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Home My WebLink AboutWestClay Uptown DevelopmentW. 131st ST. TO W N E R D . HARLESTON ST.PE T T I G R U D R . GLEBE ST. WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N ©Sheet List Table Sheet Number Sheet Title Rev C0.0 COVER SHEET V1.0 ALTA-TOPOGRAPHIC SURVEY C1.0 GENERAL NOTES C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 PRE-CONSTRUCTION EROSION CONTROL PLAN C4.1 POST-CONSTRUCTION EROSION CONTROL PLAN C4.2 EROSION CONTROL DETAILS C4.3 SWPPP C5.0 GRADING & DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 UTILITY PROFILES C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS C7.5 CITY OF CARMEL PAVING POLICY C7.6 CITY OF CARMEL CURBING POLICY C8.0 PHOTOMETRIC PLAN (NOT TO SCALE) LOCATION MAP C0.0 CO V E R S H E E T NORTH ENGINEERING PLANS WESTCLAY UPTOWN DEVELOPMENT 12995 PETTIGRU DRIVE & 2510 HARLESTON STREET CARMEL, IN 46032 PROJECT LOCATION CONSTRUCTION OF A ±3,841 SF RETAIL BUILDING ("BUILDING A") AND A ±2,653 SF RESTAURANT ("BUILDING B") ON ±0.56 AC. PROJECT IS LOCATED IN SECTION 29 OF T18N, R3E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT.ADDRESS PHONE NUMBER CONTACT ENGINEERING DEPARTMENT CARMEL ENGINEERING DEPT.1 CIVIC SQ., 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 JOHN THOMAS SANITARY SEWER SERVICE TRICOUNTY REGIONAL SEWER UTILITY 10701 N. COLLEGE AVE., SUITE A INDIANAPOLIS, IN 46280 (317) 844-9200 RYAN HARTMAN STORM SEWER SERVICE CARMEL ENGINEERING DEPT.1 CIVIC SQ., 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 JOHN THOMAS STORM SEWER SERVICE HAMILTON CTY. SURVEYOR'S OFFICE 1 HAMILTON CTY. SQ., SUITE 188 NOBLESVILLE, IN 46060 (317) 776-8495 GREG HOYES WATER SERVICE CARMEL CITY UTILITIES DEPT. 30 W. MAIN ST. CARMEL, IN 46032 (317) 733-2849 STEVE COOK ROADWAY AUTHORITY CARMEL STREET DEPT.3400 W. 131ST ST. CARMEL, IN 46074 (317) 733-2001 DAVID HUFFMAN POWER COMPANY DUKE ENERGY 2727 CENTRAL AVE. COLUMBUS, IN 47201 (812) 447-2351 CHRISTINA GIROD NATURAL GAS VECTREN 16000 ALLISON RD. NOBLESVILLE, IN 46061 (317) 776-5532 JOANIE CLARK TELEPHONE / COMMUNICATIONS AT & T 240 N. MERIDIAN ST. INDIANAPOLIS, IN 46204 (317) 252-4275 STEVE KREBS PLANNING & ZONING DEPT. OF COMMUNITY SERVICES 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 RACHEL KEESLING PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT EMAIL ADDRESS OWNER JOHN REEDER 12802 CHAPEL SQUARE ST. CARMEL, IN 46032 (317) 590-3305 JOHN REEDER JOHNDREEDER@ MSN.COM CIVIL ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 BRYAN SHEWARD, PE BRYAN.SHEWARD@ KIMLEY-HORN.COM ARCHITECT ODLE McGUIRE SHOOK 429 PENNSYLVANIA ST., SUITE 202 INDIANAPOLIS, IN 46204 (317) 842-0000 TODD McCLEAN, AIA SURVEYOR SEA GROUP, LLC 494 GRADLE DR. CARMEL, IN 46032 (317) 844-3333 BRIAN RISMILLER, PS LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 BRANDON SCHREEG, ASLA “” LEGAL DESCRIPTION PROJECT INFORMATION ZONING PUD SETBACKS (FRONT, SIDE, REAR)10' BUILDING COVERAGE RATIO ±27% BUILDING HEIGHT BUILDING A = 