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HomeMy WebLinkAbout06070008.2Alit »J i I T4. D' chi 01 2' - " �D �fi I I wl M n� o� yn rn 0 z I I i EXISTING PLANTS TO REMAIN SB EXCEPT FOR AREAS OF NEW PLANTINGS 12 I MRJ I 2 TM L--------------- - - - - °- Remove tags and labels. Pnmc only dead or broker. branches or double leaders ai planting time. AemOve Wire Baskets. Before tree is it.. pi: remove bottom of basket culting horumtally. Atilt trce is in pit remove' he res: of the basket cutting vertically. 2 " -4" of hardwood mulch. Aged wnod chips or similar mulch. Keep mulch 2"-3" from trunk. Backf`,11 using existing sail. Water duarougMy to eh ornate air poclim. Leave soil under ball undisoxW I to support rout ball and reduce wiling. -112 - "c times ball diaQaiLT- to U � RA H Ira Of r w PA ((n 0- 0 I� O II Io � I� ID- _NT I MRJ � I ] I I 0 I I I u� gyp _ I 0 3EMENT I F I I W M r STR -03 I Z I GT D BN 4 I IA TR -02 Q IA w !N) RE- DESIGNED POND of W co LU TOP OF BANK ELEV: 845.00 0 w IiA z Z STR -0I -POND OUTLET 100 YEAR ELEV: 844.07 0 4.25 INCH ELEV: 842.93 10 YEAR ELEV: 842.70 w 2 YEAR ELEV: 842.10 z NORMAL POOL: 841.18 BOTTOM ELEV: 833.00 GT Z BN 3 Z � T m 2 _ - -- APPR4 2c- �RQPERTY�Ir 1E------------- - - - -5' YARD SETBACK - - - - - - - - - - - - - - - - - - -_ J s s - - - S 89'49'34' W - - - - - - - - - - - - - - - - 578.71' ` LANDSCAPE COUNTS ABBREVIATIONS AND EXISTING LEGEND ACCEL arrcFcaqha H.C. Remove tags and labels. w ADJACENT Prune dead broken HORZIONTAL ALT branches es o or double leaders ID F1 at planing time, dos tvlttei�Ladortukaaodtetm Fkrlolsatye�d talaa�d INVERT eeppcafeeffee ARCHITECTURAL M.H. • hllm0aItgldSwmAte6c6r nllrrY�80Aq e RaOtCallar/ Flare: MAX MAXIMUM Collar shall be level or w t0 BUILDING rtdtetulc 1 " -2" above finished grade. CAL CALIPER M.E.G. MATCH EXISTING GRADE CIP Remove my excess soil to loc-Ae p�a,ay�y���d�� wp*ytwcym and expose rout hare. Fb - ttwAdft Yaft pmd Soilgrcdc. �1m*Afoead0d-tb:1ftMed UJ (-0-ida- %ftli:ft Score sides of the plantiEg Pit wags. ON CENTER bt.tak64Ndst�y� �yb* . -- • OD TreaStldl'IgPlvotes \��j` /� CONTROL JOINT aord®h kwII- j /!'� C. 0, CLEAN OUT j� 7teali�calgt4paltdhea�adbaahakla�l�oieddyigtags DECEL DECELERATION PVC POLYVINYL CHORIDE LANDSCAPE COUNTS 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 CMU 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 DOOR PIPE ELEC. ELECTRICAL REQD REQUIRED EQ EQUAL DISTANCE m Z ROW RIGHT OF WAY EX. EXISTING SAN SANITARY EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED FOW FACE OF WALL Ile PLASTIC PIPE < INC. SPECS SPECIFICATIONS FFE FINISH FLOOR ELEV < > V o SQ SQUARE FT FOOT Z z IY STA STATION GUTTER FLOWLINE ELEV 0 STORM STORM SEWER HT HEIGHT p z TYP TYPICAL HDPE HIGH DENSITY POLYETHYLENE VIF VERIFY IN FIELD nw I AKin!QC'APP IVCITFC NORTH '"A° LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 18 12 53 NORTH "A EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS 1 n 0 NORTH "A" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 17 12 63 WEST "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 10 7 28 WEST "A EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS D 0 0 WEST "A" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 10 5 25 SOUTH "A" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 