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HomeMy WebLinkAbout1AV ��IV/A INI.T x . 833.02 2" = 829.9 d� DEMOLITION PLAN SCALE: 1":20' NORTH LEGEND •� LIMITS OF DEMOUTION SILT FENCE MANH( o TC INV 12 INV 12 INV 12 INV 1! CI.IRB TOR = INV 12 INV 12 CURB ��TUR= oI INV 12 � �--POINT { o-_)3 nst. #`- 10 I2] 11 1 9GENERALCONTRACTOR OR SUBL ONTRACTIOR ~`T TOR = 11. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED 10 ...,.: '�� J 00 INV 1 < ON THE PUNS THE MATERIALS REMOVED FROM THE ' �' SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL�` 1k W �� 5 MANNER PER FEDERAL, STATE, COUNTY, CRY AND OR LOCAL LAWS AND owwANrE t i Q p, U ik ' It CONTRA= SHALL INSTALL AND MAINTAIN THE SILT FENCE !� $ UNTIL GRASS HAS BEEN ESTABLISHED. THE CONTRACTOR ^ , SHALL BE RESPONSIBLE TO WATER THE ENTIRE SITE FOR �V / z 60 DAYS AFTER THE GRAS & MULCH HAS BEEN I61ALLED. N z 13. CONTRACTOR MUST PROVIDE APPROVED COMPACTED FILL ON ..� EIRE SiTE AND PROVIDE A MIN NIUY OF 6. OF TOPSOIL TD U I THE EXISFNG/SEEDNG FINISH GRADE ELEVATION. v CONTRACTOR TO SEED AND MULCH PER SCHEDULE. t , "1 _ !�! 10 $°� .,0 DEMOLITION KEY NOTES: POINT 0 /U 0 WTD � � 0 REMOVE EXISTING BUILDING AND ALL SUBBASE MATERIALS. INCLUDING BUT NOT nSt UNITED TO FOUNDATIONS, CONDUIT AND PIPING. w $ Q�tT B� REMOVE ALL ASPHALT AND SUBBASE MATERIALS. st �5> REMOVE IMPROVEMENTS UP TO THE PROPERTY/RIGHT-OF-WAY UNE. I I QD DISCONNECT & REMOVE EXISTING POWER & LIGHT POLE. 1.1..1 SHUT AFF GAS AT PROPERTY UNE. REMOVE METIER AND GAS UNE FROM MAIN TO BUILDING. HAVE GAS COMPANY TO INSTALL A SHUTOFF VALVE AT MAIN IF ONE DOES NOT EXIST. © REMOVE EXISTING PHONE LINE AT PROPERTY UNE. DEMOLITION GENERAL NOTES: © REMOVE EXISTING CONCRETE WALLS, STOOP, STAIR, & SCREEN WALL. I. IT IS THE CONTRACTORS RESPONSIBILITY To NOTIFY ALL ID REMOVE WELL STRUCTURE PIPE AND UD. SEAL WITH APPROVED METHODS THE UMN COMPANIES AND DEPARIMIMS 72 HOURS REOURED BY STATE BOARD. OF HEALTH. BEFORE CONSTRUCTION 6 TO START TO VERIFY ANY REMOVE EXISTING ELECTRICAL METER & RISER. UTILIiES THAT WAY BE PMENT ON SiTE. ALL VERIF'1- E� REMOVE ALL STEEL POSTS .& FOUNDATIONS. CATIONS, LOCATIONS, SiZE AND DEPTHS SHALL BE MADE © DISCONNECT EXISTING PHONE SERVICE AT PEDESTAL. BY THE APPROPRIATE UTIUiY COMPANIES OR DEPARTIENM Q) REMOVE EXISTING GRAVEL AREA WHEN DrAVATNG AROUND OR OVER DOW UTILHI S, ® DISCONNECT . EXISTING WATER SERVICE Tic REMOVE AT PROPERTY UNE &CAP IF THE CONTRACTOR MUST NOTIFY THE UILtM COMPANY SO SEEDIN PR�pARATION PRESENT. A REPRESENTATIVE OF THE UTILDY CAN BE PRESENT DURING SEEDED. APPLY 25 POUNDS OF 12-12-12 ANALYSIS FMMZER SAW CUT EXISTING_ ASPHALT_ PAVEMENT ALONG. pR(3PERTY/LIMR ( DEMOLITION OR EQUN PER 1000 SQ. FT. ROXIMATELY 1000 POUNDS _ _. _ .... .-_____. IOL APP THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE _ ACRE OR FERTLIZE ACCORDING TO TEST. APPLICATION OF 150 UNE. EXCAVATION. POUNDS AMMONIUM NITRATE.ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATION GROWTH. © SILT FENCE. SEE DETAIL O1/C102. 