEWALK H GH POINT LEV = 871. 1 LOW POINT E V = 870.1 5 16 I TO NORTH AND EAST - POINT LOW POINT ST = 12+ -PVI_.STA - 10+75- - --PM STA 12+75 _ - --- - - - -- -- ---- - ----- - -- -- --- - P = 880 16 i 16, PVI ELEV = 872.00 EQU: P.O.C. 10+79.52 LINE C 880 P.O.T. 99+68.90 LINE B EXIST. CONC. SIDEWALK TO REMAIN 150.0 VC 875 - - 875 ao R376' O -- - z J J 0 - PROFILE GRADE R36 ,- -- -- -- - _---- -- _ ---- - - _ - - __ - _ _ -_- - -- _- - � I � � z - --- -- - - - - - - 1. -° in STA: 97+55.45 30.65 RT 870 - 870 - -- -- - - - -- - --- -- - ------ -- - -- - - ---- - - - 10.45 RT 29 .08 EXISTING GRADE - - --- - - - ---- - - -- - -- -- PC STA: 97+25.67 STA: 97+06.16 28.13 RT --- - -- -- - - -- - --- - - - - 3.52 LT 865 12„ 865 I R575, � O PC STA: 97+05.61 CD ---- - - - -- -- -- - --WOOD RI R -- - - + PIPELINE Z 6.42 � --- K Zi PT STA: 96+65.76 O - - zo I 16.55 RT -- 12 860 o N � � Ln - •� � o � � � � CO � � N 00r- ono j r ° � r � � ° ^ `° � CO � o O o R250'I j ao CO P2 OSTA:T 96+18 NOTES. STA: 96+18 / SEE SHEET FOR LEGEND 10+00 11+00 12+00 13+00 12.00 LT ® I SEE SHEET 12 FOR GEOMETRIC DETAILS AND SPOT ELEVATIONS LINE "C" PROFILE \ 1 Z41\ \\\\\\ QHE „/i / HORIZONTAL SCALE BRIDGE FILE �� 0 R �/, % RECOMMENDED CITY OF C 1 =30' 8901 Otis Avenue Harr ao�srE;p�, ECG;°% Historic Fort FOR APPROVAL 36 �� VERTICAL SCALE DESIGNATION Indianapolis, Indiana NO. = E ENGI R DATE 1" = 3' 46216-1037 =� .PE19700209 SURVEY BOOK SHEETS 1-800-898-0332 STATE OF 2\ DESIGNED: SSB DRAWN: BAB 131 st STREET 317-826-7100 %�JJ+'�NDIAN'�`��\� 11 of 48 r � CONTRACT PROJECT ,.... CHECKED: Coo CHECKED: SSB CONSTRUCTION DETAILS - LINE C Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 04-01 47+00 48+00 49+00 50+00 51 +00 52+00 O PT STA: 101+75.79 6.00 LT O + PT STA: 101+75.79 N 22.00 LT PT STA: 101+64.66 O 0.00 LT PT STA: 101+64.66 oy16.00 RT J POC STA: 101+24.18 8132. - POC STA: 101+22.87 9 17.15 LT, ELEV. 869.69 4.41 RT, ELEV. 869.6 POC STA: 101+30.84 31.70 LT, ELEV. 869.36 �' �' POC STA: 101+26.31 Y�, 20.04 RT, ELEV. 869.37 0 - \ \ PC STA: 101+10-31 U) 43.86 LT, ELEV. 869.56 \ R30 , STA: 12+21.40. STA: 100+95.34 55.11 LT, ELEV. 869.65 ,Qr � � R�g4 18.00 RT, ELEV. 869.97 R2a , PC STA: 100+94.14 PT STA: 49+34.38 i 30.05 RT, ELEV. 869.81 80.97 LT, ELEV. 869.80 / PC STA: 49+20.42 POC 5 RT, ELEV 78 0 14 O 68.50 LT, ELEV. 869.81 CD �J ek PC STA: 50+55.33 POC STA: 49+00.56 61.14 LT, ELEV. 870.30 57.63 LT, ELEV. 869.70 `sU� io O �- PC STA: 50+73.70 POC STA: 48+78.73 STA: 12+58.34 18.00 RT 46.01 LT, ELEV. 870.47 47.91 LT, ELEV. 869.59 ELEV. 869.80 POC STA: 50+91.82 - 34.81 LT, ELEV. 870.25 POC STA: 48+85.21 �� 33.27 LT, ELEV. 869.92 )C PT STA: 51+23.92 ® 28.00 LT, ELEV. 869.99 QQ PC STA: 47+74.26 �o 28.00 LT PC STA: 47+74.26 i s 12.00 LT STA: 11+64.95 � STA: 13+16.13 ELE 18.000.59 PC STA: 47+40.00 18.00 -_ -- ----- - 28.00 LT pow I ELEV. ELEV. 870.01 0 POC STA: 50+85.80 LINE "C" LINE B I 19.98 LT, ELEV. 870.49 10' R75' ' R75' STA: 46+84.09 I �- ) - -- TYP. '� STA: 13+50.69 5 (TYP 6.00 LT \ EBLEV 870.42 PT STA: 51+23.92 131 st ST.31 1 p LINE "A" 131 St ST. POC STA: 48+85.23 0 1 j \ 12.00 LT ELEV. 87 . 11.38 LT ELEV. 869.92 LO O " " p �Q �0 PT STA: 50+88.11 LINE A CD 0 0 4.00 RT, ELEV. 870.58 ° STA: 11+29.17 18.00 RT PC STA: 48+38.22 k0 ELEV. 870.97 PC STA: 47+13.47 9.11 LT d- STA: 10+84.38 4.00 RT a' PT STA: 48+41.55 � STA: 10+53.78 18.00 RT / a? 6.54 RT 18.00 RT ELEV. 871.15 �` PT STA: 51+12.03 PC STA: 47+13.47 ELEV. 871.07 U o POC STAA:: 50+82.50 20.00 RT PC STA: 48+49.70 ° 4.11 RT, ELEV. 870.64 4.81 RT POC STA: 50+84.90 STA: 46+84.43 POC STA: 48+82.91 �., 21 .85 RT, ELEV. 870.26 4.00 RT 4.46 RT, ELEV. 869.61 'Q�9, PC STA: 50+66.58 PC STA: 49+02.84 Q.'�O STA: 46+$4.43 � � � R85' 25.23 RT, ELEV. 870.48 20.00 RT 10.93 RT, ELEV. 870.09 �� j POC STA: 50+43.22 POC STA: 49+36.52 �� 35.89 RT, ELEV. 870.93 34.11 RT, ELEV. 870.83 POC STA: 99+45.62 POC STA: 99+42.36 \ 26.62 RT, ELEV. 870.80 44.20 LT, ELEV. 870.72 POC STA: 99+17.95 m POC STA: 99+23.21 32.11 LT, ELEV. 870.59 \ \ w 18.52 RT, ELEV. 870.60 + POC STA: 99+23.44 \ \ J POC STA: 99+24.96 O 16.61 LT, ELEV. 870.92 I \ 1.98 RT, ELEV. 870.93 O ' PC STA: 98+74.79 8.50 LT PC STA: 98+95.71 \ 19.93 RT PT STA: 98+75 p\ 4 33 A : 98+92.11 24.50 LT RT O \ STA: 98+30.61 8.50 LT -I J STA: 98+30.61 �I R360' 24.50 LT j Z ii _ 8376' CL \ , HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison \��o`` �S�OQHER �/ %,�� RECOMMENDED CITY OF CARMEL 1 =20' ��, `gTER�oG6'' FOR APPROVAL ?�'rl�� VERTICAL SCALE DESIGNATION 8901 Otis Avenue ' Indianapolis, Indiana = NO. - DLfSIGN ENGWER DATE NA 46216-1037 =� PE19700209 = n�� SURVEY BOOK SHEETS of :°2\ DRAWN: BAB 131st STREET 12 of 48 1-800-898-0332 .� DESIGNED: SSB 317-826-7100 ��';�siQNAI \ - CONTRACT PROJECT ,,1,,,111M,,,,,,,,o CHECKED: CJO CHECKED: SSB CONSTRUCTION DETAILS LINE C 04-01 Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 55+00 56+00 57+00 58+00 59+00 XX Z' END CONSTRUCTION STA. 202+23.11 // END INCIDENTAL CONSTRUCTION STA. 202+93.28 PC STA: 202+17.87 23.00 LT- PC __ PT STA: 202+45.55 O STA: 201+96.47 � � 49.21 RT 3.85 LT � � RCS Z PC STA: 202+16.30 31.11 RT EXIST. CONC. SIDEWALK TO REMAIN ,PT STA: 202+02.19 18.42 RT I © � �, 1 D N ll C � w SAW CUT z �� ® L REMOVE CONC. SIDEWALK TO SOUTH EQU: P.O.C. 21 +47.06 LINE �,)'A)' _ EQU: P.O.T. 200+37.51 LINE "D" _ �� P.O.T. 57+48.75 LINE A P.O.C. 22+73.78 LINE "E" SAW CUT ,� REMOVE CONC. SIDEWALK TO WEST AND NORTH - - - - �/ \, / ~ � � - - - - - - - - - - - - EXIST. CONC. SIDEWALK TO REMAIN rn _ 15 16 i + 15 - 15 15 O n3 ' - - - - - - - - - - C:) ® N Aj tY N �K 131st ST. �+ ►�? 131 st ST. �' 1 32 16 1/4 SECTION LINE - - - - - - - '2 LINE "A" 6 - - - - - - - - - - - - - - - -- N a, 15 L O � 1 15 - - - C - - - � - - - - - - oP LINE 6, 15 HIGH POINT ELEV 873.12 0 Q -IJ0WTDWT--EI-FV 871,S6 LO ko ko _ POINT STA = 22+42.89 - ----------- - D N 14 1, �cf' C P ELEV = 8 3.40 PM STA 22+25 - - --- EQU: P.O.T. 56+49.24 LINE "A'$ _ 6' I B D - - - 100.00 V 120.0 ' VC P.O.C. 20+00.00 LINE "E" ox _ _ - - EQU: P.O.T. 56+60.01 LINE "A" = 1' ; 12' ® 3s I 880 -fir-- 880 C� P.O.T. 200+00.00 LINE "D" C EQU: P.O.T. 199+74.19 LINE "D" _ L s o P.O.C. 20+28.19 LINE "E" 15 875 PROFILE GRADE ° 14 C MODULAR BLOCK RETAINING WALL 875 +62 STA. 57+93.35 LINE A -- --- -- ---- t-- 138.9' RT Q70Y - - --- - --- - -- STA. 198+90 3' II m SEE SHEET 19 FOR DETAILS +0. 7� w z END BARRIER CURB --�r- STA. 198+32 v 870 870 z EXISTING GRADE I co -- J R 865 865 M � O � � � a? 0 0 � � CD M r-PC STA: 197+42.20 ,N ° a 00 00 n 00 NOTES: 11.30 RT GO oo 0o ao SEE SHEET 2 FOR LEGEND SEE SHEET 14 FOR GEOMETRIC DETAILS AND SPOT 23' 20+00 21+00 22+00 23+00 ELEVATIONS LINE "E" PROFILE ii HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison \o```��5��4 R ✓0''%,, RECOMMENDED CITY OF C 1" 30' 8901 Otis Avenue V��:�°°gT ERFa•G'r' FOR APPROVAL _ d 0 VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. D 91 GN ENGI ER DATE _ 46216-1037 �';PEI9700209 1 3' O STATE OF SURVEY BOOK SHEETS 317 0826 98100 32 ',�� .......... DESIGNED: SSB DRAWN: BAB 131 st STREET %�J+ Nni ANr�C,� 13 of 48 ,I C CONSTRUCTION DETAILS - LINE *E" CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. /�I�I�II�ItII��\`�\\\\\\\ CHECKED: CJO CHECKED: SSB 04-01 55+00 56+00 57+00 58+00 59+00 60+00 PT STA: 201+5§.28 8166' i POC STA: 201+85.57 6.76' RT R150' R166' 41.19' RT PC STA: 201+52.81 8.27' LT 4442'ART 201+39.19 R150' . PC STA: 201+4 .99 I i 5.01 LT � 75 8259 �� 52.63'ART, ELEV. 870.69 PC STA: 201+34.04 66.39' RT, ELEV. 870.33 tPC STA: 201+27.17 PT STA: 201+959 .R70 ` 70.59 RT, ELEV. 870.41 0 R106' �\ STA: '200+88.20 " ' POC STA: 201+14.56 66.77 RT, ELEV. 871.47 V-00 0.51' LT, ELEV. 870.50 C POC STA: 201+14.16 1 PT STA: 200+85.77 , 15.5 RT, ELEV. 870.81 93.09' LT, ELEV. 871.21 PC STA: 201+02.94 14.25 RT, ELEV. 870.98 � � POC STA: 21+80 34.48 RT, ELEV. 871.63 POQ STA: 200+77.12 STA: 200+82.69 \ 13.35 LT, ELEV. 871.14 9p' ELEV' 871.36 POC 0�TLT, ELEV 8871.88 PCq STA: 200+52.45 PT STA: 49 5 .97 43.62 LT, ELEV. 871 .25 0 � PC STA: 57+91.22 POC STA: 55+89.98 12.02 LT, ELEV. 872.15 PC STA: 55+49.59 44.39 LT ? �� POC STA: 58+10.37 44.51 LT L► ELEV. 871.21 / 19.73 LT, ELEV. 871.77 LA PC STA: 55+29.37 STA: 22+0�.28� POC STA: 58+04.93 37.75 LT f . 8 RT 5.89' LT, ELEV. 872.07 � EV 871 .77 PT STA: 58+38.74 PC STA: 54+8Q.64 POC STA: 22+70.00 %� _ ' 28.00 LT - �C 0.00 LT 36.87 RT �� PT STA: 58+48.92 ELEV. 871.30 i / 12.00 LT STA: 22+53.70 18.00' RT �� STA: 21 +61.06 �M ELEV. 871.61 � ELEV. 80, 205\ F' OC STA: 55+95.60 \ . STA: 60+OQ.00 W 28.88' LT, ELEV. 871.41 STA: 56+25.68 � 18 0:0'2RT 81.03 o0 37.00 LT ELEV. 871.75 12.00 LT PC STA: 54+8f.64 o ELEV. 871.57 + 12.00 LT POC STA: 55+9 .14 N ?'� STA:0' LT+44.03 131st ST. STA: 56+21 .72 PC STA: 55+41.21 ELEV3.901.52 15.68' RT N �„ 131 s t S T. 0.09 LT LEV. 871.87 O 10 O O TYP. LINE "A" O � cO CV PC STA: 54+8 .64 O �3' 4.00 RT rn ' °' STA: ,20+40.47 19.42 RT STA: 60+00.00 ELEV. 872.36 - 0 12.00' RT STA. ,20+15.61 18.00 RT LINE "E" STA: 21+3p.65 0 o ELEV. 872.18 0 ELEV. 872.40 POC STA: 58+45.14 PT STA: 59+33.47 �° 9.88' RT 12.00' RT 0 w r- PC STA: 54+8p.64 �' PC STA: 58+35.79 20.00 RT PC STA: 5615p.RT p 12.11 RT PQC STA: 55+88.62 �� 119 42'2RT 68.30 /� POC STA: 58+06.84 19.90 RT, ELEV. 871.19 �� ELEV. 872.60 33.25 RT, ELEV. 871.81 PT STA: 56+05.13 � STA: 58+01.60 8.40 RT, ELEV. 871.63 �N 5 20.72' RT, ELEV. 872.09 PC STA: 56+05.48 POC TA: 57+73.62 26.65' RT, ELEV. 871.41 46.46 RT, ELEV. 872.24 POC STA: 20+25 38.82' RT, ELEV. 871.84 PT STA: 199+27.45 PC STA: 57+41.75 O 25.80' LT, ELEV. 871.62 62.68' RT, ELEV. 872.52 + STA: 199+37.37 POC STA: 199+18.66 2.88 LT, ELEV. 872.19 58.14 RT, ELEV. 871.94 STA: 199+08.30 �- 25.81' LT, ELEV. 871.49 R1ps, POC STA: 199+26.72 25.52 RT, ELEV. 872.36 STA: 199+09.10 -� 2.88' LT, ELEV. 871.93 m w I POC $TA: 198+92.41 U) z 40.56 RT, ELEV. 871.35 Of J LLI POC STA: 199+03.70 Z 13.39 RT, ELEV. 871.89 ry it O U Z Q PC STA: 198+38.34 W 30.80' RT PC 5TA: 198+40.96 5.25 RT �� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison \\\\��o��S'`©PHER �o��,,,,, RECOMMENDED C:IZ'Y' OF C 1"=20' 8901 Otis Avenue V�`, �. STE' ,a G, FOR APPROVAL Q ��(�� VERTICAL SCALE DESIGNATION Indianapolis, Indiana = NO. CfS1 EON DATE NA 46216-1037 PE19700209 SURVEY BOOK SHEETS 1-800-898-0332 0'. STATE OF :`2`" DESIGNED: SSB DRAWN: SSB 131st STREET 317-826-7100 �JJ:'"'�!�"�' C,�,�` 14 of 48 rNIAIL11„ �0```�°�\ CHECKED: CJO CHECKED: CJO CONSTRUCTION DETAILS - LINE *E* CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 04-01 i ; ti 54+00 VA 52+00 53+00 46+00 47+00 48+00 v 1 +00 I 1 ` I - BEGIN CONSTRUCTION �s a — — I I - - STA. 45+50.00 _ a SF ---- - • / I --x------ x x x --- -- I I --- APP._EXIST. 45 R W — -_- - — -- -_— \ — ------- - --- - - a _ --- --------- - -_- 131st ST. \ —_ 131st ST. _ - - UNE A & 4 SEC110N IJNE_ - -- NE "C" -rte E "A" & 1/4 SECTION LINE --� — — - - ------ - - \ ------ ---- --- ------------------- � — \\ Mono in - —— —— — --— ------- a XIST 40- X I , I I \ \, � BEGIN PROJECT - - STA. 46+00-00 \\ i v QQ _ o CD APP. EXIST. 61 +00 62+00 63+00 60+00 8+00 59+00 TBM 6+0 I v 55+00 Jill? DP ;� 1 -- �� N - � L—x x x x x Opp - — - SF END PROJECT STA. 59+18.90 - _ • , LINE "E" --------- _ --------- --- -- ----- 131st ST. - -- 131 st ST. - LINE "A":�c' SECTION__UNE — — -- - - ----- ---- -- _ _ - - _ - - - -- -- ----- ------ �,_ ,� SF 0 APP. E _ XIST. ' RAW _ _ _ _ _ — - - - - -- — — - - -4 -- mono mono mono mono mono mono — I —/ — — _ _ — — — -- — — — — — — REGULATED DRAIN EASEMENT -- — -- — ST. 40 R W JR COLLINS --_--- © — -- --— - - - SF DP _ a � ',� � , END CONSTRUCTION i II I �� DP STA. 60+00.00 i ,' M \\ / HORIZONTAL SCALE BRIDGE FILE FOR LEGEND, SEE SHEET 17. Historic Fort Harrison �SZOQHER ,/ o,,, RECOMMENDED 1°=30' 8901 Otis Avenue `V� °gTERCG''_ FOR APPROVAL �1� S� O� VERTICAL SCALE DESIGNATION Indianapolis, Indiana = N0. = DESIGN EN R DATE NA Sr 46216-1037 =� PEI 9700209 °� SURVEY BOOK SHEETS 1-800-898-0332 STATE OF ;;'? DESIGNED: SSB DRAWN: JBS 131 st STREET 317-826-7100 %� ••'••�N�IAN�'''•V� � 15 of 48 °%O �irur 1`Ilo\ ��o`� CONTRACT PROJECT fA� �`' CHECKED: cJO CHECKED: ssB STORMWATER POLLUTION PREVEN11ON PLAN 04-01 Formerly Schneider Engineering Corp. � Bohlen, Meyer, Gibson & Assoc. Illlll1111111 96+00 , 97+00 98+00 99+00 �, z .� p 101 +00 102+00 i i IN PROJECT A, W \�. STA. 96+50 \ _ L0 w � "X, V x \, a X X �X X X X X X X �� - — SF - PP. 000--- - - — — \ _ R�W — A ( - - - - - - - - — / i �A m , mom-------- -- won Uj i - ---- _ ' :3 'UNE "C' - - - NE 'B' & SEC114N ENE - - SPRINGMILL RD. -- — i swum swow i APP. EXIST-- --- - _ - - - X 50 R� , SF 2 NON-ACCESS ESMT. X I j 20 U.E. & LE BEGIN CONSTRUC ON STA. 96+18 X v, 1 I � � / 1 \ li V X Ix b3+00 1 104+00 105 00 106+00 107+' 0 108+00 109+00 110+00 111 +00 or .- END PROJECT ' SF _ POND STA. 110+00 -- ---- PRI TED DkN � 1 . o o o fV — TED DRAIN ---- o ao --O0 , — -- --- T 0 000 000 - \ —— — Sp INGMILL — _ - a -- -- -SECTION UNE \ UNE "B" / --- \----- ----- — - ----- ;a � U _ /►�/�� L1F1J13- __ --- — ------- — ---- — --- --- --- --- - i — --- SPRINGMILL D. - --- -- -- — — -- X- — __ -- k Oman �m =� , --�. i.." ` '. \ /r �� i .