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Home My WebLink About08120009 REMCO Addition Large Plan Pg. Dw w 11( FUTURE BUILDING AREA FUTURE BUILDING AREA 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING HOES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBIUTY TO CONTACT THE OWNERS OF' THE VARIOUS UTIUT1S FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WOK 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 FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL AND CARMEL WATER SHALL APPLY FOR ALL WATER MAINS. STANDARD SPECIFICATIONS FOR CLAY TWP. SEWER DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. 4' CONCRETE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. (APPLIES TO RESIDENTIAL ONLY) 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. SITE UTILITY NOTE IT IS ASSUMED THAT THE PROPOSED BUILDING ADDITION WILL BE SERVED BY THE EXISTING BUILDING'S UTILITY SERVICE UNES. 60 8*" SDR -35 PVC 0 1.04% 39' OF 6' SDR -35 PVC .04% SITE UTILITY NOTES C.O. (TYPE 3) T.C. 894.50 INV. 886.53 0. (TYPE/31 INV. 887.14 C r- 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPUCABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPAANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFII1 ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPUSHED. 12 ALL ALL AREAS UNDER BUILDING PADS, PAVEMENT, OR SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR DENSITY (ASTM D -698). AU. OTHER FILL AREAS SHALL BE COMPACTED TO 90% OF THE STANDARD PROCTOR DENSITY (ASTM D -698). 13. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 14. ALL WATER MAINS TO BE A`t54" MINIMUM COVER OVER TOP OF PIPE. 15. STERIUZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. DOMESTIC Sc FIRE LINE NOTE PLEASE REFER TO THE MEP PLANS FOR THE DETAILS OF THE SEPARATION OF THE DOMESTIC AND FIRE SERVICE ONES. DUMPSTER ENCLOSURE NOTE REFER TO ARCHITECTURE PLANS FOR DUMPSTER ENCLOSURE DETAILS. i 32' OF 6` SDR -35 PVC 0 1.04% -SAN w UGE G C.9 SAN E V w n n 0 0 LEGEND s1II< f 13 f O fd 31' IXOdddV SA SAN SAN EXISTING WATER UNE EXISTING UNDERGROUND ELECTRIC UNE EXISTING GAS UNE EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER INLET MANHOLE PROPOSED SANITARY LATERAL W/ CLEAN -OUT PROPOSED STORM SEWER, INLET, BEE HIVE INLET END SECTION W/ RIP -RAP PROPOSED ELECTRIC SERVICE PROPOSED GAS SERVICE PROPOSED WATER SERVICE PROPOSED GUARDRAIL PROPOSED ASPHALT PAVEMENT LANDSCAPE AREA PROPOSED RETAINING WALL (BY OTHERS) CONCRETE SIDEWALK NUMBER OF PARKING SPACES PROPOSED HEAVY -DUTY ASPHALT PROPOSED CONCRETE PAVEMENT (TRUCK DOCKS) co SAN- SIMI1 1c)3r"o id 31V IXO2lddV AN SAN SAN LZ SAN SADDLE TAP INV. 7- W U- U- r 106.00' LAND DESCRIPTION Part of the fractional Northwest Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian in Clay Township, Hamilton County, Indiana, more particularly described as follows: Beginning at a stone marking the Northwest Corner of the said Quarter Section; thence South 00 degrees 18 minutes 03 seconds East along the West line of the said Northwest Quarter Section and the East line of the Northeast Quarter of Section 12, Township 17 North, Range 2 East a distance of 894.37 feet; thence North 89 degrees 41 minutes 57 seconds East a distance of 330.00 feet; thence North 00 degrees 18 minutes 03 seconds West parallel with the East line of the said Northeast Quarter Section a distance of 897.85 feet to the North line of the said Northwest Quarter Section; thence South 89 degrees 05 minutes 43 seconds West along the said North line a distance of 330.02 feet to the place of beginning. Subject to all rights -of -way and pertinent easements of record. SITE UTILITY NOTE CONTRACTOR TO SETUP PRE CONSTRUCTION MEETING WITH ALL UTIUTES TO VERIFY LOCATIONS. SITE UTILITY NOTE ANY UNDERGROUND UTILITIES DEPICTED ON THE ATTACHED SITE PLAN HAVE BEEN LOCATED PER FIELD OBSERVATIONS ONLY AND MARKINGS BY BLOOD HOUND, INC ON OCTOBER 27, 2008; THEREFORE, ROGER WARD ENGINEERING, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL UTILITY LOCATIONS ARE DIFFERENT FROM WHAT IS SHOWN. HOLEY MOLEY SAYS DON'T DIG E3UND' "ITS THE LAW' CALL 2 ROMIG IMPS NE#CIE 113U INC TOLL FREE PER BMA STATE LAW IS-19 -1991. IT IS AGAINST 11E LAW TO EXCAVATE STR OUT NOIFTING 1HE UNDERGROUND LOCATION MICE Two (2) wOIIIUNC DAYS BEFORE 001rF1ICMIG WORK. °so 1.0 30 SAN S 75.00' IN a 0 SS Ip 8 1 z 0 ASSUMED NORTH SCALE: 1"= 30 30 60 DEVELOPMENT SUMMARY 90 LC) C) C u C a; CT 0003 CC M o II U o C II c C (1) Z DOCKET N0. 08120009 TAC C uI CNf a r� CcD CO COO L7 CO 00 CIO M C U II N O II C C C vi TOTAL SITE AREA -6.788 AC TOTAL DISTURBED AREA -2.62 AC ZONING I -1 FRONT BUILDING SETBACK (ALONG 106TH) 15' SIDE BUILDING SETBACK (EAST) 0' SIDE BUILDING SETBACK (WEST) 0' REAR BUILDING SETBACK (SOUTH) 15' BUILDING ADDITION AREA 21,530 S.F. LOT COVERAGE PERCENTAGE 43.1% TOTAL PARKING PROVIDED; TOTAL COMBINED PARKING SPACES PROVIDED 72 SPACES O N I- D w Z w Q w w 0 U Z O N 8 da C 0 0 C JOB TWC.005 J Q J Z co W E5 w Z 11-1Z ozI o: cal zO� W U o z o Lc) F. CO Et 1 4:r z BY: I DATE: SHEET C 102 OF 12