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Home My WebLink About13070002 90% Set Demolition Plan� � � N N � 0 N �, � � � � O � � >, � � 3 n' � Y � J � m � � a N ��, r� m � � rn � 3 0 � � x I o, N � � � � � � � � N 3 � � � a j I U N / � � � o � U iii � i '>_ X U / _ u� a� � � - � a ? U � � � o � 0 0 � a � � / M a Q a, '_' � 0 0 �' � ..� 3 •- O � � � � o � -� a�'i o � � N � � �_ � � N oo�� o .� , �� r- U � / � �� a� o E�°° c o >. / azm� �� ._ � � .- a� � �Nw �o�o oT�/ �� i � � � � � � I � Z Y � I J I Q a a 3 � I�I J Z a o = I U a I � a � � I CONC.WALK �� I I �� _ i' I I 8� I' � �h � es� \ _ JpEPR IL _ _ / _....... 866. L� z � � Q � F-- � Q z a C�� Q / � / \ � I \ � — I — GLAS & MASO RY BUILDI G � � � � I OVERHANG OPEN � 1ST FLOOR __ CONCRETE ..... ............................. . .. . ...... . .. ......:::: _ .. ,.. ..........:: .. . .. ............ . ........ . . . — — — , �..— _,�'��i � � Q � U z O C� �� A � � ! � � i ' ASPHALT PARKING � �� 1 , , ; i � �� i � I 1 � � ASPHALT � � I I I � I � II CURB INLET TC: 865.64 'I r \ ` f� � 12" RCP INV: 862.43 �, � � � � �,II — — � r ro I "rn /" B6g I I I9 ' G�ASS P� t ' I��°`' ; �ii � � �,.. �I � IQI a I � � _�,; ^ lol ` N � '�� I � � � . ��:i � � I I �� /' � � � � --� � 9 � CONC.WALK I l � I I / � � � -� I � � � ,�, ; es — I , � � � � � � � � � � �'�� c,�=�, � � � ► / � ; � � � i { � ; � � d�� ' � / /� i � � �� I A � I � � f , � � � �._,� � � I � � f � �,� `�, � i o �: � `: M � � ', ; � � � �� ' � �, �, / N � c° tO � ,, � � . � � °� ` �—_--- se �� m � � � � _ ' � � � � P � �� ` � � � , BENCHMARK—� ��' r � — , —� �'.. / � <� � ,r � � DEMOLITION PLAN SCALE: 1 "=20' � � � � � ' — — — — — — • — �� iGLASI & MASOI RY BUI�DI G • I I � TF�IAhF�_31N'� <c,J'� I i• � � � � • I F/�=867 52' i . � . ( �/�=867.52' I T 31N° I I I — � ' � ( � — — O I— — — — — — — _ � • • • • . . . . . . . . _ _ � ( r �-t� CONC.WALK �l� ---------- -----��_� T.— � — - - � � I r1 h � \ l � _ � IDEPR � I � � Rnc�w wnai� u��vrv. Ca11 before yau dig. ASPHALT / �� i � I � � �� I i SITE PLAN sc�: � ~=i o' � � NORTH 0 20 40 60 GRAPHIC SCALE IN FEEf � I _ — — � � � �� i i� I I, � I, I I i il � �� ' �Q, �� I z �I � � � � ��I I I. � I — — J �I CONC.WALK � ------�' �I ' 0 ��I �P � C� � - � DEMOLITION LEGEND SYMBOL DESCRIPTION � O SAWCUT AND REMOVE CONCRETE CURB AND GUTTER � O SAWCUT AND REMOVE EXISTING PAVEMENT. 1� WIDE SAWCUT B ADJACENT TO EXISTING PAVEMENT � O SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT BEYOND REMOVAL LIMITS OREMOVE EXISTING SHRUBS ° CURB INLET �� SPRINKLER CONTROL VALVE • SET SOLID IRON PIN\REBAR � DECIDUOUS TREE � EVERGREEN TREE SHRUB � BENCHMARK — — — — — SD — STORM SEWER TEMPORARY BENCHMARK: THE BASIS OF ELEVATIONS HEREON IS NAVD 88. HUB WITH TACK SET – SEE DRAWING FOR LOCATION. ELEVATION = 868.22' �- � Q _ � � Q i __/ / � A // � / / / / / / i / / / i � _ _.__ _ _ _-� � — — — — — — - — / I � � I — ----_ — — — �� P BENCHMARK ,��„ / \ NORTH 0 10 20 30 GRAPHIC SCALE IN FEET SITE LEGEND SYMBOL DESCRIPTION �A 6" STRAIGHT CURB OB CONCRETE SIDEWALK CUMMINS MODEL DFEH, 400 kW, C209 TANK, 1700 GAL. OCAPACITY, F202-2 LEVEL 2 SOUND ATTENUATED ENCLOSURE (SEE GENERATOR ENCLOSURE PLANS) O SCHNEIDER ELECTRIC CONDENSER SKU#ACCD75204 (SEE GENERATOR ENCLOSURE PLANS) OE 6" CONCRETE PAD OGENERATOR PAD OG MASONRY BLOCK WALL (SEE GENERATOR ENCLOSURE PLANS) OH EXPANSION JOINT OI EXPANSION JOINT AT BUILDING OSIDEWALK RAMP OLANDSCAPE AREA � PROPOSED CONCRETE DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTIUTIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN FIELD LOCATIONS OF IXISTING UNDERGROUND UTILITIES, CALL INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACIUTIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT WHEN PERMITTED BY OTHERS. 