18 12 53 SOUTH "A" EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS 0 0 0 SOUTH °A" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 16 12 43 -NOTE: SOUTH AREA CONTAINS A 330.0' LONG RETENTION AREA WHICH TREES OR SHURBS MAY NOT BE PLANTED. EAST "0" LANDSCAPE REQUIRED: SHADE TREES ORNAMENTAL TREES SHRUBS 16 16 84 EAST "D" EXISTING LANDSCAPE: SHADE TREES ORNAMENTAL TREES SHRUBS 7 0 30 EAST '0" LANDSCAPE PROVIDED: SHADE TREES ORNAMENTAL TREES SHRUBS 6 G 23 "NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP WHICH TREES OR SHURBS MAY NOT BE PLANTED. TOTAL REQUIRED 62 47 218 TOTAL PROVIDED 41 29 139 NOTES - 3 SHRUBS EQUAL 1 CONIFEROUS TREE - UTILONG SAME TREES AND SHRUBS FOR COUNTS ON NEAREST SIDES - UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE PLANT LIST 4F1 x SPOT ELEVATION © PAY TELEPHONE 831 CONTOUR (MAJOR) FO FIBER OPTICS ••••••••••831•••• • • CONTOUR (MINOR) G GAS D- AREA LIGHT 1 E ELECTRIC O=­D AREA LIGHT 2 T TELEPHONE 101 UTILITY POLE W WATER 1 -1/2" CALIPER GUY ANCHOR SAN SANITARY SEWER f) TELEPHONE M.H. STM STORM SEWER ID TELEPHONE RISER CS COMBINED SEWER D TRANSFORMER U/G UNDERGROUND 83 WATER VALVE 0/H OVERHEAD 4' O.C. FIRE HYDRANT 76 CONCRETE BUMPER DWARF BURNING BUSH DECIDUOUS TREE QD DRAINAGE M.H. 69 EVERGREEN TREE ® SANITARY M.H. Q BUSH J& CURB INLET X FENCE ® ROUND INLET (24" TYP) SIGN ® SQUARE INLET (24" TYP) O TRAFFIC SIGNAL POLE O CLEAN OUT ® TRAFFIC SIGNAL M.H. PIPE BOLLARD DOOR FLAG POLE z IIIJ } Q m Z F a. 0 EXISTING BOUNDARY INFORMATION LU Of F- WAS PROVIDED BY WEIHE ENGINEERS Ile W Q < INC. DATED: 04 -25 -1990. Q C) n < > V o CL W r) Z z IY W CL PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED NTH 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 WTHIN SIX (6) HOURS OF INSTALLARDN. 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. B. 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 UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING WORK OPERATIONS 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 PLANTING BEDS AND TREE SAUCERS 2. BACKFILL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANTING BEDS. FURTHER AMEND BACIMLL MIX FOR TREE PLANTING NTH 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 I BOTANICAL NAME COMMON NAME SIZE REMARKS TREES NORTH 13 ACER FREEMAANN 'ARMSTRONG' ARMSTRONG MAPLE 2 1/2" CALIPER MATCHED, B&B JFAA 11 ACER FREEMANII'JEFFERSRED' AUTUMN BLAZE MAPLE 2 1/2' CALIPER MATCHED, B &B ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS 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 NGRA 'HERITAGE' HERITAGE RIVER BIRCH (SINGLE STEM) 2" CALIPER 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. rw V DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY" OF PREFERENCE O V) tD NORTH SITE LANDSCAPE PLAN 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SCALE: 1" = 30' 4. I.N.D.0.T. STANDARD DRAWINGS AND SPECIFICATIONS. �►. ry 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 AREA PRIOR TO STARTING ANY CONSTRUCTION- CALL TOLL FREE MEET THE FORESAID CRITERIA. DETAIL SPECIFICATIONS ORDER HOLEY MOLEY SAYS "DIG SAFELY" OF PREFERENCE O V) tD 1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS. 2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. Q r 4. I.N.D.0.T. STANDARD DRAWINGS AND SPECIFICATIONS. �►. ry 5. TEN STATE STANDARDS % to 6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS. 0- d �� "••.. 