►� � A ; ------- — A—PP 40----------------- -------� � -L<1 _ Z � _ , POND POND 1 / I FOR LEGEND SEE SHEET 17. ��``° "''%o ' Historic Fort Harrison ,��``°�S�OPHER ,/ �'%,,,�� RECOMMENDED HORIZONTAL SCALE BRIDGE FILE 8901 Otis Avenue V� °�gTERFCG''% J CITY OF C 1 =30 FOR APPROVAL a 0� VERTICAL SCALE DESIGNATION Indianapolis, Indiana 0. GN ENGIAEER DATE NA __-vx _�� 46216-1037 =; PE�9700209 °; 0'• '�� DESIGNED: SSB DRAWN: JBS • 1-800-898-0332 STATE OF . 317-826-7100 °��``J'.�''��IAN'' ��? 131st STREET SURVEY BOOK SHEETS 16 1 of 1 4.8 +/ 1 STORM CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen,'Meyer, Gibson & Assoc. in�AiLl�� CHECKED: CJ0 CHECKED: SSB WATER POLLUTION PREVENTION PLAN 04-01 CA co ;X �I <' I � 197+00 198+00 r 199+0 ° " ° x J 2 a� ( A JR COLLINS �4 � �� ' � x � y� %qt I 201+0e- I ,A\ -- � \ - - - \ 0 IFS END PROJECT STA. 202+23 \ _ _ -- �� 1 � --- - � �� _ key � �/ _ - — - UNE 'D" BRG -NOG°10'29' q 4t4 r BEGIN CONS�UCTION ERIDIAN UNE E" \ ��,� �- A �� 00 END CONSTRU00N CORNERS BLVD. __ - STA. -197+4T2 � � ___ _; - -- — STA. 202+93.3 - r .EXIST. 50' R W -- - - - _ - _ - -� � � � - �� '� - — � - y UNE ---_ - �� \ -- --- -- -- -r��z0�. - - - - -- - - -- ---- E A \� - \ — i UN D" � c/ a - - v i BEGIN PROJECT SF 4 �� STA. 198+00 i I « SF II ; , j ,_ �_, y� , v�v �� A �� v v O �. III il� till� �� I I I ��' ;■ I s �i \\ LEGEND SUMMARY ��pQHEk��J°°%o� HORIZONTAL SCALE BRIDGE FlLE CD TEMPORARY CHECK DAM, STRAW BALES 40 LFT Historic Fort Harrison �S % RECOMMENDED CITY OF C 1"=30' P TEMPORARY DITCH INLET PROTECTION 4 EACH 8901 Otis Avenue V �° R'q".'r FOR APPROVAL 1h VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ No. = DE ENGIN ATE NA SF TEMPORARY SILT FENCE 3705 LFT 46216--1037 PEI 9700209 ) SURVEY BOOK SHEETS 1-800-898-0332 srATE OF DESIGNED: SSB DRAWN: JBS 131 st STREET 17 of 48 317-826-7100 �'� ��"D1."`'�'• � ` CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. ��illll111�1111� CHECKED: CJO CHECKED: SSB STORMWATER POLLU110N PREVEN110N PLAN 04-01 ild STORMWATER POLLUTION PREVENTION INDEX SOILS LEGEND & DESCRIPTIONS 5.11. 1 Al This Sheet Br Brookston silty clay loam A2 N/A A3 Project consists of replacing the existing 2-lane roadway with a widened 2-lane Soil Description and Characteristics: fa. boulevard with grass median. In addition, the existing 4-way stop-controlled The main soil features that adversely affect engineering uses o intersections at 131st Street and Spring Mill Road and 131st Street and Meridian f this soil are a seasonal high water table, high -swell potential Corners Blvd. will be replaced with modern Roundabout intersections. potential frost action, moderate shrink A 4 Sheet 1 and moderate permeability. This soil has severe A5 Sections 26 & 27, T18N, R3E, Clay Township. limitations for local roads and streets because of a Latitude 39*58'40" seasonal high water table and high potential frost Yzl� action. The base material for roads and streets should Longitude 86*09'53" be replaced or strengthened with suitable material. A6 Sheets 6-10 2i A7 05120201090060 CrA Crosby silt loam IT A8 N/A A9 Williams Creek and existing storm sewer. 4 A10 Williams Creek crosses Spring Mill Road within the project approx. ^50' north of 131st Soil Description and Characteristics: The main soil features that adversely affect engineering Street. In addition, 3 retention ponds exist adjacent to Spring Mill Road Right Y -of-Way uses of this soil are a seasonal high water table, high throughout the project limits. potential frost action, moderate shrink-swell potential 4, All Williams Creek 41�,F V and moderate permeability. This soil has severe Al2 None known limitations for building sites. The site needs to be A13 N/A artificially drained to prevent wetness from becoming a Al 4 Pre-construction discharge has not been determined for the existing 2-lane pavement problem. Dwellings with basements should not be with roadside ditches since this is a municipality-owned infrastructure improvement constructed on this soil. This soil has severe limitations project. Post-con stru ction conditions for proposed 2-lane (overall pavement width for local roads and streets because of seasonal high -.g increased from 22' to 32') curb and gutter section with enclosed storm sewer system water table and high potential frost action. The base are: Outlet 1 to Williams Creek near 131st Street 6.1 cfs & Outlet 2 to existing material for roads and streets should be replaced or ,q storm sewer system at Meridian Corners Blvd. = 1.8 cfs. strengthened with suitable material. 77W A15 Land use adjacent to the project and upstream watershed is single-family residential. Al 6 Sheets 6-10 Mm132 Miami Silt Loam Al 7 Ad acent vegetative cover is grass. 0 .4, J Al 8 Th Sheet Soil Description and Characteristics: A19 Sheets 6-10 The main soil features that adversely affect engineering ft A20 No offsite activities are planned. uses of this soil are moderate potential frost action, A21 No stockpile, borrow, or disposal areas are planned. moderately slow permeability, moderate shrink-swell 6 A23 Sheets 6-10 hazard during construction. This soil has severe A22 Sheets 6-10 potential, and low strength. In addition, erosion is a limitations for local roads and streets because of low r B 1 Sediment particles, oils, hydraulic fluids, fuel, and grease. strength. The base material for roads and streets needs 04 B This Sheet to be strengthened with suitable material. 2 Vim, B3 Contractor shall provide location of Temporary Construction entrances in the Erosion Control Submittal. Construction detail is on this sheet. Specification is provided in Sh - Shoals Silt Loam HAMILTON COUNTY DYNAMIC COUNTY MAP Technical Specifications. SOILS MAP B4 Sheets 15-17 show the proposed measures. Indiana Department of Transportation Soil Description and Characteristics: NOT TO SCALE (INDOT) Standard Specifications and Standard Drawings provide the corresponding The main soil features that adversely affect engineering specifications and details. uses of this soil are a seasonal high water table and PROJECT LOCATION B5 Sheets 15-17 show the proposed measures. INDOT Standard Specifications and high potential frost action. In addition, this soil is Drawings provide the corresponding specifications and details. subject to frequent flooding. B6 Sheets 15-17 show the proposed measures. INDOT Standard Specifications and Drawings provide the corresponding specifications and details. B7 N/A Recommendations and methods to overcome soil B8 Sheets 15-17 show the proposed measures. INDOT Standard Specifications and limitations: Drawings provide the corresponding specifications and details. B9 N/A Limitations for local roads and streets because of SIGN TO INDICATE B10 Sheets 15-17 show the proposed measures. INDOT Standard Specifications and seasonal high water table, high potential frost action, _.a,�THE LOCATION OF and low strength can be overcome by the use of curb THECONCRETE Drawings provide the corresponding specifications and details. underdrains, compaction to density and moisture WASHOUT AREA Bll INDOT Standard Specifications provide detailed specifications. requirements, sub-base removal and replacement, or B12 Sheet 2-3 provides the permanent stabilization method, Sheet 18 provides sequence, chemical soil modification. Swales which sever the BERM AROUND PERIMETER and INDOT Standard Specifications provide detailed specifications. surface drainage can also help. Refer to the drawings, 12" 12" MIN B13 Contractor shall provide material handling and spill prevention plan. INDOT Standard Specifications, and Technical B14 INDOT Standard Specifications and Technical Specifications provide monitoring and maintenance guidelines. Specifications for specific information related to the GROUND SURFACE 0" MIN B15 N/A proposed infrastructure improvements on this site. 2'-0* MIN -- COMPACTED EMBANKMENT MATERIAL TYP. 3:1 OR FLATTER Cl Expected pollutants generated by this project are sediment; oil, fuel, and other SIDE SLOPES vehicular pollutants; and trash. 15'x15' MIN OR .0 PUBLIC ROAD 0.0 C2 Sheet 18 AS REQUIRED TO 0.0,0.0*0.0*0.0, 50' (MIN) C3 The storm sewer provides catch basin structures prior to all connections to the storm CONTAIN WASTE .0.0.0.0...0.0.0- -0. CONCRETE sewer mainline to minimize pollutants reaching the storm sewer mainline and Williams -0. GO,-.0 70 .0. Creek. Riprap is provided at the storm sewer outlets to minimize scour erosion. -.0 . ;o-70.-o..-o..-o.0*-,o.0 0 .0.0-0, 0.0 0,0 0 NOTES 0. It .0. 0. 1-111�ili,,:11 -0*0-0 C4 Sheets 6-10 and 15-17 show post construction stormwater quality measures. INDOT .0.0.0.10 .0. 0 Standard Specifications and Standard Drawings provide the corresponding specifications .00-0-0-00 -0...1.0.0. .0-0.0*0.010 1. Concrete washout area shall be installed prior to any concrete placement on site. 7,00 00 and details. 0*.00*oo,.00*00.00*0.*..O*O..-O.,O.O-.o 0. '0.0,0 C5 The City of Carmel will maintain the storm sewer system. -0 0 0 0. 2. Signs shall be placed at the construction entrance, at the washout area, and 00..0,-0.::*-0.%-: 0.0, elsewhere as necessary to clearly indicate the location of the concrete washout 6- (MIN) 00,0.0'.0070 .. X area to operators of concrete trucks and pump rigs. :** 0. 1112' (MIN) STONE, NO. 2 3. The concrete washout area shall be repaired and enlarged or cleaned out as GEOTEXTILE FABRIC TO STABILIZE necessary to maintain capacity for wasted concrete. FOUNDATION (ESPECIALLY IMPORTANT 4. At the end of construction, all concrete shall be removed from the site and WERE WETNESS IS ANTICIPATED) STORMWATER POLLUTION PREVENTION disposed of at an approved waste site. SEQUENCING SCHEDULE 5. When the concrete washout area is removed, the disturbed area shall be seeded TEMPORARY CONKRUMION 1. Set-up preconstruction meeting with Contractor and Engineer. and mulched or otherwise stabilized in a manner approved by the inspector. ENTRANCE DETAIL 2. Call Holey Moley at least 48 hours prior to starting construction. NOT TO SCALE 3. Install silt fence as shown on drawings. 4. Install curb inlet protection on existing inlets immediately downstream of proposed CONCRETE WASHOUT DETAIL work. 5. Clear Right-of-Way as required. NOT TO SCALE 6. Install downstream stormsewer structures which are located outside of existing pavement. Temporarily seed all disturbed areas within 5-7 days after backfilling trench. 7. Remove existing pavement, install temporary construction entrances, and construct remainder of project, including storm sewer ond pavement. Install curb inlet protection with new inlets. NN\\ V HORIZONTAL SCALE BRIDGE FILE 0!BE R /Y//// .. ........... a 8. Stabilize all disturbed areas with sod. ison y/1� H'stor'c Fort Harr' RECOMMENDED 1"=30' 9. Remove erosion control and sediment control devices after permanent vegetation 8901 Otis Avenue FOR APPROVAL CM OF VERTICAL SCALE DESIGNATION 165E- '_::!ATE has been established. Indianapolis, Indiana No. &E E�GlNffi NA 46216-1037 PE 19700209 1-800-898-0332 % STATE OF SURVEY BOOK SHEETS . '11� f DESIGNED: SS13 DRAWN: SSB IMJL .1.,'dook, A ed"', �� 'A) ." 14� 317-826-7100 DI A 131 st SMEET 18 of 48 CONTRACT Formerly Schneider Engineering Corp CHECKED: CJO CHECKED: CJO Bohlen, Meyer, Gibson & Assoc. STORMWATER POLLU11ON PREVENION PLAN PROJECT . 1 1 04-01 48'-0" 8'-0" 8'-0" 8'-0" 8'-0,> 8'-0" 8'-0" ' \\ El. 871.22' El. 871.33' El. 871.33' El. 871.00' El. 871.11 - I \ I I El. 870.67' \ \ � \ El.7 870.00'-\ --\ _ �� r 17 CD Ln 77 i I --A I t I --T El. 866.00-, E '7 TOP LEVELING PAD l. 866.00 ELEVATION PLAN SCALE: Y2" = 1'-0" STA. 57+96.0 LINE "A" 63.90' R t. STA. 57+88.0 LINE "A" 64.60' Rt. STA. 57+80.2 LINE "A" 66.10 Rt. FRONT FACE WALL STA. 57+72.5 LINE "A" 68.50' Rt. STA. 57+65.2 LINE "A" 71.60' Rt. VARIES 5-0" to 5-10" 81-011 2'-0" PATH \ „ STA. 57+93.35 LINE "A" 6-1 138.9' Rt. BACK FACE OF CAP '�rllrl STA. 57+58.2 LINE "A" 00 R) 75.53 Rt. COARSE AGGREGATE, NO. 8 GEOSYNTHETIC REINFORCEMENT (IF REQUIRED) WALL LAYOUT SCALE: J/2" = 1'-0" STRUCTURE BACKFILL (TYP.) STA. 57+51.7 LINE "A" 80.17 Rt. PIPE, TYPE, 4, CULAR, 4 IN. LEVELING PAD, 6 IN. STRUCTURE 6" BACKFILL (TYP.) 7/10 WALL HEIGHT TYPICAL KUM SCALE: Y2" = 1'-0" Historic Fort Harrison /Z HORIZONTAL SCALE BRIDGE FILE q HER 7//�///// RECOMMENDED AS NOTED 4\i�\ ........... a S T Z 8901 Otis Avenue FOR APPROVAL CrrY OF C RNZ, VERTICAL SCALE DESIGNATION O Indianapolis, Indiana = No. 67E A& ENGINE- DATE AS NOTED 46216-1037 PE19700209 —800-898-0332 zrATE or SURVEY BOOK SHEETS t DESIGNED: APL DRAW APIL Schr4k*w 317-826-7100 131 st STREET 19 of 48 CHECKED: CJO CHECKED: CJO CONTRACT PROJECT L— Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. wm\0 MODULAR BLOCK WALL DETAILS I 1 1 04-01 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 46+00 0 O + CV O i DECORATIVE STREET NAME SIGN (TYP.) 38 R1-2 (TYP.) O i s 38 48B T \ R4-7 = ' 38 -1 R � 38 I' maw e 38 now + - • \ % !� O 48B 47 47 \ 486 ' W2-6 WITH W3-2A (TYP.) 150' (TYP.) \\ _ W16-8 AND J. ►►►► W13-1 \ 38 (TYP.) 300' (TYP.) \ O 38 38 — — — O o rn 37 37 46 -�" +I + 3-?