Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
85-01 VOWC Sec. 8002 - Construction Plans - Maintenance Of Traffic Plan C302
w Li! c.n (n w T w NOTE: U 1 -H 4 0) Village of WestClay FUTClRE SECfiI 25' (TYP.) 2J m 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTORS SHALL NOTIFY, IN WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY HIGHWAY DEPARTMENT BEFORE ANY ROAD CONSTRUCTION IS TO BEGIN. rn CO 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS DATED 1988 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. FLAG AHEAD SIGNS ARE TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS ARE NOT PRESENT. 6. ANY DROP OFF ADJACENT TO THE TRAVEL LANES WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVERY 100 FEET. HOLEY M ©LEY SAYS DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE ..,.,.,r •w .n en 4Atli 400' O EDGE OF PVMT. 0) 01 Villa e of WestClay S CTION 8002 0) o' EX. TOWNE ROAD TOWNE ROAD FRONTAGE ROAD r 1 7 1 1 r r N w 0) 00 CD CO VIMONS LCD )4'TA TAPER TAPER 30' ALONG UNIMPROVED PV (TYPICAL) EX. TOWNE ROAD Q 0) 00 vAT. EX. TEMP 0. a. C) ```'EDGE OF PVMT a FUTURE SECTION Village of W 7r) EX. TOWNE ROAD EDGE OF PVMT. ASSUMED NORTH SCALE: 1" 30' 500' C� EXISTING Village of WestClay SECTION 8501 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 Village of WestCI SECTION 8002 EDGE OF PVMT. ay EX. TEMP EDGE OF PVMT. ?G P1 P1 P1 NEW PAVEMENT DRUM 0 0 0 0 ROAD CONSTRUCTION AHEAD (W20 -1) FLAGGER AHEAD (W20 -7) END CONSTRUCTION (G20 -2) STOP SIGN (R1 -1) DIRECTION OF TRAFFIC Village f WestClay SECTIPN 8002 1 Village of WestClay FUTURE SECTION 400' 25' (TYP.) (J) P1 (f) EX. TOWNE ROAD 000 x ELEV DESC (00 1000.001 Village of WestClay FUTURE SECTIO co C� 1L,ISCrarNIED Existing St s rm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Flow Arrow D EX. TOWNE ROAD EDG OF PVMT. -EX. WNE ROAD EDGE 0 T. --www11M\ x at. 1 11%... ED VI age ay FUTURE SECTION LL. L L.� No. 9800085 STATE OF r e /NDIAI':'•' o NAB DATE: (�I d o( THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001) DATE: 6/28/01 PROJECT NO.: 1238.8002 DRAWN BY: DCC CHECKED BY: SHEET TITLE: MAINTENANCE OF TRAFFIC PLAN DRAWING FILES: N: \1238 \8002 \DWGS \C302.DWG XREF: 8002- BS.DWG XREF: GLEBE BS.DWG XREF: 8501BS.DWG XREF: MID- BS -W.DWG XREF: CA9.DWG, CA21.DWG XREF: 7501 BBS.DWG SHEET NO.: w Li! c.n (n w T w NOTE: U 1 -H 4 0) Village of WestClay FUTClRE SECfiI 25' (TYP.) 2J m 1. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTORS SHALL NOTIFY, IN WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY HIGHWAY DEPARTMENT BEFORE ANY ROAD CONSTRUCTION IS TO BEGIN. rn CO 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. MAINTENANCE OF TRAFFIC DEVICES ARE TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS DATED 1988 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. 5. FLAG AHEAD SIGNS ARE TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS ARE NOT PRESENT. 6. ANY DROP OFF ADJACENT TO THE TRAVEL LANES WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE "A" FLASHERS SPACED EVERY 100 FEET. HOLEY M ©LEY SAYS DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE ..,.,.,r •w .n en 4Atli 400' O EDGE OF PVMT. 0) 01 Villa e of WestClay S CTION 8002 0) o' EX. TOWNE ROAD TOWNE ROAD FRONTAGE ROAD r 1 7 1 1 r r N w 0) 00 CD CO VIMONS LCD )4'TA TAPER TAPER 30' ALONG UNIMPROVED PV (TYPICAL) EX. TOWNE ROAD Q 0) 00 vAT. EX. TEMP 0. a. C) ```'EDGE OF PVMT a FUTURE SECTION Village of W 7r) EX. TOWNE ROAD EDGE OF PVMT. ASSUMED NORTH SCALE: 1" 30' 500' C� EXISTING Village of WestClay SECTION 8501 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 Village of WestCI SECTION 8002 EDGE OF PVMT. ay EX. TEMP EDGE OF PVMT. ?G P1 P1 P1 NEW PAVEMENT DRUM 0 0 0 0 ROAD CONSTRUCTION AHEAD (W20 -1) FLAGGER AHEAD (W20 -7) END CONSTRUCTION (G20 -2) STOP SIGN (R1 -1) DIRECTION OF TRAFFIC Village f WestClay SECTIPN 8002 1 Village of WestClay FUTURE SECTION 400' 25' (TYP.) (J) P1 (f) EX. TOWNE ROAD 000 x ELEV DESC (00 1000.001 Village of WestClay FUTURE SECTIO co C� 1L,ISCrarNIED Existing St s rm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation w/ description New Pavement Grade All Other Finish Grades Flow Arrow D EX. TOWNE ROAD EDG OF PVMT. -EX. WNE ROAD EDGE 0 T. --www11M\ x at. 1 11%... ED VI age ay FUTURE SECTION LL. L L.� No. 9800085 STATE OF r e /NDIAI':'•' o NAB DATE: (�I d o( THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON 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. Q COPYRIGHTED BY THE SCHNEIDER CORP. (2001)