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Home My WebLink About13070002 90% Set Drainage, Erosion, and Landscape Plan� 3 v Y J m � N � � � � 3 v X � � N � � � � 3 � a I N d- � � i�i i X C� � � � � 0 � 0 J � arn. � � � � O � 3 � I � T N N � L c� � � � o O N � � T � N O O � � O � N C � U � � � O o�� o � oz m �� . _ a a� 1- > 0 � � � � � O +� a T � � � J � L v v d=- � � � � � >, � � a� +� +� 0 i � � 0 � a � a� � � 0 �. � � 3 � Q � C� N �' r7 r / � U / � -� 0 U / .� U / � a� c .Q U � � 0 � c .� � 0 � v C 0 � .� 0 _ N d' M � / � � � 0 � � � � a� U / C.� / ;' I • \ . / ( \ � Z Y Q � � � a _ Q i i I I � I I GLAS & MASO RY BUILDI G � �� I F/F=867.52' 867.4 � I I F/F=867.M2E.G. � M.E.G. � I o I M.E.G. � ENV� STNFLOOR 67.30 I - ONCRETE - �----- --- �3 � .. .. , _ -,-x 86j , . ;,, � * - , i CONC.WALK SG .B ' . , �_ _ � I � � � s-- -_- - _.._, .Q a � 0. � 4 � 86� � M.E.G.+0.5 r- � I I I M.E.G. �.�; '�.; � h '86�'� � .� s�.o� �pEPR IL _ _ / � _ _ . , .... 866.. ASPHALT I � I � � I \ \ CURB INLET TC ; 1 " NV: 862.43 5�� ^ I � _- - �"g � /. _ _ g66 ._ . �� I I r , �, G�ASS � , � , �t� � I 0� , � � � � I I J I, t � 8; 2 I Q I a i � t i....., �; I ol a � '" � I � I � � / � `Pm i ' 867.1 � �� ' .. � � � � � � ��' � � _, �' � ra I �� , � I � � ~- 8s,-_ - � � / ^ � � � � � �� 867.0 � � I � � � � �. I "'m� P�� / '� v cn° � I I �a c,�- / �� T y I � / � � � ` ��, � � � , � ,� /� , � �`� � ` M.E.G.+O. / � M.E.G. � �,�.. �- - - �--- GRADING PLAN � � � 866.5 / :' / � � � i l � 1 � , _, /Q^ M / � V/ �.� � � ' � � � � � � � r� � ' � � � � ' f , . � - � g6� , �P�S � `b � ' ' ! , `' { � � ; BENCHMARK�� ' / �� ,� r ,_ � �� EROSION & LANDSCAPE PLAN GRADING LEGEND EXISTING _ ___�4g_ . _. - '� 0 ---- SD ---- � � CONTOUR LINE SPOT ELEVATION MATCH EXISTING GRADE STORM CURB INLET STORM SEWER SPRINKLER CONTROL VALVE TREE TEMPORARY BENCHMARK: THE BASIS OF ELEVATIONS HEREON IS NAVD 88. HUB WITH TACK SET - SEE DRAWING FOR LOCATION. ELEVATION = 868.22' EROSION LEGEND INLEf PROTECTION ❑ CONSTRUCTION LIMITS � � � � � PROPOSED �-�49-� 53. OR �53.00 752.50 M.E.G. ALL AR EAS THAT AR E LEF-T 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/ORNAMENTAI TREE EXISTING EVERGREEN TREE LANDSCAPE PLANT LIST g, o. .�� / � NOTE: AUTOMATIC IRRIGATION IS NOT REQUIRED. GRADING NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFfER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS 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 ANO 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 UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FlNISH GRADE AT 1/2" B E L O W P A V E M E N T S W H E N S H E E T D R A I N A G E I S P R O P O S E D A C R O S S THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPUERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLEfED. 8. T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLEf. 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 CLF�4RED OF ACCUMUTATED SEDIMENT. BULK CLEARING OF UMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF UKELY 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 CONTROL, AND FOLLOWING THE PIANS 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 MFASURES 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 INLEf. T.C. SHALL INDICATE TOP OF CURB WHEN STRUCTURE IS A CURB INLEf. SEEDBED PREPARATION FOR PERMANENT SEEDING: 1. TEST SOIL TO DEfERMINE pH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE DCTENSION 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 LJME 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 STABILJZED, 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 RECENE A 3" LAYER OF SHREDDED HARDWOOD MULCH (DCCEPT 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 ESTABLISHED. C111 before you dig. � � NORl H 0 20 40 60 GRAPHIC SCALE IN FEET � � � �, g ,�,. . �.; � 600 E. 96th Street, Suite 100 Indianapolis, IN 46240 317.808.6000 • 317.808.6797 (fic) Consultant WOOLPERT 7635 tNTERACTIVE WAY �� SUITE 100 INDIANAPOLIS, IN 46278 w O O L P E I 317.299.7500 M V J ■ � � z � ~ W m w � � N W � � (,°fl � z Q �- � Q O Cn p Z � � � o a- O � z � � = J - U � w � z p � Z z O o U � � 00 � J N � � � � � W Q � ISSUANCES # Description DRAWING INFORMATION Scale: 1 "=20' Date: 061XX/13 Checked By: BJH Drawn By: PJD Duke Realty Job #: A/E Job #: DRAWING / SHEET TITLE GRADING, EROSION & LANDSCAPE PLAN SHEET NUMBER