----I — — -TREET NAME 0 15 M.P.H_-j o PAVEMENT MARKINGS FOR LEFT TURN LANE AT KINGSBURY DRIVE O � Co c� 2' -I 2' 48 37 46 37 L _ + `� o O +1 O + 18" R4-7 � AY LENGTH 47 O 47 i N WHITE THERMOPLASTIC 46 12 46 1,. PAVE MENT MARKINGS FOR LEFT TURN LANE AT SHOEMAKER—DRIVE YIELD LINE E HORIZONTAL SCALE BRIDGE FILE OF CAR�BL 1"=30' °S•�oQH�ERIIIII�i VERTICAL SCALE DESIGNATION ✓ ''' RECOMMENDED Historic Fort Harrison \\\\� ; . , �'" • `�� o STE'q�;.. G'G,°% FOR APPROVAL NA NOTES. 8901 Otis Avenue ; v;�� DATE SEE NEXT SHEET FOR PAVEMENT MARKING LEGEND & Indianapolis, Indiana _ No. _ DESI ENGINEE SURVEY ®OOK SHEETS 46216-1037 � PEI 9700209 � DRAWN: SSB 131 St STREET QUANTITY SUMMARY. ,o = STATE OF DESIGNED• SSB 1-800-898-0332 ;,� ., PROJECT 317-826-7100 ?` CONTRACT �. .�`��' CHECKED: cJO PAVEMENT MARKINGS AND SIGNS o4-01 --MAN NOW °jiii��O�NiAil�\\��o�`` CHECKED: CJO Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 00 R4-7 i I 38 Q O O \ N \ 46 300' (TYP.) _�-- � STREET NAME ' � 150' (TYP.) 15 488 +93 \ M.P.H. � 0046 +71\ Q � W2-6 WITH Q 38 W3-2A (TYP.) W16-8 AND 38 . W13-1 (TYP.) C F N R6-1 R 48B � 38 0 38 tV N 38 48B 47 46 47 47 i 48 +21 8B R4-7 i 4 �. 38 , ►r►►►- - - DECORATIVE STREET ►► ►►►► NAME SIGN (TYP.) C) 0 0 + MAN R1-2 (TYP.) 38 37 38 4 SUMMARY LEGEND 46 T SIGN — SEE SIGN SCHEDULE FOR SUMMARY +32 6 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING (LANE INDICATION ARROW) I 4 EACH 37 THERMOPLASTIC PAVEMENT MESSAGE MARKING WORD "ONLY" Q,, r 37 276 LFT 38 24" WHITE CROSSWALK THERMOPLASTIC TRANSVERSE MARKING F- O'1 N 37 89 LFT 27" WHITE YIELD LINE THERMOPLASTIC TRANSVERSE MARKING 85 ONIY OML 747 LFT 46 4" WHITE SOLID THERMOPLASTIC LINE 757 LFT 47 4" YELLOW SOLID THERMOPLASTIC LINE 91 LFT 47 8" YELLOW SOLID THERMOPLASTIC LINE 48 96 LFT 48 4" WHITE BROKEN THERMOPLASTIC LINE 45 LFT 4" WHITE DOTTED THERMOPLASTIC LINE, 2 FT. LINE, 4 FT. GAP 107 LFT 488 8" WHITE DOTTED THERMOPLASTIC LINE, 2 FT. LINE, 6 FT. GAP \ , HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison �, o��°�S��pHER ✓.O°/,�,,/ RECOMMENDED 1"=30' "q- VERTICAL:G'� FOR APPROVAL CITY OF C 8901 Otis Avenue VERTICAL SCALE DESIGNATION Indianapolis, Indiana = N0. = DE GN ENGI R ATE NA 46216-1037 1� PE 19700209 � STATE OF �; DESIGNED: SSB DRAWN: SSB 131st STREET SHEETS • 1-800-898-0332 �.:.• ;•2; SURVEY BOOK 21 of 48 317-826-7100 %eft`+' �NN�IAA'N�'�� ,"11j111111,,,,, \\\''\\ CHECKED: CJO CHECKED: CJO PAVEMENT MARKINGS AND SIGN CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. S O4-01 48+00 49+00 50+00 51 +00 52+00 I ' I Z I 0- j i ''II I i 131st STREET do SPRING MILL ROAD < i SUMMARY THIS SHEET LEGEND STA: 101+45 � Iii !I CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION 33 LT 3 EACH ® TO BE DETERMINED AFTER CABLE DUCT INSTALLATION 314 LFT 2 GALVANIZED STEEL CONDUIT 882 LFT — —— 4-1 A NO. 4 COPPER IN PLASTIC DUCT I I v i STS►: 51+07 I 37 LT 4 EACH STREET LIGHT ASSEMBLY I I I I 1 EACH a TYPE II SERVICE POINT (120/240 VOLTS) � Q 1 r — — — — - X LINE "B" _ ! T T T T 1�1 T - - - - - -- - - _ _ - ---- - -- -- - - -- --- ----------- E LINE "C" � �— _ --- ------ I I — -- — 131st ST. --- - — --- I � I LI N E "A" I X I W O C:I - - - - — _ - - Q 'I Ir— _ — - - — — — — — — — — — - - — -- -- - — — -- — — — — — — — — 0 33 F o E _ W I I E III E � Ll E , c, E E - --- — QA RT 8+69 ij 1 POLE I, MOUNTING BOLTS AND TOP OF STS►: 99+09 i 30 RT LAYOUT PER FOUNDATION CONC. BASE WITH 1 N CHAMFER: PROVIDE VERY MANUFACTURERS ELEVATION I TEMPLATE SHALL BE HIGH QUALITY SMOOTH FINISH TEMPLATE 1" FINISH GRADE TO COVER ENTIRE FOUNDATION _ ABOVE TOP CURB ELEVATION #6 AWG GROUND WIRE i i I W OR AS L , DIRECTED BY I I ENGINEER. Lq I GROUND ROD--°- 0 PROVIDE #6 VERT. BARS, � I N PROVIDE #3 TIES AT 3 I I O.C. AT TOP, REMAINDER #3 TIES AT 12- O.C. .e 30 N i DIA. FOR CONDUIT POLE TYPE .A, POLE BASE DETAIL 3i NO SCALE OPHER HORIZONTAL SCALE BRIDGE RLE Historic Fort Harrison \�.````\ �/ Oj''%�,� RECOMMENDED C O� 1"=20' 8901 Otis Avenue v� O�STER OCR FOR APPROVAL Os" VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. E N ENGNEEW DATE 46216-1037 10:PEI9700209 -, NA • 1-800-898-0332 �:, STATE OF DESIGNED• SSB DRAW JJP 317-826-7100 • Zs 131st STREET SURVEY BOOK SHEETS 22 1 of 1 48 LIGHTING & CONDUIT P CONTRACT PROJECT , c LAN Formerly Schneider Engineering Corp. � Bohlen, Meyer, Gibson & Assoc. �l�l„�111`,��\```\\\\\\\\\\ CHECKED: CJO CHECKED: SSB 04-01 55+00 56+00 57+00 58+00 59+00 W ee� o ) �l O f- \ X w \ STA: 201+28.5 7 LT \ STA: 58+26 / I I 21 LT U \ - - - - - - - - - - - - - - - - - - - - - - - -- - - T T T U - - - —- - -` — - - - — — — -- - - -� — — — — — - - — — — — — — — — — — — — — — — — — — — — — — - - - - - - - —� - - — O LINE "D" \ O O T T T T N T T O N + 131 st ST. �- O o CV O \ LINE A - - - - - - - - - - - - - - - LINE E" _ _ - T T T - - — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - — \ - - - - - - — T� _ T — — �� E E — \ E y / -♦a- — 2T 55+74 3� RT / �\ II � p 131 st STREET & MERIDIAN CORNERS BLVD. O \ SUMMARY THIS SHEET LEGEND O CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION � 3 EACH TO BE DETERMINED AFTER CABLE DUCT INSTALLATION 449 LFT 2" GALVANIZED STEEL CONDUIT 853 LFT — — — 4-1 A NO. 4 COPPER IN PLASTIC DUCT II � G' STA:, 198+78.5 4 EACH STREET LIGHT ASSEMBLY - I 0 41.5 RT V Z 1 EACH ® TYPE II SERVICE POINT (120/240 VOLTS) o 5m I �� PHE HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison \5�A R ✓. �'''%, RECOMMENDED CITY OF C 1"=20' 8901 Otis Avenue `V� °gT "Fcc FOR APPROVAL VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. - DE N ENGIN R DATE NA 46216-1037 1 PEI 9700209 °; SURVEY BOOK SHEETS ° ��-m °� `�° 131 st STREET 23 cf 48 � 1-800-898-0332 ,�•: :�Z� DESIGNED: SSB DRAWN: JJP 317-826-7100 �J'••'•�:�',CIANr••'�\\ �A�C ��\\\\ CHECKED: CJO CHECKED: SSB LIGHTING & CONDUIT PLAN CONTRACT PROJECT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc. 04-01 B STRUCTURE DATA I 4 11 LOCATION FLOW LINE w i w w -- o' J _j z � ° z A A ¢ I a w MANHOLE, INLET, w - w Z i- = m SIZE CATCH BASIN, OR ° o UP DOWN RIM ° 0 Y o w F w U) o v F- SPECIALTY w Y � 0 o_ _� w (Z REMARKS I STATION OFFSET J STREAM STREAM ° w x Q Z ! w STRUCTURE > m � F- m � w �' ° ° I I WATER I '----- -= inch n_ If ft ELEV. ELEV. ELEV. yd' ton EA. WATER 2 98+60 "B" 31.1 LT 15 RCP CATCH BASIN E-7, MOD 164 866.59 865.94 869.06 1 71 5 MODIFIED TO HAVE OUTLET _ z I I 3 98+60 "B" 25.5 LT 12 RCP INLET C-15 6 866.63 866.59 870.37 1 3 2 --- n `~ I' `V -- - --- - - 6" 2'16" 6" 6" 3'-10" 6» 4 98+60 "B" 28.8 RT 12 RCP INLET B-15 55 866.96 856.63 870.37 1 1 16 3 j _ B II °` 100+23 "B" 28.0 LT 15 RCP MANHOLE C-4 52 865.94 865.73 873.35 2 52 6 °D °� 5 a - --- --- -- PLAN 6 100+36 "B" 22.0 RT 18 RCP MANHOLE C-4 180 865.47 864.75 872.53 1 128 9 7 102+15 "B" 23.0 LT 12 RCP INLET J-10 40 865.16 864.78 868.57 1 12 8 SECTION A-A SECTION B-B 8 102+15 "B" 17.0 RT 12 RCP CATCH BASIN K-10, MO 5 864.78 864.74 868.57 1 2 9 MODIFIED TO HAVE OUTLET ___ ___ __ _ --- _ _ __ _....- CATCH BASIN TYPE C 9 10_2+15 "B" 22.0 RT 24 RCP MANHOLE C-4 59 857.24 1 857.00 868.96 1 1 117 HOLE REQ'D, OUTLET THROUGH 3-SIDED CULVERT NOT TO SCALE 10 102+85 "B" 53.5 LT RESET END SECTION TO NEW _ _ CREEK CONTOURS 11 103+40 "B" 33.5 LT 24 RCP MANHOLE C 57 858.18 858.00 867.76 10 RECONSTRUCT MANHOLE & ADJUST UNDERDRAIN TABLE _ CASTING TO RIM ELEVATION GIVEN LONGITUDINAL DRAINS OUTLET PIPES 12 104+66 "B" 25.0 LT 12 RCP CATCH BASIN K-10, MOD 7 862.22 862.18 866.30 1 4 14 MODIFIED TO HAVE OUTLET w V) X N z z -- OQ Owa � � E- � r� F- z » » - -- - U U- x 0! U - w H U 13 104+66 B 22.4 RT 12 RCP INLET J-10 48 862.74 862.22 866.15 1 15 12 �r o ►- 0 c a_ � w w w o z -- --- - ----- LOCATION w C6 w w > o a_ z a z REMARKS 14 104+66 "B" 31.5 I_T 24 RCP MANHOLE C 122 859.48 859.09 866.72 _ 11 CORE INTO EXISTING STRUCTURE & Q °z ° °z ° o ° o ADJUST CASTING TO RIM ELEVA11ON GIVEN ~ ZD ° :D ~ STATION TO STATION LT RT ft yd3 dZ ft each each 15A 105+06.8 "B" 61.5 LT INLET M-10 859.00 859.00 865.30 _ CONNECT TO EXISTING PIPE 48+56.0 46+79.5 X 183 15 24 CAP END FOR FUTURE 15B 105+37.3 "B" 61.7 LT INLET M-10 859.15 859.15 865.30 CONNECT TO EXISTING PIPE _ CONNECTION 50+44.2 51+66.0 X 126 10 17 29 16 105+78 "B" 25.0 RT 12 RCP INLET C-15 50 862.05 861.57 865.57 1 16 19 52+80.2 51+66.0 X 145 12 19 29 53+96.0 53+09.8 X 107 9 14 30 17 105+70 "B" 43.5 LT 12 RCP 12" PIPE CATCH BASIN 12 862.36 862.28 18 EXISTING STRUCTURE 53+96.0 55+23.2 X 128 11 17 32 56+25.7 55+23.2 X 111 9 15 32 18 105+78 "B" 31.5 LT 24 RCP MANHOLE C 108 859.90 859.58 14 CORE INTO EXISTING STRUCTURE 57+42.5 59+00.0 X 163 13 22 44 1.5' TRENCH DEPTH OUTLET ACROSS STREET TO NORTH 19 105+78 "B" 25.0 LT 15 RCP CATCH BASIN C-15 7 861.57 861.51 865.57 1 4 18 49+20.4 47+35.0 X 192 16 25 CAP END 20 105+90 "B" 25.0 LT 12 RCP INLET J-10 12 862.17 862.05 865.58 1 4 19 50+74.7 51+66.0 X 96 8 13 28 53+96.0 51+66.0 X 230 19 30 28 21 105+90 "B" 25.0 RT 12 RCP INLET J-10 12 862.17 862.05 865.58 1 4 16 53+96.0 55+22.8 X 127 11 17 31 56+37.4 55+22.8 X 99 8 13 31 22 108+30 "B" 31.5 LT 21 RCP MANHOLE C 248 860.91 860.16 18 EXISTING STRUCTURE 57+88.8 58+99.0 X 112 9 15 16 1 1 1.5' TRENCH DEPTH DUAL OUTLET W SOUTH UNDERDRAIN 23 108+30 "B" 25.0 LT 12 RCP CATCH BASIN K-10 4 865.58 865.55 22 CORE INTO EXISTING STRUCTURE 97+60.2 98+60.2 X 101 1 8 13 1 4 24 108+30 "B" 28.0 RT 12 RCP INLET B-15 53 866.07 865.58 869.48 1 16 23 99+63.6 98+60.2 X 113 9 15 4 100+48.5 102+15.0 X 1 186 15 25 8 25 49+64.3 "A" 28.8 LT SANITARY MH 873.16 RECONSTRUCT MANHOLE & ADJUST 102+15.0 104+66.0 X 252 20 33 13 CASTING TO RIM ELEVATION GIVEN 104+66.0 105+78.0 X 113 9 15 16 107+49.0 105+90.0 X 182 15 24 21 26 50+67.7 "A" 48.8 LT SANITARY MH 870.25 RECONSTRUCT MANHOLE & ADJUST 107+98.9 108+30.0 X 62 5 9 24 _ CASTING TO RIM ELEVATION GIVEN 110+00.0 108+30.0 X 171 14 23 24 SPECIAL SLOPE - GRADE TO DRAIN 27 51+66 "A" 34.0 LT 15 RCP MANHOLE C-4 144 866.15 865.57 870.35 1 96 1 6 98+35.6 98+60.0 X 25 2 4 3 99+65.5 98+60.0 X 115 10 15 3 28 _51+66 "A" 29.0 LT 12 RCP CATCH BASIN C-15 5 866.19 866.15 869.88 1 3 27 _ 100+67.8 102+15.0 X 165 14 22 7 102+15.0 104+66.0 X 252 20 33 12 29 51+66 "A" 21.0 RT 12 RCP INLET C-15 50 866.47 866.19 869.88 1 15 28 104+66.0 105+06.3 X 55 5 8 15A _ 105+78.0 105+37.8 X 62 5 8 15B 30 53+09 "A" 59.9 RT INLET M-10 863.58 863.58 870.13 CONNECT TO EXISTING PIPE 108+30.0 105+90.0 X 240 19 32 20 110+00.0 108+30.0 X 170 14 23 23 31 55+23 'A" 31.0 LT 12 RCP INLET B-15 51 1 867.34 866.85 870.75 1 16 32 199+37.3 197+42.2 X 214 17 28 CONNECT TO EXISTING UNDERDRAIN 32 55+23 "A" 19.3 RT 12 RCP CATCH BASIN C-15 105 866.85 865.80 870.75 2 68 33 200+37.4 202+16.8 X 178 15 23 CONNECT TO EXISTING UNDERDRAIN 33 56+22 3T 52.4 RT MANHOLE 872.19 RECONSTRUCT MANHOLE & ADJUST 199+53.3 198+90.0 X 65 6 9 CONNECT TO EXISTING UNDERDRAIN CASTING TO RIM ELEVATION GIVEN 200+65.2 202+17.8 Xj 167 14 22 CONNECT TO EXISTING UNDERDRAIN 34 57+99 "A" 76.2 RT CATCH BASIN CORE INTO EXISTING STRUCTURE TOTALS 47071 386 1 625 60 1 11 1 �QHER /Z HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison o��°�� ✓, '''%o RECOMMENDED ( of C 8901 Otis Avenue `\\��' °�gT411. �C��% FOR APPROVAL N A V:�.� 2V VERTICAL SCALE DESIGNATION Indianapolis, Indiana N0. = DE GN ENGINE ADATE N/A 46216-1037 =v PEA 9700209 �. 1-800-898-0332 0`•• srwrE of ,°2; DESIGNED: SSB DRAWN: SSB 131ST STREET SURVEY BOOK SHEETS -Ohl Koh,Sda 317-826-7100 %�J+ ' �!