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HomeMy WebLinkAbout05030006.25w w Cn Q cD z Q ST. JULIAN STREET I BR STA 28 +35.15 LINE -G 14.00 RT 908.07 TC =GUT I i bN JIA I0t1Z.J+ LIINL -L 14.00 RT 907.88 TC 907.38 GUT TC= 907.60 BR STA 16 +12.54 LINE -E 14.00 LT 907.88 TC =GUT BR STA 27 +57.15 LINE -G 14.00 RT 908.07 TC =GUT ST. JULIAN STREET LINE -G CONGRESS STREET & ST. JULIAN STREET e SCALE: 1 " =30' c3oa -:R:: 32 +00 Ai, ° 908.34 1 1 I BR STA 32 +05 69 LINE -G = yUO.UJ ri 2 + -44.69 - - 08.03 0 A//// - W W Qff W � I w C/) Z w U � z L ov BR STA 5 +82.00 LINE -F 909.36 TC 14.00 LT 908.86 GUT BR STA 14 +50.54 LINE -E 909.61 TC 14.00' RT 2SR 909.11 GUT W w Qf - - - - -- 15 +00 Ln 908.46 N ° A (D I I I U I I I BR STA 14 +50.54 :LINE- t 90 TC 1.00' LT =GUT BR STA 5 +04.00 LINE -F 909.42 TC 14.00' LT 90)GU T BR STA 3 +69.00 LINE -M 908.01 TC 24.00 LT =GUT BR STA 35 +61.01 LINE -G Ah 906 98 TC 14.00 LT 906.48 GI I I I BR STA 32 +83.69 LINE -G BR STA 35 +61.01 LINE -G `tip' 908.30 TC 14.00 RT I- w I J :--� w - - - - - -- �i `? 35 +00 311105 - -- --- - - - - -- 33+00 _ 218 _ w f - co 908.41 N ° 14.00 N 1 908.30 TC =GUT 906.98 TC 14.00 RT 906.48 GUT c� XREF: 6001- BS.DWG XREF: 6002- BS.DWG -- - -- z z - -- - -- I I I BR STA 32 +83.69 LINE -G BR STA 35 +61.01 LINE -G `tip' 908.30 TC 14.00 RT I 311105 1238.6001 L I 218 I O INTERSECTION & 14.00 N 1 908.30 TC =GUT 906.98 TC 14.00 RT 906.48 GUT =GUT XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PINCKNEY- BS.DWG C I F F 1 907.92 TC BR STA 2 +91.00 LINE -M BR STA 7 +34.00 LINE -F Cfl III I BR STA 7 +34.00 LINE -F =GUT 24.00 LT 907.57 TC 14.00 LT A =GUT O �� j 50' /W 14.00' RT' 907.57 TC 907.07 GUT BR STA 2 +85.00 LINE -M t w o Cz W 908.33 TC 6.00' LT j + 0 =GU BR STA 2 +32.00 LINE -M I I I A FORSYTH STREET LINE -F M AN I GAU LT STREET & FORSYTH STREET 4 SCALE: 1 " =30' c3o4 908.67 TC 6.00 LT =GUT II FORSYTH STREET I I 2 8' I F F I 1 50' /W C) �_ I BR STA 5 +82.00 LINE -F -I- ai 14.00' RT 909.36 TC C-0 o°, 908.86 GUT I I BR STA 13 +72.54 LINE -E A I 14.00 RT 909.70 TC 909.20 GUT LLJ W \\� - -- --------------------- 14 +11.54 14 +00 13 +00 `' 01D 4 - W z c) 909.92 A N ° 909.09 J GUT 909.3 �- -- - -- ---- - - - - -- - -- - - 1 Z + GUT I O Ln 909.40 i CD Q0 � I 1 I + o I BR STA 13 +72.54 LINE-Elo _ Ln °' 14.00' LT 909.70 TC =GUT 218' - - F F I BR STA 5 +04.00 LINE -F 14.00' RT 909.42 TC 50' /W 908.92 GUT I I I I III NII + II!II 1 1 1 FORSYTH STREET LINE -F CONGRESS STREET & FORSYTH STREET SCALE: 1 " =30' c3o4 PINCKNEY DRIVE III IIII ' IIII III PINCKNEY DRIVE LINE -M MANIGAULT STREET & PINCKNEY DRIVE SCALE: 1"=30 BR STA 3 +69.00 LINE -M 908.01 TC 24.00' RT (=GUT BR STA 36 +59.01 LINE -G ' 906.98 TC L4�00 g�T7 48 GUT BR STA 36 +59.01 LINE -G Qn�7T BR STA 2 +85.00 LINE -M 908.33 TC 6.00 RT =GUT BR STA 2 +32.00 LINE -M 908.67 TC 6.00 RT 908.17 GUT 5 C304 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN IN PARENTHESIS) ARE CORRECTED ELEVATIONS. 