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HomeMy WebLinkAbout06070008.45ae � I mI- v C II N o M co I i I w /LL/I 6L U) Z \Q `J O U) Z Z nw E I.i I NOTE: L' EXISTING PLANTS TO REMAIN SN 9 EXCEPT FOR AREAS OF NEW o + I PLANTINGS 12 Y) 0) TM L_ '° -01 -POND OUTLET - - - - __AHUX._2R4PE_RTJ 111E - S 89'49'34" W 578.71' - DC_nCe�r�A�cn nr^1w�n IUV 7LAK LLLV: 844.07 Remome r.:e and labek uf• .tl 1 10 YEAR ELEV: 842,70 2 YEAR ELEV: 842.10 1 1+, .11 •u. 841.18 BOTTOM ELEV: a � r11 -1u , .,I,• o j I Z I 11`•111 11 PU11 Cr lO_ X 84 NORTH EXISTING LANDSCAPE: � I O I .I I . 11 I ❑o I I _ I I 1.I ` ,'(`� /- ;ikv 111.1.:11 I t SHADE TREES ORNAMENTAL TREES above 111''.1: I .1 .uu. 1 ' 1 11.1 u 1 . � W� ..na r 1:.. to k co 'n "i�• 1,1 1 Im111 1n Iv . 1 •HI Is'. Ir � wZIMRIW 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. (I e I e� • ...I using s s 1 . 11 ' `nu1•• ,1 a11: .1 1 1 1 •n1r 1 " 1n u;n 1f,:e :SAO, . •'uul.� 11 - - - m _: O Q 0 -�1 •• ,r•I; WEST LANDSCAPE WEST "A" EXISTING LANDSCAPE: // �� / / / / / / / //i /I %/ I /'ii^ ��•IIII� ♦ t�f .,1 •�I I -III // � /r� / /�� LIP o L /­ / / / / / / / /�I // Ii I.. IIII� ♦, , f`f III � r- / / / / / / / / / /� // �'� I SPREA NIPPONICA 'SNOWMOUND' w- I _r 1J.1 .f♦ WEST 'A" LANDSCAPE PROVIDED: SHADE OTREES ORNAMENTAL TREES SHRUBS S. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANCES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. d /i /•)� "v •a /I/ / • " '•��� 69 TAXUS MEDIA 'DENSIFORMIS' 10 5 25 CC 25 1 01 '1.11 0 18" HT. SOUTH "A" LANDSCAPE REWIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 111.' :I IQ- I��111111W PERENNIALS SHRUB PLANTING DETAL SHADE TREES ORNAMENTAL TREES SHRUBS 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. cn W w w W F SOUTH "A" LANDSCAPE PROVIDED: 0 SHADE TREES 0 ORNAMENTAL TREES 0 SHRUBS and labels. . i DATE DESCRIPTION 11' only I:. or 111.1', Iffalave Vire Bashu .1.1.11 at pkn* ,: - - - Aher tm is in. 11 mmyc the mot of the be" DA09 yeldmAy. III Cal Ram: 1i.1 dmfl be kyd or Iq to I'Z above 111 . 1 1,.11 , uu , .1 L <, 11 •1.1111 ch' ;,111 q• 1 1'11 ill ad r .I. ,.111.1. BEkfiU using ! � � L` 11111) 1� pit I 11 II 1 I 1 . I 111 :1, to 'rl I 1 V:II � � r��" ,.loll :� �• •'I', �r ' +i�' ''•' / / / / / /// - - 'T, y.� 1,J I ..�s . • Y : to �'i T•1 11 support to 1 f and 1 1 * an ;..m I 1 ..11.1. EVIEWEEN - 1 1; DC_nCe�r�A�cn nr^1w�n IUV 7LAK LLLV: 844.07 4.25 INCH ELEV: 842.93 10 YEAR ELEV: 842,70 2 YEAR ELEV: 842.10 NORMAL POOL: 841.18 BOTTOM ELEV: 833.00 - - - - - _ - - - - -5' YARD SETBACK -- T I Z �' ch I �m� Ld Z w :MENT "A" U '! ' o j I Z I �o Q Cr lO_ X 84 NORTH EXISTING LANDSCAPE: � I O I 1, ALL OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 7 ` ,'(`� /- ;ikv I t SHADE TREES ORNAMENTAL TREES SHRUBS 8 0 � W� () Iii v ' -NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP 1 Iv . I II I 1 r ' 63 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. (I e LANDSCAPE COUNTS ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 6 n •§ y SPOT ELEVATION L� PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x$ ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r �1' _ w BEG BEGINNING MAX MAXIMUM pip AREA LIGHT 2 T TELEPHONE , v *' BLDG BUILDING MECH MECHANICAL W i to r0, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE n CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in H CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4 CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O CJ CONTROL JOINT PERP PERPENDICULAR WATER VALVE 0/H OVERHEAD LU V. C. 0. CLEAN OUT P.0.8, POINT OF BEG W DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4' DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w� DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~ ELEV ELEVATION RCP REINFORCED CONCERETE v PIPE X FENCE ® ROUND INLET (24" TYP) _ _ ELEC. ELECTRICAL REOD REQUIRED a w c SIGN SQUARE INLET (24" TYP) 0!'C ED EQUAL DISTANCE 4 ROW RIGHT OF WAY EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD �) FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV m FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU GUTTER FLOWLINE ELEV STA STATION WAS PROVIDED BY WEIHE ENGINEERS x Q HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W HOPE HIGH DENSITY TYP TYPICAL (L CL POLYETHYLENE VIF VERIFY IN FIELD LANDSCAPE NOTES .��`�1�111101�''' %. I PERIMETER LANDSCAPE: NORTH "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES ch PLANTING NOTES : REMARKS Ld Z "'• // :MENT "A" V, '! ' GT 3 =:•\' Z I � Ln 6,'•, 84 NORTH EXISTING LANDSCAPE: SHADE TREES 1 ORNAMENTAL TREES 0 --- - - - - -- 1, ALL OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 7 ` ,'(`� /- ;ikv I "A" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 8 0 � W� () Iii v ' -NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP NORTH ii w 12 63 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. (I e I Q J 0 Lj 5 'A" REQUIRED: h ORNAMENTAL TREES SHRUBS 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. m T_ I _: O Q 0 TR -03 WEST LANDSCAPE WEST "A" EXISTING LANDSCAPE: 10 SHADE TREES 7 ORNAMENTAL TREES SHRUBS LANDSCAPE COUNTS ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 6 n •§ y SPOT ELEVATION L� PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x$ ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r �1' _ w BEG BEGINNING MAX MAXIMUM pip AREA LIGHT 2 T TELEPHONE , v *' BLDG BUILDING MECH MECHANICAL W i to r0, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE n CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in H CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4 CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O CJ CONTROL JOINT PERP PERPENDICULAR WATER VALVE 0/H OVERHEAD LU V. C. 0. CLEAN OUT P.0.8, POINT OF BEG W DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4' DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w� DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~ ELEV ELEVATION RCP REINFORCED CONCERETE v PIPE X FENCE ® ROUND INLET (24" TYP) _ _ ELEC. ELECTRICAL REOD REQUIRED a w c SIGN SQUARE INLET (24" TYP) 0!'C ED EQUAL DISTANCE 4 ROW RIGHT OF WAY EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD �) FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV m FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU GUTTER FLOWLINE ELEV STA STATION WAS PROVIDED BY WEIHE ENGINEERS x Q HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W HOPE HIGH DENSITY TYP TYPICAL (L CL POLYETHYLENE VIF VERIFY IN FIELD LANDSCAPE NOTES .��`�1�111101�''' %. I PERIMETER LANDSCAPE: NORTH "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES O PLANTING NOTES : REMARKS Ld Z "'• // i "A" V, '! ' GT 3 =:•\' Z I � Ln 6,'•, 84 NORTH EXISTING LANDSCAPE: SHADE TREES 1 ORNAMENTAL TREES 0 --- - - - - -- 1, ALL OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 7 ` ,'(`� /- ;ikv I LANDSCAPE COUNTS ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP 6 n •§ y SPOT ELEVATION L� PAY TELEPHONE ADJ ADJACENT HORZ HORZIONTAL x$ ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r �1' _ w BEG BEGINNING MAX MAXIMUM pip AREA LIGHT 2 T TELEPHONE , v *' BLDG BUILDING MECH MECHANICAL W i to r0, UTILITY POLE W WATER CAL CALIPER M.E.G. MATCH EXISTING GRADE n CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in H CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4 CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O CJ CONTROL JOINT PERP PERPENDICULAR WATER VALVE 0/H OVERHEAD LU V. C. 0. CLEAN OUT P.0.8, POINT OF BEG W DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4' DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w� DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~ ELEV ELEVATION RCP REINFORCED CONCERETE v PIPE X FENCE ® ROUND INLET (24" TYP) _ _ ELEC. ELECTRICAL REOD REQUIRED a w c SIGN SQUARE INLET (24" TYP) 0!'C ED EQUAL DISTANCE 4 ROW RIGHT OF WAY EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD �) FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV m FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU GUTTER FLOWLINE ELEV STA STATION WAS PROVIDED BY WEIHE ENGINEERS x Q HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W HOPE HIGH DENSITY TYP TYPICAL (L CL POLYETHYLENE VIF VERIFY IN FIELD LANDSCAPE NOTES .