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Home My WebLink About010-84 S College Hills Site Plan.1r 17.1 1" ROUND WATER SERVICE S-2 �j H MILTON _ COUNTY 7`1COUNTY A2 it IE - VICINITY MAP 1":1000' NEW GAS SERVICE 17.15 VENT LINES FOR THE UNDERGROUND TANKS ARE TO BE / 1 RETAINED AND RELOCATED. ALL CONTRACTORS ARE TO 2.2 TAKE ALL NECESSARY MEASURES TO PROTECT THE 1 7.2 7 EXISTING VENT LINES. THE DEMOLITION CONTRACTOR WILL ADEQUA4ELY MARK AND SRAL THE EXISTING VENT PIPES rOR TI IR 1tEU> E. "PIA(2.1 �... ,•.,, 41 - 1 1/4" CONDUIT BETWEEN CT'S 7.3 5 ` 3.25 �; AND METER CABINET BY i N E w �� ELECTRICAL ODNTRACTOR. 2.12 VILLAGE C' `Y PANTRY NEW ELECTRICAL SERVICE 2.2 3 CONNECT ION FRAME FURNISHED FIN.FL. F L . 8 2 1 .0 AND INSTALLED BY ELECTRICAL C9CONTRACTOR.CTS -2411#80.FT. 17.3 BY INDIANAPOLIS' POWER NiSHED F I,E LACONG•10 MA N Gt. 14'-40 LIGHT, INSTALLED BY E'AJ`'T. PAD. 3.2 1 ELECTRICAL CONTRACTOR. 4 2.8 _ CO PAD TO RE A.:::. 2.2 tO M�� t�Pri)�l r.I�tic�ll`7N�t7 �Y ! a 17 2.32 ELe'6. cvHT,5 r� j NEW POWER BbLE TO BE , 1 9 �- II FURNISHED AND INSTALLED BY �T 1 EWh�Np ----- IN ANA LI POWER i LIGHT ANY k� s 2.9 17.2 161-0' 24'-011 12'-0�r s it � T - - ° I - 000 GE4 L i.41� l�OL01IJL>< LA PAD FOR TANKS 'PO v'Y To DE F -EMO t7 Q I`y(I� I G �ANIG Q i FUTt.lM FUM�C CD -A-- 1 7.19 2.2 1 7 3 1 vt 10 �uILPI�G i PAVEMENT 4 WEARING SURFACE cv 2w HOT ASPHALT EMULSION .o WITH #8 CRUSHED STONE = OR r -RAVEL. 6' COMPACTED #53 STONE OR C:RAVEL DETAIL 1 DETAIL 2 E M ILL i B 7 I.1 WFAK ,,_ a of O UB o O f ;u 0° = IDi1 A6f(aK O$o'l Q° _ nL o GQ� � r o Q) SCG U SOLID BLOC CAP BOND BEAM PAINTED 8" COLOR TO M BUILDING (BLOCK TO SCORED) 2-t5 BARS E (2'-0" ABO% FILL CORES 2-t5"S CONT: DETAIL 3 DETAIL 4 SIGN POLE (BY OTHERS) T - 0 I s FINISH GRADE i SIGN BASE 10" 0 FURN SHED BY OTHERS INSTALLED BY SITE CONTACTOR I I I � LEGAL DESCRIPTION ld �ewE� �ot6 Part d Lot Twenty-five (25) and Part of Lot Twenty-six (26) in College Hills, an addition in Hamilton County, Indiana, �j f BE r\ as pet plat thereof recorded in Deed Record 119, pages 30- 31 inthe Office of the Recorder of Hapilton County, Indiana, O L C more Particularly described as follows The South 150 feet VP -1.0 ��• �irC �45� of Lot Number Twenty-five (25) and the South 150 feet of the. SPECIFICATIONS ARE AN West S7 feet part of Lot Number Twenty-six (26), in College INSTRUMENT OF SERVICE AND ARE HilleAddition, Section 12; Township 17, Range 3, being a square THE SOLE PROPERTY OF THE - plot laving afrontage of 150 feet on College Avenue and 150 • �� N.o�� sE� feet rontage on 96th Street, and known as the Northeast corner DUPLICATION OF THESE SITEPLANof 96b Street and College Avenue. B!