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HomeMy WebLinkAbout44-01 Plans May 3rd 2001 C102 Grading and Utilitiesi" 1 J. :• PV t; I Z i i , %. �1 k 1 4t � t I f t I 1r T t i -:M,:: { i' r i1. I� t I �� V1 `1 l� I t s,. � I 1. IKEY NOTES: U1 MEET EXISTING PAVEMENT, CURB, OR WALK ELEVATION. Q2 SET TOP OF CURB 6" ABOVE ADJACENT PAVEMENT TO REMAIN. Q3 YARD DRAIN. CONNECT TO EX, STORM 0 INV. - - - - -- 4" PVC CONDUIT 0 24" BELOW FINISHED PAVEMENT ELEV. MARK ENDS TO GRADE W/ WOOD LATH AND PLUG ENDS. Q FOUNDATION DRAIN PER DETAIL 09/C108. © CONNECT FOUNDATION DRAIN TO EXISTING 4" @ INV. 830.50 O7 DOWNSPOUT LOCATION -- PROVIDE CAST IRON DOWNSPOUT SHOE PER DETAIL 07/C105. ® DOWNSPOUT LOCATION -- PROVIDE PRECAST CONCRETE SPLASH BLOCK. ® 6" PVC STORM ® 1.007. MIN. SLOPE. 10 PAVEMENT SUBDRAIN, PER DETAIL 09/C105. SCALE: V'= 20' LEGEND: ■ , , gi�,,wijjjq j r 1. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON - FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY 5CAPE 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 - 2. PROVIDE POSITIVE DRAINAGE IN ALL PAVED AREAS WITH- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED OUT PONDING WATER. THE PAVING CONTRACTOR SHALL PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN- TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY LESS OTHERWISE NOTED IN THE CONTRACT OR 5PECIFI- FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND CATIONS. 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. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CON - ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- TRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR AND HOW IT MAY EFFECT THIS PROJECT AND IT'S SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP- OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 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, 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING COUNTY, CITY OR LOCAL AGENCIES. CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR 15• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP UTILITY LOCATION COMPANY PRIOR TO THE START OF DAILY IF NECESSARY, THE CONTRACTOR SHALL REDUCE THE EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION BY THE UTILITY CONTRACTOR OR CONTRACTORS OR SCHEDULE. WATER MAY BE USED AS A REDUCER. AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 16. THE UTILITIES INDICATED ON THESE PLANS AND ON THE 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION 1S TO START TO VERIFY ANY THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR UTILITIES THAT MAY BE PRESENT ON SITE. ALL V£RIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE W FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING 17. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW EXCAVATION. PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILL COM- THAT SEEDED AREA. PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS THEMSELVES WITH THE SOIL CONDITIONS. AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 19, ALL EXISTING MANHOLES AND CATCH BASIN GRATES, WATER 7. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL TOP OF OR GAS VALUES SHALL BE ADJUSTED TO NEW FINISH GRADE PAVEMENT, TOP OF CURB OR FINAL GRADE ELEVATION. ELEVATION. 8. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW 20• THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION 9. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PRECAUTIONARY STEPS MUST BE TAKEN DURING THE EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR DAMAGE. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS 10. ALL CONSTRUCTION METHODS AND MATERIALS MUST NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, REQUIREMENTS, WHICHEVER HAS JURISDICTION. WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. 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 RESTOREC, 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. FU1t.'i ........... NOTES: bANIT/AriY GENERAL _...._...... • ... a fv SEWER SYSTEM AND APPURTENANCES SHALL BE CON N 0 H LOCATION ALL KNOWN UTILITIES :,•.i :, PACK .,,.rat, :..........................._ _ _............ ..............................: ..........-----..... .__._..:....,.:;...�.....__.... �... UCTED ACCORDING TO THE CITY OF INDIANAPOLIS LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING _... F::::: ::::::a .....................�.� _,r...:::...::.....:>.................................... .. »...:: »r.....::......___�__._ _.......,,.,.............. ............................... SANITARY SEWER SPECIFICATIONS, CODES AND REGULAT - TO THE INFORMATION PROVIDED BY THE VARIOUS UTILITY IONS, USING THE LATEST EDITION. COMPANIES, PREVIOUS CONSTRUCTION PLANS AND EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT PERMITS ARE OBTAIN. GUARANTEED. 0 "TIL101801ES PLAN 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN 12, THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMB - R HARG AMC' NOT PERMITTED INTO THE SAN1- _._ ........ ....... EXISTING CONTOUR X V-1!; ti EXISTING SPOT ELEVATION 4 TC PROPOSED SPOT ELEVATION NORTH T TC = TOP OF CURB TARY SEWER FACILITY. E BC = BOTTOM OF CURB TW = TOP OF WALL + BW = BOTTOM OF WALL EXISTING STORM SEWER PROPOSED STORM SEWER. SEE DETAIL XX SHEET CXXX. �\ FLOW ARROW M E MATCH EXISTING ELEVATION $33}- --- - PROPOSED CONTOUR CONSTRUCTION SHALL BE REROUTED AND REPLACED. 1 PROPOSED FOUNDATION DRAT PROPOSED 4" PVC CONDUIT CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING WATER LINE GENERAL NOTES: 5 5 O R R WITH MA NPAV P OR STABILIZED WITH R PAVEMENT SECTION R = T THE EXISTING SECTION BY THE CONTRACTOR DOING THE 6. A ALL AREAS DISTURBED DURING CONSTRUCTION SHALL W WORK. 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND 7 7. F FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, 6 HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, S SEE D.O.T. STANDARD DETAILS. I INSTALLED AS SOON AS POSSIBLE. 1 14. THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND ELEVATION OF EXISTING UTILITIES, STRUCTURE, PIPE, A AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, PAVEMENTS, BENCHMARK ELEVATIONS, ETC. AS_ RELATED _ 8. I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE S 7.- - - CONSTRUCTION - -0F ALL SEWER LINES AND - STRUCTURES SIZE AND ELEVATION - -OF -- THE - -- EXISTING -- UTILITIES -- STRUCT- TO THEIR WORK. CONTRACTOR SHALL MATCH EXISTING S ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED SHALL BE IN ACCORDANCE WITH LOCAL AND STATE U URES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A/E O ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. C CODES, RULES AND REGULATIONS. W WORK. NOTIFY ARCHITECT /ENGINEER OF ANY CONFLICT OF ANY CONFLICT AND OR DISCREPANCIES IN THESE A THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF O NECESSARY, THE CONTRACTOR MUST USE WATER OR 8• W WHERE WATER LINES AND SANITARY SEWERS CROSS AND P PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION. T OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO 8 THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW A REQUIRED MINIMUM. T THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, 1 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE T 9. W WHERE WATER LINES CROSS OVER SANITARY SEWERS, A I THE SEWER MUST BE CONSTRUCTED OF WATER IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL T MINIMUM OF 18" VERTICAL AND 10' HORIZONTAL SEPARATION W WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL P PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION THE LOCATION AND SIZE OF THESE UTILITIES MAYBE M MUST BE MAINTAINED. J JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, A AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT APPROXIMATE. THIS INFORMATION WAS GATHERED OR C COMPRESSION -TYPE JOINTS WITHIN 10' -0" OF WATER A AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, SUPPLIED FROM OTHERS AND USED BY THE A/E AND MAY 1 10. I IF ALTERNATE MATERIALS OR STRUCTURES ARE TO BE F FILL MATERIAL. I IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE 9 NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE S CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP 9• W WHERE WATER LINES AND SANITARY SEWER LINES RUN E EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION C DRAWINGS AND COST DIFFERENTIALS PRIOR TO P PARALLEL AND A MINIMUM SEPARATION DISTANCE OF E EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. C CONSTRUCTION. 1 10' -0" CANNOT BE MAINTAINED, THE SEWER MUST BE S SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS 3. THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL C CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON N NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS 1 11. A ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF P PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) I INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND EXACT LOCATION OF DOWNSPOUTS, WATER LINE, GAS E EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR S SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. A AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, LINES, TRANSFORMER PADS, OR POLES, ETC. M MATERIAL. 