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HomeMy WebLinkAboutC1.0 - Existing Conditions and Demolition PlanCb<� ADJOINERS EXISTING \ I / BUILDING \ CA C&C REALTY COMPANY LLC. _ _ ---WESTERLY ERLY R/W LINE-0 5`I' \ \ I ADJOINERS ASPHALT A; ADJOINERS EXISTING p�KING LOT JO S p T E ILD NE DENOTES DIS RB€L� A US HIGHWAY � P-E�\ J \ BUILDING ;. MICHIGAN ROAD REALTY PARTNERS LLC ADJOINERS - -886- PARKING -eBNSTRUCTION LIMITS - 0. 9 +� ACKS�IN�,2-9 O \ M _ _ - _ S -� 7> 29'> W - -884 -884 4 - -885- = 884- _ _ = 4- - 5 - -sa5 --� 885- - E -. -885- '.:. 884- � �� j.'''•3'-:.:: / -883- 881- - \� / MAX.100-YEAR 06U I I �I ( ELEV. = 883.53 I I I \ I I I I (1.5" ORIFICE) I I \ I / TREE I I II I I MAX. 100-YEAR I N I l PRESERVATION I I ELEV. = 882.22 �I II \ � � I III I I I (6 ORIFICE) \ � AREA / I ICI III I I I \ \ / OD N I 0000 I11 I� � III (12 l E///ISTING I � I I I TOP -OF -BANK � I I I I ELEV. = 88 I I EXISTING DRY I I Ij \ = III II I I DETENTION \ I I III IIIII II POND BOTTOM ELEV. = 880.0 1.0% MIN. TRANSVERSE SLOPE I I I I I I I I III I I I / I I 1 � 1 I8 \ 882 =883- I -884- i I / _884 = _,\\ (10) -883- I Cp I 00 � �I XISTING CONCRETE EMERGENCY CO OVERFLOW WEIR (ELEV. = 883.54) I I I 00 I I OVERTOPPING ELEV. = 883.99 � O, II 4 I I I TREE PRESERVATION -AAREA I I 4.00 ACRES ± I I I i In \ \ •~j. �'+�•: / / / � \ \ \ NORTH \ \ 30 0 15 30 IN FEET ) 1 inch = 30 ft. \clo O\ I O \ \ \ \ Y. \ \ \ \ r \ Z\ \0\\ O\ 3.556 ACf (NET ACREAGE WEST OF WESTEFR) I R/W LINE U.S. HIGHWAY 421) -882 - i \ 54 -884- -884 r� DE OLITION NOTES 1. OWNER ASSUMES NO ESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. 2. ITEMS INDICATED TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY B I \ REMOVED AS WORK PROGRESSES. \ \ 1 3. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE_ERMITTED. 1 \ \ \ \ 1 \ \ I 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS NEEDED TO PROTECT OWNER'S PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO THE DEMOLITION AREA. FLOOD NOTE 5. REPAIR ALL INCIDENTAL DAMAGE TO ADJACENT FACILITIES CAUSED BY GENERAL DEMOLITION AT NO ADDITIONAL COST TO OWNER. 6. CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 7. DO NOT CLOSE, BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION AND/OR REQUIRED PERMITS FROM LOCAL JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING JURISDICTION. 8. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT THIS LOT LIES ENTIRELY IN FLOOD HAZARD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAP FIRM FOR HAMILTON COUNTY, INDIANA, COMMUNITY NAME CITY OF CARMEL, COMMUNITY NUMBER 180081, MAP NUMBER 18057CO225 G, PANEL NUMBER 0209 G, DATED NOVEMBER 19, 2014. REFERENCE NFIP FIRM MAP #: 18057CO225 G EFFECTIVE DATE: NOVEMBER 19, 2014 WHEN AUTHORIZED IN WRITING FROM UTILITY COMPANY. UTILITY LOCATE NOTE 9. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST, DIRT, AND DEBRIS TO LOWEST PRACTICAL LEVELS. COMPLY WITH GOVERNING INDIANA 811 FAILED TO LOCATE ALL EXISTING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. UTILITIES ON AND/OR SURROUNDING THE SUBJECT 10. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO AS NECESSARY TO COMPLETE DEMOLITION SHOWN ON DRAWINGS. LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES BEFORE COMMENCING WITH CONSTRUCTION. CIVIL 11. DEMOLISH CONCRETE, ASPHALT, AND MASONRY IN SMALL SECTIONS. CUT CONCRETE SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE AND MASONRY AT JUNCTURES WHERE DEMOLITION ENDS AND NEW CONSTRUCTION / IF THE PROPOSED IMPROVEMENTS INTERFERE WITH IMPROVEMENTS BEGIN USING A MASONRY SAW. DO NOT USE POWER DRIVEN IMPACT TOOLS. ANY EXISTING UTILITY INFORMATION NOT SHOWN ON THESE PLANS. 12. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION WORK. PROVIDE FILL CONSISTING OF APPROVED EARTH, GRAVEL OR SAND, FREE OF TRASH AND DEBRIS, STONES OVER 6" DIAMETER, ROOTS , TOPSOIL, AND OTHER ORGANIC MATTER. TOPOGRAPHIC & BOUNDARY NOTE 13. REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS FROM SITE. 14. IF HAZARDOUS MATERIALS ARE ENCOUNTERD DURING DEMOLTION OPERATIONS, COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS, AND ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. 15. BURNING OF MATERIALS IS NOT PERMITTED ON PROJECT SITE. 16. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTION BARRICADES AND LEAVE SITE FREE OF DEBRIS. 17. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN FACILITIES AND SURFACES TO REMAIN TO THEIR EXISTING CONDITION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED. 18. INVESTIGATE BUILDING FOUNDATION FOR BASEMENT, CRAWL SPACE, AND OTHER BELOW GRADE AREAS. CONTRACTOR RESPONSIBLE TO FILL ALL BELOW GRADE AREAS WITH SUITABLE FILL MATERIAL TO 95l STANDARD PROCTOR DENSITY (A(zTM D-1557) ° EXISTING PORKOPOLIS I 3,317 S.F. (4) I dO1S ® (9) ® � f _ J•y �yj: �h •.4' M1 i' • s •o V .5 �•L+r i• I s: I W= (5) A8H1 19AII I I I N 86 °37'883STORAGELLC - - - MICHIGAN UTILITY VALVE NOTE ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA. Know whatt below. 011 before you dig. ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER SURVEY DATA PROVIDED BY MILLER SURVEYING, INC.; THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. PAVEMENT NOTE LEGEND: PROPERTY BOUNDARY - - RIGHT-OF-WAY LIMITS OF DISTURBANCE PROPOSED DEMOLITION ITEM DEMOLITION NOTES: O DEMOLISH 8c REMOVE EXISTING CURB (SAWCUT WHERE NECESSARY) O DEMOLISH 8c REMOVE EXISTING SIDEWALK (SAWCUT WHERE NECESSARY) t�3 REMOVE EXISTING STORM SEWER ® RELOCATE EXISTING STORM SEWER STRUCTURE O RELOCATE EXISTING PRIMARY ELECTRIC SERVICE (COORDINATE WITH DUKE ENERGY) © RELOCATE EXISTING GAS SERVICE (COORDINATE WITH VECTREN) O DEMOLISH &REMOVE EXISTING ASPHALT PAVEMENT (SAWCUT WHERE NECESSARY) CONTRACTOR NOTE NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY EXISTING ON -SITE PAVEMENT REMOVED SHALL BE SAWCUT, FULL DEPTH AND ALL JOINTS BETWEEN EXISTING AND NEW PAVEMENT TO BE FILLED WITH HOT RESTORED TO MATCH THE EXISTING PAVEMENT CROSS SECTION WITH THE POURED RUBBER JOINT SEALER PRODUCT. HOT POURED RUBBER JOINT SEALER FOLLOWING CROSS SECTION AS A MINIMUM: SHALL BE ONE OF THE FOLLOWING (OR APPROVED EQUAL): 1-INCHES BITUMINOUS WEARING COURSE -TYPE B 9.5mm 0 ROADSAVER 221; CRAFCO INC. 3-INCHES BITUMINOUS LEVELING/BINDER COURSE -TYPE B 12.5 mm • PRODUCT #9905 or #9030; KOCH MATERIAL COMPANY 8-INCHES #53 COMPACTED AGGREGATE BASE 0 SEALTIGHT HI -SPEC; W.R. MEADOWS, INC. OWNER: HEARTLAND OIL MICHIGAN ROAD, LLC 3802 WEST 96th STREET, SUITE 110 INDIANAPOLIS, IN 46240 ATTN: GAVIN HART (317) 559-4371 ENGINEER: CIVIL SITE GROUP, INC. 160 WEST CARMEL DRIVE SUITE 240 CARMEL, INDIANA 46032 (317) 810-1677 SURVEYOR: MILLER SURVEYING, INC. 948 CONNER STREET NOBLESVILLE, INDIANA 46060 (317) 773-2644 ARCHITECT.. LAMSON & CONDON ARCHITECTS ATTN: JIM BURRIS 8555 CEDAR PLACE DRIVE, SUITE 110 INDIANAPOLIS, IN 46240 (317) 559-4371 LAND DESCRIPTION MODERNIZED DESCRIPTION OF REAL ESTATE: PART OF THE SOUTH HALF OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA DESCRIBED AS FOLLOWS: COMMENCING AT A P. K. NAIL AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 88 DEGREES 57 MINUTES 24 SECONDS EAST (ASSUMED BEARING) 674.55 FEET TO THE POINT OF INTERSECTION OF THE SOUTH LINE OF SAID SOUTHEAST QUARTER AND THE CENTERLINE OF MICHIGAN ROAD (US 421, FORMERLY STATE ROAD 29) AT A POINT ON A CURVE TO THE LEFT, SAID POINT BEING NORTH 69 DEGREES 34 MINUTES 05 SECONDS EAST 121,951.22 FEET FROM THE RADIUS POINT OF SAID CURVE; THENCE NORTHWESTERLY ON SAID CENTERLINE AND CURVE AN ARC DISTANCE OF 669.01 FEET TO THE NORTHEAST CORNER OF NORTH AMERICAN PARK SUBDIVISION; THENCE NORTHWESTERLY ON SAID CENTERLINE AND CURVE AN ARC DISTANCE OF 200.01 FEET TO THE NORTHEAST CORNER OF A 1.40 ACRE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT #9210565 AND THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE SOUTH 86 DEGREES 37 MINUTES 29 SECONDS WEST PARALLEL WITH THE NORTH LINE OF SAID NORTH AMERICAN PARK SUBDIVISION, 609.52 FEET TO A 5/8" IRON ROD WITH YELLOW CAP STAMPED S0083 ON THE EAST RIGHT-OF-WAY LINE OF THE FORMER T. H. I. & E TRACTION COMPANY; THENCE NORTH 20 DEGREES 31 MINUTES 51 SECONDS WEST ON SAID EAST RIGHT-OF-WAY 299.39 FEET TO A 5/8" IRON ROD WITH YELLOW CAP STAMPED S0083 ON THE NORTH LINE OF THE TRACT OF REAL ESTATE DESCRIBED IN INSTRUMENT No. 200000000117; THENCE ON SAID NORTH LINE NORTH 86 DEGREES 37 MINUTES 29 SECONDS EAST 607.44 TO THE CENTERLINE OF SAID MICHIGAN ROAD BEING A NON -TANGENT CURVE WITH A RADIUS OF 121,951.22 FEET OF A CENTRAL ANGLE OF 0 DEGREES 08 MINUTES 27 SECONDS; THENCE ON THE ARC OF SAID CURVE 300.00 FEET WITH A CHORD BEARING SOUTH 20 DEGREES 54 MINUTES 39 SECONDS EAST 300.00 FEET TO THE POINT OF BEGINNING, CONTAINING 4.00 ACRES, MORE OR LESS. PARCEL 1 , TITLE COMMITMENT SCHEDULE A INST# 200000000117 (NORTH TRACT) PARCEL 2 , TITLE COMMITMENT SCHEDULE A INST# 200000000116 (SOUTH TRACT) Z � a �r-I 0 �+ OIt C� o�N r W COD 4-3 �' C) V Z� LN 1^ i I OL f`r) X U) � L� O 41 Cd O > N � - I c� W E O v 00 00 r '11 1 1 L G E P' 00 S • V 0 0 G 0 0 ° • S T � E R ° No ; s PE10403858 e = STATE OF DATE: 01 /07/2020 o � • 1--1 1-I rI c O �Qo C8 Q�• rI C O t011 U) N V 'rI O r_1 00 f F� o v $D_4 0 1� r vl �--I 1--1 o PROJECT NUMBER HHR.002 DRAWING NUMBER Cl 00 SHEET 2 OF 12 DWN BY: KPB CHKD. BY: EAG SCALE: 1 to = 30' DATE. 12 11 19