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HomeMy WebLinkAbout06070008.1i AF I i cfl [t � C, 6l O r In O EXISTING PLANTS TO REMAIN SB EXCEPT FOR AREAS OF NEW PLANTINGS 12 MRJ 2 I f - TM --------------- - - - -D- 01 -POND OUTLET RF :-nF =- lf,nK :n Dnnin 100 YEAR ELEV: 844.07 4.25 INCH ELEV: 842.93 1D YEAR ELEV: 842.70 2 YEAR ELEV: 842.10 NORMAL POOL: 841.18 BOTTOM ELEV: 833.00 C) r RA H Im Of PA w Li (n O Of Q d gyp AND � I ENT MRJ � I I f I + _ I � SEMENT I f _ J W f STR -03 I Z I --L� 0_ H 31 OI LU . V in wl �1 z 5' YARD SETBACK 89'49'34' w _ _ _ 578.71' I CIO: z O z __ _i .. f I LANDSCAPE COUNTS PERIMETER LANDSCAPE: ABBREVIATIONS AND EXISTING LEGEND ACCEL Remove tags and labels. Remove transit gaud. Remove lags and labels. ADJ Prime only dead or b oker, bnurchw or double leaders Remove Wire Baskes. Prune only dad or broken branches or double taders atplann7n ngx. ALT atplanling thin e. Before tree is in pit remove bottom INSIDE DIA APPROX APPROXIMATELY ofbasketcoatingh067DId IV. ARertrce s np¢rcrtlo5'etherest Bud gift. ARCH Root Collar,' hare: Collar shall be level or up to of the basket cutting vertically. Rust Collar } late: Collar shall be level or up m BEG 1"-2" above 5nished grade. MAX :'.2' above fmialred grade. 2 "4"ofhurlivoodmulch. Agedwood drips or similar mulch. Keep mulch Remove any excess soil to locate 2 41`ofhardwoodmulch, Aged wood chips or sank mulch. Keep mulch Remove any eacm Eil to -oc& 2' -3" from trtuhk and expose root flare. 2 " -3" from hunk. and expose roct Tare. CIP Soil grade. MIN Soil grade. Backfill using existing soil. Water u thoroughly to eliminate air pockets. Score sides of the planting pit Walk. Ba.U]l using existing soil. Wata thorough! Sca: a sides of to pllmingpitwalk ..... :. ..:..:..:.. • ... .. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C. 0. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC Leave soil udder ball undisturbed to sttpport root hall and reduce setting. DEMO leavv sal under ball uneauubed to support rout ball and reduce settling. PVMT 1 11- 2 times ball di meter DIA 1112 " 2 times ball diameter R SHRUB PLANTING DETAL NUrloaceLL DS TREE PLANING DETAL Nor TOAC.::6 REF REFERENCE ELEV alYcFcfgk1 RCP REINFORCED CONCERETE Remove tags and labels. I sW TREES OR SHURBS MAY NOT BE PLANTED. 11KI8 TO d R�� ELEC. Pnme only dead or broken Rer3ove Wuv Baskets. brantbes or double Icadas Plug ' Before tree is in pit remove'Dottom 6f basket cutting honzontaty. ; TOTAL PROVIDED RQaa�tt t� twiwwdabtAaaoaRetea FAwAvys ®ed 1pbabvd 46 139 After tree is in pit remove the Ins of the basket cutting vettically. Root Collarl Flare: bpgdgl EQUAL DISTANCE Coll ar shall be level or on to rdtt■tak - UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE 2"-4 °DfhardWDDdmulch. Agedwood 1 " -2" above finished grade, EX. EXISTING chips or similar mulch. Keop mulch 2 " -3" from trunk. Remove arty excess soil to locate and expose root ffsre. pkaay g a�� sQ�rgtelmlhd ! C SAN SANITARY • Re1as1llslatdt■ I siftbrakiladpefttabWotag EXPANSION JOINT J Soil grade. �p 7leiak dilalfedocit- (iuktminnyhefttn LL li onau l using existing sail. Water dtDrnughly to eliminate air pocltets. Score sides of the planting pit walk. • btwftrkt6gWdrig�palithir t a�y� . v 'v'. . � . Tfee5tldl'gFtooese FFE \ / / \ / //� / /� / /�� SPECIFICATIONS FT �/ // // Imrda�llatlatolllbbdb®w \ \ \� l■ tJiolepi dheaaaa.dbe3t d gpn6rd*y*6m. STATION GUTTER FLOWLINE ELEV Leave soil under ball undisturbed HT HEIGHT STORM to support root ball and redace slitting. V w� TYP 1 1 2 - 2 pmcs'rall diametcr HDPE HIGH DENSITY EVERCIVEN FLAN TM DETAL trim- w calk. POLYETHYLENE CIO: z O z __ _i .. f I LANDSCAPE COUNTS PERIMETER LANDSCAPE: ABBREVIATIONS AND EXISTING LEGEND ACCEL ACCELERATION H.C. HANDICAP ADJ ADJACENT HORZ HORZIONTAL ALT ALTERNATE ID INSIDE DIA APPROX APPROXIMATELY INV INVERT ARCH ARCHITECTURAL M. H, MANHOLE BEG BEGINNING MAX MAXIMUM BLDG BUILDING MECH MECHANICAL CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP CAST IN PLACE MIN MINIMUM CL CENTERLINE N/A NOT APPLICABLE CIVIL! GONG MASONRY UNIT O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIA CJ CONTROL JOINT PERP PERPENDICULAR C. 0. CLEAN OUT P.O.B. POINT OF BEG DECEL DECELERATION PVC POLYVINYL CHORIDE DEMO DEMOLITION PVMT PAVEMENT DIA DIAMETER R RADIUS DS DOWNSPOUT REF REFERENCE ELEV ELEVATION RCP REINFORCED CONCERETE 'NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP WHICH TREES OR SHURBS MAY NOT BE PLANTED. PIPE ELEC. ELECTRICAL 21B TOTAL PROVIDED 41 29 139 READ REQUIRED EQ EQUAL DISTANCE - UTILIZING SAME TREES AND SHRUBS FOR COUNTS ON NEAREST SIDES a_ - UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE ROW RIGHT OF WAY EX. EXISTING ® SANITARY M.H. e ! C SAN SANITARY EJ EXPANSION JOINT J Q U LL SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL X - PLASTIC PIPE FFE FINISH FLOOR ELEV SPECS SPECIFICATIONS FT FOOT SQ SQUARE i STA STATION GUTTER FLOWLINE ELEV Cif HT HEIGHT STORM STORM SEWER V w� TYP TYPICAL HDPE HIGH DENSITY O POLYETHYLENE VIF VERIFY IN FIELD LANDSCAPE NOTES NORTH "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS PAY TELEPHONE 18 12 53 NORTH "A" EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS FIBER OPTICS 1 0 0 NORTH "A' LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS GAS 17 12 63 WEST 'A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS ELECTRIC 10 7 20 WEST "A' EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS TELEPHONE C 0 D WEST 'A' LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS WATER 10 5 25 SOUTH 'A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS SB 1B 12 53 SOUTH "A' EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS SANITARY SEWER 0 0 0 SOUTH 'A" LANDSCAPE PROVIDED- SHADE TREES ORNAMENTAL TREES SHRUBS STORM SEWER 16 12 43 'NOTE: SOUTH AREA CONTAINS A 330.0' LONG RETENTION AREA WHICH 24" HT. TREES OR SHUUBS MAY NOT BE PLANTED. CC EAST "D" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS TELEPHONE RISER 16 16 84 EAST "D' EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS TRANSFORMER 7 0 30 EAST "0' LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS WATER VALVE 8 0 23 'NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP WHICH TREES OR SHURBS MAY NOT BE PLANTED. FIRE HYDRANT TOTAL REQUIRED 62 47 21B TOTAL PROVIDED 41 29 139 NOTES: DRAINAGE M.H. O - 3 SHRUBS EQUAL 1 CONIFEROUS TREE - UTILIZING SAME TREES AND SHRUBS FOR COUNTS ON NEAREST SIDES a_ - UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE PLANT LIST -/ EVERGREEN TREE 9�ai x SPOT ELEVATION © PAY TELEPHONE ACER FREEMAANI 'ARMSTRONG' ARMSTRONG MAPLE 831 CONTOUR (MAJOR) FO FIBER OPTICS ACER FREEMANH 'JEFFERSRED' AUTUMN BLAZE MAPLE '831 "' ° ° ° ° "' CONTOUR (MINOR) G GAS GLEDITSIA TRI. 'IMPERIAL' IMPERIAL HONEYLOCUST D-- AREA LIGHT 1 E ELECTRIC U :bka 0=-0 AREA LIGHT 2 T TELEPHONE C 4_ co 101 UTILITY POLE W WATER W &. 2" CAUPER MATCHED, B&B SHRUBS SB vii ' `^ NEON FLASH SPIREA GUY ANCHOR SAN SANITARY SEWER h IA 4) Q TELEPHONE M.H. STM STORM SEWER W T CO I DENSE SPREADING YEW 24" HT. 4' O.C. CC 25 COTONEASTER APICULATUS O TELEPHONE RISER CS COMBINED SEWER C Z It co ❑ TRANSFORMER U/G UNDERGROUND COB d °0 CHANGE OUT BED WATER VALVE 0/H OVERHEAD ; 1 C CO FIRE HYDRANT CONCRETE BUMPER W O co ,fir , � "B DECIDUOUS TREE DRAINAGE M.H. O N N) ^ L F, a_ O -/ EVERGREEN TREE ® SANITARY M.H. e ! C A BUSH Wii CURB INLET J Q U LL < t 'v/ O X - FENCE ® ROUND INLET (24" TYP) Z z SIGN ® SQUARE INLET (24" TYP) i O Cif O TRAFFIC SIGNAL POLE C CLEAN OUT V w� ® TRAFFIC z O SIGNAL M.H. ■ PIPE BOLLARD DOOR 0,, FLAG POLE M EXISTING BOUNDARY INFORMATION LULU WAS PROVIDED BY WEIHE ENGINEERS INC. DATED: 04 -25 -1990. w IY IL PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. 4. ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE 'AMERICAN STANDARD FOR NUSERY STOCK' ANSI Z60.1. LATEST EDITION- 5 - SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANGES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. 6. THOROUGHLY WATER ALL PLANT MATERIAL V47HIN SIX (6) HOURS OF INSTALLATION. 