10. A ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR W WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION, 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: 1 12. T THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO H HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING I IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS R RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED P PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION E EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS A AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE EXISTING SECTION BY THE CONTRACTOR DOING THE A AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, FU1t.'i ........... NOTES: bANIT/AriY GENERAL _...._...... • ... a fv SEWER SYSTEM AND APPURTENANCES SHALL BE CON N 0 H LOCATION ALL KNOWN UTILITIES :,•.i :, PACK .,,.rat, :..........................._ _ _............ ..............................: ..........-----..... .__._..:....,.:;...�.....__.... �... UCTED ACCORDING TO THE CITY OF INDIANAPOLIS LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING _... F::::: ::::::a .....................�.� _,r...:::...::.....:>.................................... .. »...:: »r.....::......___�__._ _.......,,.,.............. ............................... SANITARY SEWER SPECIFICATIONS, CODES AND REGULAT - TO THE INFORMATION PROVIDED BY THE VARIOUS UTILITY IONS, USING THE LATEST EDITION. COMPANIES, PREVIOUS CONSTRUCTION PLANS AND EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE 2. CONSTRUCTION SHALL NOT BEGIN UNTIL ALL APPLICABLE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT PERMITS ARE OBTAIN. GUARANTEED. 0 "TIL101801ES PLAN 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN 12, THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMB - R HARG AMC' NOT PERMITTED INTO THE SAN1- _._ ........ ....... EXISTING CONTOUR X V-1!; ti EXISTING SPOT ELEVATION 4 TC PROPOSED SPOT ELEVATION NORTH T TC = TOP OF CURB TARY SEWER FACILITY. E BC = BOTTOM OF CURB TW = TOP OF WALL + BW = BOTTOM OF WALL EXISTING STORM SEWER PROPOSED STORM SEWER. SEE DETAIL XX SHEET CXXX. �\ FLOW ARROW M E MATCH EXISTING ELEVATION $33}- --- - PROPOSED CONTOUR CONSTRUCTION SHALL BE REROUTED AND REPLACED. 1 PROPOSED FOUNDATION DRAT PROPOSED 4" PVC CONDUIT CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING WATER LINE GENERAL NOTES: 5 5 O R R WITH MA NPAV P 0 "TIL101801ES PLAN 3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN 12, THE CONTRACTOR SHALL CONSULT ARCHITECTURAL, PLUMB - R HARG AMC' NOT PERMITTED INTO THE SAN1- _._ ........ ....... EXISTING CONTOUR X V-1!; ti EXISTING SPOT ELEVATION 4 TC PROPOSED SPOT ELEVATION NORTH T TC = TOP OF CURB TARY SEWER FACILITY. E BC = BOTTOM OF CURB TW = TOP OF WALL + BW = BOTTOM OF WALL EXISTING STORM SEWER PROPOSED STORM SEWER. SEE DETAIL XX SHEET CXXX. �\ FLOW ARROW M E MATCH EXISTING ELEVATION $33}- --- - PROPOSED CONTOUR CONSTRUCTION SHALL BE REROUTED AND REPLACED. 1 PROPOSED FOUNDATION DRAT PROPOSED 4" PVC CONDUIT N WORK, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 5. ALL EXISTING WATER AND GAS VALVE BOXES, AND METER EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THEE• °A1 PITS SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR f' °° AS NECESSARY. SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS 6. CONSTRUCTION OF ALL APPURTENANCES AND STRUCTURES NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, "DON'T SHALL BE 1N ACCORDANCE WITH LOCAL AND STATE CODE INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING DIG BLIND -__ -- PROPOSED PAVEMENT SUBDRAIN RULES AND REGULATIONS. AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, "IT'S " WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. THE LAW INDIANA UNDFRCROUND PROI[GRON SCRVICC. VC. Call 1- 800 - 382 -5544 2 Working Days Before You Dig. WATE DISC E I ING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS ANp NORTH T TARY SEWER FACILITY. E EXACT LOCATION OF DOWNSPOUTS, WATER LINES, TRANS- FORMER'S PAD OR POLE, ETC. 4. A ANY AND ALL FIELD TILES ENCOUNTERED DURING THE CONSTRUCTION SHALL BE REROUTED AND REPLACED. 1 13. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING WATER LINE GENERAL NOTES: 5 5 O R R WITH MA NPAV P OR STABILIZED WITH R PAVEMENT SECTION R = T THE EXISTING SECTION BY THE CONTRACTOR DOING THE 6. A ALL AREAS DISTURBED DURING CONSTRUCTION SHALL W WORK. 