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Home My WebLink AboutC03.0 Grading PlanDWN BY: JCB CHKD. BY: BSC SCALE: 1" 30' DATE: 10/19/05 FLAIR NORTH, SECTION ONE Lot 22 0 co 84 FH c V CO -4 N (Plat Book 2, page 277) 1 837.061 UTILITY COMPANIES GAS VECTREN 15900 AWSONVILLE ROAD NOBLESVILLE, IN 46060 ATTTN: JIM TELEPHONE SBC 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, IN. 46220 (317) 252 -4274 ATTN: GREG COMMACK STORM DRAINAGE COUNTY HAMILTON COUNTY SURVEYORS OFFICE ONE HAMILTON COUNTY SQUARE, STE. 188 NOBLESVILLE, IN 46060 (317) 776 -8495 ATTN: KENT WARD STORM DRAINAGE CITY DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE CARMEL, IN. 46032 (317) 571 -2441 ATTN: MIKE MCBRIDE 36.09 835.40 1 Lo; 21 R -4 R -2 ELECTRIC CINERGY 1441 SOUTH GILFORD CARMEL, IN 46032 (317) 581 -3048 ATTN: DEAN GROVES CABLE TV BRIGHTHOUSE CABLE COMPANY 516 EAST CARMEL DRIVE CARMEL, IN 46032 (317) 844 -8877 ATTN: JEFF FARMER SANITARY SEWER DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE CARMEL, IN. 46032 (317) 571 -2441 ATTN: MIKE MCBRIDE STREETS DEPARTMENT OF ENGINEERING ONE CIVIC SQUARE CARMEL, IN. 46032 (317) 571 -2441 ATTN: MIKE MCBRIDE Lot 20 PAVING NOTE ALL PAVING WITHIN TIFIE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW THE DEPARTMpNT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. CONSTRUCTION OMITS L 4 LNDS t K m "DON'T DIG BLIND" "HOLEY MOLEY" SEZ: MEM MIND 41111110 1=0 "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 382 -5544 CALL TOLL FREE 1- 800 428 -5200 FOR CALLS OUTSIDE OF INDIANA r x- I83f'ooI 1830.441 f r Nor Tc 829.80 >0829:831 BC 829.30 830.06 Storm inlet \ir V 4 0 829221 0 0 CONSTRUCTION LIMITS GRADING NOTES OLD 91.98' 829.501 1 J 829.33, 829.171 _;onerate_p_ a1 B -3 TOW \E VILLIACE (Instrument Number 9709749345) (Plat Cabinet 2, Slide 49) TC 833.20 BC 832.70 TC/832.80 BC 832.30 TC 832:50 BC 832.00 TC 830 0 BC 829,70 `828.5 BLDG. #12 F.F.E. 830.50 TC 832.40 BC 831.90 TC 830.52 BC 830.02 MI2ES TC 829.93 BC 829.43 TC 829.17 BC 828.67 It 829.77 BC 829.27 TC 830.15 BC 829.65 F.F.E. 835.83 TC 836.30 BC 835.80 It 834.75 BC 834.25 TC 834.00 BC 833.50 TC '834.00 BC 833.50 TC 833.70 BC 833.20 N C4I< F.F.E. 37.00 (PRIVATE) NEUMAN WAY (PRIVATE) TC 834.14 BC 833.67 TC 834.37 BC 833.87 835:69 Q `1835.00 F.F.E. 836.33 TC 833.47.. BC 832.97 TC 833.50 BC 833.00 TC 834.00 BC 833.50 F.F.g 833.3 TC 833.25 N (PRIVATE) BC 832.75 F.F.E. F.F.E. F:F:. I F.F.E. 834.00 833.33 832.67 832.0 BLDG. #3 TC 83 BC 832 9 633.39 83281 832.17 832.35 831.85 TC 830.6 BC 830.11 donor e 31d r i F.F.E. 830.00 TC 829.54 BC 829.04 'BLDG. #17 F.F.E. 830.15 TO 829.50 BC 829.00 829.06 TC 829.40 BC 828.90 TC 829.40 BC 828.90 TC 829.40 BC 828.90 82923 '1828.89 F.F.E. 829.80 \BLDG. #16 F.F.E. 829\80 i 829.8q 828.76 827.90 Lot 2 R-4 I I 60.01' TC 828.84 8C___828.341_ 828.921 828.761 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTIUTIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTIUTY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW UNE ELEVATIONS GIVEN AT END OF CONCRETE END SECTIONS. o1 0 0 N BLDG. #1 F.F.E. F.F.E. 829.00 829.00 1 60.01' I r I h i TC 828.32 BC 827.82 828.481 828.241 0 o of m R a a 0 0 DATE C LEGEND: I820.10 I PROPOSED SPOT ELEVATION TC 820.10 BC 819.60 PROPOSED CURB ELEVATION STORM STRUCTURE TOP OF CASTING ELEVATION TOP OF CURB ELEVATION BC BOTTOM OF CURB ELEVATION PROPOSED FINISH FLOOR OF GARAGE PROPOSED CONTOUR PROPOSED STORM STRUCTURE PROPOSED DRAINAGE SWALE EXISTING CONTOUR EXISTING MANHOLE EXISTING INLET FLOW DIRECTION RIM TC F.F.E. 18191 c: z REVISION RECORD DESCRIPTION DES BY NORTH 30 15 30 IN FEET 1 inch 30 ft. INSTALLATION WITHIN EXISTING AND PROPOSED CITY RIGHT -OF -WAY BEDDING, HAUNCHING, AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 FEET OF PAVEMENT (INCLUDING SIDEWALKS) SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED IN 6 INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6 INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4 INCH MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 2 INCHES BELOW THE BELL. BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. HAUNCHING AND INITIAL BACKFILL SHALL BE COMPACTED IN 8 INCH MAX. UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGUNE OF THE PIPE. THE OMIT OF INITIAL BACKFILL SHALL BE 6 INCHES ABOVE THE SPRINGLINE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18 INCHES. FINAL BACKFILL FOR ALL RCP INSTALLATIONS UNDER AND WITHIN 5 FEET OF PAVEMENT (INCLUDING SIDEWALKS) SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED IN 6 INCH MIN. LIFTS TO NOT LESS THAN 95 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6 INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO.53 STONE MEETING MATERIAL REQUIREMENTS OF INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS GREATER THAN 5 FEET FROM ANY PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6 INCHES IN DIAMETER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12 -INCH MAXIMUM UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. NQ Z. PE10403858 STATE OF r --o e' S S /ONA1 -E i si S `f i'if 111 0 DATE: APP BY LT-1 co LT-1 O �z C)4r Q]z v� *t ¢a Woo o Q C) H 0 z CEC PROJECT NUMBER 051872 DRAWING NUMBER C3.0 SHEET 5 OF 16