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HomeMy WebLinkAbout05060042 Site Plan Rcd. 8/5/2005SUMMARY TABLE ZONING ON PARCEL: = M3 PROPOSED BUILDING: = 50,000 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. NET BUILDING AREA: 200 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 207 P.S. HANDICAP PARKING SPACE: 10 P.S. TOTAL PARKING SPACES PROVIDED: 217 P.S. �� 51 COORDI 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. { 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. COORDINA R WIT �EWAY r=- _- r_r OF CARMEL S LA nON - j SEE, PRO ECT CARMEL DRIVE 3819' - 70'- 1 /2R /W _ - - _ E N ,� 70TR W - g = LANE ASPHALT i p E pU Ij I- t DNS 50 0 25 50 100 ASSUMED NORTH SCALE: 1 "= 50 ' GRAPHIC SCALE 1"=50' ON 1 NI > 0 a G) G A Land Description - Parcel HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Heavy Duty Pavement Concrete Pavement Chairback Curb w /Gutter ('l 6 C803 6" Straight Curb 5 7 $ C803 Curb &Walk C803 C803 Walk 7 14 C803 Handicap Ramp C803 Concrete Dum P ster Pad (REFER TO ARCHITECTURAL PLANS) (*",1 Handicap Parking Sign 13 C803 C803 Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan, not included) Light Duty Pavement 6 C803 Pavement Striping 4 Curb Taper C Porte - cochere (REFER TO ARCHITECTURAL PLANS) Retaining Wall (REFER TO ARCHITECTURAL PLANS) Special Curb Island 1 5 C803 9'x20' Parking Spaces - 216 8'X20' Parking Spaces - 10 (A.D.A. REQUIREMENTS) Total Parking Spaces - 226 I NO 1210 12 < ' I IN III W 1 6 100> N Part of Block 11 in the Conditional Secondary Plat Carmel Science and Technology Park, a subdivision in Hamilton County, Indiana, the plat of which is recorded in Plat Book 13, pages 65 thru 71 and amended by Certificate of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Commencing at the Southwest corner of the Northwest Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana (5/8 inch rebar with cap marked "Schneider Engr. Corp. ", herein after referred to as "rebar "); thence North 88 degrees 59 minutes 30 seconds East (plat bearing) along the South line of said Northwest Quarter Section and along the South line of said Block 11 a distance of 401.50 feet to the Point of Beginning at the southeast corner of Lot 1 of said Block 11 per plat thereof recorded os Instrument Number 9109164, marked by a "rebar ", the following four courses are along the east lines of said Lot 1; (1) thence North 01 degrees 00 minutes 30 seconds West a distance of 265.00 feet to a "rebar "; (2) thence North 88 degrees 59 minutes 30 seconds East a distance of 20.00 feet to a "rebar "; (3) thence North 01 degrees 00 minutes 30 seconds West a distance of 190.00 feet to a "rebar "; (4) thence North 30 degrees 46 minutes 06 seconds West a distance of 102.20 feet to the southwest corner of a 0.025 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 652.00 feet, the radius point of which bears North 33 degrees 23 minutes 58 seconds West; thence northeasterly along the southerly line of said tract and along said curve an arc distance of 93.63 feet to the northerly line of said Block 11, being on a non - tangent curve to the right having a radius of 375.00 feet, the radius point of which bears of South 20 degrees 16 minutes 42 seconds East; thence northeasterly along said northerly line and along said curve an arc distance of 188.15 feet to the northwest corner of a 0.056 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 750.00 feet, the radius point of which bears North 27 degrees 57 minutes 50 seconds East (the following two courses are along the southerly lines of said tract); (1) thence southeasterly along said curve an arc distance of 147.06 feet to a point which bears South 16 degrees 43 minutes 46 seconds West from said radius point; (2) thence South 84 degrees 51 minutes 37 seconds East a distance of 107.03 feet to the aforesaid north line of Block 11, being on a non - tangent curve to the left having a radius of 735.00 feet, the radius point of which bears North 08 degrees 40 minutes 48 seconds East; thence easterly along said north line and along said curve an arc distance of 46.87 feet to a point which bears South 05 degrees 01 minutes 35 seconds West from said radius point; thence South 00 degrees 01 minutes 37 seconds East a distance of 149.95 feet; thence South 28 degrees 22 minutes 49 seconds East a distance of 246.50 feet; thence South 33 degrees 08 minutes 58 seconds East a distance of 109.03 feet; thence North 88 degrees 59 minutes 30 seconds East parallel with the south line of said Block 11 a distance of 139.43 feet to the east line of said Block 11; thence South 00 degrees 18 minutes 08 seconds East along said east line a distance of 78.01 feet to a "rebar" at the southeast corner of said Block 11; thence South 88 degrees 59 minutes 30 seconds West along the south line of said Block 11 a distance of 824.80 feet to the Point of Beginning, containing 8.00 acres, more or less. II z 0 w IR = No. PE19500260 - STATE OF NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) /Oro Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Al 06/30/05 1211.023 DRAWN BY. �-+ �� 51 COORDI 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. { 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. COORDINA R WIT �EWAY r=- _- r_r OF CARMEL S LA nON - j SEE, PRO ECT CARMEL DRIVE 3819' - 70'- 1 /2R /W _ - - _ E N ,� 70TR W - g = LANE ASPHALT i p E pU Ij I- t