�'D�ANCw�� 24 of 48 , �• CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. ��/////�1��L�1��\\\\\\\\ CHECKED: CJO CHECKED: CJO DATA TABLES 04-01 SIGN - NEW AND RELOCATE SIGN - - NEW AND RELOCATE CONTINUED SIGN _ POST SIGN POST PLAN SIGN SIGN ENCAPSULATED LENS ORNAMENTAL SIGN � SIGN, U CHANNEL _ PLAN ----- SIGN SIGN ENCAPSULATED LENS ORNAMENTAL SIGN SIGN, U CHANNEL _ SHEET N0. LOCATION CODE SIGN SIZE METAL THICKNESS ASSEMBLY SHEET POST TYPE SHEET N0. LOCATION CODE SIGN SIZE METAL THICKNESS ASSEMBLY SHEET POST TYPE 0.100" COMPLETE RELOCATION N0. TYPE "A" TOTAL DESCRIPTION 0.100" COMPLETE RELOCATION NO. TYPE "A" TOTAL DESCRIPTION IN. x IN. SQ. FT. — EACH EACH EACH FT. FT. IN— IN. SQ. FT. EACH EACH EACH FT. FT. _ I 6 47+87 LT 1 2 _ 13 26 BIKE ROUTE W SHARE THE ROAD - 20 97+88 RT W3-2A 3606 9 2 13 26 YIELD AHEAD 6 48+48 RT _ _ 1 2 13 26 BIKE ROUTE W_/_ SHARE THE ROAD 20 99+38 RT R1-2 3606 9 2 13 26 YIELD 6 53+12 RT _ 1 2 141 28 STOP SIGN & STREET NAMES 20 99+44 RT R1-2 3606 9 2 13 26 YIELD 8 98+15 RT 1 2 13 26 BIKE ROUTE W SHARE TFiE ROAD 20 99+44 LT 1 STREET NAMES 8 99+29 LT - 1 2 15 30 SPEED LIMIT 30 W� _ 20 99+89 RT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT _ BIKE ROUTE W SHARE THE ROAD -- - — 8 101+27 RT _11-2 _ 2 13 26 SPEED UMIT 40 _ 20 _ 100+66 LT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT 9105+05 LT 1 2 14 28 STOP _ -_ 20 _ 101+04 LT _ 1 STREET NAMES 9 108+02 RT _ 1 2 14 28 STOP - _ _ _ 20 _- 101+05 LT R1-2 36x36 9 2 13 26 YIELD 20 46+00 RT W2-6 36x36 9 2 15 30 ROUNDABOUT AHEAD 2_ 101+15 LT R1-2 36x36 9 2 13 26 YIELD W16-8 43X9 2_._7 STREET NAME W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 20 103+30 LT W3-2A 36x36 9 2 13 26 YIELD AHEAD 20 46+84 LT R4-7 2400 5 2 13 26 KEEP RIGHT _ _ 20 104+15 LT W2-6 36x36 9 2 15 30 ROUNDABOUT AHEAD W16-8 43X9 2.7 STREET NAME 20 _ 47+49 RT W3-2A 36x36 9 2 13 26 YIELD AHEAD W13-1 24X24 4 ADVISORY SPEED UMIT, 15 MPH 20 48+91 LT W11A-2 3606 9 2 13 26 PEDESTRIAN CROSSING - 20 105+40 LT 1 STREET NAMES 20 49+00 RT R1-2 3606 9 2 13 26 YIELD 20 108+06 RT 1 STREET NAMES ---- --- 20 _ 49+04 LT R1-2 3606 _ 9 2 13 26 YIELD 21 196+19 RT W2-6 3606 9 2 15 _ 30 ROUNDABOUT AHEAD _ W16-8 43X9 2.7 STREET NAME 20 49+05 LT 1 — STREET NAMES _ W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 20 49+55 RT R6-1 R 36x12 3 2 9 18 ONE WAY RIGHT - _ 21 197+69 RT W3-2A 3606 9 2 13 26 YIELD AHEAD 20 50+28 LT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT — _ 21 199+19 RT R1-2 3606 9 2 13 26� YIELD 20 50+66 LT 1 STREET NAMES 21 199+33 RT R1 -2 3606 9 2 13 26 YIELD 20 50+68 LT R1-2 3606 9 2 13 26 YIELD _ 21 199+37 RT 1 STREET NAMES 20 50+78 LT R1-2 3606 9 2 13 26 YIELD 21 199+65 RT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT 20 52+27 LT W3-2A 3606 9 2 13 26 YIELD AHEAD 21 200+33 RT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT 20 52+40 RT W2-6 3606 9 2 15 30 ROUNDABOUT AHEAD 21 200+82 RT R1-2 36x36 9 2 13 26 YIELD W16-8 43X9 2.7 STRE ET NAME W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 21 200+84 RT 1 STREET NAMES 20 53+18 RT 1 STREET NAMES 21 200+92 LT R1-2 3606 9 2 13 26 YIELD 20 53+78 LT W2-6 3606 9 2 15 30 ROUNDABOUT AHEAD 21 202+06 RT R4-7 2430 5 2 13 26 KEEP RIGHT W16-8 43X9 2.7 STREET NAME W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 21 202+25 LT W3-2A 3606 9 2 13 26 YIELD AHEAD 21 54+63 LT W3-2A 3606 9 2 13 26 YIELD AHEAD 21 203+86 LT W2-6 36x36 9 - _-- 2 15 30 ROUNDABOUT AHEAD -- W16-8 43X9 2.7 STREET NAME 21 56+14 RT R1-2 36x36 9 2 13 26 YIELD _ W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 21 56+25 LT 1 STREET NAMES 21 56+25 RT R1-2 3606 9 2 13 26 YIELD - 21 56+71 RT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT TOTAL 386 11 8 1219 21 57+35 LT R6-1R 36x12 3 2 9 18 ONE WAY RIGHT 21 57+85 RT 1 STREET NAMES 21 57+86 LT R1-2 3606 9 2 13 26 YIELD SIGN REMOVE 21 57+95 LT R1-2 3606 9 2 13 26 YIELD LOCATION MESSAGE REMOVE LOCATION MESSAGE REMOVE STATION OFFSET STATION OFFSET 21 58+45 RT R4-7 24x30 5 2 13 26 KEEP RIGHT 49+64 17 RT STOP SIGN W ALL WAY 1 60+67 13 LT STOP AHEAD 1 21 59+47 LT W3-2A 3606 9 2 13 26 YIELD AHEAD 49+75 22 RT STREET NAMES 1 99+32 15 RT STOP SIGN W ALL WAY 1 21 60+95 LT W2-6 3606 9 2 15 30 ROUNDABOUT AHEAD -- W16-8 43X9 2.7 STREET NAME 50+47 15 LT STOP SIGN W ALL WAY 1 100+43 16 LT STOP 1 W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 53+62 25 RT STOP AHEAD 1 103+76 16 LT STOP AHEAD ? 20 96+38 RT W2-6 36x36 9 2 15 30 ROUNDABOUT AHEAD W16-8 43X9 2.7 STREET NAME 55+92 26 RT STOP SIGN W ALL WAY 1 105+40 60 LT STREET NAMES 1 W13-1 24X24 4 ADVISORY SPEED LIMIT, 15 MPH 57+31 26 RT STOP SIGN W ALL WAY 1 199+51 40 RT STOP SIGN W ALL WAY 1 20 97+06 RT R4-7 2430 5 2 13 26 1 KEEP RIGHT 57+31 25 LT STOP SIGN W ALL WAY 1 200+35 41 LT STOP SIGN W ALL WAY 1 TOTAL 14 �5'��QHER�'a�� HORIZONTAL SCALE BRIDGE FILE Historic Fort Harrison ��``c,� ✓, �'%o RECOMMENDED r 8901 Otis Avenue ��:�°�sTeRF°�G' CITY OF C V; c :G' FOR APPROVAL D U VERTICAL SCALE DESIGNATION Indianapolis, Indiana _ N0. = DE IGN E GIN DATE 46216-1037 =� �- PE19TE OF SURVEY BOOK SHEETS • 1-800-898-0332 �''•. STATE OF ?�\ DESIGNED: SSB DRAWN: SSB 317-826-7100 =,� INDIAN'' � 131 ST STREET JJ+' �V�o 25 • of 48 ON AL c DATA TABLES CONTRACT PROJECT Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc. 1��\`�`\\\\\\\\\ CHECKED: CJ0 CHECKED: CJ0 04-01 - - 875 _ - - I ,e -- 8 _ ✓r. . _. _. _ -.. __ iii nr r-. a °7 d 875 �> —I 865 — — 1 v 8 551 - - - - > - - . - 855 --- - - -- - - - + f --- - ---- -' _"yd e� _ J() L _ 0 . v , 2 d .� 6170 870 865 865 860 860 - - ! - - 853 855- I - ( 9 l 0 50� .I L l ' (y _ it 0 e - 86 855 :Dc CO 855 .-loo _ �-Y l� J cF 7'1 � 9 � ! 1 � 1 �CJ �I) �r i.n ci f,! — _ lORBZONTAL SCALE BRIDGE FILE 1"=10' } -1 VERTICAL SCALE DESIGNATION 1"=10' I -SURVEY ®ODIC SHEETS u? 1 s _ X71 26 lofl I _ CONTRACT PROJECT i F,C EDI: � CHECKED:t.✓�J �,,.)-..J� f Schnek1w, EOICE�� 0401 C` ._. _. _ ._ _ _.. _ ._.... _,,._ •__._..,......._.. - .. _ ..._��:.�._ ax_.......... .... ......�,�.., _��....�..b.ID��.,..,�:,:.�:�.� - .........:,...R °°__ ...,.�.�..�.�....�,-...�. ...�,�.. �_.,..:....��..�:,.z.c.......,...��....,� - v,,,s,�.:,.,x.U.,��:��..u.�....�.��..r - ..e.,.._ � _—_.�_:. _ _ _....,.�,. �-�.�....3. :I? n"1 vt a- i -- 87 15 ,°^ I 865 --- - - - _ - _ I -- _ - - 860 80 0 855 - 4) _. l J _ J 87 870- - - _ - - - - 86 860 - - - - - - 1 - - - -- - 55 855 - - - _ - 40_ - - 80 g �`} 0 __100 - - ) .,., r�, - - - - - - - - - _ - -- - - 875 .w, - 870 ! - I - - - - - - -- - - - _ - - 870 ------ 865 865 - - - - - - - - - - - - - 860 860 J -- 8 (�0 - 00 - 8CJ 70 - 6�, - 0 - J - -- 0 ?�..; 2�0 , 0 0 50 00 ? 80 8.o - 14".IJ j - - 875 875 - - - _ � ---•,7--•,---_,.,ate _ - _ - 9 870 8,701 _ - - 865 865 - - - - - 4 / - - - r Syr- 860 (o r � 70 `.9 ( 30 a� l(P l_J HORIZONTAL SCALE BRIDGE ALE t CITY OF CARMEL 7=101 i s VERTI CAL SALE � DESIGNATION mil SURVEY BOOK SHEETS fb HECK: 10, y C C, CHECKED: SSB CROSS sEC11ON SINE "A" PROJECT Schnekiw ( w o g 1 u- i-- e a 85 -- 1 865 865 — : 860 860 - 40 50 875 - - - ` L , 86 8 I F360 860 815 -- - . - -- - --- _ - ! - I _ — — — — — —--—— — — —— — — —— — —---t — --—----- -- — --- _._ - -- _ 875 - - 870 - i 6 —— — ---- --- —- -— — — — — — —I -- —— — —8 -- — — — -- — — — — — -- - 865 110 D 20 30 50 0 70 80 90 100 110 120 130 140 150 1 1 1 1 87: - - - _ _ - - - - - -- -- - - - - - _ -- 875 870 86 - -- - - - --- - - - - - - - - - -- - _ - - --- -- - - - - 865 860 10 0_ }} -f - 7 01 -- (1 _ { 1 0 2` 9 � 50 7J l 8 � � t._A ~� 875 - -- - - -- --- - -- -- - -_ - - - - - - 815 I _ C5 F-- — -- - - _ — — _ — 7{ — — — — — — — — — — —. _ — — — --- — — - -- 865 860 860 , — — — — — _. 55 —8r� 7±) __��, - mot, _ :, , t- a ": _ � �, C:ti 80 90 )0 1 r ? 1C� 1 : � 1 o i 8° HORIZONTAL SCALE BRIDGE FILE VERTICAL SCALE DESIGNATION -.._�-.� _._�. ..�.�.. Schr*kier 1, SURVEY BOOK SLEETS GNED. SS6 DRAWN. J6S 131 st S EET - - - - CONTRACT PROJECT E CT ICHECKED. �S3 S S SECTIONS LINE 04_01 �yy I! i - 85 - - 870 8)7 0 -- - - - y J ij 1 I 8f3 860 a - - - - - I tii ��0 00 � 1 0 ! a ) � 15 8C d — -- — — — _ � 00 - - -- 8_, .� - - - - - 865 8860 w _�t --,-, �. t_ 90 � -.6 dad +.� �- a _ - _--- -- -- -- - - - -- -._ -- - -- -- ----- 77 — - — — —--- 90 00 11 80 120 130 140 150 ;��; � � � �; ? 0 � r� � � 2�'� �� 0 50 his , 0 875 87 5 - - 8 1 -- _ 865- - - 86 - - -- - -_ - -- --- - __ - .80 -- 70 - F;t - - � �. 10 50 70 80 .,, -- r 9 ZL 875 8-7 5 F 870 - ._� _. 865 _ - - - - - - - 860 860 — '3G HORIZONTAL SCALE RIDGE FILE iyp g CURMEI 0 31 I lr i 1.<oll p LiER TICA LCL DESIGNATION 4 SURVEY ®�Qk� SHEET �..� d 29 of 48 131 st S1 KEET BECK �� CHECKED: 5-B-- SS ECTON SN --- 04—®1 o}7 ;j, \ f'1 r� r 875 ro 870 — — — — 870 65 � — — — _ - _ - - - - - 806 5 I - u c !mod t_r I _ 875 — 870 I 8E � - - _ a —r��3 d _y' _—y( 866 o . t*-�-.✓' ..9-. s, r J ,) .-- —�— F - __—�—.__e._•_.�._�..��.��I—.,I 0%�I —8— 6`5 8 60 25 8 75 870 86 865 10 8 r 01 —10 8 r 8 7 8 70 86" 865 0 > 875 865 6 50 ' 2 _ ! 7't3 ) � HORIZONTAL_ _ S C_ A-L E---- BRIDGE F L E 1"=I0, VERTICAL SCAM DESIGNATION M`S DRAM. MS SURVEY ROOK SHEETS 1 St CHECKED. CONTRACT PROJECT C �N LINE a Schnekiv _ __ I , I - - 87 I w ? — - - - -- - - - 1 -- - II 865 860 ...,._.8 f 1 /10 Ly ✓'(mil !$,(.✓ {1 11 i " t 1p 8 75 - - -- - _ - - - 8 ?' _4 _ -_.. ._._, -. 0 - - a I -- -- - - - - _ - - `` 865 800 - - - - --- - -I - - - - -- _ - -- - - - 60 __100 -- �0 8 � ) �_: ) _ _. E� 40 � 80 90 1 C)�) J � � ?�7 ye JJ r - - - - -- - -. - _ - - .5 87 0 ll I __--._---___. ye I I I 86 5 -_ - - - - - - - _ 865 I J - - - �- - _ _ ---- � _ _- - -- ; - - - -- � - --_ � - - 860 - —100 —90 90 ;0 10 _-00 -50 �-40 - ._� ) - �0 -10 +�' s ?_) � :JELL} �0 50 ;+� :�0 80 90 100 __ ----— ---- - - -- - --- - 870 865 --- - -- - -- - - _ - - - - - - - - - - -- -- - - - - - - - - -- - 805 _ I 86 ) 860 - - - - - � 00 110 0 JL ' V 60 } _ i A 1 y - 1 I 75 E - - - - -t - - - - -- - - - ---. -- - -- - - - - -- --- —- _ --- -- c70 - - - - - ---- ---- ----- - _ 86.E 865 -- -- ------- - - - - --- - - - - --- -- - - - - -- ---- --- --- - ----- --- --- i — 100 c 0 0 l ) 60 _50 _.tea'; >_.' ,0 ( ,' '�._ 3 'r0 50 t 70 80 90 100 110 120 ; 30 140 0 150 e i 1 ... ..._ --. 8/5 ,- - -- -- ---- -- - _ - - - - - -- _ - -- - - -- - -- -- -- -- - - - -- -- 870 I- - - - - -- -_ - - - - -- -- - - - -- --- - - - -- - -- -- _I - - r - _ - --- - - - - - - - -- �, - -- - __ - - _ - -- -_-- _ - - - _ _ Y _�� - - - - -- - - - — 865 86 � - - - _ _ - --- ! - - - -- 4 V I V ;.: -10 i - 90 - 8C 0 i - 20 150 � _ -. 1 t : $.., ��) �ti� 70 80 90 100 _� HORIZONTAL SCALE BRIDGE FILE .._,a....__....__.—__�,.,__,.�..e,.._.....�.:__.__. 1"=10' VERTICAL SCALE DESIGNATION SURVEY BOOK � SHEENS Schr*gdw DESIGNED' 1' DRA m ,1�a - 131st 5 EEC 31 4$ CONTRACT � of� �� Ja CHECKED, �� C S SECTIONS � NE � f) �Y VOLUMES CUMULATIVE VOLUME5 Cubic Yards, Cuble Yards, 1 tl A�t Y 0..J X4..1� � b a i�J �.__.<-.s...s....._.�.�.-+ ,®...^. -___- �,-..-.....«.......-... - ....m,...:..... -..._�..-�..n._•.,,.- kj .•_ �_. . _� . . .._ -°__ 19.66 0.08 19.66 M8 1 -._ 1 45A2 -_ - . .� ` ._- �-� 1 15 65 5 ��8 �"3 � s u u F4b "_... 5. 4.08 2.8--6 11 � 0_.9 4 30.0 - 51 .90 y 9.88 � � a 4-74-00 X6.02 ; r _? -..�._ 38.04 21 .85 209.61 35°82 47+50 15.0 g` 14 85 9°95 11 .25 219.55 47.07 47+68 1 __. 17.68 47.59 237.23 94.66 p 48+00 15.0 61 ,40 -- - - _ - 29°61 110°56 266.84 205.22 .- 48, 50 16.93 58.00 -- 47,4°7 151 .05 314.32 356.27 49+00 34.34 -1 t,5.13 - � -- -- - -- ------_ _ 31 .80 97.39 34-6.12 4-53.66 49+50 0.00 _ �1° J 4 «w� 0.00 _ 0.09 346.12 453.74- 50+00 0°0o 0 o5 0.00 2.54 346.12 456.28 ._�)085 j 0,0 ..-� . 102°80 352..01 559.07 1 y0 � : 3 21 .27 167.15 373.27 726.22 _-_ ..- 1 10,88 41 .32 384°.155 767.54-t_ x- 51 66 20°10 � �7 24 ° - _ �. 26.81 80.18 410°96 _ 847°72 52+00 22.48 60°11 _ 43°33 101 .38 454.29 949.11 52+50 24.32 49.39 -� - -- 61 .31 56.92 515.59 1006.03 60 + 50 5295 49..25 1 18.92 7°24 5.41 522.84 1011.44 53- 00 28.95 .39.4.8 - - - - - - : - - , - - _ - _ -_ m 62.26 65.58 585.10 1077.02 -- - -- - - --- - -- - -- - - -. 550 38.3 21 .35 - - - f .89 61 .88 652..99 1138.90 54-1~-0�:� 35°02 � : 5.48 6 w - - --- _ _ -- -- -- - -- -- L __ - - - - - - _. 70.11 50.28 72.3.10 1189-18 --_ -� - - - - - - � .; +50 4.0.70 1 18.8�� 90.88 23.30 819.97 1212.48 -;- -- - - 5+OC..w .. 63.9 _,_ 6°33 74.51 218.13 86, 54.54- 5.66 8 ; - - 551-23 4.13 6.95 - - -- -- - - 68.26 7.58 942°77 1225°71 - - - - - - ---- - - �.r 55+50 72.38 m 8.21 - -- 8 �.. � - - . �� 127. 76 33°22 1070.5:3 1258.93 --20 y , 5 t R.-...r.._........a.-=.._, 6 5.59 . ,66 , 60°74 25.64 1131 .26 1284.58 _ - _ 0. 0°00 0.41 1131 .28 1 .284°98 a 57-+00 0,00 0.41 - - -- �- -�'12 . - y. - _� -- - 0.00 2.20 1131 .26 � 287.19 r 5 i' e 50 0,00 1 20.26 76.36 1151^ 52 1 363°55 8 ._. '4 57+35 ."1 �.84 � 6Y� 13.06 46.02 116 -.58 1409 56 - a gg _ . - - 45.17 4-6.29 1209.75 14-55°86 4 -- _.. . --_ 55.55 0.60 1265.30 1456.45 - - -_ - _ _ 59-x-00_ 26.98 W=,48 - 4°�i 60 1 .73 131 .3 90 '1458.18 -- nu 4..7 16 - �3. 21 13.�6.1�.0 b 1_..4...�6 1._..� 3 9 60+00 ------- _ - ------- - ° 1 ,384.60 146 .,� �. ° 60�5�1 � '� '� ��0 - - -- I- --- - - 00 - _..__�,�-"-, _.. ___ 00 1384.60 14 6 3.3' � s b 33 0 A 20 r ra NOTE: EARTHWORK VGJLUME"--'N NOT ADJIJISTED FOR LiGNMEI'� T )VERLAP. 1 kj - - - - - tee•. ... - � - B y � I Y J' cf- "l `d q HORIZONTAL SCALE . BRIDGE FILE VERTICAL SCALE DESIGNATION ' ---� SURVEY BOOK SHEETS r, F- - i CONTRACT' PROJECT .. t li_,_ Fly ' i llllt'S ' ' , . ; �� SECTIONS n -01 04 j lm r n Oro. r oht(-i M 7 ii),soj r1 1 r a w ,yy - • 86 0 0 r �i 8 o — _ _ Y — 86 K.. - -I t 86 5 C _ — — — _ - - Nn - - - - 86 � � . - 8� P 3 2 ' 4{ 50 6 ! 0 875 875 81 0 _ — — 8 5 — 860 - 8 7 c) —6 - - - - -- - - _ 875 — ` --80 � �r � � � �.3 , 40 HORIZONTAL SCA�Z— BRIDGE FILE € 1 I I 3 ' � ! � ---- 1 =1J a j )( 1 ()II ,.-°- - - --- --- VERTICAL SCALE DESIGNATION III�II if_�:I li�', I Illill'ci � a — 1 1 4 STREET[�, SURVEY 1' ®OIC SHEETS dw DESIGNED: SS �RANn ,� -- EET CHECKED: �� C ECK D: S� �'•11tIlU:'3"j1 �'�11l1w<d-.9' Fnuillet2rii_r (,off). Nolileil' 'Mo.ver, Gil;,)WI �. 1s�;UC. � S �E `�®NS LINE '� � CONTRACT PROJECT _. _ - - � � _. r -- - - - - - ------ -- - - _ - - - -- - - - - - -- - -- " - - -- 800 110 < y p // 2 0 40 50 6�� 70 50 + W i - 80 80 90 100 t? 1 ,i 0 120 "i 50 � § 6 -7 -- _ - -- -- - _ - - -- - -- -- - - 19 7 _ - , --- - - - - -- -- - -- - -- - - - I - - - - - - -- - - - 10 0 - - 40 1150 E 90 100 11 t? 120 130 I — - - �_ - -- 870 -- - - - - - 8 ' - - W,+h - _ _ --__ _. _._...__ II I,.__ -._. .._ _.._ -__- ___.. _ _ _e _.. -.. __.. _ --!. _. _ __... per. ' -•. --_- ___ --. __.._.--__— _ -- J — — _._- _—__-I._- __.. _ -__ 15�.> W fi..r i i a t pw" 110 --100 -�-00 --�80 -- Oj %, - 2C� �10 0 - 0 20 50 t7 50 ;4 _ -- 100 1 10 12U - 130 00 8 00 50 = C -70 80 90 r - - - _ 875 870 - - - ---- 870 -- - - - - 805 805 CIO 70 # 9k a j. §,f e ^t d I I _. _ c 0 50 ti 70 W r.