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Home My WebLink About03090026 C3.0 Overall Grading Planex. sun lto�y enh $ri{5.83 ',v., 877.89 inv. e. 377.73 OUT ONLY MANHOLE TOR )94.25 PARK NORTHWESTERN Plot Book 8, Pages 128 —132 UCTURE'1 CURVE DATA 36'22'48" R 238.90' T 78.50' L 151.69' Ch Brg 871'30'33 "W Ch L 149.15' e.. sanitary Tti s.w. e 873.23 inv. s.w. 880.31 inv. n.w. 10 873.24 inv. n.w. 8 884.89 inv. s. 873.23 inv. n.e. 873.19 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 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. 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. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES 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 UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 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. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 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 NOTE: Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in– service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Cornwallis Ln c: 1 EXISTING, LEGEND: r DESCRIPTION: DESCRIPTION: EXISTING ASPHALT [X] WATER VALVE <j EXISTING BRICK FIRE HYDRANT EXISTING CONCRETE SIGN TEMPORARY BENCH MARK c� MAILBOX A SECTION CORNER r, I] BEEHIVE INLET A MONUMENT [111 INLET REBAR FOUND /REBAR SET lllllj�i DRAINAGE MANHOLE u PK NAIL FOUND CURB INLET r1 POWER POLE DECIDUOUS TREE GUY WIRE CONIFEROUS TREE H TELEPHONE PEDESTAL —ohel— OVERHEAD ELECTRIC LINE TRAFFIC POLE eIec UNDERGROUND ELECTRIC SANITARY MANHOLE -te UNDERGROUND TELEPHONE BORING WATER LINE 0 STAND PIPE GAS LINE PROPOSED GRADING LEGEND: DESCRIPTION: ABBREVIATIONS [800.001 PROPOSED SPOT EP EDGE OF PVMT. rc 800.so 800}— PROPOSED CONTOUR BC BOTTOM OF CURB I PROPOSE CURB ELEVATION TC TOP OF CURB ec $00.00 890 EXISTING CONTOUR TOR TOP OF RIM PROPOSED GRADE BREAK INV STORM INVERT PROPOSED FLOWLINE FL FLOWLINE PROPOSED STORM SEWER ME MATCH EXISTING DESCRIPTION: DETAIL /SH. PROPOSED UNDERDRAIN DETAIL 01 /C7.1 PROPOSED BEEHIVE INLET DETAIL 02/C7.1 PROPOSED CURB INLET DETAIL 03/C7.1 P ROPOSED MANHOLE DETAIL 04/C7.1 PROPOSED INLET DETAIL 05/C7.1 C1 CONCRETE END SECTION DETAIL 06/C7.1 BENCHMARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TBM x#77 A CHISELED "X" ON TOP OF CURB ON S. SIDE NORTHWESTERN DR., 300'± W. OF MICHIGAN ROAD, N. SIDE CURB ISLAND ENTRANCE TO NORTHWEST PLAZA TBM #78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD. ELEV 898.25 WV Z L. V'r,••�GtSTE'R�. 4.01.7. N P 2. 880303 STATE OF i ce �OA.' �NOIAVit ej SS 'ONA1S' 44 4• r- R- 4 --C A,_,_ DATE: 09/19/2003 1 i DWN BY: K R C CHKD. BY: R R H SCALE: 1" 6 13' DATE: 09/19/03 PROJECT NUMBER 03 -188 DESIGN PHASE DEVELOPMENT PLAN NUMBER C3.0 SHEET OF ex. sun lto�y enh $ri{5.83 ',v., 877.89 inv. e. 377.73 OUT ONLY MANHOLE TOR )94.25 PARK NORTHWESTERN Plot Book 8, Pages 128 —132 UCTURE'1 CURVE DATA 36'22'48" R 238.90' T 78.50' L 151.69' Ch Brg 871'30'33 "W Ch L 149.15' e.. sanitary Tti s.w. e 873.23 inv. s.w. 880.31 inv. n.w. 10 873.24 inv. n.w. 8 884.89 inv. s. 873.23 inv. n.e. 873.19 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 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. 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. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES 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 UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 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. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 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 NOTE: Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in– service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Cornwallis Ln c: 1 EXISTING, LEGEND: r DESCRIPTION: DESCRIPTION: EXISTING ASPHALT [X] WATER VALVE <j EXISTING BRICK FIRE HYDRANT EXISTING CONCRETE SIGN TEMPORARY BENCH MARK c� MAILBOX A SECTION CORNER r, I] BEEHIVE INLET A MONUMENT [111 INLET REBAR FOUND /REBAR SET lllllj�i DRAINAGE MANHOLE u PK NAIL FOUND CURB INLET r1 POWER POLE DECIDUOUS TREE GUY WIRE CONIFEROUS TREE H TELEPHONE PEDESTAL —ohel— OVERHEAD ELECTRIC LINE TRAFFIC POLE eIec UNDERGROUND ELECTRIC SANITARY MANHOLE -te UNDERGROUND TELEPHONE BORING WATER LINE 0 STAND PIPE GAS LINE PROPOSED GRADING LEGEND: DESCRIPTION: ABBREVIATIONS [800.001 PROPOSED SPOT EP EDGE OF PVMT. rc 800.so 800}— PROPOSED CONTOUR BC BOTTOM OF CURB I PROPOSE CURB ELEVATION TC TOP OF CURB ec $00.00 890 EXISTING CONTOUR TOR TOP OF RIM PROPOSED GRADE BREAK INV STORM INVERT PROPOSED FLOWLINE FL FLOWLINE PROPOSED STORM SEWER ME MATCH EXISTING DESCRIPTION: DETAIL /SH. PROPOSED UNDERDRAIN DETAIL 01 /C7.1 PROPOSED BEEHIVE INLET DETAIL 02/C7.1 PROPOSED CURB INLET DETAIL 03/C7.1 P ROPOSED MANHOLE DETAIL 04/C7.1 PROPOSED INLET DETAIL 05/C7.1 C1 CONCRETE END SECTION DETAIL 06/C7.1 BENCHMARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TBM x#77 A CHISELED "X" ON TOP OF CURB ON S. SIDE NORTHWESTERN DR., 300'± W. OF MICHIGAN ROAD, N. SIDE CURB ISLAND ENTRANCE TO NORTHWEST PLAZA TBM #78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD. ELEV 898.25 WV ex. sun lto�y enh $ri{5.83 ',v., 877.89 inv. e. 377.73 OUT ONLY MANHOLE TOR )94.25 PARK NORTHWESTERN Plot Book 8, Pages 128 —132 UCTURE'1 CURVE DATA 36'22'48" R 238.90' T 78.50' L 151.69' Ch Brg 871'30'33 "W Ch L 149.15' e.. sanitary Tti s.w. e 873.23 inv. s.w. 880.31 inv. n.w. 10 873.24 inv. n.w. 8 884.89 inv. s. 873.23 inv. n.e. 873.19 ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 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. 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. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES 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 UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 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. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 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 NOTE: Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in– service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Cornwallis Ln c: 1 EXISTING, LEGEND: r DESCRIPTION: DESCRIPTION: EXISTING ASPHALT [X] WATER VALVE <j EXISTING BRICK FIRE HYDRANT EXISTING CONCRETE SIGN TEMPORARY BENCH MARK c� MAILBOX A SECTION CORNER r, I] BEEHIVE INLET A MONUMENT [111 INLET REBAR FOUND /REBAR SET lllllj�i DRAINAGE MANHOLE u PK NAIL FOUND CURB INLET r1 POWER POLE DECIDUOUS TREE GUY WIRE CONIFEROUS TREE H TELEPHONE PEDESTAL —ohel— OVERHEAD ELECTRIC LINE TRAFFIC POLE eIec UNDERGROUND ELECTRIC SANITARY MANHOLE -te UNDERGROUND TELEPHONE BORING WATER LINE 0 STAND PIPE GAS LINE PROPOSED GRADING LEGEND: DESCRIPTION: ABBREVIATIONS [800.001 PROPOSED SPOT EP EDGE OF PVMT. rc 800.so 800}— PROPOSED CONTOUR BC BOTTOM OF CURB I PROPOSE CURB ELEVATION TC TOP OF CURB ec $00.00 890 EXISTING CONTOUR TOR TOP OF RIM PROPOSED GRADE BREAK INV STORM INVERT PROPOSED FLOWLINE FL FLOWLINE PROPOSED STORM SEWER ME MATCH EXISTING DESCRIPTION: DETAIL /SH. PROPOSED UNDERDRAIN DETAIL 01 /C7.1 PROPOSED BEEHIVE INLET DETAIL 02/C7.1 PROPOSED CURB INLET DETAIL 03/C7.1 P ROPOSED MANHOLE DETAIL 04/C7.1 PROPOSED INLET DETAIL 05/C7.1 C1 CONCRETE END SECTION DETAIL 06/C7.1 BENCHMARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 TBM x#77 A CHISELED "X" ON TOP OF CURB ON S. SIDE NORTHWESTERN DR., 300'± W. OF MICHIGAN ROAD, N. SIDE CURB ISLAND ENTRANCE TO NORTHWEST PLAZA TBM #78 A CHISELED "X" ON S. SIDE CONC. LIGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'± W. OF MICHIGAN ROAD. ELEV 898.25