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Home My WebLink AboutC200 Site Plan1 _0 0 a) CN 0 0 0 O O 0 Cn N N Cn cU 0 U 0 0 0 0 U 0 O_ c 0 O O 0 O_ SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. ALL DIMENSIONS AT INTEGRAL CURB WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY UNES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. I. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPUANCE WITH CITY STANDARDS AND ORDINANCES. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTIUTIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. E. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTIUTIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. i. THE REMOVAL AND DEMOUTION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. i. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. ;I. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. Z. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 5. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 7. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. EROSION CONTROL NOTE 1. PRIOR TO COMMENCING WORK, INSTALL INLET PROTECTION ON ALL INLET CASTINGS ALONG THE PARKWOOD CROSSING BLVD. REMOVE ONLY AFTER DISTURBED AREA. HAS BEEN FULLY STABILIZED. 2. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 3. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE CITY OF CARMEL. 6. SEEDBED PREPARATION FOR PERMANENT SEEDING: A. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION.) B. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. C. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT FERTILIZER. D. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. NOTE: JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF /4" AND FILLED WITH JOINT FILLER. 5' -O" BETWEEN CONTROL JOINTS ADA RAMP (SEE DETAIL C201) PROVIDE PEDESTRIAN CROSSWALK SIGN (PARK STANDARD) r 5, AVM V INSET "A" SEE SHEET C202 ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. PARKWOOD CROSSING BLVD. (PRIVATE ROAD) EXISTING CURB 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE EXPANSION JOINT 6x6 10/10 WELDED WIRE FABRIC r- BROOM FINISH VARIES 3' -6" TO 5' -0" Zo.iiON*poi *W41 *aW4VWWWWWWi .WWW4Wip e0 r4 i N!X-Y!rhl X741 z.1 0 4Y!q! r Xci!r L `iO I NI N x ik/' i" i ;�.tipNpl stI T 0 4 1',40 0 i Y i T.1!Y`�! NONI 4K Y A i`r a iku. 4 4.1 0 eiYei` tr Ik Aire iY ifei r �i te -fo 4 1::w: :�::ai::a m4I 41 mOrde .��_faloi= 1:4irl�_ i• DoT ��_'i;1�I -'d 2% SLOPE WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND TYPICAL SECTION 'A' NO SCALE NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) EXISTING CURB 1" SURFAC 4" COMPACTED #53 STONE COMPACTED AND WELL DRAINED SUBGRADE VARIES 3' -6" TO 5' -0" 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) DONT DIG BLIND GRAPHIC SCALE IN FEET MATCHLINE SHEET C200 MATCHLINE SHEET C201 1 -800 -382 -5544 CALL TOLL FREE ADJUST GRADE BETWEEN WALK AND FENCE TO PREVENT STORMWATER RUNOFF FROM RIGHT -OF -WAY FROM ENTERING SITE. VARIES 2% SLOPE 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH TYPICAL SECTION 'B' NO SCALE WIDE, MIN. 1" DEPTH APPLIED ANTI- SPALLING 2% SLOPE COMPOUND NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) VARIES itw +ate -VN',. 1" SURFACE 2" BINDER 4" COMPACTED #53 STONE' COMPACTED AND WELL DRAINED SUBGRADE 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) Duke CONSTRUCTION 600 East 96th Street Sine 100 Indianapolis IN 46240 Phone (317 808 -6000 Fax (31 808 -6797 II I Certified By: Drawing Number. 0200 Of Sheets Duke Realty Job Number: A/E Job Number: 69770 1 _0 0 a) CN 0 0 0 O O 0 Cn N N Cn cU 0 U 0 0 0 0 U 0 O_ c 0 O O 0 O_ SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. ALL DIMENSIONS AT INTEGRAL CURB WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY UNES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. I. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPUANCE WITH CITY STANDARDS AND ORDINANCES. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTIUTIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. E. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTIUTIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. i. THE REMOVAL AND DEMOUTION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. i. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. ;I. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. Z. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 5. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 7. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. EROSION CONTROL NOTE 1. PRIOR TO COMMENCING WORK, INSTALL INLET PROTECTION ON ALL INLET CASTINGS ALONG THE PARKWOOD CROSSING BLVD. REMOVE ONLY AFTER DISTURBED AREA. HAS BEEN FULLY STABILIZED. 2. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 3. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE CITY OF CARMEL. 6. SEEDBED PREPARATION FOR PERMANENT SEEDING: A. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION.) B. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. C. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT FERTILIZER. D. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. NOTE: JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF /4" AND FILLED WITH JOINT FILLER. 