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HomeMy WebLinkAbout04110043.40 W F—I • W C) L� Q 'ITS THE LAW 2 WORKING DAYS BEFORE YOU DIG. WITHIN INDIANA OUTSIDE INDIANA 1- 800 -382 -5544 1 -800- 428 -5100 NOW uoEROGROU11 D PROIECOON SMW:E, W. PER INDIA STATE uw 6-09 -1991, IT IS AWW THE LAW M EXCAVATE WIMIT NOf M THE UIDFA6'ROIMO LOCATION SERVICE TWO (2) WORIWiC DAYS BEFORE COMIENCIIG WORN. KEY NOTES: OA LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET © HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET © HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET OD INTEGRAL CURB AND WALK, SEE DETAIL SHEET 6" STRAIGHT CURB, SEE DETAIL SHEET O CONCRETE WALK, SEE DETAIL SHEET © 2' CURB END TAPER O CONCRETE PARKING BUMPER, SEE DETAIL SHEET 0 PAVEMENT STRIPING OK MATCH EXISTING CURB /PAVEMENT /SIDEWALK © HANDICAP RAMP, SEE DETIAL SHEET MO HANDICAP PARKING SPACES, MAXIMUM 2% SLOPE ANY DIRECTION, SEE DETAIL SHEET TRANSITION FROM 6" STRAIGHT CU \B TO ROLL CURB © DUMPSTER ENCLOSURE ® LAWN /LANDSCAPE AREA, SEE LANDSCAPE PLAN (S BOLLARD, SEE DETAIL SHEET GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 11) ALL SANITARY MANHOLES IN NON -PAVED AREAS SHALL BE 3" ABOVE GRADE. NOTE: THE LOT COVERAGE IS 75% A part of Lots 3 and 4 in Block 6 in the Secondary Plat for Mayflower Park Lot 3 & 4, Block 6 and Lot 2, Block 7 and a Replat of Blocks 6 and 7, a subdivision in Clay Township, Hamilton County, Indiana, the plat of which is recorded in Plat Cabinet 3, Slide 389, in the Office of the Recorder of Hamilton County, Indiana, described as follows: Beginning at the northwest corner of said Lot 3; thence South 89 degrees 48 minutes 28 seconds East 24.48 feet along the north line of said lot; thence South 00 degrees 12 minutes 00 seconds West 277.54 feet; thence North 89 degrees 48 minutes 28 seconds West 303.44 feet to the west line of said Lot 4; thence North 00 degrees 12 minutes 00 seconds East 196.13 feet along said west line to the western line of said Lot 4- thence North 12 degrees 49 minutes 16 seconds East 70.02 feet along said western line to the northwestern line of said Lot 4; thence North 66 degrees 24 minutes 58 seconds East 32.45 feet along said northwestern line to the north line of said Lot 4; thence South 89 degrees 48 minutes 28 seconds East 18.58 feet along said north line to the west line of the 0.024 —acre tract described in Instrument Number 200200024115; thence South 00 degrees 12 minutes 00 seconds West 30.65 feet along said west line to the southwest corner of said 0.024 —acre tract; thence South 89 degrees 48 minutes 00 seconds East 29.71 feet along the south line of said 0.024 —acre tract to the southeast corner of said 0.024 —acre tract; thence North 00 degrees 12 minutes 00 seconds East 30.65 feet along the east line of said 0.024 —acre tract to the north line of said Lot 4; thence South 89 degrees 48 minutes 28 seconds East 185.67 feet along said north line to the point of beginning and containing 1.891 acres, more or less. Subject to any easements, restrictions, covenants and rights of way of record. SCALE: 1 " = 20' 0 10 20 40 N O CA0 M000 L Lq C7 N 00 CgC9M 1 M M 00 I W W Cx T.aJ =Qo �No a OU QJ U � °A S 4 0 N p Qpe�clSTEpF�.e��/ * N0. PE10100401 0 STATE OF V ¢ z � z Z 0 O W ¢ V U O ��^^ v, Y L.L a o PARKING DATA c) Z5 Z5 �J & o Q O 0 U C/3 Z U 1..