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HomeMy WebLinkAbout07030005.44J , �i i 4 7 l A' .x;'A 1 J I VI\ 1 MASONRY BLDG CONSTRUCTION GENERAL NOTES y 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR GRADING UNLESS OTHERWISE NOTED. SEE OR EROSION CONTROL ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL 3 PLAN FOR DIRECTION AND VERIFICATION. UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED Y DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR MAY EFFECT THIS PROJECT ' T AND ITS OWNER AS TO AN AND HOW IT M LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE THEIR FUTURE RESPONSIBILITIES. . ....... .__ .,_,......_... "_._.,.v_,_..... _._- CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS E CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL FOR INSTRUCTIONS. DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. t ' 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 4 CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY ROADS, DRAVVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR r.,..,t _ - OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 12. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY SITE LAYOUT PLAN SCALE: 1" = 30' o' 15' 30' 60' n-r SCALE: 1 ° = 30' NORTH t d . 'TG ASPHALT AVEMENT ASPHALT BASE PMATCH EXISTING - LOWABLE FILL BACKFILL AVEMENT SECTION) CUT PAVEMENT REPAIR DETAIL o2 NTS C200/ BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR EXXPANSION JT. SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 10/10 GRADE FINISH FL. ELEV. W.W.F. W /BROOM FINISH #4 REBAR 20" LLONG @ 12" O.C. SEE STIR. PLAN ":��. • d- FOR CONTIN. ,... ITI= 1Ti =1il 1 /2" PREFORMED III =I I- EXXPANSION JT. (SEE DETAIL) 6 " '• I � N 4" DRAINAGE FILL TURN SLAB 1' -6 "— DOWN OUTER SIDES 6�� WELL COMPACTED BELOW FIN. GRADE 5' -0" SUBSOIL OR PVMT. CONCRETE STOOP DETAIL 0 4. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. 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. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. PLAN NOTES: MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 14, REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 15. 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. ® CONCRETE STOOP CENTERED ON DOOR, SEE DETAIL 01/C200. QB UNDERGROUND TUNNEL, SEE ARCHITECTURAL AND STRUCTURAL PLAN FOR FURTHER INFORMATION. © UNDERGROUND DETENTION MODIFICATION, CONTRACTOR WILL RELOCATE THE EXISTING HEADER PIPE OF THE EXISTING UNDERGROUND DETENTION AT THE WEST END & RELOCATE. THIS INCLUDES THE MANHOLE FRAME, LID & RISER. @D 6' FOOT TALL, CONSTRUCTION FENCE. OE SEE SHEET C400 FOR CONSTRUCTION ENTRANCE DRIVE, LAYDOWN & STAGING AREA. �F ASPHALT PATCH SEE DETAIL 02/C200. © SEE ARCHITECTURAL & STRUCTURAL PLANS FOR EXACT DIMENSIONS. OH COORDINATE SHOWN ARE BASED ON PE VIOUS CARMEL PROJECT (PARCEL 5). DIMENSIONS SHOWN TO PROPERTY LINE ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION. THE X AND Y COORDINATES LOCATE THE OUTSIDE OF WALL AT EACH CORNER. LEGEND — PROPOSED CONSTRUCTION FENCE �■ CONSTRUCTION LIMITS O RELOCATED MANHOLE 1 NTS -� 20 !i! r HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 AF FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Street, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.esoinc.net Project: CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturel elements cnd the type of structural, mechanical and electrical systems The drawings do not necessarily indicate or describe all work required for full performance and complenon of the requirements of the Contract On the basis of the generol scope indicoted or described, the trade contractors shall furnish all items seq,r a for the proper execution and completson of the work Drawing Title: SITE LAYOUT PLAN Revisions: Issue f.' },4 01/31/07 r s i ,J'' i yr E; I 3 E s t •' i ;w; 00 f � j II f i S% I`?ill(li` t f fix; `s f i ! I s 1. i F{ ; it ; , I...?