� 875 -- - - - - -_ I , - - _ - 70 - _ - tOC 0 t` _- 0 HORIZONTAL SCALD BRIDGE FILE r. _ R11CAL SCALE � DESIGNATION AM y 9 I(1 Illil l� , '�.Ijli, fi 09 Schrok:6r I�ypgtq ppy :. i DE ION It . ..-11�SB IDRAWN. J BS SURVEY-_B O_O �ybET 1 1 4 i I''r,��,;1,�-,��,/ ��'t�,l>�l�il�t. ,1:,.,_,fin.§ �._,-�.1�,,_, �_,,,I.I.,• � 1��_,,,,1N�1 � t t ii /,1 s §,: . --;� -- - - -- 34 f ICHECKLE ': r'J0 �N�G��L �� CONTRACT PROJE CT GT EC�I�NS N t.� 04-01 — I — -1 I '' -------- -------- --ll-------- --- - , �, I- �,--.-�-.-�--l-,��,�--��--��----,—�---��— .�---:�---. I "-1 ,�-11 m c-- I,-, , r--------"---, -",-", � ) - - � I �-,) "- -� , ,� �,-,, I - - I - -- ---- - I- --- - - - -� 875 01 - - - -- - - - - f - , - -- --F-- -- �-- �-- -�--- I,--- --,--- - -!! ---- - � -- - - � -- -- . --- - - ----- �. I I - - -- I I - � --- - I -- - - . --- - -- -- - -,� i -- - -- -- - - - - I -- I -- ---- --- � - -- - , I -- - I - I---- ------ - ! - � I I - I - -- --T ----- - - i - ! - - - ,-- - -- - -- I --- - - -- - i - . � -- .- - - I - - i -�------- - - -- - � I Q-7�--� - - - - - - -- �--- ----- ---- I i i - --- --1 - ----- -- - - -� - - �- - - -- I i --- I - -- - .�- - - - ---- --- --- I - .1 - I -t - - - - - .- 11 � � I - I I - � - - - - - .. --I -- � - I 1: - - - -i - - -- 7 - -- - - I I � --- -- � -� � ---- - - 1 -- - --- -�- - ----- --- -- -- - - � - - I -- ! - -- - - -- � -------- - -- - � : - - - - I -- - i -- -- -- ,�"f -, � I - -- I- I - - . - - I � � ---- -I : -- - ,- i i -- --- I- ; - � - . : -- - - - - ----- ------ - -7--- - -- -- I - ---- ---, - - � - - -- -- -- � --� -- - - I I --- ---- i- --- ----- --- - I - ,- , � -- ------ ------ - 870 1 1 : - - I - -- � - �-i- I - - , i � I -- - --- - - I - - I - - - - - ,-�-- - ,-- -- - - -- -- - I i i - --- I--- -! � - -i �- , - -1 - �- --- , --- - I - I - I --- - - --- -- -- -- : --- . - I - - - - -� - - - . - i - � -- � ---- -I- -- - i �- -- --� - , - - - --------I ---- - --- i , - - I -- - - -- ;------ --- , - -- I I i � -- �- - --- i ---- ----- --� I - ;- -! - - -- - I - - � � : . - - -- � - - . - � -1 - - -- ---------- -- i -- � I ii � -- --- --- - - - � -- - - I - - : i - I - i - - - -- , I i - - - - - �, , - : -- - � - - - t------- -- - - I � - - - � ------ --- ------ -- -1 ----� ---- --- - � - ---- - - I -- - - ----- - -- ' ' I -- - � -- --- -- - - I - ---.-,---, - --- -----1 - I i-1 ---- --- - � I - ,--- ---- - - - I - - --- � - .-�- -rt-,.--- -�---,,a---r---- - -7,r---4-- - - - I ! I --- i --- -- -- -- --I- ! I- - -- - !- - - - -- I --- -- - - L - -- -- I- - - ----- � i ; ---- I - - i - -- -- I I - I - - I - - - ,- - - I - - . - I - -�- -- - --- - - I--- - - - i i ------ -'V .- - � ---- --- i -- I -- � - �-,,7", � i � .1 , - I -= t- -.—---- - - =------- ---I! ---- - . � i : -- - - -- - — -- - - , � - - � I --: - - - . I I -- - I -- - ---- --- --,--- -,— � - - " � -1 i - - I ��j== --.Ir �L I i- -�-- --- I - I � ; , -- I �� -----,-- � - �--...� � - -- I �—, - . -- I -- -- I I - - - —I--------- - � - ---- , � - - - . � - - 1 -4- 1 - I - I --- i - --� - -- - ----t - --- - -i - - i- . I- � - - � - : I- .-,--' - i I --- - - - I , i 865 ! -� - - - - I i - i � i - -- - :- . -. � -� - - I---- - . - - : � -�- --- -- i - - � 11 - � ---- -- i --- - -- - i - . -- ------- - �1: - � I . - � -- ---- I- - -- - J - -- - I - I - ; -- ----- -- - - - --- -- I I � i � - --� --- - -- -- ...---- -,.------ T --- I - - -� i I ! � - .---- ----: --- --- - - -- i - --- ---- I --- .--�-- - , -----�L � -I --- !-- - - -- - ! -- ---- -------- , � - - - � I - ; - - i - � - - , - --i -- - - - --- .- I � - ,,-�"'1----- - - I - - - , .-."V� : I - -- - - I --.---- - - - I - - - - . -� -- ,---- ---*I- �-,-----. -.------ � - -- - -- --- -- - - � � .-�- --- �--- -��----- --I - - - - - -- I ------ � � - -� i 1- . - - I �- --- -- - - ---- -- 4 i ! " -, i � - i -- ----- -------,- --- ----� I---- ------ i -- - � ---- - - -� t - ,,--", I - - ; -,--- .-- � ----, -- -- - ------- -"-------- -- -- --- � � � - I - ! i - -- - . - I 1 , -- � - - i - I -, - - - I -I- �i - -,- .- � . --I - .3 6)-) � - -- - -- I ---- --- ---- ---- :----- --- - - - - : - - - - . � --- ,___--- : I - -� - -1 i- , --- --- - I ------- I - , ---- ---i - --- -- - i -- - 11 --- ---- I -- - , - - . � I -- � --- -- - I ---11 -- - I ---- I -- -� --- -�- ! ; --I- - --- -- ; ---- I --. --- - -- I- . I -- i - - I - - -- - -i -- - - - - I I - -I I,--� -,---- ----, - -� - . i : - .I - ; - ---- ---- - - -- - � --- -- ! : - - i - . -1 - - -.- -- � i - - - - , -- --- 860 i - � i - � - i-- - -- -- I I -- -- I -- I ---- - --- - I -- -- i � "---�---..-��--,--,---.----- --- . I I - - - - �. - I - I- I ---� - �, I - -I - -- -- ---�- -- - - - - i - --- --- - - ! -- ----- - � - - --- ------i � . - i - i - - - - � - - - -- -- --- � - . - - - - - � -- -- - � - - --- --- - - -- - - .--- - - - . - - - - i i � --) -- -- I - - - I- ----- - I i - ,- . , j - - - ---- I -- - , ! �- - ,- � ---- - ---, ---- ----- -- ---I ---- I ; i ---:�- -- I - - - -- - � - -I --- --- .---�- � � - � i --- - -- - - -- - � -- � --- -- . - -- -- - --! - - -;- -- - --- - --- - . -- - -- - -- - i - - ---- - --- - - - - i-- --------- -- - .---I i I -- --- --- -- - ------ �-1--- :- i - --1 - - - � I I - i � -�4 - - I i - --- - - � i I -1 - , - - -- - - -- i I I - I --- --- I--- I I -- -- 7 ---- � - - I : � -- - -: " --, ! - I � - i - -- - -- --- -� i i ', I , -..- --�:-,--.- -�--�--1 -,:..-- -- - �--� --- - --- -- t -- -- I T - I -- �-- I I � . -- - - -- -- i I � I --- - - - --- T---�- --.- -- - - I , I - - - �,-- --- , -- -- I - � - I I----- I � I - --- -1 8 6�'- ------ ---i--- - - -1--l- -4------, I .;-l-, --- .- I --- - - - - -,---."14--- - - -- - -- -, - � -- --- -- � : . � � I - - - -� ---- -- - - - - -- -- I- -- - - i - - -- , --- -- �- --- - ! i : -- - - -,-- - -- I - -� - -- ---�------ - ---- - -: -- I i - I - - ---- -- -- ---� I -- - I i - - I � - I - ----- --- - -- -- I ----- - - I � �- -- � - : - -L- --- -- I - ,-- ,� I - - I -1 ------ - i - ------- ,-- - �- 1 855 1 - '�-N--- --,-"----, I I - - - - - i i - -- - - - - I I _ j -- --- --- - -- - I - - i - - - I --I - - - - � -- ---- ---- ----i I--- - � i - - � - I - ! --1 � I I i - - -- - -\. ! --- - -- I- - -- - -- - - � - � - --- - -- ! - i i - �- -I - - - -- . - --�- I , , -- � - - i- - . � - I - -I --- - - - - - ----I--- - - -----: - � --- - I , - - -; -- --� i - � - -- i -- ---- - - -- -- . - - I -- i i ! - -- - - -- - � , - - - � - . --F --- - i, - I - - -- I - - -- I i - --,--- - i ---:----��-:- -- ------,-' - I - I I � --.- i - - - I - I - -- - - I --", ----- ----,-, . - - I --- - ---- - �--"--- -- I-.-------,, ---� -- --- ; - - - - - -- ------- - - - i----- I -- - ,- I- ---- I - - � - I - : - - --.- --- - - I i - i - - - -- ; - -- - - � j,-,� I � i - i- - --- � 1 81-� -I - I � . i--------- i -- - - - � ! . 1(yj I - -- - � -I t � - - - - - ---- -�--- -- - . ---- --- -4 -- i : � ,,-� --- 1 -., - - -- - 1 - � L - T I I - i - .- - - - �- . -- - � - - � 1 : -- ----. - -, -i -i -- --- , � --- - -----.-- -- � - - - � ---- - - � -- ----- i - - I � � - - - - -- - - - � - - . - - , - I � . - I - - -- - 1,-A _Lf" - -- � -- - ---- � . I - - --- --- :- -I- --- : I - I I -- - - i 850 , -- - -- i - -- - - � - - - - i--- --- -- --- - - - - -- - 1 - --- - -, - - -- -- -- --- I - I i - -- �---- ---- - ----- - i --- -- - - - ,! - - -- - -I - I - --I - -- �- i I - -- ;----- - --- - ------ I- - - - I - " - - -- - . -- - -T - Ii , - I - - --- - . I - � � i -- � - - � - - I -- � - --.- - - I,- - -- . I -k---- - -- ---. - - -- -- -I -.- - -- - I i ---- --- i - - ,--- ,- --i � - - - � - I- - - - + . - �l,,� I co, - i - -- - - - . � - i - i - �- -, --- i - - --- --- - -- - , ! - I - � I - -- -- - - i- - - --I----- - -- -- ---- I -- i---- - -- -�, - -� ! , 7 - . � i ---� - i -- ---- -! -- - I i I --- -- - I � . I I - --. ---- 7-- - - , - - - r - -- --- -- ----. - -- - -,- - -- I --- 7-- .. I � I - ,--- , - i - - . . - - .-- - - - -kC, :-(k> -- - i � - i -1-- - i- - �-- ----- ---------- -1 - - - 4- I ---I -- - - -- , , - - -- �---- --- - ! - - I -- -� - � I - -- - --- -- - ---- I - --- ---- I. - I - - . - - - I I-- - " ----t� - T - - - - - - ly, - - - - -� - - - -- R, i � � - - - -I -- - � - -1 - - - - -- - .- i - I c..) My ------- - I- - - � f I." - - - i - � : I - -- - --, - ")I,,- : - �-- �: -- I - I - I -- - - , - - ---- -- - - - - -- -- � I - - - - -- -- - I I - -- - --- � 110 '120 - I - - - ---- -- -- --i - - � 130 - I - -- --1 -- I - 1 � - , - J - 11 - - - loo - -1 -1 � - - - I � - -- - -- - . - 1 �� ,�- 90 - - .- ; .-- � ri '(l -10 60 70 80 � -1 - - - . - - - � -! -- - - I ".) ,.,,V I 1-1 2(,') 30 zi-('.) 1) -,--,",( -13-C -2(IJ I � . - ---.I 00 ----90 - 80 - 7 C) ---6(',,, '-,-. I -,) 30 - � V�,1) ". � 4(� -I 131() ,,-'i A, 1 I 0 1 L-1�- j -- A �- I". I , i ! ) � "..1, � "� ) "." --T- i ) -, ---- I \-"" -- - - -- - I--- - - - - - - i 1 875 - - - - - - i - - - -- - - - ! - - -- . 11 -- ! - I - . I - -j - - - I - -- --- - I - � - - �- -- i - -- - - i I I -� - . - i I - ---!- - -- � --i I - - -- I . - i I I - -- - - - I ! - - - --- - - . - - . - . i i - - - -- i ., , - - J - - - . c.-11-P, I - - i -I ,"'-l" , - � i I i � ,1� . �� , - -. � I . - i - - - ,I, . -- . I . � "/�-7 ,-:, f R,� #8 1 1 1 "- 1 , � � � � � -- -- i - 870 1 -- t - t : . ,ff i . - - I � I � � - . - . T � - - I I . i . 1-1 -,I . I - I - - -- ,- I - � � I - -�-- - - - . I � - I � � ! s I,-R,- -#,q . i - - i . - ; - i I � ! - � - - i . - � - � ! : - f i I � - - . I - I I . � - --rl-L . � - � - - � - - I I -- - I � I I I : i - , I - i I -- -- � -1� I - ! - � ! --- ------ -- I - . - T i � -- t � �� I - i I I - - --�-., � -- � - - . . " ��.1 I - � I --�- , 1 - -..-- ----4-------.--� � I � . , � � -1 - - � i . I i - -� - I - I I I � - i - ; I - ::=------- - !I i � . i - - � - -i � I - i - i i : � I--- -- : � - . I ---k -1? :T -12 'I , . -----,, 1 x � I � � � I - - - .1 . tl�� ---IA J!l�----------- , -.L- . i I -,�11 I - I -- - � - � i - : I -If- : � -- � � I - i - - -I 865 � i I ! I - - - - - - -. - � -.---" T -------- j --.---� �- ------ - 7 j , , - � I - -t I -- -- --..- ----,-.----.- -- I -- , - . - I - -----I ---l------c==,- ---- , � - - -- ----- --i -,--.---- --� I- I - - - 1 ---'7-'-----' .----------`-- � � --- -..----------L - - , -- -- � - -i -- ----, .-.-- ---- --- I , -- - I - - i I - 1 - -�, � - � i---�--,- ,------ ----i -,--'—"' --"--- -"-- i -J-,;� .. (-,,, --- ---ll----�, � - - -- � . - - - - -- -- -- ---I I-- -- i - - - !- , i - - I . � -,.,----- - I i - - i � �-, ----,. --6�— i I -, - - - .-- --� ---- � -- ----"--f!:: — _:__ ---- — -- - i — -- - � -- � - � �- - - i . f I ls� -.---- -�� - - � � ,,, I i -- - --- I-- - - - - -- -- - --T-- - i - - -- - � r I I i � I--- - - -.A---- �.--, - -- �--- - --77� - � - --- -- - ---- -- i : - ___----- -- - i : t , ol -, � I--- -- - - - -- - --- -- - - -- : - -- � i -, I �--------I--- -- - i --- - -i - .7-.- ---.-- --l--- I-----,- --.- --L.- -� -__ - - - I - � I 'i "s 4: - � - - i --- - --- I - - --L- - . - , - ,-"------- _ -, I � i -- -- - i ----- -- -�- - - - ! I I I- -� -- i i --��,-- --. -,- - - ---- i - � I : i : -- - --- - - � - - - - - - ,-- - - i --.-.- :-1-- ------- '----' ---- " . I i I -- - I - I � - I - - ---I-- - - - - -- ---- . -- - - - ---- --- i 860 -- - I - - I i -� ---.- - � : - ! -- - ----- . -- I � - �- - -- , - , I - - � - I - - - I � - - --- - ----- -- � - - - i i I . - --� --- I -!----I ---- -�-.-i --- --- -- --.--------- 4---------- I - - --- i - I - - i - - - - I -- - . - - - i . - I-- -- - - - - -- --- � � I -- -1 --- 1 -------- - 1- -1 - - - - i ---- i I.,--.- - - ---l' -L--., -1- -,- - ---.----- I I : � -- - i � � I - . - -- - - - -- I - -- t - - I � � . - - � -- I i � - -i- - � - - - � - I - I I 10 I -- t - - I � � i - - - 11 --- - -- - - --- - � i � .- i --- -- - - ! - I - -- I cl) I 7 - - - -- ---- - - I - ----- - -- 1--�-- ---- --- -- -�- -- --I --- - � � - . i - I - � - I - - i i c , �, i- --- --- --1 - - - ---- ,- . I -- -- --- � -- -- --- - � - i - 0") :"X) - � - . - t -- i - � � - ---, . �3,b,,,� � � I I ---- I - � - - - i I ! - 1 --- -- --- I - - - - . 11 - - - - - -.----t24."-- --' -- - , � � --- -1---- - - I i -- I - -- �-- - - - � - i - - --- -- ,-- - r ! --- � - - i - - - � - - - -- --- - -]- -- - ! -- --- ---- 1 - - -j 8 5 Cc-, I - i i - - -- i - I-- i - -- � iI ,� - - - � I � i - . � i 4 , OJ I - - -1 - i i --- - I - A - - --; - - -- - - i : : - - . � -I - - -- - -i I I � - I i - -- � . - I . - - -- --- I � - :_, - - - I - i --- - : 11 I -- i - - : � 1 1 1 - 1 7 � - - I - -- . � I - - 11 ! i --L I - i I -- - - I I � i . - -i - (-,-) (0 - I - I - - -� - - - i I - - - I : � � ! - i - I -- - - � - - - i --- -- . -- - - - I � ---" -t - - . -- --� -- � i -- - I � � - - - - - --- - I - - - - I- i - : I - - �()-� &'D- I I ---- - - - . --. --- ---- ---- .- - � - i 30 ,,-� -- , i I �- - --f I - -- --- � i� - - ----- -- - - � -- - - � -- - - � � � - I - I- - -- -(,I - - '_, : - ; i I - - - - --- - -- -- - I I -- - � -1 , -, ?c) I , 1100 1 ,10 120 � � 8 -)"-, i ; !- � - - - � - - - - - - - - 70 80 � i -: i 1 90 1 � - � - I , � ,,, 1 3 1) 4-0 �31 1 (30 ) 1-1 4-ij �,) - - 1:1 " .-6() -5( --- 30 -20 ""ll 0 1 ( , �--U ,-- I '110 1-100 -1-90 I-.