16'-8" BUILDING B = 16'-8" TOTAL DISTURBED AREA ±0.70 AC. (NOT TO SCALE) VICINITY MAP NORTH PROJECT LOCATION WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © GENERAL NOTES EARTHWORK NOTES SANITARY SEWER NOTES WATERMAIN NOTES SIGNING AND PAVEMENT MARKING NOTES STORM SEWER NOTES PAVING NOTES DEMOLITION NOTES EROSION CONTROL NOTES C1.0 GE N E R A L N O T E S WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION / ORDERING OF MATERIALS. JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 N 0 0 ° 1 1 ' 5 9 " W 1 3 3 . 4 5 ' N 89°48'01" E 135.27' S 0 0 ° 1 1 ' 5 9 " E 1 8 8 . 6 2 ' C1 C 2 C 3 L 1 L2 L3 L4 L5 L6 S 89°48'01" W 80.09' WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © GENERAL DEMOLITION NOTES · · · DEMOLITION NOTES DEMOLITION NOTES NORTH C2.0 EX I S T I N G CO N D I T I O N S & DE M O L I T I O N P L A N NOTES DEMOLITION LEGEND BENCHMARKS JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 BUILDING B ±2,653 SF FF=907.25 BUILDING A ±3,841 SF FF=907.25 12995 PETTIGRU DR, CARMEL, IN 46032 2510 HARLESTON ST, CARMEL, IN 46032 WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © NORTH GENERAL NOTES C3.0 SI T E P L A N KEY NOTES PARKING SUMMARY PAVING AND CURB LEGEND BENCHMARKS SITE DATA PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES C4.0 PR E - C O N S T R U C T I O N ER O S I O N C O N T R O L PL A N NORTH EROSION CONTROL LEGEND PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 BUILDING B ±2,653 SF FF=907.25 BUILDING A ±3,841 SF FF=907.25 WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © NORTH C4.1 PO S T - C O N S T R U C T I O N ER O S I O N C O N T R O L PL A N TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES EROSION CONTROL LEGEND WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C4.2 CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE CONCRETE WASHOUT N.T.S. CONSTRUCTION ENTRANCE N.T.S. GENERAL NOTES: INLET PROTECTION N.T.S. B B F E C A D ** ** SEEDING CHART SECTION PLAN ™ ® ™ FIBER ROLL SEDIMENT CONTROL N.T.S. ® ™ SEDIMENTATION/SILT FENCE N.T.S. C4.2 ER O S I O N CO N T R O L DE T A I L S WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © –– C4.3 SW P P P JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 BUILDING B ±2,653 SF FF=907.25 BUILDING A ±3,841 SF FF=907.25 BUILDING A ±3,841 SF WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © GRADING NOTES GRADING LEGEND C5.0 GR A D I N G & DR A I N A G E P L A N NORTH UTILITY LEGEND NOTE INSET 1 1"=10' INSET 2 1"=10' INSET 3 1"=10' INSET 4 1"=10' INSET 5 1"=10' MINIMUM FLOOD PROTECTION GRADE (MFPG) INSET 6 1"=10' · · · · · DRAINAGE SUMMARY MINIMUM LOWEST ADJACENT GRADE (MLAG) JP MORGAN CHASE BANK, N.A. INST. #2007-36415 E & J ENTERPRISE, LLC. INST. #2017-63747 COMMONS BLOCK 'E' HARLESTON POND VILLAGE OF WESTCLAY, SEC 6003-B PC 4, SLIDE 264 HARLESTON STREET 94' RIGHT-OF-WAY PE T T I G R U D R I V E 94 ' R I G H T - O F - W A Y TAFT CIRCLE 40' RIGHT-OF-WAY POND 5 NORMAL POOL = 898.25 10YR ELEV = 901.7 100YR ELEV = 903.1 TOP OF BANK ~903.8 (SOUTHEAST SIDE) PER SCHNEIDER MASTER PLAN FOR THE "WEST SECTION" DRAINAGE REPORT DATED OCTOBER 4, 2006 PROPOSED BUILDING (BY OTHERS) UNDER CONSTRUCTION 10,579 SF FF=907.8 BUILDING B ±2,653 SF FF=907.25 BUILDING A ±3,841 SF FF=907.25 SANITARY STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © UT I L I T Y P L A N C6.0 GENERAL UTILITY NOTES UTILITY NOTES NORTH UTILITY LEGEND KEY NOTES GENERAL NOTES · · · · · DRAINAGE SUMMARY WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © UT I L I T Y P R O F I L E S C6.1 STORM LINE 1 V: 1"=2' | H: 1'=20' SANITARY LINE 1 V: 1"=2' | H: 1'=20' SANITARY LINE 2 V: 1"=2' | H: 1'=20' SANITARY LINE 3 V: 1"=2' | H: 1'=20' GENERAL NOTES WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.0 CO N S T R U C T I O N DE T A I L S ACCESSIBLE PARKING SYMBOL N.T.S. TYPICAL HANDICAP STRIPING N.T.S. STANDARD SIGN BASE N.T.S. STANDARD DUTY ASPHALT PAVEMENT SECTION N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. RESERVED PARKING $250 FINECONCRETE PAVEMENT SECTION N.T.S. HEAVY DUTY/ROW ASPHALT PAVEMENT SECTION N.T.S. STOP BAR N.T.S. STOP STOP SIGN N.T.S. BIKE RACK DETAIL N.T.S. WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.1 CO N S T R U C T I O N DE T A I L S 6" CURB TAPER N.T.S. STANDARD CONCRETE WHEEL STOP N.T.S. 8" BOLLARD DETAIL N.T.S. WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.2 CO N S T R U C T I O N DE T A I L S WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.3 CO N S T R U C T I O N DE T A I L S WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.4 CO N S T R U C T I O N DE T A I L S WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.5 CI T Y O F C A R M E L PA V I N G P O L I C Y WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © C7.6 CI T Y O F C A R M E L CU R B I N G P O L I C Y WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © NORTH C8.0 PE T T I G R U D R I V E HARLESTON STREET CONSTRUCTION LIMIT CONSTRUCTION LIMIT 18 CK GB 1 1 SR 1 SR 1 GT 1 GT 1 GT 1 GT FA 21 LS 15 FA 21 FA 21 LS 15 FA 21 FA 21 FA 21 FA 21 FA 21 SA 15 SA 15 FA 7 LS 12 9 FA FA 10 SA 13 10 FA 8 PA 6 RF 14 AH 7 RF 8 PA 1 CC 1 QI 1 QI CC 1 CC 1 6 CA BG 8 HP 4 HP 4 6 BGCA 2 7 EM 26 CZ NF 13 BG 5 9 NF PARKING PARKING ON-STREET PARKING ON-STREET PARKING BIKE PARKING CONCRETE DINING PATIO GB 1 7 CK 5 CK LAWN LAWN LAWN LAWN LAWN BG 4 BG 3 GB 1 GT 1 CZ 4 NF 13 CZ 8 EM 5 LS 60 5 CK 6 BG PV 11 2 VJ 2 VJ BIKE PARKING 5 BG 4 BG 10 CZ WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © L1.0 LA N D S C A P E P L A N NORTH DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE GB 3 GINKGO BILOBA `PRINCETON SENTRY`PRINCETON SENTRY GINKGO B & B 2" CAL.--- MALE SPECIES ONLY GT 5 GLEDITSIA TRIACANTHOS INERMIS `SUNBURST`SUNBURST COMMON HONEYLOCUST B & B 2" CAL.--- QI 2 QUERCUS IMBRICARIA SHINGLE OAK B & B 2" CAL.--- ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE CC 3 CERCIS CANADENSIS `FOREST PANSY` TM FOREST PANSY REDBUD B & B 2" CAL.--- SR 2 SYRINGA RETICULATA `IVORY SILK`IVORY SILK JAPANESE TREE LILAC B & B 2" CAL.--- SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BG 41 BUXUS X `GREEN VELVET`BOXWOOD B & B SEE PLAN 24" HT MIN CA 8 CLETHRA ALNIFOLIA `RUBY SPICE`RUBY SPICE CLETHRA B & B SEE PLAN 24" HT MIN HP 8 HYDRANGEA PANICULATA `LIMELIGHT` TM LIMELIGHT HYDRANGEA B & B SEE PLAN 24" HT MIN VJ 4 VIBURNUM X JUDDII JUDD VIBURNUM B & B SEE PLAN 24" HT MIN ANNUALS QTY BOTANICAL NAME COMMON NAME CONT FA 204 FLOWERING ANNUALS FLAT (TBD) PERENNIALS AND GRASSES QTY BOTANICAL NAME COMMON NAME CONT AH 14 AMSONIA HUBRICHTII ARKANSAS BLUE-STAR 1 GAL CK 35 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`FEATHER REED GRASS 1 GAL CZ 48 COREOPSIS VERTICILLATA `ZAGREB`ZAGREB THREAD LEAF COREOPSIS 1 GAL EM 12 ECHINACEA PURPUREA `MAGNUS`MAGNUS PURPLE CONEFLOWER 1 GAL LS 102 LIRIOPE SPICATA `BIG BLUE`CREEPING LILY TURF 1 GAL NF 35 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT 1 GAL PA 16 PENNISETUM ALOPECUROIDES `HAMELN`HAMELN DWARF FOUNTAIN GRASS 1 GAL PV 11 PANICUM VIRGATUM `NORTH WIND`NORTHWIND SWITCH GRASS 1 GAL RF 13 RUDBECKIA FULGIDA `GOLDSTRUM`CONEFLOWER 1 GAL SA 44 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL PLANT SCHEDULE SPACING 12" o.c. SPACING 24" o.c. 30" o.c. 18" o.c. 30" o.c. 18" o.c. 24" o.c. 24" o.c. 24" o.c. 24" o.c. 18" o.c. WE S T C L A Y U P T O W N DE V E L O P M E N T HA R L E S T O N A T P E T T I G R U CA R M E L , I N © L1.1 LA N D S C A P E DE T A I L S TREE PLANTING DETAILA SHRUB PLANTING DETAILB LANDSCAPE NOTES 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND PLANTING. 2.THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 4.ALL NURSERY STOCK SHALL BE WELL BRANCHED, HEALTHY, FULL, PRE-INOCULATED AND FERTILIZED. DECIDUOUS TREES SHALL BE FREE OF FRESH SCARS. TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS A PART OF THIS CONTRACT. 5.ALL NURSERY STOCK SHALL BE GUARANTEED, BY THE CONTRACTOR, FOR ONE YEAR FROM DATE OF FINAL INSPECTION. 6.AMENDED SOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO A 6" DEPTH BELOW FINISHED GRADE IN TURF AREAS AND A 12" DEPTH IN PLANTING AREAS. 7.PLANTING AREA TOPSOIL SHALL BE AMENDED WITH 25% SPHAGNUM PEATMOSS, 5% HUMUS AND 65% PULVERIZED SOIL FOR ALL SHRUB, ORNAMENTAL GRASS, PERENNIAL AND ANNUAL BEDS. AMENDED TURF AREA SOIL SHALL BE STANDARD TOPSOIL. 8.SEED LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED MIXES. 9.CONTRACTOR SHALL INSTALL SHREDDED HARDWOOD MULCH AT A 3" DEPTH TO ALL TREES, SHRUB, PERENNIAL, AND GROUNDCOVER AREAS. TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING WITH 3" DEPTH SHREDDED HARDWOOD MULCH. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS. A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 10.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 11.PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 12.THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. 13.THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED. ALL PLANT MATERIALS REQUIRED BY THIS SECTION SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES.