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483 ,05 J I 0 0 1 S V S D LIMITS OF CONSTRUCTION S A D V A LIMITS OF CONSTRUCTION D S SEE LANTERN AREAH 11 LJ I�T i ENLARGEMENT THIS SHEET E� f 1� H 0H4 ti T F_1 194' d I ° 4: .4- 44 Qd ' a LMTOF CONSRCOA. C a4p a a F .1 . E• e. M ° WITS OF CONSTRUCTIONA D dL d 4. C a B• ed ad dR;< U JH I 7-�N - --� uMiTS OF CONSTRUCTION S A S D V S A 5 UMIIS OF CONSTRUCTIoN V D S !{ SEE TYPICAL SIDEWALK 0 0 L- I I ENLARGEMENT THIS SHEET SITE LAYOUT PLAN SCALE: 1" = 30,-0" 0 15 30 60 CENTRAL-­.­P4AZA ENLARGEMEN SCALE: 1" = 10'-0" %E%EE 0 5 10 20 1 e 0 GENERAL NOTES: 0 49-l1-Oi 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FINAL GRADING UNLESS OTHERWISE NOTED, SEE LAND- AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN Almew SCAPE PLAN AND OR EROSION CONTROL PLAN FOR TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, DIRECTION AND VERIFICATION. COUNTY, CITY OR LOCAL AGENCIES. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER, THE PAVING CONTRACTOR SHALL 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR IF NECESSARY. SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND O� I rr. 40' EJ TO EJ A C SIDEWALK ENLARGEMENT SCALE: 1" = 10'-0" %M%EE 0 5 10 20 LEGEND .:. J CONCRETE PAVEMENT CONCRETE PAVERS LIMESTONE POOL COPING PROPERTY LINE LIMITS OF CONSTRUCTION "�o KEY NOTES AO 4" THICK POURED CONCRETE PAVEMENT. SEE DETAIL 01/C502. Q EXAPNSION JOINT TYPICAL. SEE DETAIL 02/C502, CONTROL JOINT TYPICAL SEE DETAIL 01/C502. ® 8" X 8" CONCRETE PAVERS TYPICAL, COLOR AND MANUFACTURER TO BE APPROVED BY ARCHITECT. SEE DETAIL 02/C501. Q 2'-0" WIDE LIMESTONE POOL COPING WITH ROUNDED EDGE, SECTIONS TO BE 5'-0" LONG. SEE DETAIL 02/C501. PROVIDE "NO SWIMMING" INSCRIPTION EVERY 10TH SECTION, SEE DETAIL XX/C502. Q POURED CONCRETE POOL BOTTOM. SEE DETAIL 03/C501, GC� PVC POOL LINER TYPICAL. SEE DETAIL 01/C501. Q TRANSITION SLOPE IN POND TYPICAL. 0 PROPOSED TRANSFORMER LOCATION. SEE SHEET E101 FOR FURTHER INFORMATION. JO FOUNTAIN EQUIPMENT PIT LOCATION. FOR SCHEMATIC FOUNTAIN PIPING DAIGRAMS. SEE SHEET C401. 0 PERGOLA STRUCTURE TYPICAL.. SEE SHEETS A201 -A206 FOR CONSTRUCTION . © BRICK PERGOLA COLUMN BASE TYPICAL. (36 TOTAL) SEE SHEETS A201- A206 FOR CONSTRUCTION. Q POURED E1 CFQR ONCRETE CONFOUNTAIN, STRUCTURE #1. SEE DETAIL 08/C501 & 09/C50 POURED COOK CONSTRUCT AIN. STRUCTURE #2. SEE DETAIL 08/C501 & ® PROPERTY LINE TYPICAL. © TRANSITION SMOOTHLY FORM EXISTING CONCRETE PAVEMENT TO PROPOSED CONCRETE PAVEMENT. PROPOSED CONCRETE WALK BY OTHERS POLE LIGHT LOCATION. SEE SHEET E101 FOR FURTHER INFORMATION. a TYPICAL POND OVERFLOW BOX. SEE DETAIL 04/C501. POND OVERFLOW BOX W/ DRAIN TYP, SEE DETAIL 07/C501, a PROPOSED 6' LONG BENCH TYP, (16 TOTAL) LANTERN AREA ENLARGEMENT SCALE: 1" = 10'-0" %?%No 0 5 10 20 } 'DON'T DIG BUND' 'IT' 5 THE LAW O unammo m rearectan $r0r M, Gall 1-500-352-5544 2 Working Days Before You Dig, Architecture I Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East Stith Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317,574.0857 QCopyright 2001 (I Owner/Contractor/Consultant: 11 Scope Draw These dro>r js Indicate fhe general scope of the project in terms of architectural design concept, the dimensions of the building,. the major architectural :rnents and the type of structural, mechanical; and electrical Systeme. The drawings do not necessarily inanddicate or describe all work required for full performance completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish oil items required for the proper execution and cornpietlon of the work. Project: Carmel City � Center j Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE LAYOUT PLAN Issue Description: Bids & Construction Revisions: i GENERAL NOTES: Checked By 49-l1-Oi 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FINAL GRADING UNLESS OTHERWISE NOTED, SEE LAND- AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN SCAPE PLAN AND OR EROSION CONTROL PLAN FOR TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, DIRECTION AND VERIFICATION. COUNTY, CITY OR LOCAL AGENCIES. 