` C> o a_ STANDARD SPACES: 84 I>� Q I � II ADA SPACES: 4 N J m N 99TH STREET TOTAL SPACES: 88 5' a° a K N I I z N r I� �.I co LEGEND: ., . EX. (ASPHALT - A (,-I r n i HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL SHEET U 0 W F—I • W C) L� Q 'ITS THE LAW 2 WORKING DAYS BEFORE YOU DIG. WITHIN INDIANA OUTSIDE INDIANA 1- 800 -382 -5544 1 -800- 428 -5100 NOW uoEROGROU11 D PROIECOON SMW:E, W. PER INDIA STATE uw 6-09 -1991, IT IS AWW THE LAW M EXCAVATE WIMIT NOf M THE UIDFA6'ROIMO LOCATION SERVICE TWO (2) WORIWiC DAYS BEFORE COMIENCIIG WORN. KEY NOTES: OA LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET © HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET © HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL SHEET OD INTEGRAL CURB AND WALK, SEE DETAIL SHEET 6" STRAIGHT CURB, SEE DETAIL SHEET O CONCRETE WALK, SEE DETAIL SHEET © 2' CURB END TAPER O CONCRETE PARKING BUMPER, SEE DETAIL SHEET 0 PAVEMENT STRIPING OK MATCH EXISTING CURB /PAVEMENT /SIDEWALK © HANDICAP RAMP, SEE DETIAL SHEET MO HANDICAP PARKING SPACES, MAXIMUM 2% SLOPE ANY DIRECTION, SEE DETAIL SHEET TRANSITION FROM 6" STRAIGHT CU \B TO ROLL CURB © DUMPSTER ENCLOSURE ® LAWN /LANDSCAPE AREA, SEE LANDSCAPE PLAN (S BOLLARD, SEE DETAIL SHEET GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM. 11) ALL SANITARY MANHOLES IN NON -PAVED AREAS SHALL BE 3" ABOVE GRADE. NOTE: THE LOT COVERAGE IS 75% A part of Lots 3 and 4 in Block 6 in the Secondary Plat for Mayflower Park Lot 3 & 4, Block 6 and Lot 2, Block 7 and a Replat of Blocks 6 and 7, a subdivision in Clay Township, Hamilton County, Indiana, the plat of which is recorded in Plat Cabinet 3, Slide 389, in the Office of the Recorder of Hamilton County, Indiana, described as follows: Beginning at the northwest corner of said Lot 3; thence South 89 degrees 48 minutes 28 seconds East 24.48 feet along the north line of said lot; thence South 00 degrees 12 minutes 00 seconds West 277.54 feet; thence North 89 degrees 48 minutes 28 seconds West 303.44 feet to the west line of said Lot 4; thence North 00 degrees 12 minutes 00 seconds East 196.13 feet along said west line to the western line of said Lot 4- thence North 12 degrees 49 minutes 16 seconds East 70.02 feet along said western line to the northwestern line of said Lot 4; thence North 66 degrees 24 minutes 58 seconds East 32.45 feet along said northwestern line to the north line of said Lot 4; thence South 89 degrees 48 minutes 28 seconds East 18.58 feet along said north line to the west line of the 0.024 —acre tract described in Instrument Number 200200024115; thence South 00 degrees 12 minutes 00 seconds West 30.65 feet along said west line to the southwest corner of said 0.024 —acre tract; thence South 89 degrees 48 minutes 00 seconds East 29.71 feet along the south line of said 0.024 —acre tract to the southeast corner of said 0.024 —acre tract; thence North 00 degrees 12 minutes 00 seconds East 30.65 feet along the east line of said 0.024 —acre tract to the north line of said Lot 4; thence South 89 degrees 48 minutes 28 seconds East 185.67 feet along said north line to the point of beginning and containing 1.891 acres, more or less. Subject to any easements, restrictions, covenants and rights of way of record. SCALE: 1 " = 20' 0 10 20 40 N O CA0 M000 L Lq C7 N 00 CgC9M 1 M M 00 I W W Cx T.aJ =Qo �No a OU QJ U � °A S 4 0 N p Qpe�clSTEpF�.e��/ * N0. PE10100401 0 STATE OF V ¢ z � z Z 0 O W ¢ V U O ��^^ v, Y L.L a o Z c) Z5 Z5 �J & o Q O 0 U C/3 Z U 1..` C> a_ V I>� Q SHEET NO CC2 PROJECT NO. 040034 ¢ z � o Wz J w W W ¢ U ��^^ v, Y a o Z w M � Z Z5 Z5 �J & o Q o 0 U U �w SHEET NO CC2 PROJECT NO. 040034