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HomeMy WebLinkAbout72-01 C102 SIte PlanO U I— W W Cn W W C/) z 0 Q z F= Z O U 0f O 11 0 0 R, ici 0 ti c .r, C_ tl C7) 3 N O U cn Oi 3 0 O CID co / m Y M / ( aU1qa1LA i t ' W(C)TIES 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND HOLEY MOLEY SAYS 3 CHAIRBACK CURB ARE TO FACE OF CURB. DON'T 6" Standing Curb 0802 DIG I 2• ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE 2' Roll Curb 4 TO BACK OF CURB BLIND" C802 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO c Roll Curb Wheelchair Ram 6 VERIFY ALL EXISTING UTILITIES AND CONDITIONS p C802 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF 0 Straight Curb Wheelchair Ramp 22 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR C802 EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 5 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE "IT'S THE LAW" I E 4 Concrete Service Walk C802 PLANS OR IN THE FIELD BEFORE WORK IS STARED OR RESUMED. CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 0 5' Concrete Service Walk 5 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH CALL TOLL FREE C802 LOCAL GOVERNING AUTHORITIES. PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE 0 9'X20' Parking Spaces— 11 Shown 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING ASSUMED NORTH O CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. H 22 DAYS BEFORE COMMENCING WORK. Asphalt Pavement C802 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE SCALE: 1"=20' PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 0 Concrete Pavement r2 1 STANDARDS FOR WORKER SAFETY. C802 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF Existing f5'Walk to be Removed^ to Irnstall THE BUILDING FOUNDATION WALL. J E CITY CENTER DR SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 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, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS. CJ H Ce w 0 s W C" crime zo 0 �F 5M w m 0f _: GISTER _'orr, Q` 6 No. 9800085 �?� '• STATE OF 0 IONAL E�G���• 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. (2001) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 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.: O 3696.001 U CHECKED BY: F- SHEET 1I1LE: QTrPV DT A AT T_ Cn Cn Z O 1— Q z z U O L.i CJ H Ce w 0 s W C" crime zo 0 �F 5M w m 0f _: GISTER _'orr, Q` 6 No. 9800085 �?� '• STATE OF 0 IONAL E�G���• 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. (2001) THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 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.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET 1I1LE: QTrPV DT A AT