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HomeMy WebLinkAbout05030006.24VANDERHORST 1 +00 O BR STA 7 +83.00 LINE -E 14.00 RT 1907.09 TC 906.59 GUT BR STA 1 +39.00 LINE -L 28.00 LT 907.00 TC p r,�1T BR STA 1 +49.00 907.30 TC 10.00' LT 906.80 GUT � 906.57 �BRTA 1 +49.00 806.80 GUT 10.00 RT I I I BR S INE -L 28.00' RT 907.00 TC 906.50 GUT BR STA 6 +77.00 LINE -E 14.00' RT 906.97 TC 906.47 GUT VANDERHORST LINE -E GLEBE STREET & VANDERHORST SCALE: 1 " =30' 1 C303 VANDERHORST BR STA 5 +29.00 LINE -E 905.61 TC 14.00' LT =GUT BR STA 8 +01.00 LINE -J 904.87 TC m I I w c� G BR STA 8 +01.00 LINE -J/ 904.87 TC 14.00' RT =GUT BR STA 4 +51.00 LINE -E 905.69 TC 14.00' L1 905.19 GUT 1WON • i BLOCK °l BR STA 4 +49.00 LINE -E 14.00' RT 905.72 TC =GUT w W J Z Z - J C) I A ---- - - - - -- Ck� CD I W J Qf CD I m I I w c� G BR STA 8 +01.00 LINE -J/ 904.87 TC 14.00' RT =GUT BR STA 4 +51.00 LINE -E 905.69 TC 14.00' L1 905.19 GUT 1WON • i BLOCK °l BR STA 4 +49.00 LINE -E 14.00' RT 905.72 TC =GUT - - - -_ I 14.00 RT 905.61TC =GUT 00 BR STA 3 +71.00 LII` II + I I 14.00' RT =GUT VANDERHORST LINE -E GWINNETT STREET, GRAFTON STREET & VANDERHORST 2 SCALE: 1"-30' c3o3 LINE -F ST. JULIAN STREET FORSYTH STREET I I I I o I -- I N I 2 8' I 2 I I BR STA 1 +53.00 LINE -F I FF I FF I 50 /W 1 BR STA 7 +53.00 -N -F 50, /W 14.00' RT g�$ 21 GUT BR STA 24 +06.15 L INE -G 908. 1 TC 14.00 LT 14.00' RT 907.10 TC 9 GuT I BR STA 3 +79.00 LINE -J 906.60 GUT I I 28.00 LT 909.22 TC I C A I BR STA 1 +39.00 LINE -J BR BR STA 3 +01.00 LINE -J A =GUT co I I o I 28.00' LT 906.10 TC 909.18 Tc 28.00' LT - - - - - - 905.60 GUT I I 0 0 1 908.68 GUT I N I \ I TC= 906.10 BR STA 1 +49.00 806.67 TC °O 909.3 I- `; 909.39 TCBR STA 2 +91.00 A BR STA 3 +89.00 909.50 TC `j W CD L A 10.00 LT =GUT 908.8' w w 1 908.89 GUT 10.00' LT g /70 10.00' LT 909.00 GUT Lj 0' w o + + _ v 0 ± 3+ 40.00 + -� w 1+00 _ _ W _� _ N 906.57 907.27 z zo 909.1, 909.47 909.04 M N o I B w lll_ B Q Q BR STA 1 +49.00 =ITC ,� 909.3 � � ,�' BR STA 3 +89.00 909.50 TC 1 CD A =GUT 1 908,8 00 909.39 TCBR STA 2 +91.00 p A =GUT - TC= 906.10 10.00 _RT LI 908.89 GUT 10.00 PT _ 10.00 RT L- - - -- - - - - -- -- - - - - -- -- I � 1 A ' I I N ° j BR STA 1+39100 LINE -J I I 28.00 RT 805.60 GUT BR STA 23 +00.15 LIN -G 14.00 RT 906.95 TC + 906.45 GUT N GRAFTON STREET 2 I8' IIII F F & FORSYTH STREET II 5 , 50 IR /W 1 ICI SCALE: 1"=30' c3o3 I ST. JULIAN STREET LINE -G GRAFTON STREET & ST. JULIAN STREET 4 SCALE: 1 " =30' c3o3 w CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. -- ---- - - - - -- Ck� CD I COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 2 +00 Cn z SAFETY. I,-- ° 905.19 z ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. z 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN IN Z CD PARENTHESIS) ARE CORRECTED ELEVATIONS. BR STA 1 +39.00 LINE -E - - - -_ I 14.00 RT 905.61TC =GUT 00 BR STA 3 +71.00 LII` II + I I 14.00' RT =GUT VANDERHORST LINE -E GWINNETT STREET, GRAFTON STREET & VANDERHORST 2 SCALE: 1"-30' c3o3 LINE -F ST. JULIAN STREET FORSYTH STREET I I I I o I -- I N I 2 8' I 2 I I BR STA 1 +53.00 LINE -F I FF I FF I 50 /W 1 BR STA 7 +53.00 -N -F 50, /W 14.00' RT g�$ 21 GUT BR STA 24 +06.15 L INE -G 908. 1 TC 14.00 LT 14.00' RT 907.10 TC 9 GuT I BR STA 3 +79.00 LINE -J 906.60 GUT I I 28.00 LT 909.22 TC I C A I BR STA 1 +39.00 LINE -J BR BR STA 3 +01.00 LINE -J A =GUT co I I o I 28.00' LT 906.10 TC 909.18 Tc 28.00' LT - - - - - - 905.60 GUT I I 0 0 1 908.68 GUT I N I \ I TC= 906.10 BR STA 1 +49.00 806.67 TC °O 909.3 I- `; 909.39 TCBR STA 2 +91.00 A BR STA 3 +89.00 909.50 TC `j W CD L A 10.00 LT =GUT 908.8' w w 1 908.89 GUT 10.00' LT g /70 10.00' LT 909.00 GUT Lj 0' w o + + _ v 0 ± 3+ 40.00 + -� w 1+00 _ _ W _� _ N 906.57 907.27 z zo 909.1, 909.47 909.04 M N o I B w lll_ B Q Q BR STA 1 +49.00 =ITC ,� 909.3 � � ,�' BR STA 3 +89.00 909.50 TC 1 CD A =GUT 1 908,8 00 909.39 TCBR STA 2 +91.00 p A =GUT - TC= 906.10 10.00 _RT LI 908.89 GUT 10.00 PT _ 10.00 RT L- - - -- - - - - -- -- - - - - -- -- I � 1 A ' I I N ° j BR STA 1+39100 LINE -J I I 28.00 RT 805.60 GUT BR STA 23 +00.15 LIN -G 14.00 RT 906.95 TC + 906.45 GUT N GRAFTON STREET 2 I8' IIII F F & FORSYTH STREET II 5 , 50 IR /W 1 ICI SCALE: 1"=30' c3o3 I ST. JULIAN STREET LINE -G GRAFTON STREET & ST. JULIAN STREET 4 SCALE: 1 " =30' c3o3 STA 3 +01.00 LINE -K 907.11 TC 14.00' RT 2 8 906.61 GUT I FF I I BR STA 2 +74.00 LINE -F I 50 /W 907.87 TC 14.00 LT 907.37 GUT I A I � FORSYTH STREET LINE -F ALCOTT STREET & FORSYTH STREET I- 'C 00 Lw ',UT I w</) z z -}CD J Li. Q C� w SCALE: 1"=30' ASHWORTH STREET BR S A 5 +31.00 LINE-J �\ H TC 28.00' RT 11 GUT BR STA 4 +37.00 LINE -D 906.68 TC 14.00' LT 906.18 GUT 3 C303 16��71 ASSUMED NORTH SCALE: 1 " =30' HOLEY MOLEY SAYS "DON'T DIG BLIND "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. TI Existing Storm Sewer --41110- -- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - Existing Contour X ELEV DESC Existing Elevation w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades - Flow Arrow O2' Chairback Curb with Gutter 12 A C801 �J 2' Chairback Curb w /out Gutter 13 0801 11 0 2' Valley Gutter c8o1 BR STA 5 +29.00 LINE -D 14.00 RT 906.86 TC 906.36 GUT BR STA 6 +09.00 LINE -J 14.00 LT = TC T qn <GUT -- w W Qf - z O Of L.� Q I I CD I I I t+ MIN -J 9o7.7a TC 907.28 GUT B L 0 LINE -D TC 2 GUT ASHWORTH STREET LINE -D GRAFTON STREET & ASHWORTH STREET SCALE: 1 " =30' 6 C303 z 0 \\\\X \auwuuiniuniu�,,/ No. 10000075 � ` STATE OF o �s S 4 N A L, 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) 41c$V1 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 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. O 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. F 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 Z PARENTHESIS) ARE CORRECTED ELEVATIONS. 6. NO TREES, SPRINKLER SYSTEMS, SIGNS, LANDSCAPING MOUNDS, OR OTHER SUCH AMENITIES ARE PERMITTED IN THE STREET RIGHT OF WAY. � FORSYTH STREET �� I I -- I O N I I o I d x 28' Q) BR STA 3 +52.00 LINE -F I F F Uc 907.97 TC 14.00' LT I I W 907.47 GUT I 50' /W BR STA 3 +01.00 LINE -K I I 907.11 TC 14.00 LT 906.61 GUT - I I O I w-- -- - I C/-) 3 +00 3 +40 Z_ I- w �p CO - A N ° 907.11 907.59 a, - - Ln A � I STA 3 +01.00 LINE -K 907.11 TC 14.00' RT 2 8 906.61 GUT I FF I I BR STA 2 +74.00 LINE -F I 50 /W 907.87 TC 14.00 LT 907.37 GUT I A I � FORSYTH STREET LINE -F ALCOTT STREET & FORSYTH STREET I- 'C 00 Lw ',UT I w</) z z -}CD J Li. Q C� w SCALE: 1"=30' ASHWORTH STREET BR S A 5 +31.00 LINE-J �\ H TC 28.00' RT 11 GUT BR STA 4 +37.00 LINE -D 906.68 TC 14.00' LT 906.18 GUT 3 C303 16��71 ASSUMED NORTH SCALE: 1 " =30' HOLEY MOLEY SAYS "DON'T DIG BLIND "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. TI Existing Storm Sewer --41110- -- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - Existing Contour X ELEV DESC Existing Elevation w/ description 000.00 New Pavement Grade 000.00 All Other Finish Grades - Flow Arrow O2' Chairback Curb with Gutter 12 A C801 �J 2' Chairback Curb w /out Gutter 13 0801 11 0 2' Valley Gutter c8o1 BR STA 5 +29.00 LINE -D 14.00 RT 906.86 TC 906.36 GUT BR STA 6 +09.00 LINE -J 14.00 LT = TC T qn <GUT -- w W Qf - z O Of L.� Q I I CD I I I t+ MIN -J 9o7.7a TC 907.28 GUT B L 0 LINE -D TC 2 GUT ASHWORTH STREET LINE -D GRAFTON STREET & ASHWORTH STREET SCALE: 1 " =30' 6 C303 z 0 \\\\X \auwuuiniuniu�,,/ No. 10000075 � ` STATE OF o �s S 4 N A L, 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) 41c$V1 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 O F Z z z � O �� Q d x Q) Uc t W cd • rl