6. NO TREES, SPRINKLER SYSTEMS, SIGNS, LANDSCAPING MOUNDS, OR OTHER SUCH AMENITIES ARE PERMITTED IN THE STREET RIGHT OF WAY. ST. JULIAN STREET � I I q8' 2 1 BR STA 26 +05.15 LINE -G 01 F F i 14.00 RT 907.00 TC 906.50 GUT I 50 /W BR STA 1 +39.00 LINE -K 0 14.00 LT gp6.26 TC I 905.76 GUT -i 1 -- - -- NI a°� CD I 1+00 A TC= 906.09 2 +00 00 W N � Ln o z 1 Q0 906.73 TC=906.09FL N- - -- - -- - - - - -- Q Vj' BR STA 1 +39.00 LINE - K 2 P 14.00' RT 906.26 TC F 905.76 GUT 50' R STA 25 +27.15 LINE -G cD a, I 14.00' RT 907.00 TC D I 906.50 GUT N � ' BLO I ST. JULIAN STREET LINE -G ALCOTT STREET & ST. JULIAN STREET SCALE: 1"=30' 3 C304 ASSUMED NORTH SCALE: 1 " =30' HOLEY MOLEY SAYS "DON'T DIG BLIND DIn "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 FHE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UJ.�1�J�L1T Existing Storm Sewer �-�- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer �- 009 - Existing Contour x ELEV DESC Existing Elevation w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades Flow Arrow O A 2' Chairback Curb with Gutter , 2 C801 OB 2' Chairback Curb w /out Gutter 13 C801 0 2' Valley Gutter 0801 LINE -M PINCKNEY DRIVE I - - - - - - - - - - - - - - - - - - - - - - - - - - - 910.27 _ _ C I 908.71 - - - I °o - + ao C I 908.39 cur BR STA 1 +98.00 LINE -M B B I BR STA 1 +98.00 LINE -M (908.89 TC �w 6.00' LT I 18 1 ' 18 6.00 RT (908.39 GUT 909.24 TC BR STA 1 +45.00 LINE -M I F -F F F F -F I BR STA 1 +45.00 LINE -M 909.24 TC 908.74 GUT 6.00 LT 6.00 RT =GUT 908.91 TC BR STA 1 +39.00 LINE -M Q 908.41 GUT I q BR STA 1 +39.00 LINE -M 908.91 TC O 24.00' LT 24.00' RT 908.41 GUT z Q 908.97 Tc BR STA 10 +95.23 LINE -E I BR STA 9 +97.23 LINE -E 908.47 GUT 14.00' RT 2S I 14.00 RT 908.76 C TC _ - 908.26 GUT GUT _ - - - - _ 908.67 cfl 908.61 w TC -9-- CD Ld I cn A 12 +00 11 +81.54 A � 1 11+00 - ± 10 +00 PT 9 +61.54 z w L- 908.26 °0 908.10 - N 908.92 A 10 +46.23 908.82 A 907.79 LO r- - -- - - W O U co / \ o I� o Cn -- - - o F- \ °) �s�' BR STA 11 +42.54 LINE -E 14.00 LT 908.49 TC 1 z BE STA 12 +20.54 LINE -E K, I I =GUT 908.43 TC 14.00' LT cD I q =GUT a c II BR STA 8 +94.00 LINE -D BR STA 8 +94.00 2 8' 14.00 RT 907.63 TC r c 907.63 TC 14.00' LT - - F F I =GUT =GUT 50' /W ASHWORTH STREET LINE -D CONGRESS STREET CONGRESS STREET & ASHWORTH STREET 5 & PINCKNEY DRIVE SCALE: 1"=30' c3o4 SCALE: 1"=30 c3o4 Z CD W �\p�NlpUl l I I I uI ►iUq� /iii `�,,.•�� °N T. 8�,,,, No. 10000075 __ � STATE OF 0O , �NDIANP �� S /O N IL�\E G °\ DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) f44110 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC O INTERSECTION & CUL -DE -SAC DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C303- 304.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PINCKNEY- BS.DWG O (C304 E' Q) Cfl d z a z O �� Q Q) t w Cz W • i--I DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: INTERSECTION & CUL -DE -SAC DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C303- 304.DWG XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PINCKNEY- BS.DWG SHEET NO.: (C304