5' -O" BETWEEN CONTROL JOINTS ADA RAMP (SEE DETAIL C201) PROVIDE PEDESTRIAN CROSSWALK SIGN (PARK STANDARD) r 5, AVM V INSET "A" SEE SHEET C202 ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. PARKWOOD CROSSING BLVD. (PRIVATE ROAD) EXISTING CURB 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE EXPANSION JOINT 6x6 10/10 WELDED WIRE FABRIC r- BROOM FINISH VARIES 3' -6" TO 5' -0" Zo.iiON*poi *W41 *aW4VWWWWWWi .WWW4Wip e0 r4 i N!X-Y!rhl X741 z.1 0 4Y!q! r Xci!r L `iO I NI N x ik/' i" i ;�.tipNpl stI T 0 4 1',40 0 i Y i T.1!Y`�! NONI 4K Y A i`r a iku. 4 4.1 0 eiYei` tr Ik Aire iY ifei r �i te -fo 4 1::w: :�::ai::a m4I 41 mOrde .��_faloi= 1:4irl�_ i• DoT ��_'i;1�I -'d 2% SLOPE WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND TYPICAL SECTION 'A' NO SCALE NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) EXISTING CURB 1" SURFAC 4" COMPACTED #53 STONE COMPACTED AND WELL DRAINED SUBGRADE VARIES 3' -6" TO 5' -0" 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) DONT DIG BLIND GRAPHIC SCALE IN FEET MATCHLINE SHEET C200 MATCHLINE SHEET C201 1 -800 -382 -5544 CALL TOLL FREE ADJUST GRADE BETWEEN WALK AND FENCE TO PREVENT STORMWATER RUNOFF FROM RIGHT -OF -WAY FROM ENTERING SITE. VARIES 2% SLOPE 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH TYPICAL SECTION 'B' NO SCALE WIDE, MIN. 1" DEPTH APPLIED ANTI- SPALLING 2% SLOPE COMPOUND NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) VARIES itw +ate -VN',. 1" SURFACE 2" BINDER 4" COMPACTED #53 STONE' COMPACTED AND WELL DRAINED SUBGRADE 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) Duke CONSTRUCTION 600 East 96th Street Sine 100 Indianapolis IN 46240 Phone (317 808 -6000 Fax (31 808 -6797 _0 0 a) CN 0 0 0 O O 0 Cn N N Cn cU 0 U 0 0 0 0 U 0 O_ c 0 O O 0 O_ SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. ALL DIMENSIONS AT INTEGRAL CURB WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY UNES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. I. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPUANCE WITH CITY STANDARDS AND ORDINANCES. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTIUTIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1 -800- 382 -5544. E. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTIUTIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. i. THE REMOVAL AND DEMOUTION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. i. EXISTING PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. ;I. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND /OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. Z. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 5. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 7. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. EROSION CONTROL NOTE 1. PRIOR TO COMMENCING WORK, INSTALL INLET PROTECTION ON ALL INLET CASTINGS ALONG THE PARKWOOD CROSSING BLVD. REMOVE ONLY AFTER DISTURBED AREA. HAS BEEN FULLY STABILIZED. 2. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 3. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE CITY OF CARMEL. 6. SEEDBED PREPARATION FOR PERMANENT SEEDING: A. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION.) B. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. C. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT FERTILIZER. D. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. NOTE: JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF /4" AND FILLED WITH JOINT FILLER. 5' -O" BETWEEN CONTROL JOINTS ADA RAMP (SEE DETAIL C201) PROVIDE PEDESTRIAN CROSSWALK SIGN (PARK STANDARD) r 5, AVM V INSET "A" SEE SHEET C202 ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. PARKWOOD CROSSING BLVD. (PRIVATE ROAD) EXISTING CURB 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE EXPANSION JOINT 6x6 10/10 WELDED WIRE FABRIC r- BROOM FINISH VARIES 3' -6" TO 5' -0" Zo.iiON*poi *W41 *aW4VWWWWWWi .WWW4Wip e0 r4 i N!X-Y!rhl X741 z.1 0 4Y!q! r Xci!r L `iO I NI N x ik/' i" i ;�.tipNpl stI T 0 4 1',40 0 i Y i T.1!Y`�! NONI 4K Y A i`r a iku. 4 4.1 0 eiYei` tr Ik Aire iY ifei r �i te -fo 4 1::w: :�::ai::a m4I 41 mOrde .��_faloi= 1:4irl�_ i• DoT ��_'i;1�I -'d 2% SLOPE WIDE, MIN. 1" DEPTH APPLIED ANTI SPALLING COMPOUND TYPICAL SECTION 'A' NO SCALE NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) EXISTING CURB 1" SURFAC 4" COMPACTED #53 STONE COMPACTED AND WELL DRAINED SUBGRADE VARIES 3' -6" TO 5' -0" 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) DONT DIG BLIND GRAPHIC SCALE IN FEET MATCHLINE SHEET C200 MATCHLINE SHEET C201 1 -800 -382 -5544 CALL TOLL FREE ADJUST GRADE BETWEEN WALK AND FENCE TO PREVENT STORMWATER RUNOFF FROM RIGHT -OF -WAY FROM ENTERING SITE. VARIES 2% SLOPE 3" GRANULAR BACKFILL COMPACTED AND WELL DRAINED SUBGRADE 6x6 10/10 WELDED WIRE FABRIC BROOM FINISH TYPICAL SECTION 'B' NO SCALE WIDE, MIN. 1" DEPTH APPLIED ANTI- SPALLING 2% SLOPE COMPOUND NOTES: 1.) CONTROL JOINTS 5' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) MATCH EXISTING GRADE (3:1 MAX.) VARIES itw +ate -VN',. 1" SURFACE 2" BINDER 4" COMPACTED #53 STONE' COMPACTED AND WELL DRAINED SUBGRADE 2% SLOPE MATCH EXISTING GRADE (3:1 MAX.) Duke CONSTRUCTION 600 East 96th Street Sine 100 Indianapolis IN 46240 Phone (317 808 -6000 Fax (31 808 -6797