/QiEq %G�C.EioNon/E w Togethr with a strip of ground lying immediately West of and ,BO-� , 1 :3 0 adjacnt to said South 150 feet of Lot Number Twenty-five (25). ❑ O-p-�/E-(/P �ro✓a BQpr,i My Said trip of ground extending from West line of said portion -7 - CLai- 4 CSO Hf'15 O of lotto the West line of the Southwest quarter of Section VP -1.1 IOV, DrtONZ� 12. Twnship 17 North, Range 3 East, said strip of ground constituting zori '90'a parlbf College Avenue, as laid out and dedicated in said APPLICABLE LAWS, CODES AND C plat If College Hills, and said strip of ground also constituting ORDINANCES. a partof the former traction right of way. • I - CLrv� - 4� HP5 VP -1.2 IZ0 V, BRON ZE Q% Q CONDITIONS PRIOR TO THE START O - I i PAVEMENT 4 WEARING SURFACE cv 2w HOT ASPHALT EMULSION .o WITH #8 CRUSHED STONE = OR r -RAVEL. 6' COMPACTED #53 STONE OR C:RAVEL DETAIL 1 DETAIL 2 E M ILL i B 7 I.1 WFAK ,,_ a of O UB o O f ;u 0° = IDi1 A6f(aK O$o'l Q° _ nL o GQ� � r o Q) SCG U SOLID BLOC CAP BOND BEAM PAINTED 8" COLOR TO M BUILDING (BLOCK TO SCORED) 2-t5 BARS E (2'-0" ABO% FILL CORES 2-t5"S CONT: DETAIL 3 DETAIL 4 SIGN POLE (BY OTHERS) T - 0 I s FINISH GRADE i SIGN BASE 10" 0 FURN SHED BY OTHERS INSTALLED BY SITE CONTACTOR 3500 PSI _ f CONC.--- DETAIL 5. I � � I� 3500 PSI _ f CONC.--- DETAIL 5. P 1 PRECAST :ONCRETE SPLASH BLOCK. TYPICAL AT EACH DOWNSPOUT. JP -2.2 SHADED AREA INDICATES EXTENT OF NEW PAVING. SEE DETAIL 1. 11P-2.4 PRECAST CONCRETE PARKING BARRIERS, 7'-0" LONG ANCHORED TO PAVING WITH RE -BAR (TYPICAL WHERE INDICATED). VP -2.6 CONCRETE HEADER CURB. SEE DETAIL 2. VP -2.8 NEW CONCRETE SIDEWALK. VP -2.9 ALL PAVING WITHIN THE RIGHT-OF-WAY SHALL MATCH THAT OF THE EXISTING STREET. 7grg WAIL'j. VP -2.12 PAVING CONTRACTOR'S BASE BID TO INCLUDE THE COST FOR STRIPING THE PARKING SPACES AS INDICATED, EITHER ON NEW OR EXISTING ASPHALT WEARING SURFACE. VP -2.17 NEW SIGN BASE BY SITE PREPARATION CONTRACTOR. SEE DETAIL GJ. VP -2.18 GRADE AND SOD. SEE SPECS. VP -2.23 EXISTING PAVED AREAS TO BE CAPPED WITH APPROXIMATELY 2" OF NEW ASPHALTIC WEARING SURFACE. VP -2.32 6' MASONRY WALL (8" BLOCK) WITH (2)-5' x 6' WOOD GATES ON 10' x 13' x 4" CONCRETE PAD. SEE DETAIL 4. VP -3.25 WHEEL CHAIR RAMP. SEE SPECS FOR DETAIL. VP -3.27 CONCRETE STOOP. VP -17.3 REMOVE EXISTING ONE STORY CONC. BLOCK BUILDING AND ALL RELATED APPURTANCES IN THEIR ENTIRETY. VP -17.4 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES AND TAKE ALL NECESSARY MEASURES TO PROTECT UTILITY LINES TO BE RE -USED. VP -17.5 REMOVE ALL EXISTING STRUCTURES, WALKS, FENCES, AND RELATED APPURTANCES IN THEIR ENTIRETY. CONTACT ARCHITECT IMMEDIATELY FOR EXISTING ITEMS IN QUESTION. VP -17.15 REMOVE EXISTING ASPHALT, INCLUDING BASE PROVIDE NEW TOP SOIL AS REQUIRED TO ACHIEVE NEW GRADE ELEVATION. VP -17.19 REMOVE EXISTING CONC. LIGHT POLE BASE. VP -17.27 REMOVE EXISTING ASPHALT AS REQUIRED TO ACCOMODATE NEW CONSTRUCTION. VP -17.28 EXISTING CANOPY TO REMAIN. J' CONTRACTOR TO TAKE ALL NECESSARY MEASURES TO PROTECT CANOPY STRUCTURE DURING DEMOLITION AND CONSTRUCTION. VP -17.31 REMOVE EXISTING TREES AND SHRUBS AS REQUIRED. VP -17.35 REMOVE EXISTING LIGHT POLE AND BASE. SCANNED Date 725 � 24.4 4_0 If FIs r\ C VP -1.0 THE DRAWINGS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE SOLE PROPERTY OF THE - ARCHITECT. ANY REUSE OR DUPLICATION OF THESE Cf 3 DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN 0 PERMISSION FROM THE ARCHITECT. My O VP -1.1 ALL WORK SHALL BE IN STRICT C COMPLIANCE WITH ALL APPLICABLE LAWS, CODES AND C 4A ORDINANCES. VP -1.2 VERIFY ALL EXISTING Q% Q CONDITIONS PRIOR TO THE START O OF CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF Q) CONFLICTS PRIOR TO PROCEEDING G C') WITH WORK. C'4 VP aLQ� -1.3 NIC - "NOT IN CONTRACT". 40 CONTRACTOR TO COORDINATE AND h ^ X r. VERIFY AS TO BLOCKING, HOOK-UP, i O AND OTHER 1A m E REQUIREMENTS WITH OWNER. 0 O t\ C VP -1.6 CONTACT RESPECTIVE UTILITY CL H COMPANIES FOR EXACT LOCATION OF UNDERGROUND SERVICES PRIOR TO START OF CONSTRUCTION. TAKE EVERY PRECAUTION NECESSARY TO PROTECT EXISTING SERVICES DURING CONSTRUCTION. VP -1.7 EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, DUST PARTITIONS, ETC. AS REQUIRED BY LAW, CODE OR ORDINANCE AND AS OTHERWISE REQUIRED. VP -1.8 EAc'H CONTRA, -TOR IS REQUIRED TD R :ri':,- aLL.-ARTONS, BOxFS. P 1 PRECAST :ONCRETE SPLASH BLOCK. TYPICAL AT EACH DOWNSPOUT. JP -2.2 SHADED AREA INDICATES EXTENT OF NEW PAVING. SEE DETAIL 1. 11P-2.4 PRECAST CONCRETE PARKING BARRIERS, 7'-0" LONG ANCHORED TO PAVING WITH RE -BAR (TYPICAL WHERE INDICATED). VP -2.6 CONCRETE HEADER CURB. SEE DETAIL 2. VP -2.8 NEW CONCRETE SIDEWALK. VP -2.9 ALL PAVING WITHIN THE RIGHT-OF-WAY SHALL MATCH THAT OF THE EXISTING STREET. 7grg WAIL'j. VP -2.12 PAVING CONTRACTOR'S BASE BID TO INCLUDE THE COST FOR STRIPING THE PARKING SPACES AS INDICATED, EITHER ON NEW OR EXISTING ASPHALT WEARING SURFACE. VP -2.17 NEW SIGN BASE BY SITE PREPARATION CONTRACTOR. SEE DETAIL GJ. VP -2.18 GRADE AND SOD. SEE SPECS. VP -2.23 EXISTING PAVED AREAS TO BE CAPPED WITH APPROXIMATELY 2" OF NEW ASPHALTIC WEARING SURFACE. VP -2.32 6' MASONRY WALL (8" BLOCK) WITH (2)-5' x 6' WOOD GATES ON 10' x 13' x 4" CONCRETE PAD. SEE DETAIL 4. VP -3.25 WHEEL CHAIR RAMP. SEE SPECS FOR DETAIL. VP -3.27 CONCRETE STOOP. VP -17.3 REMOVE EXISTING ONE STORY CONC. BLOCK BUILDING AND ALL RELATED APPURTANCES IN THEIR ENTIRETY. VP -17.4 CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES AND TAKE ALL NECESSARY MEASURES TO PROTECT UTILITY LINES TO BE RE -USED. VP -17.5 REMOVE ALL EXISTING STRUCTURES, WALKS, FENCES, AND RELATED APPURTANCES IN THEIR ENTIRETY. CONTACT ARCHITECT IMMEDIATELY FOR EXISTING ITEMS IN QUESTION. VP -17.15 REMOVE EXISTING ASPHALT, INCLUDING BASE PROVIDE NEW TOP SOIL AS REQUIRED TO ACHIEVE NEW GRADE ELEVATION. VP -17.19 REMOVE EXISTING CONC. LIGHT POLE BASE. VP -17.27 REMOVE EXISTING ASPHALT AS REQUIRED TO ACCOMODATE NEW CONSTRUCTION. VP -17.28 EXISTING CANOPY TO REMAIN. J' CONTRACTOR TO TAKE ALL NECESSARY MEASURES TO PROTECT CANOPY STRUCTURE DURING DEMOLITION AND CONSTRUCTION. VP -17.31 REMOVE EXISTING TREES AND SHRUBS AS REQUIRED. VP -17.35 REMOVE EXISTING LIGHT POLE AND BASE. SCANNED Date 725 � 24.4 4_0 If FIs