7. THE SITE IS TO BE LEFT IN A GLEAN AND NEAT CONDITION AT ALL TIMES. B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTNG UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS, PROVIDE ADEQUATE MEANS OF PROTECTION OF UTLITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTIUnES DAMAGED DURING WORK OPERATONS AT CONTRACTOR'S EXPENSE. 9.IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN AND SCHEDULE. PLAN SHALL SUPERCEED. MISCELLANEOUS PLANTING MATERIALS: 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANING BEDS AND TREE SAUCERS. 2. BACKFILL MIX- ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANING BEDS. FURTHER AMEND BACKFILL MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6 ". SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES AA 13 ACER FREEMAANI 'ARMSTRONG' ARMSTRONG MAPLE 2 1/2' CALIPER MATCHED, B&B AF 11 ACER FREEMANH 'JEFFERSRED' AUTUMN BLAZE MAPLE 2 1/2' CALIPER MATCHED, B&D GT 7 GLEDITSIA TRI. 'IMPERIAL' IMPERIAL HONEYLOCUST 2 -1/2" CALIPER MATCHED, B&B MD 14 MALUS 'DAVID' DAVID CRAB 1 -1/2" CALIPER MATCHED, B&B MRJ 21 MALUS 'RED JEWEL' RED JEWEL CRAB 1 -1/2' CALIPER MATCHED, B&B BN 6 BETULA MGRA 'HERITAGE' HERITAGE RIVER BIRCH (SINGLE STEM) 2" CAUPER MATCHED, B&B SHRUBS SB 83 SPIREA X BUMALDA 'NEON FLASH' NEON FLASH SPIREA 24" HT. 4' O.C. EA 76 EUONYMUS ALATUS 'COMPACTUS' DWARF BURNING BUSH 30" HT. B&B, 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. U PERENNIALS COB -- CHANGE OUT BED ANNUALS - SPRING SUMMER / FALL PLOTTED BY-R.C. BERGER -- O CJ G Q U -j z F, a_ O w / NW L.L F- 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 WITH 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 CRITERIA. STRUCTURAL SOILS DETAIL DETAIL SPECIFICATIONS ORDER OF PREFERENCE HOLEY MOLEY SAYS "DIG SAFELY" \\`N 0o %%%i lt0t 3� "�''' .. ... N tv an ..., A- 4zz al _ .F- O D (L O Lai Q J ZZ Uj C-2 CL P1�%� \ a OJ�a► 0tnt►`" \ \\ DATE DESCRIPTION C:LILN I NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 9 -5 -08 FINAL CONSTRUCTION PLANS_ 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 9 -16 -08 CITY REVIEW 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 9-24 -D8 CITY REVIEW © 2005 DeBoy Land DevelopmentSeNTces, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED:RCB APPROVED: CRP 1 IN "IT'S THE LAW" DRAWN :CLH /RCB CHECKED BY :MLD ALL PEORMIITSCAND APPROVALS AREA OBTAINED FROM THE RESPECTI ENCITY,AT 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 AREA PRIOR TO STARTING ANY CONSTRUCTION_ CALL TOLL FREE PROJECT NO.: 2006 -0065 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 IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 1 5 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. w INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION U L DWG: CS.O SITE LANDSCAPE PLAN-d.9 LL PLOTTED BY-R.C. BERGER O CJ G Q U -j z F, a_ O w / NW L.L F- n 0 - rV �./ / .114e Q W Q U LL < t 'v/ O ❑ z z W ❑ O Cif w F- O O Lo V z 0 LO z r w C:LILN I NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. INDIANAPOLIS, INDIANA 46268 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. 17) 87 x 6 2300 ((3 4. I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS. 5. TEN STATE STANDARDS 17 ) 876 -2313 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. © 2005 DeBoy Land DevelopmentSeNTces, Inc. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. NOTICE, PERMITS AND NOTES DESIGNED:RCB APPROVED: CRP 1 IN "IT'S THE LAW" DRAWN :CLH /RCB CHECKED BY :MLD ALL PEORMIITSCAND APPROVALS AREA OBTAINED FROM THE RESPECTI ENCITY,AT 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 AREA PRIOR TO STARTING ANY CONSTRUCTION_ CALL TOLL FREE PROJECT NO.: 2006 -0065 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 IC8 -1 -26. 5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING CONSTRUCTION. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS OF 1 5 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. PROJECT R \2006 \2006 -0065 - 11505 N. Penn - Wblfson Ywng \ENGINEERING \DRAWINGS DWG: CS.O SITE LANDSCAPE PLAN-d.9 PLOTTED BY-R.C. BERGER DATE: WedneadM, September 24, 2008 2:2x29 PM A6('00