7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS. y^ly NOTICE, PERMITS AND NOTES a Z °m 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT "IT'S THE LAW" ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY, 40ca COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. CALL 2 WORKING DAYS BEFORE YOU DIG 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 H^i AREA PRIOR TO STARTING ANY CONSTRUCTION- CALL TOLL FREE 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES, H m PRIOR TO STARTING ANY CONSTRUCTION. tG 4, ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN Ewa �OQ 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 IT IS AGAINST THE LAW TO EXCAVATE UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION. LOCATION SERVICE TWO (2) WORKING DAYS 6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT BEFORE COMMENCING WORK. INFORMATION TO THE ENGINEERING / SURVEYING COMPANY UPON COMPLETION OF CONSTRUCTION. CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA 46268 (:317) 876 -2300 (:317) 876 -2313 02005 DeBoy Land Development Services, Inc. DESIGNED:RCB APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: 1" =30' DATE:06 -30-06 PROJECT NO.: 2006 -0065 C5.0 OF 15 PROJECT:F: \2006 \2006 -0065 - 11505 N. Penn - Nblfson Young \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN -d-g PLOTTED BY.-R.C. BERGER DATE: Wedneedery, Septernber 24, 2008 2:28:29 PM O V) tD ... U Q r �►. ry m N z OQ a'0Z % to W 0- d �� "••.. I� y^ly W e a Z °m DESCRIPTION � a 40ca W O 0 H^i H m tG Ewa �OQ 0 O O CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA 46268 (:317) 876 -2300 (:317) 876 -2313 02005 DeBoy Land Development Services, Inc. DESIGNED:RCB APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: 1" =30' DATE:06 -30-06 PROJECT NO.: 2006 -0065 C5.0 OF 15 PROJECT:F: \2006 \2006 -0065 - 11505 N. Penn - Nblfson Young \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN -d-g PLOTTED BY.-R.C. BERGER DATE: Wedneedery, Septernber 24, 2008 2:28:29 PM 9 -5 -OB ... an Q r cuQ�O 0)O 0 W a Q m N z OQ a'0Z UJI LLI ` a 0- d �� "••.. ...••;� �� DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA 46268 (:317) 876 -2300 (:317) 876 -2313 02005 DeBoy Land Development Services, Inc. DESIGNED:RCB APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: 1" =30' DATE:06 -30-06 PROJECT NO.: 2006 -0065 C5.0 OF 15 PROJECT:F: \2006 \2006 -0065 - 11505 N. Penn - Nblfson Young \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN -d-g PLOTTED BY.-R.C. BERGER DATE: Wedneedery, Septernber 24, 2008 2:28:29 PM 9 -5 -OB FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW rw V L Z o -� z IIIJ 2 Q U Z F a. 0 w w Of F- A� �/ / Ile W Q < W Q C) LL < > V o CL �- r) Z z W 0 w w o p z 0 z nw CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA 46268 (:317) 876 -2300 (:317) 876 -2313 02005 DeBoy Land Development Services, Inc. DESIGNED:RCB APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MLD SCALE: 1" =30' DATE:06 -30-06 PROJECT NO.: 2006 -0065 C5.0 OF 15 PROJECT:F: \2006 \2006 -0065 - 11505 N. Penn - Nblfson Young \ENGINEERING \DRAWINGS DWG: C5.0 SITE LANDSCAPE PLAN -d-g PLOTTED BY.-R.C. BERGER DATE: Wedneedery, Septernber 24, 2008 2:28:29 PM