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Home My WebLink AboutC2.2 Final Development Plan-signageBUILDING DIRECTORY SIGN NIC. (REF. ARCH. DWGS. FOR bASE) NOTE: SEE ARCHITECTURAL PLANS by AMERICAN CONSULTING ENGINEERS, INC. FOR BUILDING DIMENSIONS AND DETAILS. Elegy 90� r Sonitar Manhole TOR 844.07 10" PVC 821 47' 10" PVC 821.52' 8" PVC 821.65' l J. ni 0 01 1 AI 1' f r f 1 C4 4:7‘ ir T,ON 85I PAT 3" PVC QSED 1y iI— I II I I I I I I I I aft 46 i i r u) f 6:A" Q. j f I I 1 I 1 I I I 1 I 1 I anitary lanhole !TOR 8,42.34' I 10 PVC/ 821.04' I 10" PV 821.09' CENTER IDENTIFICATION GROUND SIGN ON TOP OF 2 BERM NIC. {REF. ARCH. DWG5. FOR bASE) .1a sue .a... 10' D. U. E. exist. sidewalk •.rf.r. rte•. r•■ •r•••••..•■•••r.•r•r•.1•.. MA. •.••••••.•11.a• nr.• ••1•1. dB...10 �rf• .••r *I.O MIMEO r.. Milli MINI 4111 1111 III III III 1111 1111 1111 III III la el 111 III 1111 III 111 111 MIS III 111 III 11S 111 111 111 III III III 1111 111 III III 1111 111 101 LEGAL DESCRIPTION; Block 13 in Carmel Science Technology Park as recordec Plat Book 13, Pages 65 -71 in the Office of the Recorder, Hamilton County Indiana. PROVIDE 5` TRANSITION FROM ROLL CURB TO G" CURb Q ijT F`. T'�ccc ccrss c rezr j -p w is t ,rte ter 2f g p3I a i a i 4 O: v i♦ 4, i 8 x zy‘k c 4:t icts t 4. 1! -7 t 11 mi tip ;iv X .8% SS t a44,) x•1 t 1 r r,�� sINr• •..r• ••rr•.. ir.. allus am as es mg tis ws al No al 1 is as i s NI al 11 111 1181.1 IIIII a ilia" IIII 11111 lig a 116 —111111P- a.: 0.1.•• E N 1. LL WORK TO CONFORM TO STATE AND LOCAL REGULATION 5. in 2. ALL PARKING STRIPES ARE TO bE 4" PAINTED, (WHITE) 4 ANDICAPPED ACCESS AISLES SHALL bE PAINTED, (BLUE). 5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING ATERIAL, WHERE APPLICABLE. 5. ALL D'''ENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO UILI` ROAD RIGHT OF WAY UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD EFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPONSIbLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES RE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING ATURES AS NECESSARY. 8. ALL EXCAVATED AREAS TO bE SEEDED AFTER FINISH RADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED REAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. N 0018'08 "W 1005.01' GUILFORD-ROAD- Z t, tO 1 C. T 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC by CONTRACTORS, SUb- CONTRACTORS OR SUPPLIERS, AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL bE COMPLETELY SACKFILLED WITH b- BORROW. 12. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE /,e /FT. _t MAX. SLOPE OF 1:20. 25' R/ r OHE- G T w LP PWP (S} EijWMH 'V WV ¥FH ticv WM GM IN TRANS TREE BUSH PHASE I CONSTRUCTION I r:v -r-zz v v y EXISTING LEGEND U. E. Sidewalk OVERHEAD TELEPHONE LINE BURIED ELECTRIC LINE OVERHEAD ELECTRIC LINE BURIED GAS LINE BURIED TELEPHONE LINE WATER LINE LIGHT POLE COMBINATION POLE POWER POLE POLE W/ GUY WIRE(S) TRAFFIC POLE TELEPHONE PEDESTAL TELEPHONE POLE SANITARY MANHOLE WATER MANHOLE WATER VALVE WATER METER FIRE HYDRANT GAS VALVE GAS METER TRANSFORMER SIGN SCALE: CAUTION I! e 1" =30' tia'W Es) FUTURE TION 40' R/W merit PROPOSED 30' 1' BLDG. SETbACK 441 Wirill001*- 4 10' Electric Easemer PROPOSED LEGEND LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT RIGHT OF WAY ASPHALT CONCRETE PATTERNED COLORED CONCRETE CONC. ROLL CURb t GUTTER G" CONCRETE MONOLITHIC CURb Cc" CONCRETE CURB WALK HANDICAP RAMP HANDICAP RAMP TYPE "K" CURB RAMP TYPE "H" HANDICAP RAMP TYPE G EXTRUDED CURB HANDICAP ACCESSIbLE PARKING SPACE THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to. manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTI THE CONTRACTOR PRIOR IQ I 'i''A %t t '"*one lane -e w i 3 5'5 ;4Q,. T CALL TOLL FREE r L; a+° 7,' INDIANA 1 R Z0 3 I`?V ado, a we ,4. NM ANA \A DATE: 1 03/29/99 SCALE: DRAWN BY: CHK'D BY: JOB NO. 1" =3 PED WRC 98 -197 REVISIONS A\ BIDDING /5\ GENERAL 05/21 /99 09/27/99 SHEET NO. cT1� 2a2 OF 31TE DATA TAbLE REQUIRED RATIO 1 SPACE /500 S.F. OF FLOOR AREA (FLOOR AREA 90,05G SQ.FT.) SPACES REQUIRED 500 N.C. SPACES