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HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Intersection.3M L K J H N F E L I] C E II b / \5 R-11 'R S, �gx 5 R-1 l ++3+ BR -13 3+1 0 \ 97.3589 BR -18 1' BR -12 55' R/ I 38' 23' 15' 20 8R-9 STA 1+49.77 LINE "B" ; 15.00' RT MMTC BR -10 STA 1+28.21 LINE "B" ; 19.98' RT ®TC BR -11 STA 1+28.21 LINE "B' ; 23.00 RT ®TC afM STREET y I IU HOLEY MOLEY SAYS "DON'T DIG BLIND ASSUMED NORTH SCALE; 1"=30' BR -23 STA 0+46.55 LINE V; BR -12 STA 0+13.21 LINE "B'; 23.00' RT ®TC 16.00' RT BR -13 STA 0+13.21 LINE 'B"; 20.07' RT STC ®TC BR -14 STA 14+74.67 LINE "A", 19.00' RT ®TC BR -27 STA 0+13.33 LINE V; BR -15 STA 14+59.41 LINE 'A'; 19.00' LT ®TC 12.11' RT BR -16 STA 14+59.41 LINE "A'; 15.00' LT =TC [STC BR -17 STA 14+64.41 UNE "A"; 10.00' LT ®TC 1aR BR -18 STA 3+03.79 LINE "Ir!"; 11.93' RT =TC BROAD STREET BR -19 STA 2+96.72 LINE "M'; 9.00' RT ©Tc BR -35 o� BR -19 �� 895.8$ M BR -20 STA 2+93.08 LINE V; 9.00' RT ®TC BR -21 STA 2+88.75 LINE V; 16.50' RT ®TC OX1s�\� BR -22 STA 2+95.96 LINE "N"; 29.00' RT ®TC 43 BR -16 9.00 LT fI.�DTC BR -15 BR -37 \5 R-11 'R S, �gx 5 R-1 l ++3+ BR -13 3+1 0 \ 97.3589 BR -18 1' BR -12 55' R/ I 38' 23' 15' 20 8R-9 STA 1+49.77 LINE "B" ; 15.00' RT MMTC BR -10 STA 1+28.21 LINE "B" ; 19.98' RT ®TC BR -11 STA 1+28.21 LINE "B' ; 23.00 RT ®TC afM STREET y I IU HOLEY MOLEY SAYS "DON'T DIG BLIND ASSUMED NORTH SCALE; 1"=30' BR -23 STA 0+46.55 LINE V; 29.00' RT ®1C BR -24 STA 0+39.04 LINE "Irl"; 16.00' RT ®TC BR -25 STA 0+30.38 LINE "Irl"; 111.00' RT ®TC BR -26 STA 0+24.03 LINE V; 11,00' RT ®TC BR -27 STA 0+13.33 LINE V; 15.48' RT ®TC BR -28 STA 29+62.70 LINE "K"; 12.11' RT Z=TC BR -29 STA 29+57.74 LINE "K"; 17.11' RT [STC BR -30 STA 29+57.74 LINE "K"; 32.00' RT STC BR -30 HORSEI=ERRY \ � k 5'R R-29 , • \ \ TC TC BR -23 -28 7 00 R-2 0� s X�� � / R-31 STA 29+57.71 LINE "K'; 32.00' LT ®TC 15.00' LT MMTC 15L15 [- 20' N \ \ \ \ \ \ \ \ \ \ \ \ C) Of BR -34 STA 29+68.43 LINE "K"; 12.00' LT ®TC Existing Contour BR -35 STA 29+75.50 LINE 'K'; 14.93' LT ®TC 38 BR -20 LINE V 2+00 o.00 qW 1 +00 �,.. BR -24 BR -25 0+00 ®TC 1aR _ 25.00' LT STC 12.5' MARKET 4.70 BR -20894.72 BR -35 o� BR -19 �� 895.8$ M BR -3 1C JS'R "trf' BR STA 0+ .00 LINE V BR STA 2+88.00 LINE 9.00 LT fI.�DTC BR -37 9.00 LT ®TC 6015O' R W " ' BR STA Of 36.00 LINE50 ---- ' - - RSTA + 4INE 15,00' RT ®TC 15.00' LT MMTC 15L15 [- 20' BR -38 STA 0+30.71 LINE "J"; 35.00' LT ®TC VSTA 1+08.34 LINE "B' - - BR -39 STA 1+20,71 LINE "J"; 35.00' LT ®Tc 00' LT ®Tc BR STA 1+14.00 LINE "J" o CD ^ 15.00' RT ®TC + - BR -40 STA 1+20.71 LINE "J"; 20.00' LT ®TC I coBR STA �0+30.00 LINE "L" BR STA 2+88.00 LINE "L" �S;Q IBR-4u1� ~ BR -41 STA 1+25.71 LINE "J"; 15.00' LT 8' � 9.00 L , STC 9.00' LT ®Tc ®Tc (TYP.) jMR=TC BR -41 BR -11 0+00 +Uo UNE *L" 12.5 2+00 TC=894.63 BR -49 3+00 3 1$ BR -10 897.35 R-5 BR -6 BR -7 695.85 3 WEST NEW TREET BR -50 894,60 (:89::,.7 2 BR -9 R-4 - 6R 1 R BR -4E BR- 51R BR -1 R _ BR -52 5'R `>9 'P BR -2 M&M TC M=TC 00 BR -45 BR -1 STA 1+56.26 LINE "B" ; 23.00' _T ®TC BR -45 SIA 1+66.90 LINE "J"; 32.00' RT aMTC BR -2 STA 1+56.26 LINE "B' ; 19.00' LT ®TC BR -46 SIA 1+66.90 LINE "J'; 19.00' RT STC BR -3 STA 1+51.26 LINE "B' ; 14.00 LT ®TC BR -47 STA 1+61.90 LINE 'J'; 14,00' RT ®TC BR -4 STA 0+15.58 LINE "L" ; 13.39' RT ®TC BR -48 STA 2+98.13 LINE "L"; 11.93' RT =TC BR -5 STA 0+26.18 LINE 'L" ; 9.00'RT ®TC BR -49 STA 2+91.06 LINE "L"; 9.00' RT ®TC BR -6 STA 0+29.23 LINE "L' ; 9.00' RT ®TC BR -50 STA 2+82.68 LINE "L"; 9.00' RT M213TC BR -7 STA 0+37.89 LINE V ; 14.00 RT®" BR -51 STA 2+78.35 LINE "L'; 16.50' RT ®TC BR -8 STA 0+46.55 LINE 'L' ; 29.00' RT®TC BR -52 STA 2+85.57 LINE "L"; 29.00' RT ®TC NEW MARKET STREET, EAST, WM & SOUTH �P R-39 8R-42 STA 1+58.36 LINE "J"; 12.85' LT JPXTC BR -42 $R-44 BR -43 STA 1+66.90 LINE "J"; 16.39' LT ©Tc ��� BR -44 STA 1+66.90 LINE "J"; 32.00' LT ®TC 19 1 1 "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 14 15 BR -32 STA 29+57.71 LINE "K'; 17.00' LT ®TC BR -31 BR -33 STA 29+62.71 LINE 'K"; 12.00' LT ®TC BR -34 STA 29+68.43 LINE "K"; 12.00' LT ®TC Existing Contour BR -35 STA 29+75.50 LINE 'K'; 14.93' LT ®TC 38 oao.o0 New Pavement Grade o.00 All Other Finish Grades BR -36 STA 0+20.71 LINE "J'; 15.00' LT ®TC K BR -37 STA 0+30.71 LINE "J"; 25.00' LT STC BR -38 STA 0+30.71 LINE "J"; 35.00' LT ®TC VSTA 1+08.34 LINE "B' - - BR -39 STA 1+20,71 LINE "J"; 35.00' LT ®Tc 00' LT ®Tc BR STA 1+14.00 LINE "J" o CD ^ 15.00' RT ®TC + - BR -40 STA 1+20.71 LINE "J"; 20.00' LT ®TC I coBR STA �0+30.00 LINE "L" BR STA 2+88.00 LINE "L" �S;Q IBR-4u1� ~ BR -41 STA 1+25.71 LINE "J"; 15.00' LT 8' � 9.00 L , STC 9.00' LT ®Tc ®Tc (TYP.) jMR=TC BR -41 BR -11 0+00 +Uo UNE *L" 12.5 2+00 TC=894.63 BR -49 3+00 3 1$ BR -10 897.35 R-5 BR -6 BR -7 695.85 3 WEST NEW TREET BR -50 894,60 (:89::,.7 2 BR -9 R-4 - 6R 1 R BR -4E BR- 51R BR -1 R _ BR -52 5'R `>9 'P BR -2 M&M TC M=TC 00 BR -45 BR -1 STA 1+56.26 LINE "B" ; 23.00' _T ®TC BR -45 SIA 1+66.90 LINE "J"; 32.00' RT aMTC BR -2 STA 1+56.26 LINE "B' ; 19.00' LT ®TC BR -46 SIA 1+66.90 LINE "J'; 19.00' RT STC BR -3 STA 1+51.26 