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Home My WebLink About07050024 Architectural Site Plan and Elevations Proposed Rcv. 5/18/2007 DOCSa N 0 N S N 00 .- M 0 CL J a W v� 0 0 Q M 0 J W ct a- �3 Q GENERAL SITE NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. THE CONTRACTOR IS RESPONSIBLE TP OBTAIN WRITTEN PERMISION FROM ADJACENT PROPERTY OWNERS FOR WORK TO BE PERFORMED WHICH ENCROACHES ON COMMON PROPERTY LINES. i 2. THE CONTRACTOR SHALL TAKE SUCH PRECAUTIONS AS ARE NECESSARY TO PREVENT EROSION AND SILTING OF OFF -SITE STREAMS DURING CONSTRUCTION OF THE VARIOUS PHASES OP THE PROJECT. STRAW BALE DAMS, SODDING AND /OR SEEDING SHALL BE USED. 3. PROVIDE TOP SOIL AND FINISH GRADE, READY FOR SEED, FOR THE ENTIRE DISTURBED SITE. I 4. TREES, STUMPS, BRUSH AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR BEFORE GRADING. 5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE TEMPORARY BARRICADES AND OTHER MEANS OF SITE PROTECTION THROUGHOUT THE PERIOD OF CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THEIR RESPONSIBILITY TO CONTACT THE OWNER OF THE VARIOUS UTILITIES FOR A PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY THE OWNER OR THE ARCHITECT / ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND IN THESE PLANS OR IN THE FIELD, BEFORE ANY WORK IS STARTED OR RESUMED. LANDSCAPE NOTES: 1. Plant trees & shrubs at same depth as grown in nursery. 2. Remove burlap only from top of ball on balled & burlap plants. 3. Excavate entire bed area of shrub $ ground cover beds and fill with top soil mixture. 4. Landscape Contractor to verify all utilities & conditions pertaining to this work. 5. All planting materials are to be guaranteed for one growing season. 6. For soil preparation, spread 12 -12 -12 commercial fertilizer at the rate of 10 pounds per 1000 s.f. Mix into top 1 1/2 inches of topsoil prior to seeding or sodding. FOUNDATION WALL 2' -0" MIN. EXTRA STRONG PIPE 7. ALL EXCAVATION FOR UNDERGROUND SEWERS AND UTILITY INSTALLATIONS, IN PAVED AREAS, SHALL BE BACKFILLED WITH GRANULAR MATERIAL. 8. VERIFY SIZES AND LOCATIONS OF WATER, SEWER AND GAS LINES, ETC., WITHIN THE BUILDING, FOR EACH TRADE. 9. ALL WATER LINES, VALVES, METER PITS TO BE FURNISHED & INSTALLED BY CONTRACTOR. 10. ALL WATER SERVICE LINES TO BUILDINGS SHALL HAVE A SHUT- OFF VALVE IN AN ACCESSABLE LOCATION OUTSIDE THE BUILDING. 11. SANITARY CLEANOUTS TO BE INSTALLED ON BUILDING LATERALS. CLEANOUTS TO BE 5' 1 FROM FOUNDATION, OR AS SHOWN ON PLANS. 12. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTER- SECTIONS $ AT 20' -0" O.C. MAXIMUM. CONTROL JOINTS ARE TO BE TOOLED INTO WALKS AT 5' -0" O.C. MAXIMUM. 7. Planting soil mix+:are: 3 parts top soil! 1 part course sand 1 part peat mo$s 8. Nutrients per cpbic yard: 5 lbs. boneme�l 8 lbs. 7-40 -6 sl w release fertilizer. 9. Seeded lawns: 10 lbs. per 1000 s.f.= 40% Glade Ke p tucky Bluegrass 40% Pennfne Perennial Rye Grass 20% Prelawn Fescue Spread uniform bed of clean straw at the rate of tvyo bales per 1000 s.f. Broadcast Icelly lose fiber at the rate of 15 lbs. per 1000 s.f. in a water slung wi-r hydromulch equipment. 10. Sodded lawns; Provide Warren's A -20 Kentucky Bluegrass sod;or approved equal. 1" MIN. COMPRESSABLE MATERIAL, AROUND PIPE e PIPE SLEEVE THRU FOUNDATION WALL NOT TO SCALE COR. RET. WALL :0, EXISTING • . N 89'09'05" E 225.00' (D & M) ( rI (no evidence of line) i .• . • , • .00... •..••• 25.00'•..•. .. '6' 'CUB :...