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- OUT PONDING WATER, THE PAVING CONTRACTOR SHALL 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR IF NECESSARY. SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- SCHEDULE. WATER MAY BE USED AS A REDUCER. STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE, PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR THE LOCATION AND SIZE OF THESE UTILITIES MAYBE SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- APPROXIMATE. THIS INFORMATION WAS GATHERED OR ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE IMMEDIATELY FOR INSTRUCTIONS. FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- THAT SEEDED AREA. IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND 18. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT UTILITY LOCATION COMPANY PRIOR TO THE START OF HIMSELF WITH THE SOIL CONDITIONS. EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP - HAS JURISDICTION SO NOT TO CAUSE DAMAGE. MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL 5. IT I5 THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS RECONSTRUCTED TO {T'S ORIGINAL OR AS REQUIRED OR BEFORE CONSTRUCTION 1S TO START TO VERIFY ANY DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. OR DURING THE SCHEDULED PAVING. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO 20. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT, CONTROL THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXCAVATION. EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- PLANS, PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS 21. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL AND SPECIFICATIONS FOR THE APPROVED MATERIALS. JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN- SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON - 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. THE CURBS ARE POURED. 8, TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW 22. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL, PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED. 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE 23. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER UNLESS OTHERWISE NOTED. PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH 24. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. DAMAGE. 25. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST TO EXISTING AREAS AS NECESSARY. CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL 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. 12. IT 1S THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI- CATIONS. 13, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARE ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S` ra OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 'DON'T DIG BUND' 'IT' 5 THE LAW O unammo m rearectan $r0r M, Gall 1-500-352-5544 2 Working Days Before You Dig, Architecture I Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East Stith Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317,574.0857 QCopyright 2001 (I Owner/Contractor/Consultant: 11 Scope Draw These dro>r js Indicate fhe general scope of the project in terms of architectural design concept, the dimensions of the building,. the major architectural :rnents and the type of structural, mechanical; and electrical Systeme. The drawings do not necessarily inanddicate or describe all work required for full performance completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors sholl furnish oil items required for the proper execution and cornpietlon of the work. Project: Carmel City � Center j Reflecting Pond City Center Drive & 3rd Avenue Carmel, IN Drawing Title: SITE LAYOUT PLAN Issue Description: Bids & Construction Revisions: i Certift Issue Date Checked By 49-l1-Oi KTF Certift Drawn By Checked By 49-l1-Oi KTF KTF I By: 0101 Project Mmber: 20507