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Home My WebLink About611114833A 0 .g o I ,--- .33.40 STRUCTURE #1 (INLET) SEE DETAIL 10/C502 RIM= 832.95 MATCH SIDEWALK 3325. 25 ---TZI P. GRADING LEGEND PROPOSED SPOT ELEVATION $48.00 PROPOSED CONTOUR 820 EXISTING SPOT ELEVATION EXISTING CONTOUR WALK ELEVATION POND FLOOR TOP OF FOUNTAIN PEDESTAL TOP OF WALL 320,00 820 WALK PF TF TW SITE GRADING/EROSION CONTROL PLAN SCALE: 1" = 30'-0" LEGEND ALL EROSION AND SEDIMENT CONTROL WORK SHALL 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS INSPECTION AND MAINTENANCE O MA INLET PROTECTION STRUCTURE. SEE EROSION DETAILS CONTROL 03/C105 AROUND & 04/C105. SF --- SILT FENCING (SEDIMENT FENCE). SEE DETAIL 02/C105. GL GRADING LIMITS °O°000°°0°°°0000 TEMPORARY GRAVEL ENTRANCE. 000n0000°0000 SEE DETAIL 01/C105. 000000000000 SOIL TYPE, BROOKSTON SILTY CLAY LOAM Br SEE SHEET C100 FOR SOILS MAP. FLOW PATH EROSION CONTROL BLANKET. (�) I= SEE DETAIL 01/C105. STORM INLET OR MANHOLE PROPOSED STORM SEWER CONSTRUCTION LIMIT LINE ■ %M%Mmm 0 20 40 80 EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS INSPECTION AND MAINTENANCE CONFORM TO THE STANDARDS, SPECIFICATIONS AND STONE ENTRANCE WITH UNWEATHERED STRAW SPREAD UNIFORMLY AT THE PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING PRIOR RATE OF TWO TONS PER ACRE OR 100 POUNDS PER AGENCIES, WHICHEVER HAS JURISDICTION. WEEKLY OR AFTER 1,000 SQUARE FEET, THIS MULCH SHOULD BE ANCHORED NEEDED PRIOR TO CLEARING & EARTHWORK WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH TO CLEARING & EARTHWORK ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, EXISTING INLET PROTECTION (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED STORM EVENTS AS EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL PRIOR IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL WEEKLY OR AFTER THE LOCAL OR CITY REQUIREMENTS. NEEDED VEGETATION AS MUCH AS POSSIBLE. ROUGH GRADING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL 9• PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. AFTER REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" WEEKLY OR AFTER ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY NEEDED DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH PAVING IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW TOPSOIL STOCKPILE TEMPORARY SEEDING INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE AFTER SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE WEEKLY OR AFTER PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE NEEDED EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY ROUGH GRADING THE PAVEMENT IS INSTALLED. EROSION CONTROL MATTING REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY. 10 PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES AFTER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, SEEDING ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATER AS NEEDED MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL - FINISH GRADING CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN PERMANENT SEEDING ATION AS SHOWN. AS NEEDED TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND AFTER FINISH GRADING. THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE 11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR UPSTREAM DRAINAGE AREAS ARE FINAL GRADING UNLESS OTHERWISE NOTED, SEE LAND - REMOVAL OF STRAW BALE INLET PROTECTION WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE LONGER REQUIRED SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION AFTER THAT MAY HAVE OCCURRED, STABILIZED AND VERIFICATION. 5, FINAL OR TEMPORARY SEEDING AND OR SODDING MUST BE AFTER ADJACENT AREAS ARE PERMANENT SEEDED. DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, 12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO EROSION CONTROL PLAN AND OR GRADING/DRAINAGE PLAN. UPSTREAM LOTS ARE STABILIZED IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION STABILIZED AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT VERIFY THIS IS NO SHALL BE USED AS INDICATED ON PLANS. IF LOCAL AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, UPSTREAM DRAINAGE AREAS ARE ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. EXISTING SYSTEM, THE IRRIGATION SUBCONTRACTOR 7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED 16. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING 5. PROMPTLY. AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE 12. EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION/REMOVAL SEQUENCE STONE ENTRANCE AS REQUIRED SCAPE PLAN AND OR EROSION CONTROL PLAN FOR PRIOR TO CLEARING & EARTHWORK SILT FENCE WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED TREE PROTECTION FENCING WEEKLY OR AS NEEDED PRIOR TO CLEARING & EARTHWORK OUT PONDING WATER. THE PAVING CONTRACTOR SHALL EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK RIPRAP DAM SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING STONE FILTER INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER PAVING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TOPSOIL STOCKPILE TEMPORARY SEEDING WATER AS NEEDED ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- AFTER TOPSIL STRIPPING & STOCKPILE RIPRAP OUTFALL PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY EROSION CONTROL MATTING WATER AS NEEDED TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AFTER FINISH GRADING AND PERMANENT SEEDING TEMPORARY SEEDING WATER AS NEEDED PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR AFTER FINISH GRADING SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- PERMANENT SEEDING WATER AND MULCH AS NEEDED ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD AFTER FINISH GRADING. REMOVAL OF RIPRAP DAMS VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED COUNTY, CITY OR LOCAL AGENCIES. AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TREE PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER ADJACENT AREAS ARE PERMANENT SEEDED. REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM LOTS ARE STABILIZED FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TEMPORARY CMP SEDIMENT RISER VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED INSTALLATION SEQUENCE 1. INSTALL SOIL EROSION FENCES, STONE ENTRANCES, TREE PROTECTION, AND EXISTING INLET PROTECTION. 2. SITE GRADING AND TERMPORARY SEEDING 3. INSTALL UNDERGROUND UTILITIES AND INLET PROTECTION DEVICES 4. PARKING LOT CONSTRUCTION 5. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING 6. REMOVE TEMPORARY SOIL EROSION MEASURES TEMPORARY SEEDING MARCH 1 TO MAY 15: OATS @ 3 BUSHELS/ACRE APRIL 1 TO AUGUST 30: ANNUAL RYEGRASSS 0 2 BUSHELS/ACRE JULY 20 TO OCTOBER 15: WHEAT CSD 2 BUSHELS/ACRE PROVIDE IRRIGATION FOR TEMPORARY SEEDING FROM JUNE 1 THRU AUGUST 31. GRADING/DRAINAGE NOTES: 1. ALL EXCAVATED ARE -AS TO BE SEEDED OR SODDED AFTER 12. 1T IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - KTF FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY SCAPE PLAN AND OR EROSION CONTROL PLAN FOR OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED DIRECTION AND VERIFICATION. UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN - OUT PONDING WATER. THE PAVING CONTRACTOR SHALL LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI-- TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY CATIONS. FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OF THE TOPPING COURSE. CORRECTION SHALL BE MADE IF TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR NECESSARY. MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON - 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE AND HOW IT MAY EFFECT THIS PROJECT AND IT'S PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR OWNER AS TO THEIR FUTURE RESPONSIBILITIES. SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 14 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN IMMEDIATELY FOR INSTRUCTIONS. TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE SIDEWALKS, THE CONTRACTOR MUST CLEAN OR PICK UP OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE UTILITY LOCATION COMPANY PRIOR TO THE START OF AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS SCHEDULE. WATER MAY BE USED AS A REDUCER. BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE LOCATION AND SIZE OF THESE UTILITIES MAYBE THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS APPROXIMATE. THIS INFORMATION WAS GATHERED OR BEFORE CONSTRUCTION IS TO START TO VERIFY ANY SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERiFI- NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS EXCAVATION. THAT SEEDED AREA. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL. THEMSELVES WITH THE SOIL CONDITIONS, SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 19. ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF ELEVATION. PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. 20, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE AND WILL BE AFFECTED BY THE NEW CONSTRUCTION,. PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE PRECAUTIONARY STEPS MUST BE TAKEN DURING THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. REQUIREMENTS, WHICHEVER HAS JURISDICTION. 11. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 'DON'T DIG BLIND' 'IT'S THE LAW" ,max. oneewouo ff-= Pe WRWr.,D. call 1-500-35Z-5544 Z Working Days Before You Dlg. l CSO Architecture Engineering Interiors Landscape Architecture Land Surveying I Corporate Office 280 East 98th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 @Copyright 2001 11 Owner/Contractor/Consultant 11 Scope Drawings: These drawings indicate the general scope of the project In terms of archItectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical, and electrical systems. The drowinys do not necessarily indicate or describe of work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described. the trade contractors shah furnish all iters required for the proper execution and completion of the work. Project: Carmel City Center Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Titir. GRADING & DRAINAGE PLAN Issue Description: Bids & Construction ReNsbns: i Certified By: ' t iC201-1 Drawing Number: Project Number. 20507 i J Issue Date Drawn By Checked By KTF Certified By: ' t iC201-1 Drawing Number: Project Number. 20507 i J 09-11-41 KTF KTF Certified By: ' t iC201-1 Drawing Number: Project Number. 20507 i J