��`�1�111101�''' %. I PERIMETER LANDSCAPE: NORTH "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS PLANTING NOTES : REMARKS �\N �� "'• // 11 "A" is 12 53 PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR MISCELLANEOUS PLANTING MATERIALS: � Ln 6,'•, 84 NORTH EXISTING LANDSCAPE: SHADE TREES 1 ORNAMENTAL TREES 0 SHRUBS 0 1, ALL OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 7 ` ,'(`� /- - 1.L m 9 "A" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 8 0 � W� () Iii v ' -NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP NORTH 17 12 63 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 13- J F O Q J 0 Lj 5 'A" REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. m i ;N Z _: O Q 0 1 -1/2" CAUPER WEST LANDSCAPE WEST "A" EXISTING LANDSCAPE: 10 SHADE TREES 7 ORNAMENTAL TREES SHRUBS 4- ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI 2601. LATEST EDITION. SPREA NIPPONICA 'SNOWMOUND' w- I _r 1J.1 4' O.C. WEST 'A" LANDSCAPE PROVIDED: SHADE OTREES ORNAMENTAL TREES SHRUBS S. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANCES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. d /i /•)� "v •a /I/ / • " '•��� 69 TAXUS MEDIA 'DENSIFORMIS' 10 5 25 CC 25 1 01 '1.11 0 18" HT. SOUTH "A" LANDSCAPE REWIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (5) HOURS OF INSTALLATION. IQ- I��111111W PERENNIALS SOUTH "A" EXISTNG LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. cn W w w W F SOUTH "A" LANDSCAPE PROVIDED: 0 SHADE TREES 0 ORNAMENTAL TREES 0 SHRUBS S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UPUTIES AND SERVICES DESIGNATED TO REMAIN, DATE DESCRIPTION 16 12 43 REPAIR UTLITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE. -NOTE: SOUTH AREA CONTAINS A 330.0' LONG RETENTION AREA WHICH REMARKS 9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN TREES OR SHURBS MAY NOT BE PLANTED. 11 ACER FREEMAANII 'ARMSTRONG' AND SCHEDULE, PLAN SHALL SUPERCEED. EAST "D" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS MISCELLANEOUS PLANTING MATERIALS: 16 16 84 MATCHED, BBB EAST "D" EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS. 7 0 30 9 EAST "D" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 2. BACKFlLL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 1G0 SF AREA FOR ALL PLANTING BEDS FURTHER AMEND BACKFlLL 8 0 23 MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. -NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP WHICH BN TREES OR SFRJR13S MAY NOT BE PLANTED. BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH (SINGLE STEM) 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. MATCHED, BBB OR 5 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6 ". TOTAL REQUIRED 62 47 21B TOTAL PROVIDED 41 29 139 NOTES: - 3 SHRUBS EQUAL 1 CONIFEROUS TREE - UTILIZING SAME TREES AND SHRUBS FOR COUNTS ON NEAREST SIDES - UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE PLANT LIST SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES AA 11 ACER FREEMAANII 'ARMSTRONG' ARMSTRONG MAPLE 2 1/2" CALIPER MATCHED, BBB CF 8 CARPNUS BETULUS 'FASTICIATA' PYRAMIDAL HORNBEAM 2 112" CALIPER MATCHED, BBB CT 7 GLEDITSIA TRI. 