•... LIGH 2' CON . ROLL CURB P.) '•:GRASS ; -' EXISTIN •' •' • , STAN ARD EXISTIN •' >>. EXI G +! 21 P RKING SPAC S .•. • EXISTIN EXIS ' '. .� • EXISTING ASPHALT ASPHALT Cr •. EXISTING ' EXISTING CONC. WALK LEADS TO OFFSITE • • • 6' CONIC CURS PARKING LOT _ EXISTING •• •'1�VIX:GW :• :•:• :•:' :• • :gyp •' :• •• •• EXISTING ' RET.• WAtC•' CONC. : f�-L-. 5' COW. WALK/�AfrIP • EXISTING CONG 10 9' ' ��' • � • 0 3'x20' LIMESTOf�E M BSI . • ^ .� •. BRICK •CONG. ' •CONC.• : .. CORNICE (M.) ^ 42.6' • • • EXISTING 2$.1 9.1' o� ST ' �:�; 8- CO NC. WALL W1 CoNC` EXISTING c RL•1NIAtl• METAL & GLASS o; .•..•. ENCLOSURE ' cn o •;equipment • ��• � Y v & a /c pad' • �M • EXISTING EXISTING WALK ' Q �j m .. f XL3TI`lG. • . • ' ENCLOS a .•.:..8o CL wo•,• 2 STORY BRICK BUILDING FOYER 31.6' .. ' (31't HIGH) • 0 0 .trans. EXISTING EXISTING 2.6' o ... • p °d X PERKINS VIATTA CENTER LIGHT .ExIS:[ltNG: i� STANDARD ' for COSMETIC SURGERY ° N .. .: : . • too 0 0 ' and MEDICAL SKINCARE M • . 6' EXISTING N cV __ cn ? .0 p •' - -' - ' . ' . EXISTING 1 0 '. .• a 2 o .•. _ .•. T a Li N W 1 Q 9 CRASS EXISTING . 7.3' EXISTING a CL Cn 61.1' 3 SPACE....................... •- 0 ....... o • • • PROPOSED ADDITION .......... ........ . . ...... .. ... ...' z EXISTING ASPHALT � W EXISTING ASPHALT _ 5 PAR IN \S ACES •. NOTE: ASPH. DRIVE �.'�� "-- - _ a, LEADS TO OFFSITE . �;10 PAR KING LOT I' - b r EXISTING � '. ..' .55. . � • � � ESE � �\ �� 20 YR. R1W ._.._ _._. ._._..�..:�:..• 2.s' BLDG. SETBACK LIN ,' 1 • . , BL ' .I LINE EXISTING \ \ ASPHALT • .. an \`; �� rE�E REMOVE EXISTING . ..... .. • �` - -- REMOVE EXISTING- - _�� - ........ _ _ �,l REMOVE EXISTING � � - � . - i :•: . ` EXISTING fl• G•.• '• :•.••• . ..... ASPHALT • . •. • :QED: . -.... ...•.. • .. •......•. RlWPER 1 -26 -07 .... ....•.•.• •.•.:..•...•..•.•...•. .. .... -. . . ..�:+:. .. .. . . . • . . . . CONVERSATIO .:: ...:=:...... . .• . 2z5.00' .. ..- ...... .. .. .• .. . •. , ,•,•• . ... ..•.•.•... •.. ...• .• : :.. ,.... • r ....•..•... .�iDIt1EftGROtlnat.l =C.•• ••• •.• .' : :'.' :'.. ... .. 1 I ......•.' EXISTING• . - '61MESMN5RET.;WAC4'•'•'.' 1 EXISTING •••.f $g :•• •'1XtSTYNG'.•.•.:.•. -.... X. ... • ' ' • EXISTING EXISTING . . • 1 B' TER MAIN W W w w w w w w PREVIOUS RNV 225.00' 3' LB.T. 1rMM EASEMENT EXISTING -� EXCEPTION PARCEL CONVEYED TO 8'1-13-T UTILITY EASEMENT NISC. BK. 88, P. 232 t° STATE OF INDIANA PER INST. #9004804 MISC. BK. 88, P. 233 EXISTING SANITARY SEWER 200.00' 25.00' 225.00' (D & M) S 89 °09'05' W 2682. (M) 106th STREET 225' ARCHITECTURAL SITE CONCEPT 1" = 20'+/- C, 1M 26 hedge row (2' to 3.5' F. nf hn,-.) Q z a -E - RISER W w- 0 0 o 1NCO Architecture DALE E. ANKROM, A.I.A. (317) 257 -1880 � ?D �Do 2 �- Cn JC - V C •0~ -. O N °VO2C.O^ 7 ?, cc N 0 0 C.,-0 .0 ClL -tpbO0 C "I ,C •-- N om = En 3 C �0.C.0 CW % - CCnOU O ._ ca cab Z E cu c (D C c� 0 oCOCU � Zj 3 :C 151'a 0 C 0) __ O C a.cn C'CT .0 L `1 Q in CU -61 ..- "" PREU111-1111111flufly tissue CI N p CIO to • '� z L0 CN V, W °- CIO ca X LL 69 u in o l W coo W's o °° (b Lo � c v, LL 00 M A 2 (0 %1 CERTIFIED DRAWN CHECKED D.E.A. 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REVISIONS DATE 5/11107 PROJECT NO. 07 -02 SHEET TITLE SHEET F=LL=Vm I CCNN co 63 co • Z Lo N V w v_i .a U ~ d cu i •�+ c •.- .�..�., O •� x ca LL 69 W tip ' • (U o c W � cccc)) N � o 0m) IL 0- Qj A U% cD CERTIFIED DRAWN CHECKED D.E.A. REVISIONS DATE 5/11107 PROJECT NO. 07 -02 SHEET TITLE SHEET F=LL=Vm I