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Home My WebLink About03100005 Construction Plans for National Bank of Indianapolis pg. 51 L PROPOSED BR AD|NBLEBEN[): EXISTING LEGEND: DESCRIPTION: ABBREVIATIONS NDIA [GN SUITE E 46241 PROPOSED SPOT EP EDGE OF PVMT. TC TOP OF CURB EXISTING ASPHALT To �m»'n» U PROPOSED CURB ELEVATION '4111 PROPOSED CONTOUR BC BOTTOM OF CURB --18001--- --MO- EXISTING CONTOUR TOR TOP OF RIM PROPOSED GRADE BREAK INV STORM INVERT PROPOSED FLOWLINE FL FLOWLINE PROPOSED STORM SEWER ME MATCH EXISTING kiit INLET DRAINAGE MANHOLE «ono« Ze :0\srE i iv• 4-:• 0 1. E f l Ng Q *-13 -1e, ,,s/ONAL CI t r---- tt4? 4___ DETAIL USH. OATE: 10/02/2003 DETAIL 06/C7.1 0 PROPOSED BEEHIVE INLET DETAIL OO/C7.1 1111 PROPOSED CURB INLET DETAIL 1,2 PROPOSED MANHOLE Cl ,z, [N -D- PROPOSED INLET DETAIL OO/C7.1 TRAFFIC POLE CONCRETE END SECTION DETAIL OO/C7.1 te/e F� ��M/�� J SCALE: l x 20 DATE: 10/02/03 WATER LINE ‘P PROJECT NUMBER n=" DESIGN PHASE DEVELOPMENT 8�� u�� o PLAN NUMBER C310 SHEET OF 1 L PROPOSED BR AD|NBLEBEN[): EXISTING LEGEND: DESCRIPTION: ABBREVIATIONS [mmzook PROPOSED SPOT EP EDGE OF PVMT. TC TOP OF CURB EXISTING ASPHALT To �m»'n» U PROPOSED CURB ELEVATION '4111 PROPOSED CONTOUR BC BOTTOM OF CURB --18001--- --MO- EXISTING CONTOUR TOR TOP OF RIM PROPOSED GRADE BREAK INV STORM INVERT PROPOSED FLOWLINE FL FLOWLINE BEEHIVE INLET PROPOSED STORM SEWER ME MATCH EXISTING kiit INLET DRAINAGE MANHOLE DESCRIPTION: DETAIL USH. PROPOSED UNDERDRAIN DETAIL 06/C7.1 0 PROPOSED BEEHIVE INLET DETAIL OO/C7.1 1111 PROPOSED CURB INLET DETAIL 1,2 PROPOSED MANHOLE DETAIL 03/C7.1 -D- PROPOSED INLET DETAIL OO/C7.1 TRAFFIC POLE CONCRETE END SECTION DETAIL OO/C7.1 te/e UNDERGROUND TELEPHONE fence MATCH EXISTING TC 894.30 BC 893.80 TC 894.40 8C 893.90 TC 894.30 BC 893.80 TC 894.14 BC 893.64 TC 894.05 BC 893.55 TC 893.90 BC 893.40 TC 894.02 BC 893.52 TC 894.14' BC 893.64 TC 894.63 BC 894.13 STRUCTURE 4 TC 894.40 BC 893.90 5'OIA.MANHOLE NEENAH CASTING: R-2502 TC 894.50 BC 894.00 LF OF 12° F°p TC 893.50 BC 893.00 TC 894.05 BC 893.55 TC 893.50 BC 893.00 TC 894.50 BC 894.00 8 9 4 ME 892.751 'TC'894]01 BC 892.51 ohei- ____vet wooden 1 0 6 t hn STREET _^r- ME 893.011 ohet- TC 893.57 BC 893.07 C:31 *tr- ett ~�+�~~OM (nms 8Q4---�� TC 894.16 BC 893.66 x Z '\4) 1 8g4----- �f v ^P °P f 'n��r f 7 y- /r cn /z r ��5 T i i /T) STRUCTURE e, INLET TYPE J TOR 892.50 INV 888.5 N[E�AH CASTING. /R- s. STRUCTURE INLET TYPE J TOR 893.00 INV 889.00 NEENAH CASTING: ��n�� .1.1.e.* -'1 lao Ilk. TC STORM SEWER BY OTHERS (TYP.) u` c; fp� TC B94.O5U\ BC 893.55 I CONNECT TO STUB PROVIDED BY OTHERS f ohe T o `^�k Y 1I oi `u x 0 PROJECT LOCATION N[] Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE IN FEET 1 inch 20 ft. "HOLEY MOLEY" SEZ: NORTH "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG �~8�K��~�8��~x�x�^�� v ^v~^-,-, CALL TOLL FREE �~��Kly�-/�"��_»�"�� n ^�v^v� -x��^� FOR CALLS OUTSIDE OF INDIANA GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL RBQU|REMENT3, 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 COND!T|ONS, 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 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. O. 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 AREA3, AFTER INSTALLAT|ON, CONTRACTOR TO TEST R]R, 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 LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. STORM SEWER CASTINGS ARE TO BE NEENAH OR APPROVED EQUAL. UTILITY STATEMENT: 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. BEN CH MARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S. OF 100th STREET, WEST OF WALGREENS (MICHIGAN ROAD ELEV 895.00 TBM #77 A CHISELED "X" ON TOP OF CURB ON 300'± W. OF MICHIGAN ROAD, N. SIDE NORTHWEST PLAZA S. SIDE NORTHWESTERN DR., CURB ISLAND ENTRANCE TO ELEV 891.30 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 ORNE, 400 W. OF MICHIGAN ROAD. ELEV 898.25 EXISTING LEGEND: DESCRIPTION: wv DESCRIPTION: m WATER VALVE EXISTING ASPHALT EXISTING BRICK '4111 FIRE HYDRANT SIGN v EXISTING CONCRETE o, MAILBOX 41" TEMPORARY BENCH MARK A SECTION CORNER y� BEEHIVE INLET A MONUMENT kiit INLET S DRAINAGE MANHOLE 0 REBAR FOUND/REBAR SET fl CURB INLET q_ PK NAIL FOUND DECIDUOUS TREE 1111 POWER POLE CONIFEROUS TREE F GUY WIRE -o^^/- OVERHEAD ELECTRIC LINE -D- TELEPHONE PEDESTAL -6 TRAFFIC POLE --e/°c UNDERGROUND ELECTRIC te/e UNDERGROUND TELEPHONE SANITARY MANHOLE °i' WATER LINE ‘P BORING n=" GAS LINE o STAND PIPE fence MATCH EXISTING TC 894.30 BC 893.80 TC 894.40 8C 893.90 TC 894.30 BC 893.80 TC 894.14 BC 893.64 TC 894.05 BC 893.55 TC 893.90 BC 893.40 TC 894.02 BC 893.52 TC 894.14' BC 893.64 TC 894.63 BC 894.13 STRUCTURE 4 TC 894.40 BC 893.90 5'OIA.MANHOLE NEENAH CASTING: R-2502 TC 894.50 BC 894.00 LF OF 12° F°p TC 893.50 BC 893.00 TC 894.05 BC 893.55 TC 893.50 BC 893.00 TC 894.50 BC 894.00 8 9 4 ME 892.751 'TC'894]01 BC 892.51 ohei- ____vet wooden 1 0 6 t hn STREET _^r- ME 893.011 ohet- TC 893.57 BC 893.07 C:31 *tr- ett ~�+�~~OM (nms 8Q4---�� TC 894.16 BC 893.66 x Z '\4) 1 8g4----- �f v ^P °P f 'n��r f 7 y- /r cn /z r ��5 T i i /T) STRUCTURE e, INLET TYPE J TOR 892.50 INV 888.5 N[E�AH CASTING. /R- s. STRUCTURE INLET TYPE J TOR 893.00 INV 889.00 NEENAH CASTING: ��n�� .1.1.e.* -'1 lao Ilk. TC STORM SEWER BY OTHERS (TYP.) u` c; fp� TC B94.O5U\ BC 893.55 I CONNECT TO STUB PROVIDED BY OTHERS f ohe T o `^�k Y 1I oi `u x 0 PROJECT LOCATION N[] Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. VICINITY MAP NOT TO SCALE IN FEET 1 inch 20 ft. "HOLEY MOLEY" SEZ: NORTH "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE INC. CALL TWO WORKING DAYS BEFORE YOU DIG �~8�K��~�8��~x�x�^�� v ^v~^-,-, CALL TOLL FREE �~��Kly�-/�"��_»�"�� n ^�v^v� -x��^� FOR CALLS OUTSIDE OF INDIANA GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL RBQU|REMENT3, 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 COND!T|ONS, 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 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. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. O. 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 AREA3, AFTER INSTALLAT|ON, CONTRACTOR TO TEST R]R, 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 LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. STORM SEWER CASTINGS ARE TO BE NEENAH OR APPROVED EQUAL. UTILITY STATEMENT: 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. BEN CH MARKS: TBM #10 S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150± S. OF 100th STREET, WEST OF WALGREENS (MICHIGAN ROAD ELEV 895.00 TBM #77 A CHISELED "X" ON TOP OF CURB ON 300'± W. OF MICHIGAN ROAD, N. SIDE NORTHWEST PLAZA S. SIDE NORTHWESTERN DR., CURB ISLAND ENTRANCE TO ELEV 891.30 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 ORNE, 400 W. OF MICHIGAN ROAD. ELEV 898.25