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HomeMy WebLinkAboutSite Layout PlanW L FAM 1AILWd" MERCHANTS SQUARE WEST WIN SITE LAYOUT PLAN SCALE: 1" a 20' i a w rt NEB MERCHgN r W .. ' H S SQ DR/ �E . F , Ra'�� D:.:,..,...., �:,'. 36' B K C ................. . A PR POSED ,,.,.. ANK 8' . P 0 A i ...:.....,. 0 H x •.:.:.:.•...•.:.:.: k A A.......... r •••1••1••1••,•• • •• .• „`;, :•;:, 'o' , .. CO r" A r' f;. f LAYOUT KEY NOTES: AO PROPOSED 6" CONC. CURB. SEE DETAIL 08/C107. © 4" CONC. SIDEWALK. SEE DETAIL 04 & 05/C107. © INTEGRAL CONCRETE CURB ANB WALK. SEE DETAIL 13/C107. QD ASPHALT PAVEMENT. SEE DETAIL 03/C107. QE HC. RAMP SEE DETAIL 09/C107. FO HANDICAP PARKING SYMBOL. SEE DETAIL 02/C107. © CONTROL JOINT. SEE DETAIL 04/C107. OH EXPANSION JOINT" SEE DETAIL 07/C107. QI 6" CONCRETE PAVEMENT. SEE DETAIL 12/C107. CURB ISLAND. SEE DETAIL 14/C107. QK 5' X 9.5' CONCRETE STOOP. SEE DETAIL 06/C107 (SIMILAR). Q MATCH NEW ASPHALT WITH EX. ASPHALT. 0 MATCH NEW CONCRETE CURB ELEVATION TO EXISTING CURB ELEVATION NQ 4" WHITE STRIPING. Q 6" DIA. BARRIER POST. SEE DETAIL 01/C107 © PAINTED ARROW MARKING, SEE DETAIL 17/C107 & 18/C107. ® VAN ACCESSIBLE HANDICAP PARKING SIGN PER DETAIL 19/C107. ® PROPOSED LOCATION OF ATM. QS PROPOSED LOCATION OF 7'X7', 6" CONCRETE TRANSFORMER PAD TO PROPOSED LIGHTPOLE LOCATION. REFER TO SHEET E101 FOR FURTHER INFORMATION. QU DIRECTIONAL SIGN, SEE DETAIL 16/C107 VO 4" CONCRETE CONDENSER UNIT PAD. SEE MECHANICAL PLANS. OW PROPOSED CURB FOR REALIGNED MERCHANTS SQUARE DRIVE, BY OTHERS. QX DOUBLE SIDED DIRECTIONAL SIGN. EAST FACING SIDE, REFER TO DET. 16/C107 WEST FACING SIDE TO BE A YEILD SIGN. 7 LEGEND: ffil NEW CONCRETE NEW ASPHALT Q • 6" DIA. BARRIER POST gPROPOSED LIGHT POLE PARKING DATA: SPACES REQUIRED 12 SPACES PROVIDED 12 STANDARD SPACES 11 HANDICAP SPACES 1 TOTAL PROVIDED 12 CSMrchitects Engineers&lnteriors 280 East 96th Street Suite 200 rr al... FAX 317.574.0957 A . W Land Planning Historic Architecture z Interior Design Space Planning Land Surveying ®Copyright 2001 Scope These drawings indicate the general scope of the Scope ect In terms of architectural design concept, D 9 D. Drawings dimensions of the building. major ec- elements R�ECEM t tor's sholl fumieh required all items for the proper execution and Completion of the work. Revisions: 3 2 z _ Off 19 2001 { Drawn By GENERAL NOTES: q� n MSO U 4 Z o ffil NEW CONCRETE NEW ASPHALT Q • 6" DIA. BARRIER POST gPROPOSED LIGHT POLE PARKING DATA: SPACES REQUIRED 12 SPACES PROVIDED 12 STANDARD SPACES 11 HANDICAP SPACES 1 TOTAL PROVIDED 12 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. 10. IT IS 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. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR 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 OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 12. 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 AGENCIES. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 27. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. "DON'T DIG BLIND" "IT'S THE LAW" li UNDINA6140" Mon ET" WWI!. sea Call 1 -800 -382 -5544 2 Working Days Before You Dig. CSMrchitects Engineers&lnteriors 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 A . W Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning Land Surveying ®Copyright 2001 Scope These drawings indicate the general scope of the Scope ect In terms of architectural design concept, D 9 D. Drawings dimensions of the building. major ec- elements R�ECEM Q tor's sholl fumieh required all items for the proper execution and Completion of the work. Revisions: ,L5/8/01 REVISE ATM DRIVE z _ Off 19 2001 Date Drawn By GENERAL NOTES: 3/01/01 -_ DOCS MSO U 4 Z o � Q 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 14. THE UTILITIES INDICATED ON THESE PLANS AND -ON THE � U FINAL GRADING UNLESS OTHERWISE NOTED. SEE EROSION SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL -THE 4 E- O CONTROL PLAN FOR DIRECTION AND VERIFICATION. EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. Z M d Q) THE LOCATION AND SIZE OF THESE UTILITIES MAYBE Q F 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- APPROXIMATE. THIS INFORMATION WAS GATHERED OR = OUT PONDING WATER. THE PAVING CONTRACTOR SHALL SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY U Certified By TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE Of 910023 FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION W Sheet No. MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION 3 Of 8 Sheets INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. � OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE 15. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR IF NECESSARY. SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- THAT SEEDED AREA. STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE 16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT r FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE HIMSELF WITH THE SOIL CONDITIONS. ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE 17. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS i PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP - SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL s3? ANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR IMMEDIATELY FOR INSTRUCTIONS. DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL F, r 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL S t CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION s; CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY OR DURING THE SCHEDULED PAVING. LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL 18. ALL STRIPES ARE TO BE 4" PAINTED WHITE, UNLESS THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- OTHERWISE NOTED ON THE PLANS, DETAILS, OR IN THE IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE SPECIFICATIONS. OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF 19. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL BY THE UTILITY CONTRACTOR OR CONTRACTORS OR JOINTS SHALL NOT EXCEED 10' -0" MAXIMUM ON CENTER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT EXPANSION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM HAS JURISDICTION SO NOT TO CAUSE DAMAGE. ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL PLANS. it THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS 20. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL ' '. BEFORE CONSTRUCTION IS TO START TO VERIFY ANY JOINTS AND NOT TO EXCEED 10' -0" MAXIMUM. EXPAN- UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- SION JOINTS SHALL NOT EXCEED 40' -0" MAXIMUM. CON - CATIONS LOCATIONS, SIZE AND DEPTHS SHALL BE MADE ' TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. THE CURBS ARE POURED. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, it THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO 21. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF `J A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED, THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 22. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL UNLESS OTHERWISE NOTED. SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS 23. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. AND SPECIFICATIONS FOR THE APPROVED MATERIALS. I; 24• PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE TO EXISTING AREAS AS NECESSARY. PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER 25. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT PRECAUTIONARY STEPS MUST BE TAKEN DURING THE MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE DAMAGE. EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH A TACT COAT MATERIAL BEFORE THE NEW ASPHALT IS 8. ALL CONSTRUCTION METHODS AND MATERIALS MUST INSTALLED. CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL 26. ALL HANDICAP RAMPS THAT ARE PERPENDICULAR TO THE REQUIREMENTS, WHICHEVER HAS JURISDICTION. CURB SHALL NOT EXCEED A SLOPE OF 1 is IN 12" LONG- ITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN 9. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, DETAILS FOR SPECIFICATIONS. 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. 10. IT IS 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. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR 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 OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 12. 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 AGENCIES. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 27. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. "DON'T DIG BLIND" "IT'S THE LAW" li UNDINA6140" Mon ET" WWI!. sea Call 1 -800 -382 -5544 2 Working Days Before You Dig. CSMrchitects Engineers&lnteriors 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Architecture Engineering Land Planning Historic Architecture Landscape Architecture Interior Design Space Planning Land Surveying ®Copyright 2001 Scope These drawings indicate the general scope of the Scope ect In terms of architectural design concept, D 9 D. Drawings dimensions of the building. major ec- elements tthe arol d t type of structural. mechani- cal, electrical systems. The drowair do not necessarily indicate or describe all work required for full performance and completion of the requre- ments of the Contract On the basis of the general scope indicated or described the trade contrac- tor's sholl fumieh required all items for the proper execution and Completion of the work. Revisions: ,L5/8/01 REVISE ATM DRIVE 20 8/20/01 P.C.# 5 Date Drawn By Checked By 3/01/01 MTT MSO U 4 Z o � Q 4 (1) Q_ U D 4 E- O L: 1 q< M d Q) W F U Certified By No. 910023 gs STATE OF erg " "nnnnnmua��a� � Certified By Sheet No. C102 3 Of 8 Sheets File No. 20263