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HomeMy WebLinkAbout15L_ O_ rn N 04 6 E 0 IL 0 X11 FOR CONTINUATION SEE SHEET 104 MATCH LINE a a 40' SET BACK BID ALTERNATE TO INCLUDE ENTRANCE IMPROVEMENTS FROM "CONSTRUCTION UNE' TO PROPOSED ROUND -A -BOUT DESIGN. 10' ASPHALT PATH Em 423.6' N: 1 26.5' PROPOSED BUILDING SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS U GH -T, POLE O 20 / 5R 3'R \-J3 � �O J LIGHT POLE K j _ F = x.01 `.01 POLE(D .01 0. .01 LIGHT POLE Q 27 x.01 L=34.70' R=115.00' .01 / 27 \ iso 5'R 26 °, O22 , � G �O� LIG POLE= / 20 5R 5.5?_4 LIGHT POLE \ �. 4.5'R \ � _ (A50 �\ 12 9°, II ' 3'R 5,R 1-11111 LL11 I11��111��11 B �, o ` o G \ G NN FSI `s� `�� I-�-- # 40' SET BA( TYP A © I I to I 1 I I A A 231 ) 54.0' I 1 .1 — �- 2-J27.: r r ry rMir, WAI V (Tn F • Y Know whafe MOW. Call before you dig. 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB 0 30' 60' AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. 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. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ZD 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF J BUILDING FOUNDATION WALL. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS LLJ AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE LTJ TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL (l) JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR Z LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 0 1— 10. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING Q MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. Z o TL,1Fcravlq=) Existing Utility Pole L� Existing Fence Concrete 4 6" Straight Curb 0803 �B Edge of Pavement © 7 Concrete Sidewalk C8o3 Handicap Ramp 17 C803 11 QE Handicap Parking Sign C8o3 QF Heavy Duty Pavement— Light avement Light Duty Pavement C8o3 0 o Q 42" Chain Link Fence 00 ,11IN C803 @ Grass Pavers 13C8o3 Light Pole © Heavy Duty Concrete Pavement _7T ® Prayer Path Concrete Steps © Ex. 6" Straight Curb ® Ex. Edge of Pavement Ex. Concrete Sidewalk (D Ex. Pavement (to remain) x x (D Decorative Building Fencing 0o Standard Parking Spaces — 9'x18' 0o Standard Parking Spaces — 9'x20' 9 A ADA Parking Spaces — 8'x20' 8C8o3 cao3 (A.D.A. REQUIREMENTS) NOTE: PAVEMENT WITHIN RIGHT—OF—WAY TO HAVE FOLLOWING CROSS SECTION: 1651/Sys. HMA Surface, Type C on 275#/Sys HMA Intermediante, Type C on 8801/Sys HMA Base, Type C BASE BID TO INCLUDE CONNECTIONS AT EACH ENTRANCE TO THE EXISTING ROAD BID ALTERNATES TO INCLUDE ROAD WORK FROM "CONSTRUCTION LINE" AT ENTRANCES TO THE ROUND—A—BOUT DESIGN. ROUND—A—BOUT DEPICTION IS FROM INFORMATION PROVIDED BY THE HAMILTON COUNTY HIGHWAY. TAC COMMENTS STATE THAT ROUND—A—BOUT LOCATION IS TO MOVE. CHURCH IMPROVEMENTS WITHIN RIGHT—OF—WAY WILL BE CONSTRUCTED AS PART OF THE HAMILTON COUNTY HIGHWAY ROUND—A—BOUT PROJECT. EXISTING CONCRETE SIDEWALK WILL REMAIN AND BE REPLACED WITH 10' ASPHALT PATH AS PART OF THE ROUND—A—BOUT PROJECT. W Z C QC>Uj __j C ->o p U 3 w Z U Uj_� �000a U p W CJ p � U p � � o CD — 5oov w N M suUiiii ��� •GAS TEi�F �� �% a No. �= 890.258 W= STATE OF j�fr �NDI..... ? till HIM DATE: 12/18/09 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.(2009AI Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co co V1 � co H C O A Q z 0 W w O d � w ZE-- P4Cn Cn W o � 1—i w x � CD E— w x H �