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HomeMy WebLinkAbout05030006.58L1J W Z L1J O > O Q m � Q Z_ {- ~ W Z O = C/') O = Li I- 400' 500' O � J O 17 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 THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1"=50' CONSTRUCTION ASSUMED NORTH Barricade Placement A ■ During Construction B ■ At the End of Construction Day 1R CT' PAVEMENT LLJ L1J ao L LJ (LOW INDUSTRIAL FLASHING) F-_ I ® 80' OF 4" SO Z - ROAD CONSTRUCTION AHEAD (XW20 -1); 48 "x48" aw U O - FLAGGER AHEAD (XW20 -7) >~ - DIRECTION OF TRAFFIC =Dm Q 17 Z I-- � L-I--j z L LJ LLJ O = 1 z �-- OF 4" SOLID 1 O = Li z W O = U Cn Qf O = Li F— MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1"=50' CONSTRUCTION ASSUMED NORTH Barricade Placement A ■ During Construction B ■ At the End of Construction Day 1R CT' PAVEMENT 500' 400' V V 01 o� MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1"=50' I go 1 p 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICLBLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL CONSTRUCTION INSIDE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, DATED 1995 (LATEST EDITION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. ALL TRAFFIC CONTROL METHODS AND PROCEDURES AND LAYOUT, AS DETERMINED BY THE CONTRACTOR, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN PROPER WORKING ORDER, ALL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL ALL ROAD CONSTRUCTION IS COMPLETE. 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AT EACH END OF THE WORK ZONE AS SHOWN ON THE PLAN. UPON COMPLETION OF WORK THE BARRELS WILL BE REMOVED. 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO 4:00 P.M. 10. DURING NON - CONSTRUCTION HOURS, BOTH LANES OF TOWNE ROAD WILL BE OPENED FOR PUBLIC USE. THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF THE EAST BOUND LANE. 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING Vnlage oI VVeSLUlUy FUTURE SECTION 6003 80' OF 4" SOLID WHITE LINE 686' OF 4" SOLID WHITE EDGE LINE-_- Village of WestClay FUTURE SECTION 6003 PINCKNEY DRIVE MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1 " =50' 45 DEG FILL STRIPING 150' OF 4" S ID WHITE LINE G/./6 N 100' OF 4" SOLID WHITE LIN �— FUTURE SECTION 6003 1 11 1,414' OF 4" DOUBLE YELLOW SOLID LINE 1,414 OF 4 SOLID WHITE EDGE LINE 131ST STREET —► 100' OF 4" SOLID WHITE LINE 45 DEG FILL STRIPING L1J - ROAD CONSTRUCTION SIGN WITH: TYPE "A" L1J ao c) (LOW INDUSTRIAL FLASHING) F-_ I ® - NEW PAVEMENT WITHIN R/W (D - ROAD CONSTRUCTION AHEAD (XW20 -1); 48 "x48" aw - END CONSTRUCTION (XG20 -1); 60 "x24" O - FLAGGER AHEAD (XW20 -7) - DIRECTION OF TRAFFIC =Dm Q 17 Z I-- � L-I--j z L LJ LLJ O = 1 � � (n O = Li f— I— 500' 400' V V 01 o� MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1"=50' I go 1 p 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICLBLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL CONSTRUCTION INSIDE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, DATED 1995 (LATEST EDITION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. ALL TRAFFIC CONTROL METHODS AND PROCEDURES AND LAYOUT, AS DETERMINED BY THE CONTRACTOR, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN PROPER WORKING ORDER, ALL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL ALL ROAD CONSTRUCTION IS COMPLETE. 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AT EACH END OF THE WORK ZONE AS SHOWN ON THE PLAN. UPON COMPLETION OF WORK THE BARRELS WILL BE REMOVED. 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO 4:00 P.M. 10. DURING NON - CONSTRUCTION HOURS, BOTH LANES OF TOWNE ROAD WILL BE OPENED FOR PUBLIC USE. THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF THE EAST BOUND LANE. 