3. DEMOLISH AND COMPLEfELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT–OFF OF SERVICES, IF LINES ARE ACTIVE. 4. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILIN OF THE GENERAL CONTRACTOR. 5. THE REMOVAL AND DEMOLITION OF EXISTING FACILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. 6. EXISTING PAVEMENT AND CONCREfE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER UNLESS OTHERWISE NOTED. 7. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE AND SUBGRADE MATERIALS. SAWCUT ALL EXISTING PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON–ORGANIC OR TOXIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 9. THE USE OF EXPLOSIVES IS PROHIBITED. 10. ALL EXCAVATION FOR UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES. 11. ROAD, ROAD SHOULDERS, ROAD PAVEMENT, PARKING PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, DITCHES, DRAINAGE PIPES AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, STREET AND PUBLIC SIGNS, ADVERTISEMENT SIGNS, ETC., DAMAGED DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED, REPLACED, OR PROTECTED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES TO EXISTING IMPROVEMENTS, EXCAVATION, AND/OR REMOVAL OF ANY AND ALL EXISTING IMPROVEMENTS SHALL BE KEPT TO A MINIMUM AND RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION. 12. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT, EMBANKMENT, OR BUILDING AREAS REQUIRING REMOVAL SHALL BE REMOVED AND BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. 13. ALL WE�LS ENCOUNTERED ON THE SITE ARE TO BE ABANDONED PER INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND LOCAL AGENCY REQUIREMENTS. SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. –ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. –ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. –ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5� UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. 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 AFfER CONSTRUCTION WORK IS COMPLEfED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERN LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PIAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CIN OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREEfS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER MEftiODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. � 600 E. 96th Street, Suite 100 Indianapolis, IN 46240 317.808.6000 • 317.808.6797 ( Consultant WOOLPERT 7635 INTERACTIVE WAY SUITE 100 INDIANAPOLIS, IN 46278 317.299.7500 � w�� L M V J ■ � � z � � W m �.1., � � o W � � c� � z Q � _ Q O Cn o z � � � o � � � z � � Z � — U � w � z p � Z z O o U � � � � J N � � � � � W Q � ISSUANCES # Description DRAWING INFORMATION Scale: AS NOTED Date: 06/XX/13 Checked By: BJH Drawn By: PJD Duke Realty Job #: A/E Job #: DRAWING / SHEET TITLE DEMOLITION & SITE PLAN SHEET NUMBER ��