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HomeMy WebLinkAbout05060053 Site Plan Rcd. 9/20/2005�1 L C 0 a 2 0 J JI GI Fl EI D C e� A 15 16 17 18 19 �'` ^ � 110 11 1 112 13 114 115 116 rn �-� Property Line "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 �i CD 1 � a _ F v 30 to 9 7� o ` ' F , ` AA 32 S. � ` F A �1r are s 247 a�k��9 SP 6g P pr. `Neil �r°` A ®9 U a1 `,. 0 9a ...)250 3p DESCRIPTION: 0 EXISTING ASPHALT (K EXISTING STONE 0 ov EXISTING CONCRETE = 26 TEMPORARY BENCH MARK Q SECTION CORNER PARKING MAG NAIL SET 0 PK NAIL FOUND 25600 SF OFFICE: MAG NAIL FOUND Q IRON PIPE FOUND �- ELECTRICL PEDESTAL 9f POWER POLE r3a GAS VALVE O SANITARY MANHOLE g SIGN VITRIFIED CLAY PIPE CURB INLET CORRUGATED METAL PIPE INLET CORRUGATED PLASTIC PIPE TELEPHONE CROSS -BOX O TELEPHONE MANHOLE SPACES (9' TELEPHONE PEDESTAL -� TELEVISION PEDESTAL = 8 DECIDUOUS TREE SQUARE CONIFEROUS TREE m WATER VALVE v FIRE HYDRANT 25'6 o,Ge 0 n 1 .�1 1 4a-10� 1 O .0 o t o o. �w° 'r Spa . . . 13 Sp S RP\N VS -��NG vN0 , - ��S��NG �,��o o� o� o� ��_ �OEW 5 EXns�\EN`PnN (PLANTER) tab t BOG UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES 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 THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 2 3 14 5 b- 24" ROLL CURB AL CIVIL DESIGNS p E' _ ISCING A SINEW �� #2 R HAIRBACK B EX REMPIN CUB w �_e Setback �0 i0 ' ` J 24" ROLL / L n q­; B a ,\dsc D �+ CURB s / t �y 24" ROLL \ SIDEW p,�K EXISR�MAIN SO Po CURB __ --• —`� �C O N G S � -- L� I PARKING BREAKDOWN CHART: 7000 SF OFFICE: 0 LIGHT DUTY PAVEMENT (K HEAVY DUTY PAVEMENT STANDARD PARKING = 26 SPACES (9' x 20') HANDICAP PARKING = 2 SPACES HANDICAP SYMBOL 25600 SF OFFICE: HANDICAP RAMP Q SCREENED TRASH ENCLOSURE WITH GATE © STANDARD PARKING = 95 SPACES (9' x 20') HANDICAP PARKING = 4 SPACES VITRIFIED CLAY PIPE 16800 SF AND 12980 SF RETAIL: CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE STANDARD PARKING = 160 SPACES (9' x 20') HANDICAP PARKING = 8 SPACES SQUARE TOTAL PARKING ON SITE: SQUARE FEET (D) DEED BEARING /DISTANCE (M) STANDARD PARKING = 281 SPACES (9' x 20') HANDICAP PARKING = 14 SPACES TOTAL PROPOSED PARKING = 295 SPACES 7 (PLANTER) G DESCRIPTION: 0 LIGHT DUTY PAVEMENT (K HEAVY DUTY PAVEMENT 7. V CONCRETE PAVEMENT oA 6" CONCRETE CURB © 24" CURB AND GUTTER (TYPE II) © CONCRETE CURB AND WALK Q HANDICAP SYMBOL of HANDICAP RAMP Q SCREENED TRASH ENCLOSURE WITH GATE © HANDICAP SIGN QQ DECORATIVE PAVERS QI MONUMENT SIGN ® ASPHALT WALK DETAIL # /SH. # DETAIL 01/C7.0 DETAIL 02/C7.0 DETAIL 03/C7.0 DETAIL 05/C7.0 DETAIL 06/C7.0 DETAIL 04/C7.0 DETAIL 07/C7.0 DETAIL 1 1/C7.0 DETAIL 14/C7.0 DETAIL 15/C7.0 DESCRIPTION: • — • — • FARM FIELD FENCE Revised Plan Set FLOWLINE • • • -ohel- � OVERHEAD ELECTRIC LINE - -- exec - -- UNDERGROUND ELECTRIC - -- tee - -- UNDERGROUND TELEPHONE -- f /opt -- FIBER OPTIC LINE - -- wtr - -- WATER LINE --- qos - -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 421 E State Road 334 W 116th St 0 a C PROJECT LOCATION 106th IF 0 U 421 t VICINITY MAP NOT TO SCALE 24' CUI SITE LAYOUT NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR I SITE DATA: I SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY LA N S CA P I N G NOTE: SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW TOTAL AREA: 444,403 sq. ft. ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. LANDSCAPE AREA: 100,839 sq. ft. 7. ALL EXCAVATED AREAS TO BE SEEDED AND /OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS 22.7% OF THE TOTAL AREA IS COVERED BY LANDSCAPING SHALL HAVE A MINIMUM OF 4 OF TOPSOIL. HOLD SOIL DOWN 1 FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY DOCKET NUMBER BACKFILLED WITH GRANULAR BACKFILL. 05060053 DP /ADLS ^� 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 8 9 � � 10 11 12 13 14 15 16 40 0 20 40 { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) REVISION RECORD 1� Revised 09/07/2005 Revised Plan Set BUILDING DATA: Revised 09/19/2005 Added note regarding asphalt path. BUILDING AREA.......... 78,740 SF 0 SITE AREA .............10.23 Acres (445,751 SF) REQUIRED PARKING DATA: QZZ STANDARD PARKING = 318 SPACES (9' x 20') HANDICAP PARKING = 13 SPACES � TOTAL REQUIRED PARKING = 331 SPACES PROPOSED PARKING DATA: u STANDARD PARKING = 434 SPACES (9' x 20') HANDICAP PARKING = 24 SPACES TOTAL PROPOSED PARKING = 458 SPACES PROPOSED PARKING RATIO = 5.82 SPACES /1000 SF SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY LA N S CA P I N G NOTE: SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW TOTAL AREA: 444,403 sq. ft. ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. LANDSCAPE AREA: 100,839 sq. ft. 7. ALL EXCAVATED AREAS TO BE SEEDED AND /OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS 22.7% OF THE TOTAL AREA IS COVERED BY LANDSCAPING SHALL HAVE A MINIMUM OF 4 OF TOPSOIL. HOLD SOIL DOWN 1 FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. 8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY DOCKET NUMBER BACKFILLED WITH GRANULAR BACKFILL. 05060053 DP /ADLS ^� 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. 8 9 � � 10 11 12 13 14 15 16 40 0 20 40 { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) REVISION RECORD 1� Revised 09/07/2005 Revised Plan Set Revised 09/19/2005 Added note regarding asphalt path. W > 0 Uo j%J11111111�, �.� ON C S Soso r N � O • r PE10300058 : STATE OF •...• MS`S /O N A'L O ��11111t1�� DATE: DWN BY: DP CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 W W > Uo J „u QZZ � J pCZZ O— ULjwW � W i�: 0 ca u a' N O � LI.J PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF