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HomeMy WebLinkAbout05060042 Site Plan Rcd. 6/20/2005� no � �ooc�o�� NOT TO SCALE NOT TO SCALE ZONED: M3 12' WATER Fli"r SHO.tN P'rIi PLj6Pi NOT BARKED IN FlEl➢ �' 'r`� �-. \ n•,� :+'�' \ 7- �`°`�� "_ , LIL F&ICE MMIN 514OWN PER PLANS NOT NARKED IN FFCLD " P690 Sla SVU(i F22 RM" s� \ • �.. 20' u.e. �f � . oR,~01 EhStdl?tT , � I i , , o , O ' W n Q Z O N P.O.B. PARCEL I dc-'-` EXCEPTION PARCEL 401 PROPOSE SITE ZONED: M3 iNOE EA' F. AFN 1 PC 6h -7 'LAT K, P ZONEDi B2 /B5 VS E EE 4% P. SCALE: 1" =700' -N- DRAN AGE FAS'0T [EXISTING POND) Z-"f U31 -1 ay T �NI l� 1, Ir If i IJ • D OC O UM J il,♦ I SEC. 35, T1 18N, R3E Lot Carmel of =1oc 1 sonbdi i ion Science Technolog Par 1T)F EF(IPE�: HTI.'f(CD�ia This project site is NOT contained in any flood zones. The subject tract is zoned M3. REVISIONS: DATE: BY: DESCRIPTION: PROJECT ENGINEER: RLD CHECKED BY: ALF GVG 0 (ant � 600 East 96th Street, Suite 100 Indianapolis, IM 46240 PH: 317-808.6000 FAX. 317 - 808.6770 CONTACT: Bob Falk) EMAIL: bob.f alk @duke constructiononlin e-com Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering E —MAIL ADDRESS: DATE CHECKED: 06/30/05 FIED BY: Robert L. Doster H. L. rdoster @schneidercorp.com 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. © 2005, The Schneider Corporation The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut 'Y' in the south rim of sanitary manhole SS #K, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM #3 Cute square in west side of a concrete area light base at the southeast corner of the parking lot west of the site. ELEV. = 844.36 (NAVD88) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. 4 "• L DATE: SHEET (CIL OF JOB No. 1211.023 16 FILE NAME: SA1211\023\dwgs \C100.dwg INDEX SHEET No. DESCRIPTION COVER SHEET C100 B101 EXISTING CONDITIONS PLANS D101 DEMOLITION PLAN C101 SITE PLAN C102 SITE GRADING PLAN C103 SITE UTILITY PLAN STORMWATER POLLUTION PREVENTION PLAN C104 C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C805 GENERAL DETAILS C901 SPECIFICATIONS L101 LANDSCAPING PLAN & DETAILS L801 —L901 LANDSCAPING DETAILS & SPECS Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering E —MAIL ADDRESS: DATE CHECKED: 06/30/05 FIED BY: Robert L. Doster H. L. rdoster @schneidercorp.com 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. © 2005, The Schneider Corporation The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut 'Y' in the south rim of sanitary manhole SS #K, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM #3 Cute square in west side of a concrete area light base at the southeast corner of the parking lot west of the site. ELEV. = 844.36 (NAVD88) THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. 4 "• L DATE: SHEET (CIL OF JOB No. 1211.023 16 FILE NAME: SA1211\023\dwgs \C100.dwg SUMMARY TABLE ZONING ON PARCEL: = M3 PROPOSED BUILDING: = 26,437 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. NET BUILDING AREA: 200 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 214 P.S. HANDICAP PARKING SPACE: 10 P.S. TOTAL PARKING SPACES PROVIDED: 224 P.S. S=iE� _Nr(C)7= 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. l I 50 0 25 50 100 GRAPHIC SCALE 1 " =50' ID, Q ASSUMED NORTH SCALE: 1 "= 50 ' X— O O O 0 0 0 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 2' Chairback Curb & Gutter r_x_�� X 6" Straight Curb C$oX p �X�C80x Curb &Walk r_x",�y C8ox Walk X X C8ox Handicap Ramp CBOX Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) Handicap Parking Sign K�_X� C8ox Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan) Light Duty Pavement X �ox Pavement Striping 0 10'X18' Parking Spaces — XX Q 9'x20' Parking Spaces — XX 0 10'X18' Parking Spaces — X RDR (A.D.A. REQUIREMENTS) SHEET TITLE: Total Parking Spaces — XXX I /-I N < 100 Ill'' Land Description — Parcel 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 as 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 on 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. cri z 0 CIO w cc �Z YiYf• IF .AEI '� / 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. (200` 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. CHECKED BY: RDR ALF SHEET TITLE: SITE '¢ C2) XREF: S:\ 1211 \016 \dwgs \12110161— COPY.dwg o �- 0 XREF: S:\1211\023\dwqs\023bs.dwg SHEET NO.: (Cn(an .� co w 0 °ro .� 1=11 E­4 :� Q) cze Q o w p co Q T 1 U Q � rn w W Cd Cd w o 0 ca DATE: PROJECT NO.: 06/30/05 1211.023 DRAWN BY. CHECKED BY: RDR ALF SHEET TITLE: SITE PLAN DRAWING FILES: S: \1211 \023 \dwgs \C101.dwg XREF: S:, \1211 \016 \dwgs \1211016t.dwg XREF: S:\ 1211 \016 \dwgs \12110161— COPY.dwg XREF: S: \1211 \023 \dwgs \Title1.dwg XREF: S:\1211\023\dwqs\023bs.dwg SHEET NO.: (Cn(an