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HomeMy WebLinkAbout05030006.59w L1J z 0 V) LLJ I Q 1 :T: Village of WestClay- FUTURE SECTION 6003 COMMERCIAL BLOCK "C" BR STA 8 +74.50 905.55 TC 39.13' RT 905.05 GUT 905.83 TC 25.00' RT =GUT BR STA 10 +65.40 906.25 TC 6.00' LT =GUT BR STA 10 +59.40 905.84 TC 24.00' LT 905.34 GUT F9-0-5-.5-51 TC 5b.J5 L 905.05 GUT %n BR STA 8 +97.02 905.83 TC 25.00' LT =GUT BR STA 8 +74.5C 905.55 TC 39.13' Ll =GUT COMMERCIAL BLOCK "C" Village of WestClay- FUTURE SECTION 6003 905.66 TC 38.35' Ll 905.16 GUT BR STA 8 +51.32 906.04 TC 24.00' LT 905.54 GUT BR STA 8 +45.32 906.46 TC 6.00 LT 905.96 GUT PINCKNEY DRIVE PINCKNEY DRIVE PINCKNEY DRIVE AND HARLESTON STREET SCALE: 1 " =30' Village of WestClay FUTURE SECTION 6003 6.00" RT 906.25 TC =GUT BR STA 10 +59.40 24.00' RT 905.84 TC COMMERCIAL 905.34 GUT BR STA 10 +36.78 BLOCK " 38.35 R 905.55 TC /� A 905.05 GUT BR STA 7 +12.41 39.13 RT 905.55 TC =GUT BR STA 6 +89.89 / 25.00' RT 905.83 TC =GUT (aaa-q =kAIL, W(a7 = 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. 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. Existing Storm Sewer -+- New Storm Sewer it � - - - - - -- w Existing Sanitary Sewer Lj-1 7 +13.45 6 +00 � New Sanitary Sewer 7 +00 6 +89.89 CD _ - zo �- 000 - - Existing Contour IT o I 905.76 905.83 ° x ELEV LLJ DESC A Existing Elevation J w/ description Q New Pavement Grade ties 000.00 All Other Finish Grades - - - - - -_ - Flow Arrow BR STA 6 +89.89 25.00 T 805.83 TC ASSUMED NORTH (D 2' Chairback Curb with Gutter L gO =GUT �� BR STA 7 +12.41 SCALE: 1 =30 OB 2 ' Chairback Curb w /out Gutter BOO- 39.13' LT 905.55 TC 'i�� 905.05 GUT 0 Valley Gutter BR STA 8 +73.94 38.35' RT 905.66 TC COMMERCIAL 2 905.16 GUT BR STA 8 +51.32 BOCK "B" 24.00 RT 906.o4 TC 905.54 GUT BR STA 8 +45.32 6.00 RT 906.46 TC =GUT Village of WestClay FUTURE SECTION 6003 C303 PINCKNEY DRIVE I C I I I I I fF- 12 18' F F F -F I I I BR STA 3 +75.00 o BR STA 3 +75.00 TC 6.00' LT I 6.00 RT 908.43 TC 907.93 GUT I 907.93 GUT BR STA 3 +69.00 I BR STA 3 +69.00 TC 24.00 LT I 24.00' RT 908.01 TC 907.51 GUT 907.51 GUT 01 "W PINCKNEY DRIVE ISLAND SCALE: 1"=30' N Z CD Cn w XxxU IIIIIIII \\\\\`\\ 'x �QON T. No. 10000075 � STATE OF <v c ,���`S, �NDIANP G�� 5 /O I N A I L I I E 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) IC44101 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 PR�J1238.6001 DRAWN BY: CZ w o INTERSECTION & ROUNDABOUT DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \PINCKNEY \C303.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG XREF: CA2I.DWG XREF: 6001- BS.DWG SHEET NO.: E- Q a �-I z z O � CO W DATE: PROJECT PR�J1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: INTERSECTION & ROUNDABOUT DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \PINCKNEY \C303.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG XREF: CA2I.DWG XREF: 6001- BS.DWG SHEET NO.: (C X03