REQUIRED 7 TOTAL SPACES REQUIRED 307 SPACES PROVIDED 9X20 489 10X18 0 HANDICAP ACCESSIBLE (INCLUDES (4) VAN ACCESSIBLE SPACES) a TOTAL PROVIDED 498 BUILDING DIRECTORY SIGN NIC. (REF. ARCH. DWGS. FOR bASE) NOTE: SEE ARCHITECTURAL PLANS by AMERICAN CONSULTING ENGINEERS, INC. FOR BUILDING DIMENSIONS AND DETAILS. Elegy 90� r Sonitar Manhole TOR 844.07 10" PVC 821 47' 10" PVC 821.52' 8" PVC 821.65' l J. ni 0 01 1 AI 1' f r f 1 C4 4:7‘ ir T,ON 85I PAT 3" PVC QSED 1y iI— I II I I I I I I I I aft 46 i i r u) f 6:A" Q. j f I I 1 I 1 I I I 1 I 1 I anitary lanhole !TOR 8,42.34' I 10 PVC/ 821.04' I 10" PV 821.09' CENTER IDENTIFICATION GROUND SIGN ON TOP OF 2 BERM NIC. {REF. ARCH. DWG5. FOR bASE) .1a sue .a... 10' D. U. E. exist. sidewalk •.rf.r. rte•. r•■ •r•••••..•■•••r.•r•r•.1•.. MA. •.••••••.•11.a• nr.• ••1•1. dB...10 �rf• .••r *I.O MIMEO r.. Milli MINI 4111 1111 III III III 1111 1111 1111 III III la el 111 III 1111 III 111 111 MIS III 111 III 11S 111 111 111 III III III 1111 111 III III 1111 111 101 LEGAL DESCRIPTION; Block 13 in Carmel Science Technology Park as recordec Plat Book 13, Pages 65 -71 in the Office of the Recorder, Hamilton County Indiana. PROVIDE 5` TRANSITION FROM ROLL CURB TO G" CURb Q ijT F`. T'�ccc ccrss c rezr j -p w is t ,rte ter 2f g p3I a i a i 4 O: v i♦ 4, i 8 x zy‘k c 4:t icts t 4. 1! -7 t 11 mi tip ;iv X .8% SS t a44,) x•1 t 1 r r,�� sINr• •..r• ••rr•.. ir.. allus am as es mg tis ws al No al 1 is as i s NI al 11 111 1181.1 IIIII a ilia" IIII 11111 lig a 116 —111111P- a.: 0.1.•• E N 1. LL WORK TO CONFORM TO STATE AND LOCAL REGULATION 5. in 2. ALL PARKING STRIPES ARE TO bE 4" PAINTED, (WHITE) 4 ANDICAPPED ACCESS AISLES SHALL bE PAINTED, (BLUE). 5. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING ATERIAL, WHERE APPLICABLE. 5. ALL D'''ENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO UILI` ROAD RIGHT OF WAY UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD EFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE ESPONSIbLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES RE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY A/E IMMEDIATELY. 7. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING ATURES AS NECESSARY. 8. ALL EXCAVATED AREAS TO bE SEEDED AFTER FINISH RADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED REAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. N 0018'08 "W 1005.01' GUILFORD-ROAD- Z t, tO 1 C. T 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC by CONTRACTORS, SUb- CONTRACTORS OR SUPPLIERS, AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL bE COMPLETELY SACKFILLED WITH b- BORROW. 12. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE /,e /FT. _t MAX. SLOPE OF 1:20. 25' R/ r OHE- G T w LP PWP (S} EijWMH 'V WV ¥FH ticv WM GM IN TRANS TREE BUSH PHASE I CONSTRUCTION I r:v -r-zz v v y EXISTING LEGEND U. E. Sidewalk OVERHEAD TELEPHONE LINE BURIED ELECTRIC LINE OVERHEAD ELECTRIC LINE BURIED GAS LINE BURIED TELEPHONE LINE WATER LINE LIGHT POLE COMBINATION POLE POWER POLE POLE W/ GUY WIRE(S) TRAFFIC POLE TELEPHONE PEDESTAL TELEPHONE POLE SANITARY MANHOLE WATER MANHOLE WATER VALVE WATER METER FIRE HYDRANT GAS VALVE GAS METER TRANSFORMER SIGN SCALE: CAUTION I! e 1" =30' tia'W Es) FUTURE TION 40' R/W merit PROPOSED 30' 1' BLDG. SETbACK 441 Wirill001*- 4 10' Electric Easemer PROPOSED LEGEND LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT RIGHT OF WAY ASPHALT CONCRETE PATTERNED COLORED CONCRETE CONC. ROLL CURb t GUTTER G" CONCRETE MONOLITHIC CURb Cc" CONCRETE CURB WALK HANDICAP RAMP HANDICAP RAMP TYPE "K" CURB RAMP TYPE "H" HANDICAP RAMP TYPE G EXTRUDED CURB HANDICAP ACCESSIbLE PARKING SPACE THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to. manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTI THE CONTRACTOR PRIOR IQ I 'i''A %t t '"*one lane -e w i 3 5'5 ;4Q,. T CALL TOLL FREE r L; a+° 7,' INDIANA 1 R Z0 3 I`?V ado, a we ,4. NM ANA \A DATE: 1 03/29/99 SCALE: DRAWN BY: CHK'D BY: JOB NO. 1" =3 PED WRC 98 -197 REVISIONS A\ BIDDING /5\ GENERAL 05/21 /99 09/27/99 SHEET NO. cT1� 2a2 OF