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND 7 7. F FOR ALL WORK WITHIN THE LIMITS OF THE RIGHT OF WAY, 6 HAVE TEMPORARY SEEDING AND MULCHING AND WILL BE SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, SIZE, S SEE D.O.T. STANDARD DETAILS. I INSTALLED AS SOON AS POSSIBLE. 1 14. THE CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND ELEVATION OF EXISTING UTILITIES, STRUCTURE, PIPE, A AND SHALL BE RESPONSIBLE FOR VERIFYING LOCATION, PAVEMENTS, BENCHMARK ELEVATIONS, ETC. AS_ RELATED _ 8. I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE S 7.- - - CONSTRUCTION - -0F ALL SEWER LINES AND - STRUCTURES SIZE AND ELEVATION - -OF -- THE - -- EXISTING -- UTILITIES -- STRUCT- TO THEIR WORK. CONTRACTOR SHALL MATCH EXISTING S ALL MUD, DIRT GRAVEL AND OTHER MATERIALS TRACKED SHALL BE IN ACCORDANCE WITH LOCAL AND STATE U URES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR GRADE AT THE SPOT ELEVATION INDICATED. NOTIFY A/E O ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. C CODES, RULES AND REGULATIONS. W WORK. NOTIFY ARCHITECT /ENGINEER OF ANY CONFLICT OF ANY CONFLICT AND OR DISCREPANCIES IN THESE A THE CONTRACTOR MUST CLEAN THESE AREAS DAILY IF AND OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF O NECESSARY, THE CONTRACTOR MUST USE WATER OR 8• W WHERE WATER LINES AND SANITARY SEWERS CROSS AND P PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION. T OTHER ACCEPTABLE METHODS TO KEEP AIRBORNE DUST TO 8 THE WATER LINE CANNOT BE PLACED ABOVE OR BELOW A REQUIRED MINIMUM. T THE SEWER WITH A MINIMUM OF 18" VERTICAL CLEARANCE, 1 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO 2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE T 9. W WHERE WATER LINES CROSS OVER SANITARY SEWERS, A I THE SEWER MUST BE CONSTRUCTED OF WATER IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL T MINIMUM OF 18" VERTICAL AND 10' HORIZONTAL SEPARATION W WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL P PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION THE LOCATION AND SIZE OF THESE UTILITIES MAYBE M MUST BE MAINTAINED. J JOINTS OR PLASTIC (SDR 26) SEWER PIPE WITH GASKETED, A AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT APPROXIMATE. THIS INFORMATION WAS GATHERED OR C COMPRESSION -TYPE JOINTS WITHIN 10' -0" OF WATER A AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, SUPPLIED FROM OTHERS AND USED BY THE A/E AND MAY 1 10. I IF ALTERNATE MATERIALS OR STRUCTURES ARE TO BE F FILL MATERIAL. I IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUPPLIED IT SHALL BE THE RESPONSIBILITY OF THE 9 NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE S CONTRACTOR TO NOTIFY THE A/E AND SUBMIT SHOP 9• W WHERE WATER LINES AND SANITARY SEWER LINES RUN E EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION C DRAWINGS AND COST DIFFERENTIALS PRIOR TO P PARALLEL AND A MINIMUM SEPARATION DISTANCE OF E EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. C CONSTRUCTION. 1 10' -0" CANNOT BE MAINTAINED, THE SEWER MUST BE S SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS 3. THE CONTRACTOR SHALL CONSULT WITH THE ARCHITECTURAL C CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON N NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS 1 11. A ALL BACKFILL MATERIAL USED BENEATH AND WITHIN 5' OF P PIPE WITH MECHANICAL JOINTS OR PLASTIC (SDR 26) I INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND EXACT LOCATION OF DOWNSPOUTS, WATER LINE, GAS E EDGE OF PAVEMENT SHALL BE COMPACTED GRANULAR S SEWER PIPE WITH GASKETED, COMPRESSION -TYPE JOINTS. A AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, LINES, TRANSFORMER PADS, OR POLES, ETC. M MATERIAL. 10. A ALL PIPES LENGTHS SHOWN ON DRAWINGS ARE FOR W WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION, 4. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION: 1 12. T THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO H HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING I IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS R RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED P PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION E EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS A AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT THE EXISTING SECTION BY THE CONTRACTOR DOING THE A AND WILL BE AFFECTED BY THE NEW CONSTRUCTION, -__ -- PROPOSED PAVEMENT SUBDRAIN RULES AND REGULATIONS. AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, "IT'S " WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. THE LAW INDIANA UNDFRCROUND PROI[GRON SCRVICC. VC. Call 1- 800 - 382 -5544 2 Working Days Before You Dig.