-I- -7 0 .----! -,% -120 .--- 130 � �- ; 4"-' � I - 1-Y �11 � , � - ) 1, V '-. - " e- --, I � / � � ') , � --i- It � (,j "I , 1, -11 ",--- � j , I - - - F - - - F-- ------- -- - 875 I - - -- , - -- - 1 - - - i � ---- - - I � --- �--- - --- I -- � I -- ----- -- - - - - -- - -- -- --- -- -]- - - - . - - -- -_7 - - .1 i I I - �- - - -� ; -- 7 - -- --- --- --- ----- - - ---- --- --I � . - . - -- i - -- - - I --- � . - -i - I - - I -- - - - - ----- ----- --- I / .� - I � - - - - I I ------------- ! � . - - I � i ---- ---- --- - I - --I , - -,� I i i - - � - - ---- - i - - - i - . I - � -- - i -I' - � - - - : -L - - -1 -- ll', --- - - I -I--- -- - - - � - - � � � �-- - i - - t � : - - - - -- I - : I i - - - --- - - � - - -- -- -------- : -- - � -- -- --- i - - : --. ---- -- . -- - I - - - - - -i -- i --- --- --- - - i- - : -- � - -- - I - - - i - -- - ----I ---- I I � - - - - I I - I -- - -i - - -- - - -! ----- --- - - 1 -I --- - - , - -� -- ,- - . -- - i - -- - - -- --- I - - - - i - -- -- - i - - - 4 --- -- -- --- - - ,--,-� 870 �---- -- - - : - I i - - ---- I-- - - --- � ---- ----- - ----- - -- - � I-- - -- -- - ---I - I - -- - I - , - I-- - - -- -- , -i - . : - - - - - - � - -- - I - i : - � - � - - -, --- ---- ----- - ---- ---- - , , I - -1 - � -- -- - -- ----I -- - - - - - - t i - - - - I -, --- , - -- w--- - - - - 7 - ; i . I . I --- - � I � ------ -1 --- I --- --- -- Q. -- - --, -I- ---- --- ------ - - - ----------i - T 'I I -- I I --- --+- .--"--------It--- i - - �-- ------- - ---I- -- i - . - -- --�- -- ---- --- -- I i----- 1 � - - - - - I -- - -- - - ---7 - ---,.---- I -- -------_- - - - - : - -- - I � b 7(), 1 - ------------ii -- - I I- - - --,-;-- --- --- , -- - - � I - I- - -�, - -- - -- -------- . --4- � i -- ,- - -----------! -- - ---- - I -- -- I - - - - - - - ! - .- --- - - -- I -- - - - - - - --- - - , .- -1- ---.--- 11 I - ; � - --------. ------ - !--- -- - I I - -- I � i ! - - ,�- � -- il --- - --- - --i ---- --- --- --- i - ; - - - ---- ---- - -- -- - � - - - - -- -- I -- -- � -- --- - - - � - � - ----- - - - -1 - i- - - - t - I -- I ---- ,l - - -- --� , -- I - - - �-- -- -- - - - - --- - ---- - i : - - 11 - - - - 1 865 �- - I I --- -- - - ---- - - - --,-- -- �,----- -- -!- ,--------- ----t--�--- --- - i i ------ .---- -- --i- --- --- -- - � - - - - I i - - - --- - -- .-------.,- --- - ----------- ----- - - - - - , � t-- - 4 --t - , - --- -- --- ----- ----- I----- - ----- ---I - - ------ --- - - - -- - 0 1, 8"------ 1 � - I ---- i - -- --- --! .---� : I I -- - ,--- -�- ---.--- � - - I -- --- - i ----�t --- - - - � - I � -- -_-�� .--- ---�- - �;� - - - - I- -1---- ! - i ,-- , I - -- i-- - ---- --�� -- �-- - -- - --- ----- -�------ -- ---- -- --- . --- - - . -----� --- -- I-- ---- -- -- --- ----,----I I -- ---I --- . ---- I - - - I � - -- t --� - - -- - ---, -- � - - -- , - ------ - ---- I - - -- I - I ----�-�-- - - - - � - - --I-- � � - - -- -------!---- I I - - i - - - --I--- - .------- --= 1 . ---t ----.--- I -- --- "----- -------- - -- --- ---- �-- - . - � -- , . - , I I -��---- i ---------- -- - -- -- - -- -- - I --- - -- --- --- ----- - - - --.I-------I---- ------------, f --,-- --- -- -- !- � ----- -- - - -� - , ,- -I --__ ---- -- � - - - - -- 1-- -- i [----- -- - --- - - ---, C' i I - - I -- - - � ----- -- - -".,�� -.---7 --.---- I- 8 6) ,") k -- - - I - - -- - - -t - - - --- - -- ----1 - I - - -- - ---,- - - ,-- I - - . - f--- -- �: - -- : - --- - - -1- ---------- ---- ------ - - I I � i - - -- - - - ; , -- - , � -- - - � --- - i --- I---- I - I - - -- -- --- -� - - I - -, - -- - ! --- - - - - -- I -- --- -- - - --- - - i -- I - - ----- --- - - ------ I -i , - - 1 I -------- I - ---- -- r - I- --_- I - - - I -- -.-- - ---- - --- ----l-l- -_-_--- - I - I - - � - - --� - - - - I --- --�--- --i ------------ � i -- - - .------- ---- - -� � - - - I -- � -- I - - -- - -� - -- -4---- 11 : , 1 1 - ---- --- -- T - - . - i 860 � - - -- --i- -,____ --_-- i i - - - - - � ---. ,.-. . � ,-, --- .- ------ --- � - -- ,- - , - - ! - i --- --1 - I - - - - � -- -- --- , - � - - : i -- - - --- ------ ----------- - i--"-- - - - -� I ------- ------- �--------- ----,-,- --. - - - . -I------ -- - -- � -- - ------ - I � - - - --i - - � I -- - �--- --------- - - - �i - - - - - I --- - � L - - I---- I i 1 -- ---i -- - - 1- , -- - , 1 -- - -- ---� - -- , -- ------ --- , ---- ---- : - i -- I -- �---- - -- - � -- -- i 04 - - - 1 -- -- - ---- I- --- - I - -- � -- ---- - --------- � -� -- 3 - -- - -- ---- i I ---1 - -- - -- - i I I ,. --! -1 - 1 . .- - - ----- � - 11 -- - --- -- - -,--- --- - - ---- ,-------, - I ,(D - - - ! - -- ------- ! - - --T --� -- I— ----- -1---- � - - -t-------- - 7 - -- - - - i - : - - --- . i- � - - - - - ---- --�-, - � i I - I --- ---- ----- - -1 - -- -------- I-- ---- --- I I - - i - - -6',) � - - : i .-- o', i - i - ,- - - � ---- --- - -- - -- - -- - - 1 -- --- - i --, I - - - - - 0" � - ! - -- - !-- - --,----"--I--- ---- -- - - I - - - --- -- i -- I i -- - -.- , I I - � --- -- � - ? - - -- i , I- - - � ---- -- --- - - - , --., ----".--- ; : - 1. - �- - - I;f i 0) -1 -- --- I i � - - -------- - - i - - - --L --- - - --- ---�,-- - ---,--------- --- ----. - -� - - - -F - -- ---- ; -- ----- --- - - --.- - - . -- - -- �- -- I i - - --- -- -- --- 1 855 i . I I- -- .-, - -- - - - - -- ---- i i � - I -- - � I - - i - I T - - i - - -- - - ---- - -- -- � - - i I - ----. -------- � - -- - --- --- i - I - -- ------ -- - 1 -1 --- --- I,- - - i - - , -- -- - - - - ---� - - ul -- -- � ---" i i� ----- - ------- -- I : - - � I- - - I -- - - - -- �- - - - -- v -(D - - I I ---- I -- -- I - - -- - - -- - ---- --- -- -- --- ,--- I -- --- I - aa J oo- i - - - I-- ----- . � - - ---- --- ---, - , : I -- 1 1- - - � -- I -- -� - i - - - I -1 - -----------!- , ----,- - -------! _---- - -- -T - --- - - ---c t - � � --- ----- --- � - - � - -- -- � � -------i--- ---.------- -1 - ---- --------I ----------- ---- -- - - - -i - � I --! ------ -- - I . --.---- ----- -- - - ------- -- -- i- -- - - t - - .-- ------- - 1 1 -- .1 : ----------- -- -,- -- ---- --- --- - - - --- - --- - -- - I - I - - i-- i � - -- -- - - --- !, i- - - - , - ,- --- - -- -- - I - - ----- 811 5,�'-, i � - I V-- - -- I � � - --- i i I i --- ---- --i -- ------ I I----- --- - I- -- - - - ! - i - - -- ,-- - -- - vo i: e-) �- -1 -- -- - --- L- ----- - --- --L ------- --- ---- --- � ! -4- , -/o ,-)�',� ----lo 0 10 - 30 40 �,)�,,, 60 70 80 -90 7 0 -.51- 11 C, -J "-."L -,-� ,�"�,k" -1 4() ,--I .30 ---,120 --lio --loo --80 --- ---60 "I" I � -,� I r-, (-, ,, �, - �--, ; I ) � -.-�- � �,, I I '�,-) � , -.-, -j - I- --- -- - I - - - -- ------------- - -- -, -- - -- 1 -75 I - - - - - . � - --- - - - - - : - --- ---i - I- - -- - - . -- I i - -- -- 1- --- ---- --- -1 - i -- -- -1 81 1 - I - � � i - - � -� -- - - - ; - i - - -t-- ---- - - � --i --- - - -i - . I ----- ---- --- -Ii--- -, - --- - ---- - � -- - -- ---- i- -- ---- � - � -- i I - , -- - - - - - - I I- - I -- - -I -- ,- - - -- - -i I -- - .- - . I I -- --- - - �, I - - : - -- ---�I-I - -� - --, -- I i - ---- - ---I -- --- i i - - : I -� - - - i ---- - . : - . -- ------ - .- I - -- - -- '- Ir - . I - - : - - - I! - - I ---- I 1 7 - - I -- - - -- � ---- -- � - I � - -- - . -- - -I-,- I - I I- - -- --- -- - - - ---- -------- �-- - - �- -- - : --- - I - - -- "7' - - - � - - --- - - - --- L i ---i � - - - -- I- i - � --- - I - - i 8. ID i ---- � --- --i- -- , - - -- - , -- - . --- - I - � � i -1 -- -- ----- --- � - - � -t -_--- --- - - - I � - -i --- -- -- --- I I - . I - i i - -- i- - -- -- - . - - - -1 - -- T �- ---- - � ----- -- �� - I i I -- - ----- — I .- -� ll I - - i -- -- I i : ; --- - - - � - - - i - - - -- - : - -- -- � - - � -- 1 870 � - I ---------- ----,i - i -1 � - - - - --- - f -- i � � -- - - � - - I � ---- - � i � - � -, I- !- - L � - - - - - - - -- - i- I !- -- . i -- - - � . -- I -----� - -�- - - - - � -- - - i I � - -- I I - --- - - -- --- - I - i - - - . I : -I -I - - - - . - - - I --- - --- - 1. - -- - ! - i �- ----- � � . : - - - - - --- - - .1-1 -- * - _I--- -�- - I - - -- - --- 7- I - � - -- j : I 11 I- - i - --------= - , 11 - -- -, -- - - I ---- � - --- --� -- - - , -- _: - : I - - - - �------ - � - -- Q--.1- .- - ,-, ---- -- -- ---- ----, - . - i i I I � - ,---- , -- -=::::�-�- 11- I -- : ! I--- -- - - � - I , - � -- , - -- � --- - - - . - - I----� -r � I - === � � I I i - I - - - - - --Ti-�-- -- - � - � - - - ----l.,---�l - -- -- -1 - -- — --- : -.- � I --:,---- - :�� -�- - I - - � - --- - I - --, - - -- .. ---III--- - -�2� �---t-;--- - - - --4 -- - r-- -- - --- - - � - � ! ---- I - i - , - - --- ---I---- -----1-r - , - - . -- ---, �I - -- -- - I - I I - I ----.--- - - --- � - 1 870 ':- - . - - - , - � - -- - . - - ! - - -� --- - - -- - - I - - ----- I- 1 . - I - ----i ----,----, � le-_� - � - ---- - � : -- ! I -, -- ---- - - - - , ; ---- -- - - - - ! - - --- - ---. -- i � - i " -- - : � - -- ---- - - - - �- - - - � -- � -- - - i I - -- - � 865 i i - q --- --- - �-- -� -1 - - --- I �, I - - � - - � - I .- ----- - --� - -- --- I -- - - -1 - - I I i - - - i I I - �--- - - �- I I - -- I t � - � - i i i - I . - - . . C, i 8 I- ---- - - - � -- - -- I - - - -- _:_ - - -- , - - --- --- -- -- : -1 - - �-- --- - � - � -- �-- -- -- - � --- --I--- -- --- - -- -- i - , -- -- � - - � - - - - ----', � I - - --.---- --- ---,-I --- --...--. .---- I -- ---�--, -- ----- - -- - I I I i - i - -- -- -- - - - - - - i - i - ----� j, - - - � -.-�- - 1. ---- -----.�- I-_- � I i ! - . ------ -- - - - i - - --- - -1 -- I � I - - -- -- � --I - - - - . - � - - . - - ! - -1 - - ! - - - ! I - � I - � i I - . - -- � -1-1 - . - -----� I I -- � -- - - . -- - ---� -, - - I . . - , - ---- - � - I - -- i--- - --- --- -- -,- - - -- -- - - 8 E),,- 1-- --- - - - -- -1 - ! I -- - -i - - -- - -1 -- - - i -, - - - -: --- i - --- I . - - � I : - ,-- --- - - -- - -� : I -- -- --� - - -- - i - - - --�--- -- �I- i - -- I I--,-",- . -- - - - 4-- � -- --- - ! - -- I - - .--,. --- --,.-- --i- - � i- i T ! - -I - - - I- - -i i ----- - I - - - --- - - : , -I- -- - - I - I -i I . - I �-- I : I - . ; I -I--, --- --- --------- -- 1-- --� --- --- I - � - . - � - - � - - -- --- . -- - -- - - - --- - -- -- -- 860 -- - : � - I 1 11 - - - . --- -- - I � t - - - - - - - -- - - - ------ - - - :- - --- 7 - ' --' --- - --I-- --,. ! - - I � - - I� - . - - I - ,-- i - - -- -I- - -- - - - � - - - - i - � I -1 - � �- - -- - - - � - -- - : - - - i------ - -- I 1 — -- , --I—----- ---- T------ ---[ ---- --- - I - - I -- - � __ _ ,_____ ,-.--' ---' -Z -- -- - i I i I i . - - - -- I - - - I - - i I I - - -- - � _ . - - - I - -- - - - - - I - - : : -- - - i I �o - - I i - - , -- I i I --i -- - -- - . -1 . - � i - - i - -- -- i - - ! �- - . - - -- � - --- -- - -- - I I — - 1� -- --- I - - - -- -1 - - I- . - - i : I - I - - - -- --- I -- --- � I - -i - - 8 6 10 �------- -- - - - - 1 -- -- - � - -- - ! -- I ---1 - iN � 4 ; - ! , -- - -----f i I I -- - i --- i - I - - - - - ---, --- - I � - I I- - - .- - � . - - - -- -I � . -- - I -- - I : - I - - � - - -- - - - -- . I I - I - - - -- - � I - - --- -- - - - - - i - I -- . . - -- -- I : - -- - - 855 -- -- --- - I - - - -- -- - . - - -- - i - ---- - : - - . I - - - ".� . - - - ----4-- - - . - -1 I - ----- -- - : i - - � i u�l cll'� I - ---.-- i-,--- ! -- ----- -- � -- ----I - -- -- i - . i - : i - - -- -- I - - � - � .- � - --- -- � : � ---- -- ---� ;-I -- - � - i - - - -- - --, - i I - - . � - - i I -� i t�D - - I I --� -�- --- - ---- -- -1 -- - -- I -- i --- -,- -- � -- -- i --- � - - - -- I - i I I i - ---L i : . -. -- - . . -- -i - - - ! -- - - I , � -- - - - - ; -- - ---1 I - - - . - � I -- - - -- - - - ----- -- - - ---- --- - --- -- -i--- --- - . � � i - - - ! � - - . -- _r - --11 -------- I - - t - � - i - --- -- �--- i --- -- - j)':,�. .fj - - - , - a, - - -,- -- �------- ---- -- --- ----- - -- �--- - - - - - i -- -- ---- - , i �- - - - -- - - �- : - - � -- -- - --- ---,� -- I I - I -- - - � - - - - i - - , I 1: - i I ---------- ---- I- � i -- I � . - I - I -- i - - - - - 8-b b , --- -- I --- -- -- : - . --- � -- I - --- - ---- i - i i- --- -- -- ----,- .---- -- I - I - -1 - 100 11 , �--- --- I --- -1 , � - � - -- - - i --� - - � ----- L-- , --- - - -- --- - - --- - I-, l-, -1 90 11 G 120 - - - I - -- - - I� -I r �', 3 0, 4-0 50 6(I 70 80 --- - -- ------I ,-- � I 1) -.0 I-I e;.-�, --1 -i�' I .1- 41-0 --- 30 --- ")o ----I CY -, -150 , �,) -- 120 --Ilo -100 --9 0 --80 ----70 --60 -50 . ��) � - , n -1 ;11 ,I I ---p "(-1) i ) ", / � , k- � '. � " - - - , -- - - - - - --- --- - ------- - - - -- - ----------------.- -- -- -- -- - I --- - ;--- - -- -- -- - ------ ---- --- - - I -- -- - � I - I -- J --, ---- ----]� - - I - - T - -- - - � -- -- I --- - - . - - -- . - I - - --- ---1 I---- - - - �I I ---� ---I ------ i I - -- - � - -- --- --- ---- --- - - �7- -- -- -- I --- ---1--- ------------, 1 7 - . - , - - . - I - --- ,- - : I- I i --� -- I - - - - -- -- -- ---i I ! I - - - - - -- � - - T - - - - -- - -- - -- - - - - - : - - I - . � I I ---- , - - � - I - -- - -- -11 � ---- ------------- ----- -- i -- -- I - - - - -- -- - -1 - --- ----,_____l 8-7 - , � i - - . - - --- - �- - - -- - -- - - : - - . - - - - ! - -!