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HomeMy WebLinkAbout05030006.57f 904.40 TC= 902.60 TC 903.00 ° 000 - 000 000 - 0 ° IL U 1 N I O O o O c O O N 1 0 0 0 I_ ° 0 0 0 00 o N O rn PAVEMENT WIDENING CROSS SECTION TO CONFORM TO DETAIL OR MATCH EXISTING, WHICHEVER IS GREATER. • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS SECTION No. 207 Existing Storm Sewer 131ST. STREET PAVEMENT SECTION NOTE: ALL EXISTING AND PROPOSED UTILITY RELOCATION OR IMPROVEMENTS --}- New Storm Sewer ARE TO BE COMPLETED PRIOR TO PLACEMENT OF ANY PAVEMENT WITHIN RIGHT -OF -WAY, 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 O 2' Chairback Curb with Gutter ASSUMED NORTH O 2' Chairback Curb without Gutter SCALE: 1 " =50' 0 Valley Gutter 100' LEFT TURN LANE 150' TAPER 131ST STREET N f f �- O �- - - - - - •- /J /��� / /.f /� / /J%�jfI� .00 :27/7 1 L1 i_� 17A Cd 904/.148- N 904.61 904.98 TC= 902.60 �'1♦ N CV 00 �� TC= 902.60 ° °° - A A 0 00- ' 250' MERGE LANE ' 905, 06 o _ 250' TAPER -000 250' .n °°° 5,,' TppEc TC= 903.30 100' r ° / ° °° CJ 250' MERGE LANE / Oco �o O _ o TC= 903.20 ° ",,-EX. 20" WATERMAN Qf \ ° TC= 904.40 / \ EX. 20" WATERMAIN 904.6 STA: 14 +38.18 BR STA Z;71ip N BR STA 14 +40.50 904 9� p2 905.14 TC 164.40' LT 904.44 TC 61.68' RT 904.41 TC 901 900 904.64 GUT 903.94 GUT 11 BR STA 14 +00.57 903.91 GUT 18 24.00' RT 903.79 TC R =GUT GUT i =GUT BR STA 13 +93.20 904:34 TC 6.00' LT 903.84 GUT Village of WestClay FUTURE SECTION 6003 cn I O M 0 C O O t Q z J � O � J r BR STA 13 +93.20 6.00' RT 904.34 TC 903.84 GUT co FUTURE MEDIAN BREAK (TYP.) i o rn Village of WestClay I FUTURE SECTION 6003 PINCKNEY DRIVE PINCKNEY DRIVE AND 131ST STREET SCALE: 1"=50' 1 C303 Gi z CD cn w G\STE, � 'Q/TF vip No. 10000075 -)0- STATE OF / ANAL ',��� ununllml►1\a\\ 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) IC4461 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 PROJECT NO.: 3/1105 1238.6001 DRAWN BY: HOLEY MOLEY SAYS �.� C) ENTRANCE PLAN "DON'T N: \1238 \6001 \DWGS \PINCKNEY \C301.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DIG (C30� CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. a z 131TH STREET z CD BLIND" o CENTER LINE // 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN APPARENT RIGHT -OF -WAY 50' HALF OF RIGHT -OF -WAY COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER ° z z_ ct SAFETY. W J VARIES FROM 7' TO 9' VARIES FROM 9' To 24' 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. EXISTING I EXISTING NEW PAVEMENT PAVEMENT PAVEMENT 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. "IT'S THE LAW" STONE SHOULDER 3 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN IN CALL 2 WORKING DAYS BEFORE YOU DIG SLOPE: 1/4 PER FT. MIN. PARENTHESIS) ARE CORRECTED ELEVATIONS. -800- 382 -5544 I I� CALL TOLL FREE 1.5 SURFACE #11 - 6. NO TREES, SPRINKLER SYSTEMS, SIGNS, LANDSCAPING MOUNDS, OR PER INDIANA STATE LAW IS -69 -1991. 2" HAC BINDER #8 OTHER SUCH AMENITIES ARE PERMITTED IN THE STREET RIGHT OF WAY. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND 3" HAC BASE #5D LOCATION SERVICE TWO (2) WORKING 6" #73 STONE 7" #53 STONE DAYS BEFORE COMMENCING WORK. 4" #2 STONE PAVEMENT WIDENING CROSS SECTION TO CONFORM TO DETAIL OR MATCH EXISTING, WHICHEVER IS GREATER. • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS SECTION No. 207 Existing Storm Sewer 131ST. STREET PAVEMENT SECTION NOTE: ALL EXISTING AND PROPOSED UTILITY RELOCATION OR IMPROVEMENTS --}- New Storm Sewer ARE TO BE COMPLETED PRIOR TO PLACEMENT OF ANY PAVEMENT WITHIN RIGHT -OF -WAY, 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 O 2' Chairback Curb with Gutter ASSUMED NORTH O 2' Chairback Curb without Gutter SCALE: 1 " =50' 0 Valley Gutter 100' LEFT TURN LANE 150' TAPER 131ST STREET N f f �- O �- - - - - - •- /J /��� / /.f /� / /J%�jfI� .00 :27/7 1 L1 i_� 17A Cd 904/.148- N 904.61 904.98 TC= 902.60 �'1♦ N CV 00 �� TC= 902.60 ° °° - A A 0 00- ' 250' MERGE LANE ' 905, 06 o _ 250' TAPER -000 250' .n °°° 5,,' TppEc TC= 903.30 100' r ° / ° °° CJ 250' MERGE LANE / Oco �o O _ o TC= 903.20 ° ",,-EX. 20" WATERMAN Qf \ ° TC= 904.40 / \ EX. 20" WATERMAIN 904.6 STA: 14 +38.18 BR STA Z;71ip N BR STA 14 +40.50 904 9� p2 905.14 TC 164.40' LT 904.44 TC 61.68' RT 904.41 TC 901 900 904.64 GUT 903.94 GUT 11 BR STA 14 +00.57 903.91 GUT 18 24.00' RT 903.79 TC R =GUT GUT i =GUT BR STA 13 +93.20 904:34 TC 6.00' LT 903.84 GUT Village of WestClay FUTURE SECTION 6003 cn I O M 0 C O O t Q z J � O � J r BR STA 13 +93.20 6.00' RT 904.34 TC 903.84 GUT co FUTURE MEDIAN BREAK (TYP.) i o rn Village of WestClay I FUTURE SECTION 6003 PINCKNEY DRIVE PINCKNEY DRIVE AND 131ST STREET SCALE: 1"=50' 1 C303 Gi z CD cn w G\STE, � 'Q/TF vip No. 10000075 -)0- STATE OF / ANAL ',��� ununllml►1\a\\ 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) IC4461 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.: 3/1105 1238.6001 DRAWN BY: CHECKED BY: �.� C) ENTRANCE PLAN DRAWING FILES: N: \1238 \6001 \DWGS \PINCKNEY \C301.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG XREF: CA2I.DWG XREF: 6001- BS.DWG SHEET NO.: (C30� z a z z CD z o ww Q z ct DATE: PROJECT NO.: 3/1105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: ENTRANCE PLAN DRAWING FILES: N: \1238 \6001 \DWGS \PINCKNEY \C301.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG XREF: CA2I.DWG XREF: 6001- BS.DWG SHEET NO.: (C30