'IMPERIAL' IMPERIAL HONEYLOCUST 2 -1/2" CALIPER MATCHED, BBB CCA 9 CERCIS CANADENSIS REDBUD 1 -1/2" CAUPER MATCHED, BBB AAB 10 AMELANCHIER 'AUTUMN BRILLANCE' AUTUMN BRLUANCE SERVICEBERRY 1 -1/2" CAUPER MATCHED, BBB BN 6 BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH (SINGLE STEM) 2" CALIPER MATCHED, BBB OR 5 WERCUS ROBUR 'FASTIGIATA' PYRAMIDAL ENGLISH OAK 2 -1/2" CALPER MATCHED, BBB SI 11 SYRINCA 'IVORY SILK' IVORY SILK TREE LILAC 1 -1/2" CAUPER MATCHED, BBB SHRUBS SN 83 SPREA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIREA 24" HT. 4' O.C. EA 76 EUONYMVS ALATUS 'COMPACTUS' DWARF BURNING BUSH 30" HT. BBB, 48" O.C. TM 69 TAXUS MEDIA 'DENSIFORMIS' DENSE SPREADING YEW 24" HT. 4' O.C. CC 25 COTONEASTER APICULATUS CRANBERRY COTONEASTER 18" HT. 3' O C. OF CONSTRUCTION. i.L. L_ Q v PROJEC7:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGI NEERING\DRAWINGS v J PERENNIALS COB -- CHANCE OUT BED ANNUALS - SPRING SUMMER / FALL 0 W DATE: MonderOctober 06, 2008 9 :29:57 AM W w w W F A/ EL W F, E w c ct < 0 < 0 NORTH SITE LANDSCAPE PLAN SCALE: 1" = 30' NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT NTH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRTERIA. L+ Tr] 1 I1-+TI 1 P9 A l LOfI I I IC% rN r-r A 11 HOLEY MOLEY SAYS "DIG SAFELY" U. < V , Q CL 5 Z z w 0 2 0 F w O 0 z O LO Z Z w DETAIL SPECIFICATIONS ORDER 9 -5 -OB F FINAL CONSTRUCTION PLANS ' 9 -15 -08 C CITY REVIEW CLIENT NAME; 9 -24 -08 C CITY REVIEW WOLFSON YOUNG CORPORATION MR, RICHARD YOUNG 10 -06 -08 C CITY REVIEW 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. INDIANAPOLIS, INDIANA46258 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. ( (317) 676-2300 4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876-2313 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ® 2005 DeBoy Land DevelopmentServlces, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED:RCB APPROVED: CR P 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH /RCB CHECKED BY: MLD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" =30' DATE:06 -30-06 2, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1- 800 - 382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION CALL T01 L FREE PROJECT NO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. w C5,0 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN V_ COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW ICS -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 15 L 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. 0 W W L OF CONSTRUCTION. i.L. L_ Q v PROJEC7:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGI NEERING\DRAWINGS v J J Z PLOTTED BY: R.C. BERGER 0 W DATE: MonderOctober 06, 2008 9 :29:57 AM W w w W F A/ EL W F, E w c ct < 0 < 0 DETAIL SPECIFICATIONS ORDER ' CLIENT NAME; OF PREFERENCE � WOLFSON YOUNG CORPORATION MR, RICHARD YOUNG 1 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. INDIANAPOLIS, INDIANA46258 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. ( (317) 676-2300 4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. (317) 876-2313 5. TEN STATE STANDARDS 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. ® 2005 DeBoy Land DevelopmentServlces, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED:RCB APPROVED: CR P 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" DRAWN: CLH /RCB CHECKED BY: MLD ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" =30' DATE:06 -30-06 2, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT 1- 800 - 382 -5544 LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION CALL T01 L FREE PROJECT NO.: 2006 -0065 AREA PRIOR TO STARTING ANY CONSTRUCTION. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, PRIOR TO STARTING ANY CONSTRUCTION. C5,0 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. PER INDIANA STATE LAW ICS -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 15 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. J -- - - PROJEC7:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGI NEERING\DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN -dfrg PLOTTED BY: R.C. BERGER - DATE: MonderOctober 06, 2008 9 :29:57 AM