2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CSOArchitects WORK THE FERTILIZER AND LIME INTO THE SOIL TO DEPTH OF COWOROf THE "FAL..RRENT oma ° LOCAL 2-3 INCHES WiTH A HARROW DISK OR RALE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE Engineers&Interiors REOUIiEMEIM WHICHEVER HAS JURSOICtOL 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- 9100 Keystone Gowbg S,nta 20� TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY. CIM FIGURE 5-2 PERMANENT SEED MIXTURE 46240 OR LOCAL PERMITS FOR ANY AND ALL WWREQUIRED 3131 .848.E UNLESS OTHERWISE NOTED, THE CONTRACTOR OR CON- FAX 317.57444 TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REgl1 O LEVEL. AND 90W,OPEN AREAS WO)D LATH TO SECURE TO PERMITS BY ANi' OR ALL At91M MENTIONED ABOVE IN- 4•R D FESCUE 25 .8 5.5-8.3 1 36" WIDE NON -WOVEN LESSOTHERWISE NOTED IN THE CX)MRAI."T OR SPECIFI- Asoleoeotree CATIONS. STEEP KS AND 13 MAINTAIN BY REMOVING 4. THE -CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE 5.TALL FESCUE 35 8 5.5-8.3 2 1 CUT CONTINUOUS TRENCH, 6- EMERALD CROWNVETCH+• 10 25 AT HIS EXPENSE ALL AUTOMOBILE AND PEDFSiIM > ar �swiet�eaess+ TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, LAWNS AND HIGH MANiENANCE AIRM ENO OF FABRIC, BACKFILL cmadft COUNTY. CITY OR LOCAL AGENCIES. 5. iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NSPECT OOe 198 EACH DAY AND REMOVE ALL MUD. DIRT, WAVEL AND LOOSE BTset?k 2-X 2-X 36" LONG HARDWOOD STALL FESCUE 170 4.0 5.54.3 2 1 2 STAKES W/ ONE END MATERALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT PUBLI OF WAYS, C ,� `�� C�r"� OR PRIVATE STREETS OR ROADS, DRNVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP w.•.+«w.Mrbo.rr�► DAILY F NECESSARY. THE CONTRACTOR SHALL REDUCE THE ,.r, - arm. o. r r fir ." mw �.. AIRBORNE DUST DURING THE ENTIRE CONSTRUCRON SCHEDULE. WATER MAY BE USED AS A REDUCER. & THE UWTiES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THiS SiTE. THE LOCATION AND SIZE OF THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLED BY OTHERS AND USED BY THE A /E AND MAY NOT BE ACTUAL. THE A/E 94ALL NOT BE HELD LN8LE FOR ANY INCORRECT OR MISLEADING UTIITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOL CONDITIONS. Dre Du py aw " by 8. REMOVAL OF DMTING ASPHALT. PAVEMENT INDICATED ON COMM fWiO THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER - .ALB NLS. AREAS TO BE REMMO O SHALL BE SAW CUT CLEAN. NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGMIC MATERIAL THAT WOULD INTERFERE WiTH PROPOSED PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO HE PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL 9. ALL AREAS WHERE THE EXISTING PAVEMENT OR PRAM IS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQW- MEM, FUEL OL, OIL, GASOUNE ETC, BY THE GENERA. CONTRACTOR, SUBCONTRACTOR, OR SUPPLERS, SHALL BE RECONSTRUCTED TO ITS ORKYNAL OR AS REQUIRED OR DICTATED BY FEDERN , STATE, C"W, CITY OR LOCA. AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROIECT CONSTRUCTION . OR DURING THE SCHEDULED PAVING. 10. THE ENTIRE SiTE SHALL BE STRIPPED OF ALL UWK- MEMS UNLESS OTHERWISE NOTED. AL THE REMOVED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE I2] 11 1 9GENERALCONTRACTOR OR SUBL ONTRACTIOR ~`T TOR = 11. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED 10 ...,.: '�� J 00 INV 1 < ON THE PUNS THE MATERIALS REMOVED FROM THE ' �' SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL�` 1k W �� 5 MANNER PER FEDERAL, STATE, COUNTY, CRY AND OR LOCAL LAWS AND owwANrE t i Q p, U ik ' It CONTRA= SHALL INSTALL AND MAINTAIN THE SILT FENCE !� $ UNTIL GRASS HAS BEEN ESTABLISHED. THE CONTRACTOR ^ , SHALL BE RESPONSIBLE TO WATER THE ENTIRE SITE FOR �V / z 60 DAYS AFTER THE GRAS & MULCH HAS BEEN I61ALLED. N z 13. CONTRACTOR MUST PROVIDE APPROVED COMPACTED FILL ON ..� EIRE SiTE AND PROVIDE A MIN NIUY OF 6. OF TOPSOIL TD U I THE EXISFNG/SEEDNG FINISH GRADE ELEVATION. v CONTRACTOR TO SEED AND MULCH PER SCHEDULE. t , "1 _ !�! 10 $°� .,0 DEMOLITION KEY NOTES: POINT 0 /U 0 WTD � � 0 REMOVE EXISTING BUILDING AND ALL SUBBASE MATERIALS. INCLUDING BUT NOT nSt UNITED TO FOUNDATIONS, CONDUIT AND PIPING. w $ Q�tT B� REMOVE ALL ASPHALT AND SUBBASE MATERIALS. st �5> REMOVE IMPROVEMENTS UP TO THE PROPERTY/RIGHT-OF-WAY UNE. I I QD DISCONNECT & REMOVE EXISTING POWER & LIGHT POLE. 1.1..1 SHUT AFF GAS AT PROPERTY UNE. REMOVE METIER AND GAS UNE FROM MAIN TO BUILDING. HAVE GAS COMPANY TO INSTALL A SHUTOFF VALVE AT MAIN IF ONE DOES NOT EXIST. © REMOVE EXISTING PHONE LINE AT PROPERTY UNE. © REMOVE EXISTING CONCRETE WALLS, STOOP, STAIR, & SCREEN WALL. Q REMOVE EXISTING SEPTIC TANK RISER AND UNDERGROUND TANK IF EXISTING. ID REMOVE WELL STRUCTURE PIPE AND UD. SEAL WITH APPROVED METHODS REOURED BY STATE BOARD. OF HEALTH. REMOVE EXISTING ELECTRICAL METER & RISER. E� REMOVE ALL STEEL POSTS .& FOUNDATIONS. © DISCONNECT EXISTING PHONE SERVICE AT PEDESTAL. Q) REMOVE EXISTING GRAVEL AREA ® DISCONNECT . EXISTING WATER SERVICE Tic REMOVE AT PROPERTY UNE &CAP IF SEEDIN PR�pARATION PRESENT. APDL LIME TO RASE THE pH TO THE LEVEL NEEDED FOR SPECIES SEEDED. APPLY 25 POUNDS OF 12-12-12 ANALYSIS FMMZER SAW CUT EXISTING_ ASPHALT_ PAVEMENT ALONG. pR(3PERTY/LIMR ( DEMOLITION OR EQUN PER 1000 SQ. FT. ROXIMATELY 1000 POUNDS _ _. _ .... .-_____. IOL APP _ ACRE OR FERTLIZE ACCORDING TO TEST. APPLICATION OF 150 UNE. ....._ ... POUNDS AMMONIUM NITRATE.ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATION GROWTH. © SILT FENCE. SEE DETAIL O1/C102. WORK THE FERTILIZER AND LIME INTO THE SOIL TO DEPTH OF 2-3 INCHES WiTH A HARROW DISK OR RALE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE SEEDING: fEA D MDCTURE BASED ON PROJECTED USE OF THE ACRES 5-�2 WILE CONSIDERING BEST SEEDING QATES IGURE F_3, THIS SHEET). FIGURE 5-2 PERMANENT SEED MIXTURE cndwDy SPECIES �3 +F' ._ 1. 1/2-X 1 1/2-X 24" LONG LEVEL. AND 90W,OPEN AREAS WO)D LATH TO SECURE TO STAKES 1.TALL FESCUE 35 .8 5.54;3 .2 1 2 4•R D FESCUE 25 .8 5.5-8.3 1 36" WIDE NON -WOVEN OV E jg POLYPROPYLENE GEOTEX FA8RIC 3'CREEPRJG &U FUSC )l E t5 :4 5.5-7.5 2 1 0 (4.5 OZ/S.0 YARD) STEEP KS AND 13 MAINTAIN BY REMOVING 4.TALL UICFESCUEEGR15 .4 5.8-7.5 2 1 2 DOWN SLOPE ACCUMULATED .SILT K) NITKY BLUASS 25 . 6 5.TALL FESCUE 35 8 5.5-8.3 2 1 CUT CONTINUOUS TRENCH, 6- EMERALD CROWNVETCH+• 10 25 TO 8` DEEP & INSERT LOOSE LAWNS AND HIGH MANiENANCE AIRM ENO OF FABRIC, BACKFILL cmadft I-K1f BLUEGRASS 40 9 5.8-7.5 2 1 CECAVATED MATERIAL & tatra��wRED FUSCUE 41700 7. 4.0 5.0-7.5 1 BTset?k 2-X 2-X 36" LONG HARDWOOD STALL FESCUE 170 4.0 5.54.3 2 1 2 STAKES W/ ONE END • 1 - yy Nq SHAPPENED &SPACED 5'-0. O.C. clo ++ NOC�SPECIFlC �M$, _ SEEDING INSTRUCTIONS o, SILT FENCE DETAIL ammmommo1 "DON'T DIG BLIND" . I or I am" NTS cloo NM cto "IT'S THE LAW" Cd ,-eoo Jl2-sau %fee Youf SIM ■