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Home My WebLink AboutSUA 91-02 St. Elizabeth Ann Seton Rectory - Site Plan - C1B C D E GENERAL NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. ALL RADII SHALL BE 5' UNLESS NOTED OTHERWISE ON PLANS. 3. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. PAVEMENT CONSTRUCTION 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. A. PREPARE THE SUB GRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. B. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 403. C. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. PARKING LOT STRIPING 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT —P- 115A FOR TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 2. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND HAND BROOM TO REMOVE LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR IS TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF FOUR INCHES. CONCRETE PAVEMENT AND WALKS 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO A.S.T.M. C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. A -185. 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 6% ±1% AIR ENTRAINMENT. 4. APPLICATION A. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUB GRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. B. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL.. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.10 OF THE INDOT SPECIFICATIONS SHALL APPLY. C. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 1 2 IIIIIIIIIIIIII I I IIIIIIIIIIII 6' WALK AND CURB R= 50.00' L= 54.72' X »E Ng1 °2 r� 53.52 4 FO� PSEM�N ORp,�N b V 4 j• 3 R= 40.00' L= 47.98' X) 3s) 0 32.8' CONCRETE PATIO AT GRADE RAISED WOOD DECK RAISED WOOD DECK RETAINING WALL i csF i 1 i 0 30 0 15 30 60 G Buried w Buried L Buried T Buried X —OUL— T GRAPHIC SCALE IN FEET 1 inch 30 ft. LECE\3 Gas Line Water Line Electric Line Telephone Line Fence Overhead Utility Line Telephone Pedestal Inlet Manhole Utility Pole Sign PROPOSED LEGEND Light Duty Pavement Concrete Sidewalk Landscape Area 0 AC 0 N a 0 -O- 0% Light Pole Fire Hydrant Sprinkler Air Conditioner Gas Meter Water Valve Curb Inlet Transformer 0 wood fence Clean Out "Holey Moley" says, "DON'T DIG BLIND" Call Monday through Friday -7 AM to 6 PM 1- 800 382 -5544 PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MOENCH ENGINEERING A Professional Corporation P.O. BOX 396 2900 EAST U.S. 40, SUITE 4 CLAYTON, INDIANA 46118 317- 539 -4915 317- 539 -6284 (FAX) THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH MOENCH ENGINEERING, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF MOENCH ENGINEERING, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. z >,O LU w 0 D 1" oW (I) Cri 0 iii Z (1) Brian E. Moench P.E. 9500048 l cu 0 4 0_ (IL) ow scp 2 E Lo Lo 0 X xxxxxxxxx xx /xx /xx No. Revision /Issue Date Sheet Name: SITE PLAN Sheet Number: C 1 Project Number: 0225 B C D E GENERAL NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. ALL RADII SHALL BE 5' UNLESS NOTED OTHERWISE ON PLANS. 3. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. PAVEMENT CONSTRUCTION 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. A. PREPARE THE SUB GRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. B. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 403. C. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. PARKING LOT STRIPING 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT —P- 115A FOR TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 2. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND HAND BROOM TO REMOVE LOOSE MATERIAL BEFORE STRIPING. THE SUBCONTRACTOR IS TO PROVIDE BARRIERS TO PREVENT MARRING OF LINES BY VEHICLES UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF FOUR INCHES. CONCRETE PAVEMENT AND WALKS 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO A.S.T.M. C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. A -185. 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 6% ±1% AIR ENTRAINMENT. 4. APPLICATION A. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUB GRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. B. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL.. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.10 OF THE INDOT SPECIFICATIONS SHALL APPLY. C. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 1 2 IIIIIIIIIIIIII I I IIIIIIIIIIII 6' WALK AND CURB R= 50.00' L= 54.72' X »E Ng1 °2 r� 53.52 4 FO� PSEM�N ORp,�N b V 4 j• 3 R= 40.00' L= 47.98' X) 3s) 0 32.8' CONCRETE PATIO AT GRADE RAISED WOOD DECK RAISED WOOD DECK RETAINING WALL i csF i 1 i 0 30 0 15 30 60 G Buried w Buried L Buried T Buried X —OUL— T GRAPHIC SCALE IN FEET 1 inch 30 ft. LECE\3 Gas Line Water Line Electric Line Telephone Line Fence Overhead Utility Line Telephone Pedestal Inlet Manhole Utility Pole Sign PROPOSED LEGEND Light Duty Pavement Concrete Sidewalk Landscape Area 0 AC 0 N a 0 -O- 0% Light Pole Fire Hydrant Sprinkler Air Conditioner Gas Meter Water Valve Curb Inlet Transformer 0 wood fence Clean Out "Holey Moley" says, "DON'T DIG BLIND" Call Monday through Friday -7 AM to 6 PM 1- 800 382 -5544 PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MOENCH ENGINEERING A Professional Corporation P.O. BOX 396 2900 EAST U.S. 40, SUITE 4 CLAYTON, INDIANA 46118 317- 539 -4915 317- 539 -6284 (FAX) THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH MOENCH ENGINEERING, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF MOENCH ENGINEERING, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. z >,O LU w 0 D 1" oW (I) Cri 0 iii Z (1) Brian E. Moench P.E. 9500048 l cu 0 4 0_ (IL) ow scp 2 E Lo Lo 0