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Home My WebLink About13070002 Landscaping Plan C200� � r N � � � � o 3 N � � � m T N � �t � � � r � � � o 3 n- � � X •> I � N � � o � n o ¢ a� T 3 m � a � i � � � � o � � r Q, 3 i�i v a Q X � C� � N rn � Q � r � � Q -° U � � I � Q �° Z � � U I � � '> U I / r � a� � c� - � �- ? U � � � � � 0 0 � o � J � M � � a Q o, '-' c a' � •�n � � o 3 M � �I ,n U � o � � � o � �, �? 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ELEVATION = 868.22' EROSION LEGEND INLET PROTECTION CONSTRUCTION LIMITS I ■� � � � � � PROPOSED �-�49-� 53.0 OR �53.00 752.50 M.E.G. ALL AR EAS THAT AR E LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. LANDSCAPE LEGEND PROPOSED SHRUB PROPOSED GRAVEL MULCH (#8 WASHED STONE) PROPOSED HARDWOOD MULCH PROPOSED SOD EXISTING CANOPY/ORNAMENTAL TREE EXISTING EVERGREEN TREE LANDSCAPE PLANT LIST � � 0 � � � 'i� KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE CONDITION REMARKS SHRUBS TO 8 Taxus Fastigiata Irish Yew 5'-6� ht. B&B PLANT 4� O.C. VR 4 Viburnum rhytidophyllum Leatherleaf Viburnum 30° ht. B&B PUWT 5' O.C. NOTE: AUTOMATIC IRRIGATION IS NOT REQUIRED. GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEEfS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. EROSION NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF UMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE ARFA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTRO�, AND FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL FROM THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (IDEM). 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY BOONE COUNTY. 6. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLET. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND ADDITIONAL SOILS INFORMATION) 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. APPLY TOPSOIL BACK ON COMMON AREAS AND OTHER AREAS WHERE POSSIBLE. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND �IME INTO THE SOIL 2- 4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE. MAINTENANCE SCHEDULE AND REQUIREMENTS: 1. CONTRACTOR SHALL NOTIFY THE ENGINEER/PROJECT MANAGER OF THE INDIVIDUAL WHO IS RESPONSIBLE FOR THE ROUTINE DAILY INSPECTION/MAINTENANCE CHECKS OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE CONTRACTOR ON A DAILY BASIS DURING THE PERIOD OF CONSTRUCTION ACTIVITY, AND AFTER EACH STORM EVENT. 2. AT THE COMPLETION OF CONSTRUCTION AND THE AREA STABILIZED, THE CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURES NO LONGER NEEDED IN A MANNER THAT MINIMIZES SITE DISTURBANCE, AND SEED IMMEDIATELY OR COORDINATE THE TRANSFER OF MAINTENANCE RESPONSIBILITIES, AS REQUIRED, WITH THE OWNER. LANDSCAPE NOTES 1. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60.1, CURRENT EDITION. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CARMEL LANDSCAPE ORDINANCE. 3. ALL PLANTED AREAS AND LANDSCAPE ISLANDS SHALL RECEIVE A 3" LAYER OF SHREDDED HARDWOOD MULCH (EXCEPT RECYCLED TIRE RUBBER MULCH WHERE NOTED) OVER A 4.1 OZ., WOVEN POLYPROPYLENE, NEEDLE-PUNCHED FABRIC, WEED BARRIER. 4. THE SIZES OF PLANT MATERIAL SHOWN IN THE PLANT CHART ARE THE MINIMUM REQUIRED AT THE TIME OF PLANTING. CONTRACTOR TO PROVIDE INFORMATION AT TIME OF BIDDING IF ALTERNATE MATERIALS ARE SUGGESTED. 5. ALL LANDSCAPE MATERIAL INSTALLED SHALL BE MAINTAINED BY THE LANDSCAPE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER. 6. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS (INCLUDING RIGHT-OF-WAYS) SHALL RECEIVE EIGHT INCHES OF TOPSOIL, SOD, AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABUSHED. nr�uvr w��a� a u��vrr. Call before you dig. � � NORTH 0 20 40 60 GRAPHIC SCALE IN FEET y �� N 1�� u- .: . t � i� }, E 600 E. 96th Street, Suite 100 Indianapolis, IN 46240 317.808.6000 • 317.808.6797 (fic) Consultant WOOLPERT 7635 INTERACTIVE WAY \�/ SUITE 100 INDIANAPOLIS, IN 46278 ry O O L P E R T 317.299.7500 V J � Z W � W � � � i.i � C� Z 0 J � W M . V � � m C� Z V J � O L.� U Z 0 � J - � � � �� w � � Q 0 � (..�..� G � � � z O N � N � � z Q 0 z w � � U z Q � � �..�..� � Q U � 0 Z Q J � Z O � � � �.�..� � Z 0 �Q/ I..L- V ISSUANCES I # Description DRAWING INFORMATION Scale: 1"=20' Date: 07/09/13 Checked By: BJH Drawn By: PJD Duke Realty Job #: A/E Job #: DRAWING / SHEET TITLE GRADING, EROSION & LANDSCAPE PLAN Date I I SHEET NUMBER I