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HomeMy WebLinkAboutC101 Phase 1 Site Plan2 SOUTH LINE SW 1/4 SEC. 28 —N18T —R3E N89'14'42 "E N90'00'00 "W 248.10' SW COR. E. 1/2, SW 1/4 SEC. 28 —N18T —R3E 1/4" IRON ROD 0.4'S 0.8' E EAST LINE W. 1/2, NW 1/4 SEC. 33 —N18T —R3E PROPOSED BRENWICK BUDDING EXISTING VILLAGE OF WESTCLAY VILLAGE CENTER BLOCK "D" (z) C\- FUTURE VILLAGE OF WESTCLAY MEETING HOUSE 3 4 N89'51'51 "E s 4 4. 80.83' 5 5 ci 6 6 7 8 LAND DESCRIPTION A part of the Southwest Quarter of Section 28, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows:_ Commencing at the Southwest corner of the East Half of the Southwest Quarter of said Section 28, thence North 00 degrees 23 minutes 44 seconds West 1113.15 feet; thence North 90 degrees 00 minutes 00 seconds East 248.10 to a point on the Northerly Right —of —Way line of East New Market Street in the Village of WestClay Section 3004 also being the Point of Beginning; thence North 44 degrees 51 minutes 51 seconds East 81.81 feet; thence North 89 degrees 51 minutes 51 seconds East 80.83 feet; thence South 00 degrees 08 minutes 09 seconds East 82.71 feet; thence North 89 degrees 51 minutes 51 seconds East 18.50 feet; thence South 00 degrees 08 minutes 09 seconds East 18.17 feet; thence South 89 degrees 51 minutes 51 seconds West 8.53 feet; thence South 44 degrees 51 minutes 51 seconds West to said Right —of —Way line 74.69 feet; thence along said Right —of —Way line North 45 degrees 08 minutes 09 seconds West 135.53 feet to the Point of Beginning containing 0.333 acres more or less. AREA FOR FUTURE BUILDINGS AND /OR EXPANSION OF COMMON PARKING LOT 8 178.50' EXISTING VILLAGE OF WESTCLAY VILLAGE CENTER 9 9 10 10 13.50' 6" Chair Bock Curb 0 Asphalt Pavement 0 Concrete Dumpster Pad 0 6 Chair Back Curb w/ Revers Gutter 6' Concrete Service Walk 0 6' Concrete Curb and Walk O c Edge of Pavement 0 Trash Dumpster w/ Enclosure O Landscaping 11 Light Pole ORSEFERRY ROAD 11 7 12 12 Traffic Flow Arrow 13 EXISTING VILLAGE OF WESTCLAY VILLAGE CENTER BLOCK "D" 52. 4F' 13 0 9'x18' w/ 2' Overhang Parking Spaces -48 (FOR HANDICAP) 16'x18' w/ 2' Overhang Parking Spaces -2 L AREA FOR FUTURE BUILDINGS AND /OR EXPANSION OF COMMON PARKING LOT 14 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. 11331ENCIFILMIAIRIK, TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 PROPOSED BRENWICK OFFICE BUILDING S89`51'51 "W 8.53' N89'51'51 "E 68.00' 190.00' 136.00' 178.00' AREA FOR FUTURE BUILDING`. EXPANSION Of COMMON PAR -4-- ./r 51.00' 4_ 42.00' 20.40' 0.23' 14 ASSUMED NORTH SCALE: 1"=20' 0 C� CO NO E: REDUCE EX STING 6" CHAIR BACK CURB TO 1" VALLEY CURB. 15 15 14-aarirliEs ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND CHAIRBACK CURB ARE TO FACE OF CURB. 2. ALL RADIUS 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 HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR 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 THE BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS BUILDING SQUARE FOOTAGE. 9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 10. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND CONTRACTION JOINTS LOCATIONS. Revisions 000 iNrrra� 4.//s,, No. r 1 +.w r 9800085 STATE OF �/0 Nat k;71040 CERTIFIED BY TF S DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS (MIMED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCIMEIDE:R CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN MOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1999, The Schneider Corporation r me Schneider L J Corporation 12726 Hamilton Grossing Blvd. Carmel, Indiana 46032 317 -574 -3797 317 -574 -3799 Fax Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson Assoc. Date Project No. 08/06/99 1 1238.005 Computer Files J: \1238\005 \DWGS \C101.DWG XREF: 005BS.DWG, 30O46S.DWG XREF: MID -BS -E.DWG BRENYICK DEVELOPMENT CO. Brenwick Building Village of WestClay PHASE 1 SITE PLAN Drawn MG Sheet No. Engineering Surveying Landscape Architecture GIS LIS Geology Approv. IC MIL D c B A F E K J H