- � I I - - - - - - , 11 - -- --- --- - - i - -- -- 5 -; : - - � - : - - - � I . - - - - ----------- - i ---_7 � - - - I - I __ � / - ! i � - --1 -- -- t - - -- r- --- --- i .-----4 - � - ,- - I - I ---- -- I - i --- - ---- : _ _ __ _ _ ___._ � - -- -I- 1- - --- - I -- - - - . - - - . - � - i - - - : ! I -- : i - - - -- I - ----- --- -! -- - - I - -- I - - ! - - . - - I- - i - - : I - - � - --- � - I - - � I-- - � -- - I - I - -,-- - ---- - � I -- --- - i- --- -- - - - - i � -- - - -- -.- - -- - - - - �� -- -- i- -- - - ---- ---i ---- - - - - - -- � I . - -- ------------------ ! : ---- ----- ----- ,- - -- - � i - I - ---- - � - -- - - I - � I - . - i - - :_ --- I - - t -- - - -- I-- -- -- - � -I --- I -- T --11--� - i - � i -- : I -� i - � -- - --I - - - I - - �-- - - - --- - - - � - I ---I----- -- -- - ---,- i- I I - -- I I - - I I r, -.- -..-.-,i ----- ---, --- --- *---- - : , 1 1 1 -- , . I - � � � - I I --- - -7 - i : - - - . - -- --- ----� --- . -, I - 11 - -- -- --- - - - � - -- : -- -- --- I -- - -- -- - - ,- : - !,--------------- - I � i �- - --- --- i--- - - ---- i- - - - - - �-- -- --- ----I - � - ,- � - � - . !, -- � - ---- _:_ - - - - : - I � -- -- - � - --1 ---- � � 875 I - - I - ----- .--- i I - � - - � I - -- ---L�- - - :--- ------- -- I - --- ---- -- I - � -- - - - --- - i i � � � - . � - . - ; � -- ---- - I - -- --- - i- - -1 :J.7---,---� - --- -- --------- i � - --- - . - 1. - --�---- - -------- i 870 � -- --- ---I-- -- �- - - - : ,- - - - I I - � � i i ,- ; - - ---i -- -- - T -- � --- ,-- -.- -7---- --- -,- I ------ -11 --i �--- - I i -- I � --_-----#-,----..��- I I I --,--�� ---�-----, -- - ---- � ---- i t - - I --�- , - � - -- I - - � I I �------ - - - -- -i- ----- - - - - , I - i - - - i ,_ -� - - ._-:__*.,---- --� -,_ i - ! - - -- i - . ----,---It_-- - - .-- - - -- - -- I I i - -- - - T� � -- .- - - -',-- -- - -- I - - I - ----I-- - I-- - -- -- -----,�-- -$Y,- - - - ! - ----- ,- I ! - - i - � � - - i � -- I -- I - - --- - : - -----� � - - - - - I -I I -- -", C. . -- "-,--2-=- L--=--=--,---=---=E�K- - I/ - i I - � . -- I-- 11 - - : i i - -, --- -- I - , . - - I -- - I ,- -- --- -- i - - 1. . - - - -- -- - ----- - - -- - � 870 � I -�------=2� I : I i - I - - -- -! - ! -- --- -- . : -- � I - - - -1 -� 1, -- � - - - .--- -l-lc=--:==---7 7��--� - - - - - - -- - � 3 � ,, , - � - -- .-- -----� - - i - i - � - - � - i -� - � - - - ---'! � --i-, --t-- I . - � - i - - -- ---- - ---" - i 8 6 15 D � I I--- - � I - 1;-- - - -- ---- — - --- --- ---- , - -- - � - � I I I- --- -----,---.-- --.- i - - -- - -- - I I - -i : -- -- -- ---- [- - - -- -- -1 i -- ---- - - - - - , --- - - - i � .----I-.-, -------, - — ;------ ,--,-, �[ .�,., -- - I i - I - . - I - - - � -11 - - I: � , I ,-----, - - --- --- ---"-- -- : % , -- - .. -- -- - I : -- - - -- - - , i - � - ! - - ; I --- �l - - : � � - - - - -- - ,,.,, : I - ------": , � - -i - - - --; --,- I .- - - �- I - ,-,-� -- I � --- - -- ! -- - � -IS -� - --- � - i - -� -- - - - I -- -- i - -- - `- . - I - --- ---I -- � -.-- I � ! -- - -------- I I - --- - .- - - i --I - i- - - - . I - - - : - - � - -- -- -- � I - ------ : - -- - - - - - ! I i - ! - - - - - - I ! -- � - i - - -- �- - - . - - - � - I � . - I - - - - - ------- ---, - ---- I .1 � ------ - ---.- - - I - I � - - .-- - � --� - I 8 6 5 � - - I - - -- ------- �--,,-�� -.- ---- --, --- -I-.,-- � �- - - i - - ! i i i , - ----- - - I - i - ---� --- . . � ....�, - : -- --- - I - - ----- -- -- I . . � i - I � - - � � I-- - � - - i--- --- - - I -1 -- -- i ----- - -- - -----] ! : , ,-- -�--- : - . - i- --- � � - �---, -- - --.. .....-- I ---' - i - - I � -- � - : I - - -i --- - � - - ---� ---- -i �), i -- � --.- - �� :----- - � -- I - --- - - 11 ! I -i I - - - I- � � . - -� ! � � I : - - ! - - � -- -- - 860 - I - -- - - I- - - T - - - - I - i - - � - 1 I i i I -- -- . - - - I I I : -, - - --- -- -I : - - . - --- -- �-- I - -- - ! �--- --- - - -- �-. --- --- i - - - - - � � -- - � I I -.- - - ----- � - - i - I � i -- I - --. - -- , I - - � i i � : � � .(Y) i i -- � I I - - --- -- � - - - --- -- .- -- ---- - -- � - --- --1--i -,� i - I I ; � --- - -- - � I i �l � -- � - - - I i : i - . - -- -----� Y - - 11 I -- - i- - --- - I - - -- i- -- - i- - �� (9- 60 I------------- --- - i � i I ,; W, -- --- - � - - -- � - ; I - - - - I - I I � . . I - I - - i � -- -- - - -- - - -� I ! - I I - -- - 7---- - -- - : - I i - - I I I . I , : I � I - --- ;- I � -- I -- -- - - : -- - -- -1 - -- . -- - - - --i --- -- - -- r', � --- i-- -- - - - I - � , - - 4- - -- ---�-- �-,'-j �(7) � - � . - I I -i- - - - - I -- - -- - -1 I- --- - , - i � - - -- -- - -- - - - - -1 F --�, � - -- -- �� ! . I . - - - I- -- I -- I I - - - - L- i - I - i 8 -)5 � ----� -- - - � - I ;,,"-,� cc) - --i---- - - - I - -- �. � - -- - - � - - --- - --i - - I - - I - - ! t i � -- I - --� -- � -i - �- - ,- - - � -- I - ---- - - � - ----- ---, --.- i f- I : � - : --- V T) - I I I -- -- -j - -- J� 5 . I : - . -- . - I - . � - ("", lc- - - - � -Z 0 140 "I 50 1 ' � : - i - - � - - - I - - " I 5 -- i-- - I ( � 120 I I..) 8'5 5 � - - -- - - - - , -,, 'I 1100 110 -1 � - I - A - "N li I- ',�� 'I (-, 70 80 90 - --�-, I ( % , j- () I -) 50 0 -� (�; .-- , �j 1 (-, --��-1 - I ---zP11 - -"? , '.11 - �, - / 0 ---6 G, �--50 � - "U, - I �:: I ..-I 00 -90 --- so - ,-, --) L- 'I �tl I . -. I I ",� I 7il -- ------- � ) i �, ,� A —I --" — - HO �1� -- RIZONTAL SCALE BRIDGE FILE -'j, --,----- - �---------------�..----,�----------------�-----i IF-- - , r .-- i '��=,o I I .Awl � -.'o- � Aw I *"Irff OF CARMEL I-- � !i,-�!,�)ii( 1,nill !��,] �, !-01� i U —VERTICAL SCALE DESIGNATION - I � ,J' A& WII)i �)il:- _\,,,,11(1( I I 1"=10' ----- 5: ------------I— — ,- L- � I I,J ,�Ii�ll)()]!.� I L------------- - — — . L , Illf ul '!I � 111,111(� � -- ---- SHEETS c� b t6�'i(� -)Ii�( --" - — ----- -D I , I --------------,-----"-------F 35 -, I I ,�(�') �' - --- 131 st S""""EET ofl 48 - al � I ,( VP� �;�'111',, 1 DESIGNED-. SSB I DRAWN: JBS -- - IK .. LCI I & a I - - I : ) c�, "t, I " " CONTRACT — r') � 1,( ), � '; I�)(� —z----- ----- PROJECT 11 � I --- *-%^ . --' , U� I SS SEC11ONS ' 'NE B . CHECKED. SSB CKV u L..-.. 04-01 --i c�)� j CHECKED CdO - -- . - - , ----- - ,--- 1� Form"ll"; ,�( !�tleidpr Fi,,oilwpri!IL� Col�p / lioldel�, ki(-,-(�', ",,ih.'�o,'� & ,,�o( , 7:� � I , � ,- . .,..I'- L------------------- --------_j -----, I � I I I I :i4- -. L-�-- I �-- !"- --I— P I I �� 77�7- 1 1 1 1 1 1 1 � 1 4 ;10 - Schnek*w - -- I l------------ --------------,----------- f", - " ' 'I (--) I -- C) I ----,.-,-------------- , -- (-T�, L") (Y') -r I -- 11 - ,7 ,F I "' _ .� 1 870 — — — — — — — --, - I I. 8-E') ? 860 l 8�C I w C'- 855 it �« #} --j - 8 70 l — — 8G i - _- ---- L r . -- -- - - 0 _ 85 i 1 ---- --- - 870 t t -- - - —— — — -- — —— 1 a— -- — — 880 860 ------- Lo 855 -: -- - -- - - - 85 - --- - -- - I � c � �0 — 60 40 50 60 70 80 90 100 1 ! 0 120 130 140 150 r0 a K -- - - - .�, : 870 8--f - - - - -- - -- ----- - - 885 880 : CID — —_ — 855 100 L � 60 0 80 90 100 11h � 2� 1150 140 150 110 ( C , -- - - — - -- -- - F — — -- - -- --- - - ---- -- - ( : , -- I ' �� _ - 1__ -.._ _ — -._ __ -..__-.___ -__...____ -. -. _-__. _-._.. -_ -___ Iii.. - - .... -. - -- _. - !I _ _. _- _ _-___ —�__ - r,.. : 8 50 _..». 100 110 120 10 _ `` 8 G 9 Q _ C'1 40 50 ; ('A HORIZONTAL SCALE BRIDGE FILE CITY 1"=10' OF CARMEL VERTICAL SCALE DESIGNATION Cj CD 8 SURVEY BOOK SHEETS Ln r.,--SIGNED, r!r,t� _ 9 - --- DRAWN: - - _ - 131 st TREET 36 �f 48 �t OS PROJECT .� CHECKED: CJ0 CHECKED- :�58 S SECT10N5 LINE CONTRACT rn,#�rlv ( hileider F;n inet.s in or p. 3:s!slr, Nk, r ( l i!»orf �' i sot. - - - ----- - _ _ 4P �:r cl f; Yj — — — — — — — — — — 875 I g -- - - - 870 865 I '� —— — 860 - 2 79 I -- - - E< - - 855 8 ,.,_�� _.. _ _. —. .. , -.-. -. 4.13 _qGY w _ G '�' �1 J Jsi. 1 0 80 fU I - - - - - -- - 870 X36._5 _ 855 855 - -- -- _ _- p 00 80 I t 0 f , ? 4 s 14' 36 870 870 - 0 - - - _ - - -- - --- - - -- --- — �._� — 1 ., -- — — _ I - - 865..�� a . --_ �_— _--___— T - 860 -- 860 - - - -- _ 855 I - _ � - _ __ � -_ _ - - - -- - - - _ __- - - - � - ---- -- - `i00 � 0 �.80 _70 ----60 _5c 4 .i ;,� _° 0 - � 0 t 10 gC 40 50 � � 70 80 90 a - - - - - - - - - -- - - - - _ - -- 870 865 I - - - 860 860 -- — -- - - - - - - - - �u - f - - - -- --- -- 855 8ws 5 _.. _! - - __.. —__ --__- ___. -_--- _. __._. � _._ _ _ —... __.. -- - -- - - 80 0 zj, 8 7 0 - - - - - - --- - - - -, n -- - - 8 1- - 860 860 - - — — - — - - - -_ - - -- --- - 855 r. 855 90 - - - t J ?�(- 70 80 _T C - y r;Pj .,_ i r i t r7 HORIZONTAL SALE BRIDGE FILE c; r V'EB��' AL SCALE �E�§GNA�i®N [1;(}[1 --- I, StJRVE Y BOOK SHEE 1 s - 7 �f NEB _ J8� S Schrwidw CONTRACT PROJECT 04—Q1 CHECKED. ,:, ...mm .9 ,i - it 3 111�-'1'1� �..�.�a l r.3(>,±.-1�-{ 1 �!�[!I t�f.1 9 7.i�m..�._ym�.-°.�.:.�»��..�o..._,..m.,.-...�»..,,.d...._.._-._..,.._.�_:�._...•..�».,.._..,....�.,..........,.-..._m.o.,... 6�,_._....�.._.�...�.....,.._..,�..a»-_,_.....�._.....,...._._�.:��._.m.»-��....,,. ,�._.:m.H,...., _1 �.� ,..aa¢.rm.a'a-se:.,eare- �c,atr_^.r.__«.-x�vs',u��.wa.esu� yore..-•• .a®••m ..m.•.:sassaa'�m'o�c. -•— •••"'°�.� _ •"'.-,•»•• -`m• m _ _— .m. -a+`nv.a,ra-rrartn:a_ww+aa.'icfaa:ac.um -,,.urauuue,.. .._roa.•cu�a.-.s. � .�l Y I i 1 - - - _ - - - -- - 865 I r.a 6 ---- - - -- - -- - 860 }. 7F, 80 , 815 - - - - - -- - - - - - - - — - - 870 - - - - - r -- -- - 870 f - - - - -- - - - -- - - - - - -_ - - - - -- - -__ 860 5 --- -- - - . - - - -_- - -- - - - - 815.E 1 0 ....._90.1 °80, y50 ,JE .'_ .>1J :L��s .�'"7 � r..d -_V -_ — }�.:'._ ._.oU._- .y:� � W 875 - -- -- - - - ' - --- - i -- - - -- - - --- - 875 870 0 - - --,_ - - - - -- -- h - — 870 865 _. --- --- - --- - -I _ - - - --- - - ; 865 860 121- ---- - --- - -- 860 855 i ---- - - - - - - - - -- - - - 855 -L --- - -- -- -- ---100 __90 ._80 70 —60 --50 0 C 30 40 50 f)0 70 80 90 8 7 J - - - - - - 875 - i 8)?0 870 860 - - - - �_ - - _ - 1 860 r) 855 L 00 - _ - - -90 —80 — 70 —50 _ 46 �C� - 'C - 10 10 1 sy 20 30 40 50 6 j 70 80 :-- - 875 875 870 - - -- 870 - - _ - 365 �. 860 - - - --- - -- - 860 X355 i - -- _ � - - 855 tD 1-co _60 5%. = .. Cr - _C? 1 +� 20 7,10 4.( 13 0 70 80 I� HORIZONTAL SCALE BRIDGE FILE LARNE 4 J� it I J1 li liillf�i�11i! � � �1p°10J� M! VERTICAL SCALE DESIGNATION 11 / - DESIGNED: - SURVEY BOOK SHEETS Schnekkw r9 �O hi 1 - ��Ae - - - -- 131 st STREET 38 of 48 c � � CHECKED: s� CROSS SECTIONS LINE " �oNrRA�� PROJECT P-t!,";I[1+'i' it;n ('pl'�). / IIUf]!i':i i7 �,'f'1 012)5(:1, , ;�ti�1)1', -.. -. _ 0 - - - _ - -- _ _--- 875 , - _ — — — — — L 870 6 tia a 3 — — — — — — _ _ -- -- 860 60 — --- — — 110 60 �;0 ` ;a � - 0 1 C) 4:j' 50 40 50 :3 its 80 90 i 00 a s } -- — — — — ' -- — _ a -- -_ --- - �u - - - -- -- , - - -;- -- - 880 860 — — ,_ — — -- — -- ---- — 3 —{- - — — — — , 6 5 0 }� � ` 120 . y 0 8 9 0 i 0 o F py - - - -- - - - - - -- - ---- --- -- 873 a�a—fir a' - - -- --- �]P 23 - - -- - - ---- �- - - --- -- -- - - I I - - y —- — -I -- 1— -- — — 865 - I 865 I 860 - --I -- - - _ -- --- - - - - -----! 6 0 ___80 __�0 60 -_50 - �`, ;0 - 0 _ r�j 0 (7 ? 0 40 50 60 70 80 90 100 110 120 130 4- U it — —— -- — — — — — — ---- — —— — — —— — — — — —— ° t= . � .�' � s 0 I " > _� �:g ' k `� �� k g g r-- �tf ._...✓....��. �. !R - b w"_j._.•s.�__�_7.. g�9 k` ___v.....>......._._.........._..v ... ...®-... -..Y..-...-..O-..x. - a-..-t...- U�.®..E$... - o. r U Q TI VE O L U. .. .M._ -a_ .._5 C + 1 Vol-, �bY� Yards Cu i rd� uar Fynet Cubic Yards� CUT UT Y !_ 11.97--loo �_ 9 C . te 0 222 e 26 51 ,92-A-TION W L y / ,I s 0.00 304.19 s „ ✓ d u , s w 04+50 10 � 3 4-'9 0' 71 .19 222.26 51 83.16 0 f, � 04 s � r ,11� 22.26 0 2�� s ' ,99 12733 2 5310.49 1 .90 60.79 224.1 7 371 ,28 , 1 a . e . . 97 1 =v 48.67 16.0 6 . 6 9.1 v32,r4 v 7 .1 a , �q__ }r 9�__��9__,._._,5- - __ - .__.__�m;_. .��_k _a_._..._,..__ .. -1 y_._v y Y_.___._ _. t..___ __"vr' ➢_°. 98+00 -__. v_0._.6_._7 -- _X_7.5-9 -- 2 !! . 95 5 4 9-84,50 ` � 5. 5 11 .55 267.95 y 2 6.99 5481 .69_1v. - .9 „ � � �. a 393.46 98+60 °9 g x55 99+00 2 11 ° 43.57 94.19 26.96 397.56 5516.9 9 19.75 511 .72 552 7.7.4 4. 10.7+0 65. 195.64 15.35 617.55 5543.99 1 F :yr � 107+50 49.08 1 35.43 2 96 5552.26 0 .) 6 2 _ v_ 9 16 65 GI, 0" ' 5 ✓ �07+0 191 X00 0 - 29,25 9.44 682.24 5561 .70 .3.4. 9u � 2a 6 y 2 ; �� 4°107 41 .1 ' awl , 50 (1 : �,a6 7 '19.81 6.69 702. 4 566,30 ` r �F + � 105+00 47.95 14,22 10 2, 00 w ,. ;; t � q0 ' 4 .00 222.2C _ 63 64 63 13.01 756.68 551 .3_1 108+30 50.38 9. �0 799.99 5559. 32 ,.� . ....__-h-_-_- .__ w.,�'r__`_-.__-n1-_.___z_ "____"1----_a....__.;�:-.-..--.:._-.- -_ a---.. --.__-_.1 f.J_.,.aU�;.._�".-mt f f fom,(:l f tlf,�t-I�,_•-a..f'1�1 ia_lr-. a-.---- - -, -._....�_..- 33.32 . " � rg � 39.59 1 0 +5� 102+50 r » � 69.46 29-.-T f -3---_4-_----.-- -_-----_----.---_-----._-859.48 59.48- _�- 5619.16 619.16 X 22226 20 r� 109+90 35.4 5 103+60 3,!�S 3:5 86 69.36 33.73 928.84 5652.90 222.26 9 39 45 t�2 1 03+4.0 0.,j1 2^G_ Q 1 79.55 24,13 1996.39 567 7.93 / _ 46 0 _ 03+1 '0.0 281 3 43.02 6.96 1951 .41 5684.0.1 � 0 9,99 1951 ,41 5664.01 NOTE: EAR 1-1-:i WORK VOLUMES NO—[ ADJUSTED 860 FOR .,ALIGNMENT OVERLAP- 675 8 75 rte- 865 21-66 5 69 (60 � 5 0 ( L 70 89 9 0 - "fi - 2 i t 01 �i -_ Al 880 0 8__0 865 - 3 90 100 ! 