_.J #� l �i ,'t, 1 i I i q, ,.r;� u f. i(�., "i 3'sr 4J , �i i 4 7 l A' .x;'A 1 J I VI\ 1 MASONRY BLDG CONSTRUCTION GENERAL NOTES y 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR GRADING UNLESS OTHERWISE NOTED. SEE OR EROSION CONTROL ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL 3 PLAN FOR DIRECTION AND VERIFICATION. UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED Y DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR MAY EFFECT THIS PROJECT ' T AND ITS OWNER AS TO AN AND HOW IT M LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE THEIR FUTURE RESPONSIBILITIES. . ....... .__ .,_,......_... "_._.,.v_,_..... _._- CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS E CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL FOR INSTRUCTIONS. DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. t ' 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 4 CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY ROADS, DRAVVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR r.,..,t _ - OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 12. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY SITE LAYOUT PLAN SCALE: 1" = 30' o' 15' 30' 60' n-r SCALE: 1 ° = 30' NORTH t d . 'TG ASPHALT AVEMENT ASPHALT BASE PMATCH EXISTING - LOWABLE FILL BACKFILL AVEMENT SECTION) CUT PAVEMENT REPAIR DETAIL o2 NTS C200/ BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR EXXPANSION JT. SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 10/10 GRADE FINISH FL. ELEV. W.W.F. W /BROOM FINISH #4 REBAR 20" LLONG @ 12" O.C. SEE STIR. PLAN ":��. • d- FOR CONTIN. ,... ITI= 1Ti =1il 1 /2" PREFORMED III =I I- EXXPANSION JT. (SEE DETAIL) 6 " '• I � N 4" DRAINAGE FILL TURN SLAB 1' -6 "— DOWN OUTER SIDES 6�� WELL COMPACTED BELOW FIN. GRADE 5' -0" SUBSOIL OR PVMT. CONCRETE STOOP DETAIL 0 4. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. 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. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. PLAN NOTES: MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 14, REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 15. 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. ® CONCRETE STOOP CENTERED ON DOOR, SEE DETAIL 01/C200. QB UNDERGROUND TUNNEL, SEE ARCHITECTURAL AND STRUCTURAL PLAN FOR FURTHER INFORMATION. © UNDERGROUND DETENTION MODIFICATION, CONTRACTOR WILL RELOCATE THE EXISTING HEADER PIPE OF THE EXISTING UNDERGROUND DETENTION AT THE WEST END & RELOCATE. THIS INCLUDES THE MANHOLE FRAME, LID & RISER. @D 6' FOOT TALL, CONSTRUCTION FENCE. OE SEE SHEET C400 FOR CONSTRUCTION ENTRANCE DRIVE, LAYDOWN & STAGING AREA. �F ASPHALT PATCH SEE DETAIL 02/C200. © SEE ARCHITECTURAL & STRUCTURAL PLANS FOR EXACT DIMENSIONS. OH COORDINATE SHOWN ARE BASED ON PE VIOUS CARMEL PROJECT (PARCEL 5). DIMENSIONS SHOWN TO PROPERTY LINE ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION. THE X AND Y COORDINATES LOCATE THE OUTSIDE OF WALL AT EACH CORNER. LEGEND — PROPOSED CONSTRUCTION FENCE �■ CONSTRUCTION LIMITS O RELOCATED MANHOLE 1 NTS -� 20 !i! r HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 AF FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Street, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.esoinc.net Project: CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturel elements cnd the type of structural, mechanical and electrical systems The drawings do not necessarily indicate or describe all work required for full performance and complenon of the requirements of the Contract On the basis of the generol scope indicoted or described, the trade contractors shall furnish all items seq,r a for the proper execution and completson of the work Drawing Title: SITE LAYOUT PLAN Revisions: Issue f.' },4 01/31/07 r s i f q� i yr E; I 3 E s t •' 00 f � j II f i S% } i 4J , �i i 4 7 l A' .x;'A 1 J I VI\ 1 MASONRY BLDG CONSTRUCTION GENERAL NOTES y 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR GRADING UNLESS OTHERWISE NOTED. SEE OR EROSION CONTROL ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL 3 PLAN FOR DIRECTION AND VERIFICATION. UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED Y DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR MAY EFFECT THIS PROJECT ' T AND ITS OWNER AS TO AN AND HOW IT M LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE THEIR FUTURE RESPONSIBILITIES. . ....... .__ .,_,......_... "_._.,.v_,_..... _._- CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS E CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL FOR INSTRUCTIONS. DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. t ' 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 4 CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY ROADS, DRAVVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR r.,..,t _ - OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 12. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY SITE LAYOUT PLAN SCALE: 1" = 30' o' 15' 30' 60' n-r SCALE: 1 ° = 30' NORTH t d . 'TG ASPHALT AVEMENT ASPHALT BASE PMATCH EXISTING - LOWABLE FILL BACKFILL AVEMENT SECTION) CUT PAVEMENT REPAIR DETAIL o2 NTS C200/ BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR EXXPANSION JT. SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 10/10 GRADE FINISH FL. ELEV. W.W.F. W /BROOM FINISH #4 REBAR 20" LLONG @ 12" O.C. SEE STIR. PLAN ":��. • d- FOR CONTIN. ,... ITI= 1Ti =1il 1 /2" PREFORMED III =I I- EXXPANSION JT. (SEE DETAIL) 6 " '• I � N 4" DRAINAGE FILL TURN SLAB 1' -6 "— DOWN OUTER SIDES 6�� WELL COMPACTED BELOW FIN. GRADE 5' -0" SUBSOIL OR PVMT. CONCRETE STOOP DETAIL 0 4. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. 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. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. PLAN NOTES: MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 14, REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 15. 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. ® CONCRETE STOOP CENTERED ON DOOR, SEE DETAIL 01/C200. QB UNDERGROUND TUNNEL, SEE ARCHITECTURAL AND STRUCTURAL PLAN FOR FURTHER INFORMATION. © UNDERGROUND DETENTION MODIFICATION, CONTRACTOR WILL RELOCATE THE EXISTING HEADER PIPE OF THE EXISTING UNDERGROUND DETENTION AT THE WEST END & RELOCATE. THIS INCLUDES THE MANHOLE FRAME, LID & RISER. @D 6' FOOT TALL, CONSTRUCTION FENCE. OE SEE SHEET C400 FOR CONSTRUCTION ENTRANCE DRIVE, LAYDOWN & STAGING AREA. �F ASPHALT PATCH SEE DETAIL 02/C200. © SEE ARCHITECTURAL & STRUCTURAL PLANS FOR EXACT DIMENSIONS. OH COORDINATE SHOWN ARE BASED ON PE VIOUS CARMEL PROJECT (PARCEL 5). DIMENSIONS SHOWN TO PROPERTY LINE ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION. THE X AND Y COORDINATES LOCATE THE OUTSIDE OF WALL AT EACH CORNER. LEGEND — PROPOSED CONSTRUCTION FENCE �■ CONSTRUCTION LIMITS O RELOCATED MANHOLE 1 NTS -� 20 !i! r HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 AF FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Street, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.esoinc.net Project: CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturel elements cnd the type of structural, mechanical and electrical systems The drawings do not necessarily indicate or describe all work required for full performance and complenon of the requirements of the Contract On the basis of the generol scope indicoted or described, the trade contractors shall furnish all items seq,r a for the proper execution and completson of the work Drawing Title: SITE LAYOUT PLAN Revisions: Issue f.' },4 01/31/07 r RRO f q� 3 E s t •' 00 i } i i ! • s 7 i j.f,_ tJ >Y iaVVy #� l �i ,'t, 1 i I i q, ,.r;� u f. i(�., 4J , �i i 4 7 l A' .x;'A 1 J I VI\ 1 MASONRY BLDG CONSTRUCTION GENERAL NOTES y 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR GRADING UNLESS OTHERWISE NOTED. SEE OR EROSION CONTROL ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL 3 PLAN FOR DIRECTION AND VERIFICATION. UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED Y DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR MAY EFFECT THIS PROJECT ' T AND ITS OWNER AS TO AN AND HOW IT M LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE THEIR FUTURE RESPONSIBILITIES. . ....... .__ .,_,......_... "_._.,.v_,_..... _._- CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS E CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL FOR INSTRUCTIONS. DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. t ' 3. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING 4 CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY ROADS, DRAVVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR r.,..,t _ - OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 12. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY SITE LAYOUT PLAN SCALE: 1" = 30' o' 15' 30' 60' n-r SCALE: 1 ° = 30' NORTH t d . 'TG ASPHALT AVEMENT ASPHALT BASE PMATCH EXISTING - LOWABLE FILL BACKFILL AVEMENT SECTION) CUT PAVEMENT REPAIR DETAIL o2 NTS C200/ BLDG. FACE 1 /2" PREFORMED SEE PLAN FOR EXXPANSION JT. SLOPE (SEE DETAIL) 1/2" RADIUS ROUND 4" CONC. SLAB TOOLED EDGE (TYP.) STOOP LEVEL W/ W/ 6X6 10/10 GRADE FINISH FL. ELEV. W.W.F. W /BROOM FINISH #4 REBAR 20" LLONG @ 12" O.C. SEE STIR. PLAN ":��. • d- FOR CONTIN. ,... ITI= 1Ti =1il 1 /2" PREFORMED III =I I- EXXPANSION JT. (SEE DETAIL) 6 " '• I � N 4" DRAINAGE FILL TURN SLAB 1' -6 "— DOWN OUTER SIDES 6�� WELL COMPACTED BELOW FIN. GRADE 5' -0" SUBSOIL OR PVMT. CONCRETE STOOP DETAIL 0 4. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 5. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. 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. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. PLAN NOTES: MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 14, REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 15. 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. ® CONCRETE STOOP CENTERED ON DOOR, SEE DETAIL 01/C200. QB UNDERGROUND TUNNEL, SEE ARCHITECTURAL AND STRUCTURAL PLAN FOR FURTHER INFORMATION. © UNDERGROUND DETENTION MODIFICATION, CONTRACTOR WILL RELOCATE THE EXISTING HEADER PIPE OF THE EXISTING UNDERGROUND DETENTION AT THE WEST END & RELOCATE. THIS INCLUDES THE MANHOLE FRAME, LID & RISER. @D 6' FOOT TALL, CONSTRUCTION FENCE. OE SEE SHEET C400 FOR CONSTRUCTION ENTRANCE DRIVE, LAYDOWN & STAGING AREA. �F ASPHALT PATCH SEE DETAIL 02/C200. © SEE ARCHITECTURAL & STRUCTURAL PLANS FOR EXACT DIMENSIONS. OH COORDINATE SHOWN ARE BASED ON PE VIOUS CARMEL PROJECT (PARCEL 5). DIMENSIONS SHOWN TO PROPERTY LINE ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO THE START OF CONSTRUCTION. THE X AND Y COORDINATES LOCATE THE OUTSIDE OF WALL AT EACH CORNER. LEGEND — PROPOSED CONSTRUCTION FENCE �■ CONSTRUCTION LIMITS O RELOCATED MANHOLE 1 NTS -� 20 !i! r HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 -428 -5200 AF FOR CALLS OUTSDE OF PDIANA CSO SCHENKEL SHULTZ 280 East 96th Street, Suite 200, Indianapolis, IN 46240 T 317.848.7800 F 317.574.0957 www.esoinc.net Project: CARMEL PARCEL 7C ENERGY CENTER 3RD AVENUE SOUTHWEST & CITY CENTER DRIVE CARMEL, INDIANA 46032 Scope Drawings: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major orchitecturel elements cnd the type of structural, mechanical and electrical systems The drawings do not necessarily indicate or describe all work required for full performance and complenon of the requirements of the Contract On the basis of the generol scope indicoted or described, the trade contractors shall furnish all items seq,r a for the proper execution and completson of the work Drawing Title: SITE LAYOUT PLAN Revisions: Issue Date Issue Checked By `Iwo" 01/31/07 KRS Issue Date Drawn By °gib" Checked By `Iwo" 01/31/07 KRS RRO Certified By: HOT ASPHALT SURFACE ( #12 INDOT) 2' VARIES 2' SAWCUT TACK COAT JE a w C200 Drawing Number. Project Number: 26239