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING Vnlage oI VVeSLUlUy FUTURE SECTION 6003 80' OF 4" SOLID WHITE LINE 686' OF 4" SOLID WHITE EDGE LINE-_- Village of WestClay FUTURE SECTION 6003 PINCKNEY DRIVE MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1 " =50' 45 DEG FILL STRIPING 150' OF 4" S ID WHITE LINE G/./6 N 100' OF 4" SOLID WHITE LIN �— FUTURE SECTION 6003 1 11 1,414' OF 4" DOUBLE YELLOW SOLID LINE 1,414 OF 4 SOLID WHITE EDGE LINE 131ST STREET —► 100' OF 4" SOLID WHITE LINE 45 DEG FILL STRIPING L1J - ROAD CONSTRUCTION SIGN WITH: TYPE "A" L1J CONSTRUCTION WARNING LIGHT c) (LOW INDUSTRIAL FLASHING) • - BARREL ® - NEW PAVEMENT WITHIN R/W (D - ROAD CONSTRUCTION AHEAD (XW20 -1); 48 "x48" O - END CONSTRUCTION (XG20 -1); 60 "x24" O - FLAGGER AHEAD (XW20 -7) - DIRECTION OF TRAFFIC E- w Q 17 - FLAGGER REQUIRED 500' 400' V V 01 o� MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1"=50' I go 1 p 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICLBLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL CONSTRUCTION INSIDE PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARMEL STREET AND ENGINEERING DEPARTMENT FOR CONSTRUCTION INCLUDING MATERIALS, METHODS OF CONSTRUCTION, AND TRAFFIC CONTROL. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, DATED 1995 (LATEST EDITION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. ALL TRAFFIC CONTROL METHODS AND PROCEDURES AND LAYOUT, AS DETERMINED BY THE CONTRACTOR, SHALL BE IN COMPLIANCE WITH LOCAL REQUIREMENTS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL STREET DEPARTMENT BEFORE ANY WORK IN R/W IS TO BEGIN. 7. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN IN PROPER WORKING ORDER, ALL CONSTRUCTION SIGNS, LIGHTS, BARRELS AND OTHER TRAFFIC CONTROL EQUIPMENT AS MAY BE REQUIRED TO FULLY MAINTAIN, AS NEARLY AS POSSIBLE, NORMAL TRAFFIC WITHIN THE CONSTRUCTION AREA. CONSTRUCTION SIGNS SHALL REMAIN IN PLACE UNTIL ALL ROAD CONSTRUCTION IS COMPLETE. 8. THE CONSTRUCTION WILL CONSIST OF ADDING AN ACCELERATION /DECELERATION LANE WITH BARREL ARRAYS AND SIGNS POSTED AT EACH END OF THE WORK ZONE AS SHOWN ON THE PLAN. UPON COMPLETION OF WORK THE BARRELS WILL BE REMOVED. 9. CONSTRUCTION HOURS IN THE CITY RIGHT -OF -WAY WILL BE ONLY FROM 9:00 A.M. TO 4:00 P.M. 10. DURING NON - CONSTRUCTION HOURS, BOTH LANES OF TOWNE ROAD WILL BE OPENED FOR PUBLIC USE. THIS WILL REQUIRE THAT THE BARRELS BE MOVED TO THE EDGE OF THE EAST BOUND LANE. 11. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. 12. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLACHERS SPACED EVERY 100'. 13. ENSURE POSITIVE DRAINAGE ON NORTH SIDE OF ROAD WIDENING Vnlage oI VVeSLUlUy FUTURE SECTION 6003 80' OF 4" SOLID WHITE LINE 686' OF 4" SOLID WHITE EDGE LINE-_- Village of WestClay FUTURE SECTION 6003 PINCKNEY DRIVE MAINTENANCE OF TRAFFIC PLAN PINCKNEY DRIVE & 131ST STREET SCALE: 1 " =50' 45 DEG FILL STRIPING 150' OF 4" S ID WHITE LINE G/./6 N 100' OF 4" SOLID WHITE LIN �— FUTURE SECTION 6003 1 11 1,414' OF 4" DOUBLE YELLOW SOLID LINE 1,414 OF 4 SOLID WHITE EDGE LINE 131ST STREET —► 100' OF 4" SOLID WHITE LINE 45 DEG FILL STRIPING L1J L1J c) CZ Z O_ � O ~ m E- w Q ::D Z � i=- L1J Z LLJ O = U � � (n O = Li f— o Q O LJ z 0 ASSUMED NORTH 642' OF 4" SOLID WHITE EDGE LINE 10' MIN. 904.6 904 SO STOP SIGN 9902 (R1 -1) 901 900 I 12" SOLID WHITE LINE PINCKNEY DRIVE Village of West lay __�\ ENTRANCE STRIPING PLAN FUTURE SECTION 6003 PINCKNEY DRIVE & 131ST STREET SCALE: 1"=30' NOTE: ALL STRIPING TO BE THERMOPLASTIC. O O Gi Z CD w \\\`\� � Y� I�\ 1111 I I I I I I I I ►1 I I I / / /// j /� /� ISTER�: G No. 10000075 %?D STATE OF s/ ON A I� 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) IC40101 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 CZ W o E- w 0-4¢ z z O r� W