0 r 0 50- / J a 875, 665 6 660 ' '6 855 CO 80 90 _ - BR-ID-GE FILE SCALE 1f =10, GNAIIODESI CID N A SURVEY ACA SLEETS DRAWN: JB SICK . CONTRACT PROJECT SECTIONS 0401 L _ .., c..J O, 111 or "Y b i S w r 88 - - - Eli l 5 - 7 0 - . I - 865 -- - 865 .. I � t �, { -CAD _ 4'") 5 0 '? 0 5 a t __-_ _ _. __ "-.-_ __ __ a..u._.W...uru __•. _. j 865 - - 865 -- --- - - -- - -- - - - - - - - -I - __ - --- -- - - - - ---- 1 - - -- - 866 - - - - - -- -- - - c , - - r _ 860 2 30 40 50 70 80 90 100 w — �6 — 7 - - _ - - - - - _ - - --- - - -- - - -- - - _ - - - -- - -- ----- 870 865 - - - - --- - - -- -- - - -- - —- - -- — -- i -- --- - - - -- - -- _.._ 7D 80 90 100 - - - - E 880 _ I 876 865 - - - - - _ - - -- 8.6 ' ", �� -r ;( ;%e1 -)o 6 0 1.50 — — 87 -- - - - -- - - 1 - - - - - - - - - -- - -- - - - I 870 0 80 CD cl _ / � J ..........<.. _-_....... .............._._.........�„:._._ men .._.. .......evams.m, ..^ '_'___." .�'._. d HORIZONTAL SCALE BRIDGE FILE p is, io' y VERTICAL SCALE? �DESIOHAMPS H)O(l DESIGNED: S SB DRAW JB � SURVEY BOOK � — SHEETS 1 St STREET CHECKED: _� CHECKED: ®� 4� 5 CoPTRAOT PR�JEOT t _._. w 9 ti I IJ C_ _ ------ it - - - - -- t -- - _- -- - 8 7.� - -- -- - - - -- - - - ---- - - --- - - _ _ - - - - -- - - - 875 R 865 - -t- - - - - _ _ _ ----- - -- -- --- - J - - -- - - - - - (AD- 860 _ - - --- — r,. 8 7 w3 4- 0 70 80 90 100 t^ ti 875 _ - --- - - -- - - -- - - _ - 870 - - - -- _ - - -- - 86 - ! - - -- - - - -- - -- - -_ 865 i 860 0 - - a - - -- - -- - - 860 100 I)o 70 80 90 100 LD 88 -- - - - . - - - - - -- --- --I - - - - - - _ - - - - -- - - -_ -- - - --- - - 75 870 a - - - - - — -- j 870 1 865 - - - _ - - - -- - -- - - - - #� -- - -- - - - - --- - - - 860 010 00 - - - ( - - --- -- y� — - - - - - - - - _ — - -- - - - --- -- ---- -- 86 --10 90 `0 �3(� - Cl � �.� �� - 10 �.�� ; �� 20 0 40 50 �� 80 90 100 880 - - -- - - - - - 880 - - - -- - - --- - - .. -- - -__ - - - - i - --- -- - 860 -_--- - - - - - 0 ,r'' -�3'0 -- 100 860 --'100 __90 -__80 _._. I�"i _-�6 0 _ew�;0 __.;�,,) -_ ;� _.�E� __ t ;;� '�-, �� -0 50 70 - - 9 0 t 8)T5 — m a 8 d ,e..R 870 86.. - - --_ - -- - -- - - -_ -- 86 - - - CG, 9J - -- - - -- -- 860 �� __ � � w ., __ � ,_ - - - - - _ - - - - _ - --_ __ - - '� 86(� 100 90 80 G 60 �� Do __2C, - ! C: z? I ✓0 0 � I I HORIZONTAL SCALE BRIDGE FILE _ CITY OF CARL VERTICAL SCALE DESIGNATION , (tRUI t l'IC I 'ii,tjfi: � qn - . DESIGNED, 'S��5 A- . J BS_ _ -- - SURVEY BOOK SHEETS 42 48 q S Schrmidw, �' jrwil , l.il il]e; i is t� it'�, li� n)� I,, �l �tr ;111 ECD° CHECKED- , J�� -- CONTRACT PtUJECT - - Li I _- VOLUMES Cp y U A �� yy VOLUAfES 8 _ uare Feet Cubic Yards Cubic Ivards CUT FILL - - - -- - -_ - - -- - - - � u - __�..e- -_ - _ _ ____ : -_ - ---- i TI _ _ - - -- .r� . - - _- - - - -_ � 110,E-4 - - -- - - - -- - -- f -- - - - - - - - -! - - -- - -- - - -- �d �- - - - - - I- - - - - - - - - - - - - - - ,� 10.3�� 56.6 10.33 - - -- - -I -_ -- -- - - - - 1 7 {�� ° 0 00 1 °�! 72 - - --i-. - _ - .. . i.00 � - - - - - - -- _ -_ -- - - I 9 . 6 1 ..�� 1 y - - - - -- - - - - - - - - - cY - - - - - - - - - - _. -- - - - - -- -- - - - - -_ - - I 1 0.00 1 -- - -- -- - -_- -- - - - - - 3 r - - -- - - - . - -- -- - -- - w 2.64 °y �g 229.07 � i �0 9 - I I I � 141 .36 40 _ i � � 6 LL - 0 .y..:? 13;0t} 11 -P �� 0.00 i 69 � � _ _�� ._ ��' 0.00 ° 85.63 15.62 388.17 0.00 160.8-1 - - - - 0.`00 102. 79 15.62 490.96 11 +,..99 0.00 212.12 I � P 88 140.29 +�9 631 .25 11 . 7 1 49 -_- - ° - -_-_ a 7. �1 158.48 41 .20 7 9. E 1 12+00 11 .15 245.46 �- -� - 6 1 .66 1. 9�a8s4 00 258.64 � � . 0.00 230.4 47.84 1198.88 12+50 0.00 q -- ---- ,- -- - - - - 0. 35 220.09 48.69 A - 1 .89 -- - 69 : 4�18.9� I- - - - - _- I �s4�n - �� ---- �-_--�- -- - �_ �39.6 + 6 .95 150£x.6 i . 82.36 ..� 00 26 01 a ��, - - - -- - - - -- --- - -- -- - -- _ -f __ _ _ 33.30 w1 .42 -_ �__ - 96.24 154-0.03 --- - - - - - - -- - - - - - - 13+ m � �.�J 36, 6 4-.� --- - - -_ -_ --- - - - 1 - - - - - - - -- ---- 86 t 32.8 30.77 1 29,13 a 5 0. 79 -- - - - - 13+50 25.41 - - - e -, - --- -- 103.65 0.00 0.00 129.13 1570, 9 NOTE: EARTHWORK VOLUMES NOT ADJUS]"ED OU 90- I 10 FOR ALIGNMENT OVERLAP. - _ a 86 t - - 860 - 1 r 4,(ri ;e`� �..50 __40 30 - - , _ - - - -- - - -- _ -_ J 0 i { A p - -I - mac-' _- E_" J - - 1 870 - - r. _ - - -- - -Jj _ rte- -_ OG .. � _�..._�0 - - 5 V ___` Iry - J -6 _.- 40 11 �, 1 �. %0 B 0 100 t.. - -- -- -- - -- - -_ - - - - -- a , 86 860 .-. 0 ---6?0 _ _ ( g - A j 8y p 100 _. �..i 21.1 1�_P = f-J\-,C o HORIZONTAL SCALE BRIDGE FILE d 1"-108 :t'1 �.,. VERTICAL SCALE DESIGNATION t1 - N/[V> .._.._, �a®sY6� Schnek6r 131 st SURVEY BOOK' � � I-�- _--- - SHEETS f ;ft i t�rl, .�, �, , �,.F. ��n �tne,+t,t��• �� l_ir,',i�.�. _-s_ � CHECKED- _ 43 CHEC EO: �� OEU� CONTRACT� ' PROJECT .C_ -T c� � N tut - - - _ - p 87.E . / is "'(_. Jf loo I L 5 - - - � - -- - -_ - -, - - - -- - - - - tB65 a. .w•, 1, •a _., . _ ___�_ - �"°_, _. �`ti r '7 9 Z 5 0 70 80 90 100 110 0 1 2 0 130 -.1 10 __ 9' 8 ;' 6 12 0 t i _ x v - - - j 870 865, +W Syr t -- - - 860 I x , 50 40 AREAS VOL UA lE5 CUMULATIVE" 'VOLUMES are Fee 1 Cubic Yards Cubic Yards 4 .. e X6.57 0.x;.0 26.57 0.20 - - - - _ - - - -- - - 07.5,011 2&70 0.31 � __ - - - - -- - _ - --- - - - - - -- -- 875 48.48 .59 75.06 2.88 8,�°� -- �. 23,66 47. 14 8.ra7 12. 10 1 . - _._..�._. 10 .48 , 0,0 2.26 68 - - ° a.. - - - -- - - - - 0 ,;. a --- - - - ----- .- �. m._ .25 3. ib a 305.0,E 25. E -- - - � � -- - 86 - 865 r r . 0.00 0.00 305.0.E 25.26 i 0.00 0.00 305.E 3 25,22 -_ _ - - --- - - ---- - B�._.,_... �200+50 5 - 20 20 30 4-0 �. . _ / 0 �y maJ u m 8. 77 653.55 a 33. 8 p ` 8.888 8 .�..�. _ _ w SY 4y �r i r 4 � 8 95 a 166.54 40.01 820.08 183.89 3 ,:5, 56.40 15.09 876.48 198.08 t Vii_;" � ,a qF> <� s . �..,._._ . 0.00 876.48 9 8.08 - � 875-- - - - cf. _- - 'EAR-1-HIWORK VOLUMES N07' ADJUS-FED FOR AL�GNWEN'T OVERLAP. - -- - -- - -- _ - 865 4 20 40 50 9 7 J - - - - - 75 CIL - _ 70 870 - _ � _ .. _.. .'°°.rte _ _.._ J) 865 : f L-.al. 860 60 .._. _ -.. .. 7 4 80( :- J \_ _...._.. _.-__.�.a:�rw.<®---_ __ � _ _..__. __-_ _._. ,.i�.,.w --•- --°.u�.:c�:im.m.._..,. xa...�-aW..vsaau:.:.ae.svy.� � m.rss____' -_."'®"°m�m'°" -._;u:s.,.�.e:. �,.r�. __ __ _ _ -_ __-__. .._�,®...�..._._. HORIZONTAL SCALE BRIDGE FILE ti 1"=10' - VERTICAL SCALE � DESIGNATION mm _.. --°-- - SURVEY BOOK SHEETS S3�)O iS ' z �# IvN� � `� � . 1 1 st °�r ;��:r. rti i �f 48 CONTRACT PROJECT d- `l ,. •.��._,_m -=�,.-�:_� _-r_�:.. � L.._��«:��.__�.__�.._�_.V::�..�_...�,._6:�b..,��.�s, . _.��, ,.. �,,�.�_,�,�,_.�_.,_,�_��.��. _�.._.�..v..=___._..�,.��.«��.,_..�.��__�__,..�_�.x_=____,�_.s,_�m.�..�—__�s,.,_ rv..�.;.._ ._�.__.._....�.�__r�..�.,._.,,_�._e.�_..�__�a.�,�.��x_.�=s,__._.�.�>_�._�..�.�....�_...��. .__�_.�-5.- ,_s__�_ �s__�__.�. s�,_r.�_„b.,�..._. .a,�_�...� - �.,��._.�._��..��...�,��.�,� , _ �. �.- - ��.�._-._..�,.��.�. �.,_ - - � - 6 r - - _ ,h _ - ��. _ - 875 "� - 8/0 4 _ � I 1 I _ I — — --— it — �•_s tr JI 2 C) 50 t rl ki - - - - �7J — II i i ;_ — -- +— i I i rc� - - - 8 ro _ _ - 865 860 ---- --- .. _— .__. _-- -. __ _. _. - ,_ _ �•:• '(....� .. __. I III , r — — �_80 _70 5. . _r i 0 C 0 30 40 50 �� 70 80 6 t _•�C — �:�s tJ - � l `t 875 875 - - ; - - ---- - 870 __ _ _ ._. ,�' -- — 870 od 865 ---- - - - -------,- - -- -- - - -- --- - - --,- - - -- - - - - -- -- - 1 - - - - -I- - --- - - ---- 86 5 ,E 860 - -- _ - - - - --- - - -- -- 860 � 70 80 90 I tl 9� 6 54 875 I } 870 --- - - - _ - - - - - - _ - - mom. - - - _ _ _ - - 86 86 I - - -- I ao- �? � _ 1q� E a'� i _," y i '_� ? ',. ) :_)0 1,0 70 X30 90 100 `� 10 120 1 �0 `� 40 `� 50 - 1 4,J J _ R. - -- - - - - --- - -- - - 875 - - -; --- - - - - - - - ---- - - - - -- r 87 — — — — __ -- 865 - __ _.. -__-_. -------_-__ _ _. _ _. —_. _. --_.__ _ - 865 I I i 20 --- e � L,► -�1 0 -�9�, ..__80 --.� —�� `�� , � 0 80 0 ! 00 1 'i �, � :�.0 -1 .��'� j �iORIZON TAL SCALE BRIDGE FILE q 1 9 1{3' j )O L b VERTICAL SCALE DESIGNATION j jli;ll<<ilU ! flc!ili 1°'=10' SURVEY ®ODIC SHEETS DESIGNED. Schnekier - - _ - - _-- 131 st STREET 45 of 48 s ry n CONTRACT PROJECT CHECKED- OJO GHEOCrO° Ss8 CS �ECT �� S � E � * 1' 04-0 U"lei1 �i CJl111 i u "7 r f r u Y e p Yl 880 - - - -- -- 880 - . 875 i I - - - a fy� 7 86C 3 - _ Co I 880 - - - - - - ---- -- - - -- - - - - I 880 - 1 8/7 - - —, - - ---- ---- - -, - - ! - --- -� 870 CD 86 - - - > - -- -- :: -- - -_ -- - - - - - - - - -- 865 OC 1 (� --8C -- 0 ✓ � � a r� C -{ _ 0 70 80 00 100 1 ,10 120 130 140 10 880 - - - - - - - - - - - - -- - - - I - - -- - -1 __ _ -- - -- -- --- - 875 - - - - - - -- - - _ _ - - - - --- __ - ---- - - - - - 870 LN 86 5 1 - 03 CC 8 6 5 0 10 t � 4;� -- -� 0 40 50 60 70 80 00 100 110 120 - 1 - -- -- - -- - -- . d� �---6� --�:�0 ___� � _. p._ _�` �._ �� t .�0 140 150 880 - I - - � - - -- 875 870 -- - 870 86 - -- -- - - - - - - 8 - R co --r - - - - -- - - —90 --80 D r �a.� r _ C, a -0 40 50 ; 70 - - - 880 - - - - - - ! - - - - - - - - -- - - - - - - - - 88t '37 -- 8't 5 - - - -- -- - - 870 865 - - - - -- CIA N - -- - I _ - - - 0 - 4 0 5' - - - - 6 70 80 90 100 11 - - - - -100 •-00 -�-80 ---70 C�t� -5t� t: °� �-, ✓ _� _. 0 �} � 0 120 150 140 150 "-_ _ � � -. _ ,M ..a,,,,n ,mod.min..Mw-.W,:�..:.�.a.<,...a,..E�:n.��.�-.�.��,, ..�..•..�.��,.��,�..o.,�...-. __..,�,�,®,,,., .,.,,,,� HORIZONTAL SCALE BRIDGE FILE 11 '�lii' C Vi'I i,l'i f' ��(1[1 11=109 kCITY OF CARMEL VERTICAL SCALE DESIGNATION : t SURVEY R(�al< SHEETS -- - 46 of 48 CHECKED. �C'jo CHECKED S0 CONTRACT PROJECT �_._,._....< -__-- -_ 1 _..11 .c:' t, ,,-,1Cltit�l111,_. OI'�). t,Ul,6(':!, '�:i.,e'f, •. II�S,i±) , `''°� � EC`� N LINE - _ _-- �. 04-01 _ - -- -- - -- 880 875 - - -- -- - - - - - - -- -- — c — — — — — — -- — — -- _ ——— — — --— — — --- --- 1 : - -- - - _ - _. _t., 9 � e 140 15 _ 8 C 90 1 0 w 1 C ° - 880 , tl 880 87 - - - -I I , — 8733 - - - - -- - _ - - --- - - -- — - �' - — -- — -- --- 8 r -_ _ I e.w� tv i — hC� t�- 80 00 10Y 3 110 -120 ,�o '140 15o f o� CCJ ` IY.) ,y 7 _ �_. �� -- -- - _ 880 880 - - - - - ---- - -- -- - -- -_ - - -� i_> �L..A -r� I1I -- _. - _ 0 1 . 0 0 `�0 70 80 90 100 110 --_. 100 -_9 0 -.80 - ;'�, '---6 0 ----50 _ g , r f.:b 1 t ' 0 - -7 F::, - -- - - 880 880 _- _ --- --- t- ---- _- -I- _ _-- _ - - -- .--- --- -- - - -- - - _ - - - - _- ---_ - -- -- - ---- 875 - - -!- - - - - r - - -- - - - - - 4— 870 70 _ - -- - - -- - ---- - - -- - -- --- - - --- - - - -- � 855 _—_..._i 1 0 120 130 L 70 80 90 100 00 go - 30 -70 C C l 880 880 -- -- — — 875 i _. .,.. ._ -_ I , I - - - --- --- -- - - - - -7C, u �,�, 90 10C) 1 , 6 1 __0 1 SJ �0 150 1 C)C� 9Cg �C to 1 Io 8Q —_1 8 -- ! -- (365 - - - - - �� - -- - - - - - - -- - - - a - - - - - _ ax; ! ce - - ; _ -- _ - - - - - _ -- - - - C 9 1 oC� - CCj --8(i - . t..) _�iCS �1` _�-C J 4?0 _ d C. � � '? � :� U.. � �o 50 �`G� 8G 90 00 11 C� 1 �.C) 1 ��0 140 1 �o _ _. 7 d ;} , y J -. ---- - HORIZONTAL e SCALE BRIDGE FILE -, �F C , =10 VERTICAL SCALE DESIGNATION SURVEY BOOK SHEETS q I� -0LSI'GNCD, SSB DRAW CBS -_ � 47 Schnek1w, CONTRACT PROJECT VN N CC KD GJ0 CHECKED` ,SS S S 04-91 48 i uri!itr,Ir .�( fits�'tt)i•t' r,';r(t1U°r!'iTl!� f'Or].. � l,l'llii':�.. tIC1Cf E)tiOli i.: L�tirit . � — _ 9 ap ' _ _.,_ ..,�...�:..__..,.:.._...-_.,.�—._.,a.,.,....�-__._...._. .�,—.,._.._..._'...,--.,..: ,.._..._:..._..n_-....,.—.�..�:-.�_.�._a,..,..E ,..,__...,,..__._..�._�.....�r:......�......_..,.__-....—.:.r_.........._.:.._ss.�......._....� _...,�.._.��...- .._....,.—�..,_ _ __._ _. .a.=—ems. _ _ .a._................�..._......_.: _____-__�..�N ear _Y_ F A F? ._ UT Q� 6 ai'"J ,.,�,5> .yl J tlb�,.a°n d yJ D�p J j�,.�,•r 1�.yy I' y d g Y .,>r.K 1 _ r° �dJ _ _- -. . h -- �2�.+ �a� Q �0 a �.� �"% tJ0 +�1 ) ¢ 4-0; � 4 0 � ,u _ p "4 ��8 � 9 � 94.94.... y_ s 1 1 � 12 8 S4. I _� 81 8 104.513 301 ,85 50.05 351 91 ' 999 ..._.... ... ._.......� _. ._.u. „ y Q 10 38 6(5 14-9-97 388.5;5 0.6 x7 93,56 - 4 ,�� 9 ry5. , 7. � � e . 7 �Y �) 8 '� .37 94 k �_ /<� 8 6 5— Y 18s 0 8 ` )o 18 cj8 � 53664 Q Q 880 - -- - - - - - - -- - - -. - - 880 875 t- i r — - y - - - -- -- -- — - -- --— - 870 865 414 ..L —_ --- W._'100 - 90 _w 80 /0 unit::= _. �; ,;gip i = "' ,_, p - - --- - -- - - -_ __ - -- - - - - -- ---- - _ J 1; � � 0 o �,0 30 4 0 50 60 710 80 90 100 110 120 130 140 150 880 - - 880 875 - - -_ - - - - - - -- - - - ----- --- -- -- -- _---- - —' - - 805 - - - --- - -- - - - - - - -- _ i _ -- - - - ---100 —90 —80 - .��...� —60 -'--50 _..�r _.,::s�� ...I 0 2 0 30 40 50 60 70 80 90 100 110 120 130 140 150 880 -- - _ - - -- - - - - - - - — - f -- I - _ IL - - - - -- 1 - �� - - _ - - - -- - - --- 875 - - - -- -- - - - I 870 865 - - - - - - - - -- _ - -- _ {pia Go - r - ---- - --- - - - —.80 -- 0Ci t� - )C -- +ir g � .__ _. 30 4-0 50 J 80 90 100 1 dC HORIZONTAL SCALE BRIDGE FILE 1" =10° VERTICAL SCALE DESIGNATION =1 Schrmidw DESIGNED: SB DRAW -- - - 131 5t J EET SURVEY BOOK SHEET 48 of 48 CH`�,CKE®. CJ0 CHECKED; S8 * CONTRACT PROJECT j".Ji'Sa1(7�Y �C1 [e�'i<]t:t �.,1:M111PE'T'lli (:(lY'ji / liU� �('.Il.. hINVPY', r�iki,ti(551 l�tir)r. —_—E. _ ..._ . _._.. _._ .__ SECTIONS LIN