LINE "B' ; 14.00 LT ®TC BR -47 STA 1+61.90 LINE 'J'; 14,00' RT ®TC BR -4 STA 0+15.58 LINE "L" ; 13.39' RT ®TC BR -48 STA 2+98.13 LINE "L"; 11.93' RT =TC BR -5 STA 0+26.18 LINE 'L" ; 9.00'RT ®TC BR -49 STA 2+91.06 LINE "L"; 9.00' RT ®TC BR -6 STA 0+29.23 LINE "L' ; 9.00' RT ®TC BR -50 STA 2+82.68 LINE "L"; 9.00' RT M213TC BR -7 STA 0+37.89 LINE V ; 14.00 RT®" BR -51 STA 2+78.35 LINE "L'; 16.50' RT ®TC BR -8 STA 0+46.55 LINE 'L' ; 29.00' RT®TC BR -52 STA 2+85.57 LINE "L"; 29.00' RT ®TC NEW MARKET STREET, EAST, WM & SOUTH �P R-39 8R-42 STA 1+58.36 LINE "J"; 12.85' LT JPXTC BR -42 $R-44 BR -43 STA 1+66.90 LINE "J"; 16.39' LT ©Tc ��� BR -44 STA 1+66.90 LINE "J"; 32.00' LT ®TC 19 1 1 "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 14 15 Revisions #I.- ` 4&\1 H LA o �� r 'G1STfgfO� � N0. 9800085 -0S TATE OF Q / �0uurwnppU����� CERTIFIED BY TM DRAIW AND THE IDEAS, OES W AND MWUPTS CONTAINED HEREIN AK THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODiJ= N *40LE OR IN PART, VITHOUT THE OTTEN CONSENT OF THE S041DER COI"ADON. 1999, The Schneider Corporation The Schneider L: Cwporalon 12728 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS a LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Mayor, Gibson k Assoc. BRENWICK DEVELOPMENT CO. Village of 'festClay Section 3004 INTERSECTION & CUL-DE-SAC DETAILS Date Project No. Drawn Approv. 03/19/99 1 1238.3004 DCC H G F E D C 0 Computer Files Sheet No. A ,k\1238\3004\dwgs\C303.dwg XREF: 1005bs.dwg (C 3®3 XREF: 3004bs,dwg XREF: Wid-bs.dwg XREF: W4-bs-e.dwq LEGEND - Existing Storm Sewer M - ---- - New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour _ X ;• 1..k v L Existing Elevation w/ description oao.o0 New Pavement Grade o.00 All Other Finish Grades Flow Arrow K Revisions #I.- ` 4&\1 H LA o �� r 'G1STfgfO� � N0. 9800085 -0S TATE OF Q / �0uurwnppU����� CERTIFIED BY TM DRAIW AND THE IDEAS, OES W AND MWUPTS CONTAINED HEREIN AK THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODiJ= N *40LE OR IN PART, VITHOUT THE OTTEN CONSENT OF THE S041DER COI"ADON. 1999, The Schneider Corporation The Schneider L: Cwporalon 12728 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS a LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Mayor, Gibson k Assoc. BRENWICK DEVELOPMENT CO. Village of 'festClay Section 3004 INTERSECTION & CUL-DE-SAC DETAILS Date Project No. Drawn Approv. 03/19/99 1 1238.3004 DCC H G F E D C 0 Computer Files Sheet No. A ,k\1238\3004\dwgs\C303.dwg XREF: 1005bs.dwg (C 3®3 XREF: 3004bs,dwg XREF: Wid-bs.dwg XREF: W4-bs-e.dwq