DNS 50 0 25 50 100 ASSUMED NORTH SCALE: 1 "= 50 ' GRAPHIC SCALE 1"=50' ON 1 NI > 0 a G) G A Land Description - Parcel HOLEY MOLEY SAYS "DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Heavy Duty Pavement Concrete Pavement Chairback Curb w /Gutter ('l 6 C803 6" Straight Curb 5 7 $ C803 Curb &Walk C803 C803 Walk 7 14 C803 Handicap Ramp C803 Concrete Dum P ster Pad (REFER TO ARCHITECTURAL PLANS) (*",1 Handicap Parking Sign 13 C803 C803 Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan, not included) Light Duty Pavement 6 C803 Pavement Striping 4 Curb Taper C Porte - cochere (REFER TO ARCHITECTURAL PLANS) Retaining Wall (REFER TO ARCHITECTURAL PLANS) Special Curb Island 1 5 C803 9'x20' Parking Spaces - 216 8'X20' Parking Spaces - 10 (A.D.A. REQUIREMENTS) Total Parking Spaces - 226 I NO 1210 12 < ' I IN III W 1 6 100> N Part of Block 11 in the Conditional Secondary Plat Carmel Science and Technology Park, a subdivision in Hamilton County, Indiana, the plat of which is recorded in Plat Book 13, pages 65 thru 71 and amended by Certificate of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Commencing at the Southwest corner of the Northwest Quarter of Section 36, Township 18 North, Range 3 East in Hamilton County, Indiana (5/8 inch rebar with cap marked "Schneider Engr. Corp. ", herein after referred to as "rebar "); thence North 88 degrees 59 minutes 30 seconds East (plat bearing) along the South line of said Northwest Quarter Section and along the South line of said Block 11 a distance of 401.50 feet to the Point of Beginning at the southeast corner of Lot 1 of said Block 11 per plat thereof recorded os Instrument Number 9109164, marked by a "rebar ", the following four courses are along the east lines of said Lot 1; (1) thence North 01 degrees 00 minutes 30 seconds West a distance of 265.00 feet to a "rebar "; (2) thence North 88 degrees 59 minutes 30 seconds East a distance of 20.00 feet to a "rebar "; (3) thence North 01 degrees 00 minutes 30 seconds West a distance of 190.00 feet to a "rebar "; (4) thence North 30 degrees 46 minutes 06 seconds West a distance of 102.20 feet to the southwest corner of a 0.025 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 652.00 feet, the radius point of which bears North 33 degrees 23 minutes 58 seconds West; thence northeasterly along the southerly line of said tract and along said curve an arc distance of 93.63 feet to the northerly line of said Block 11, being on a non - tangent curve to the right having a radius of 375.00 feet, the radius point of which bears of South 20 degrees 16 minutes 42 seconds East; thence northeasterly along said northerly line and along said curve an arc distance of 188.15 feet to the northwest corner of a 0.056 acre tract of land described in a deed to the City of Carmel recorded as Instrument Number 200300018026, said point being on a non - tangent curve to the left having a radius of 750.00 feet, the radius point of which bears North 27 degrees 57 minutes 50 seconds East (the following two courses are along the southerly lines of said tract); (1) thence southeasterly along said curve an arc distance of 147.06 feet to a point which bears South 16 degrees 43 minutes 46 seconds West from said radius point; (2) thence South 84 degrees 51 minutes 37 seconds East a distance of 107.03 feet to the aforesaid north line of Block 11, being on a non - tangent curve to the left having a radius of 735.00 feet, the radius point of which bears North 08 degrees 40 minutes 48 seconds East; thence easterly along said north line and along said curve an arc distance of 46.87 feet to a point which bears South 05 degrees 01 minutes 35 seconds West from said radius point; thence South 00 degrees 01 minutes 37 seconds East a distance of 149.95 feet; thence South 28 degrees 22 minutes 49 seconds East a distance of 246.50 feet; thence South 33 degrees 08 minutes 58 seconds East a distance of 109.03 feet; thence North 88 degrees 59 minutes 30 seconds East parallel with the south line of said Block 11 a distance of 139.43 feet to the east line of said Block 11; thence South 00 degrees 18 minutes 08 seconds East along said east line a distance of 78.01 feet to a "rebar" at the southeast corner of said Block 11; thence South 88 degrees 59 minutes 30 seconds West along the south line of said Block 11 a distance of 824.80 feet to the Point of Beginning, containing 8.00 acres, more or less. II z 0 w IR = No. PE19500260 - STATE OF NAL DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) /Oro Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY. �-+ RDR ALF SHEET TITLE: o l� DRAWING FILES: S: \1 211 \023\dwgs\Cl Ol.dwg XREF: S: \1211 \016 \dwgs \l211016t.dwg XREF: S: \1211 \016 \dwgs \12110161- COPY.dwg C\2 cp XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \From Woolpert \woolpert -r XREF: I: \TSC -LDT4 \Blocks \SEAL- RD.dwg SHEET NO.: (Cn(GR ~ co co CD �:D .� M � o F-4 co pi co CO F-� Q o w U a� Q � rn w w co co o 0 cn DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY. CHECKED RDR ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \1 211 \023\dwgs\Cl Ol.dwg XREF: S: \1211 \016 \dwgs \l211016t.dwg XREF: S: \1211 \016 \dwgs \12110161- COPY.dwg XREF: S: \1211 \023 \dwgs \Titlel.dwg XREF: S: \1211 \023 \dwgs \023bs.dwg XREF: S: \1211 \016 \dwgs \From Woolpert \woolpert -r XREF: I: \TSC -LDT4 \Blocks \SEAL- RD.dwg SHEET NO.: (Cn(GR C