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HomeMy WebLinkAbout3^D b Brick PROPERTY LINE ---------------- CONSTRUCTION LIMIT LINE - - - - - - -- - - - EXISTING MINOR CONTOUR UNE TO CHANGE — — — EXISTING MAJOR CONTOUR LINE TO CHANGE ------------ EXISTING MINOR CONTOUR LINE (UNCHANGED) — ------ 4 p Q A.: 83o T5+ EXISTING SPOT ELEVATION (UNCHANGED) I I � ------------- --- - ---- EXISTING SANITARY SEWER W/STRUCTURE - - - - - - UE - -- - --UE - 3 ss I _ - - - OET - - - - - - OET - .2 - - - - - UT - - - - - - LIT- EXISTING BURIED TELEPHONE ------G------G— EXISTING GAS MAIN 1 \� 4 1 IA> — — — — EXISTING PAVING TO BE REMOVED Z O LTJ U � LU QJ I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I i I U C O U I I I --4-- M 0 I II II I ;i .......... `.• Io• I SITE PREPARATION PLAN SCALE: 1" = 3 0 ' 0' 15' 30' 60' SCALE: 1" = 3 0' NORTH --0 PREPARATION PLAN NOTES C CONSTRUCTION LIMIT LINE L LIMIT OF PROPOSED OFFICE BUILDING. P PROTECT EXISTING CONSTRUCTION OR UTILITY TO REMAIN. O1 REMOVE EXISTING STREET SIGN. O REMOVE EXISTING CONCRETE CURB, OR ISLAND. SAWCUT TO NEAREST JOINT PAST LIMITS OF REMOVAL AND REMOVE UP TO THAT JOINT. SAWCUT ASPHALT ALONG CURB FACE. O3 REMOVE EXISTING ASPHALT PAVEMENT. SAWCUT FULL DEPTH IN A STRAIGHT LINE WHERE ADJACENT IS TO REMAIN. O4 REMOVE EXISTING TREE. O5 STRIP SOD AND REMOVE TOPSOIL. O6 CONTRACTOR TO VERIFY MAXIMUM LOADS ALLOWED ON TOP OF OR ALONG THE SIDES OF THE EXISTING TUNNEL. CONTACT STRUCTURAL ENGINEER. IF NECESSARY THE CONTRACTOR MAY BARRICADE THE TUNNEL AREA. O7 CONTRACTOR MUST BE AWARE OF EXISTING STORM LINE AND BURIED UTILITIES SO TRAFFIC LOADS DO NOT DAMAGE THE UTILITIES. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. PREPARATION GENERAL NOTES 1. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF WATER, ELECTRIC, OR GAS METERS (UNLESS OTHERWISE NOTED) WHEN THE METERS ARE READY FOR REMOVAL, AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH LOCAL REQUIREMENTS. 2. THE EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING THESE LOCATIONS AND ANY DAMAGE WHICH IS DONE TO SAID UTILITIES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO STUDY THE PLANS AND VISIT THE SITE TO DETERMINE THE ITEMS THAT MUST BE REMOVED TO COMPLY WITH THE SITE DEVELOPMENT PLANS. NO EXTRA FEE WILL BE PND FOR THE REMOVAL OR RELOCATION OF ANY ITEM NOT LISTED THAT IS VISIBLE UPON A SITE VISIT. THE DEMOLITION LEGEND AND NOTES ARE INTENDED TO SIMPLIFY THE DRAWINGS, AND DOES NOT GUARANTEE THAT ALL ITEMS ARE ADDRESSED. 4. REMOVE FROM SITE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS IN A LEGAL MANNER. 5. NO BURNING OF ANY MATERIAL, DEBRIS, OR TRASH ONSITE WILL BE ALLOWED, EXCEPT WHEN ALLOWED BY APPROPRIATE GOVERNING AUTHORITY AND OWNER. IF ALLOWED AS STATED ABOVE, BURNING SHALL BE PERFORMED IN A MANNER PRESCRIBED BY GOVERNING AUTHORITY. ATTEND BURNING MATERIALS UNTIL FIRES HAVE BURNED OUT AND HAVE BEEN COMPLETELY EXTINGUISHED. 6. TRANSPORT MATERIALS REMOVED FROM DEMOLISHED STRUCTURES WITH APPROPRIATE VEHICLES AND DISPOSE OF OFFSITE TO AREAS APPROVED FOR DISPOSAL BY GOVERNING AUTHORITIES AND APPROPRIATE PROPERTY OWNERS. 7. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL DEMOLITION PERMITS. S. STRIP TOPSOIL FROM ALL AREAS TO BE DISTURBED BY CONSTRUCTION OPERATIONS OR MATERIAL STORAGE. 9. ALL EXISTING SITE IMPROVEMENTS MUST BE REMOVED FROM THE SITE. PRIOR TO CONSTRUCTION THE DEMOLITION CONTRACTOR IS TO NOTIFY THE ENGINEER WHO PREPARED DEMOLITION DOCUMENT IF THERE ARE ANY DISCREPANCIES. 10. THE CONTRACTOR SHALL TAKE EXTREME CARE TO AVOID DISRUPTING THE EXISTING BUILDINGS AND RELATED BUSINESSES ADJACENT TO THE SITE. 11. THE CONTRACTOR SHALL CONFIRM THE EXTENTS OF EXISTING UTILITIES ON THE SITE AND ENSURE THAT THE WORK SHOWN ON THESE PLANS WILL NOT ADVERSELY AFFECT UTILITIES AND DRAINAGE PIPES SERVING OTHER BUILDINGS IN THE VICINITY OF THIS SITE. 12. REMOVAL OF THE EXISTING ASPHALT PAVEMENT INDICATED IN THE PROPOSED PAVED AREAS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. SAW CUT AREAS CLEAN, NEAT, AND TRUE TO UNE SO NO CHIPPING OR BREAKING OF THE EXISTING PAVEMENT OCCURS. 1*614 :I IC — — PROPERTY LINE ---------------- CONSTRUCTION LIMIT LINE - - - - - - -- - - - EXISTING MINOR CONTOUR UNE TO CHANGE — — — EXISTING MAJOR CONTOUR LINE TO CHANGE ------------ EXISTING MINOR CONTOUR LINE (UNCHANGED) — ------ EXISTING MAJOR CONTOUR LINE (UNCHANGED) Q EXISTING SPOT ELEVATION TO CHANGE 83o T5+ EXISTING SPOT ELEVATION (UNCHANGED) - - - EXISTING STORM SEWER ------------- --- - ---- EXISTING SANITARY SEWER W/STRUCTURE - - - - - - UE - -- - --UE - EXISTING BURIED ELECTRIC - - - OET - - - - - - OET - EXISTING OVERHEAD ELECTRIC/TELEPHONE - - - - - UT - - - - - - LIT- EXISTING BURIED TELEPHONE ------G------G— EXISTING GAS MAIN -----wm EXISTING WATER MAIN — — — — EXISTING PAVING TO BE REMOVED HOLEY MOLEY SAYS, "DON'T DIG BLIND" 1-800-382-5544 CAL_ TOL_ FRE_ 1-800-428-5200 =09 CALLS OUTSIDE OF INDIP\iA Owner: CAkMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 220 Carmel, Indiana 46032 317.571-2787 Architect: PEDCOR DESIGN GROUP Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: CSO Architects ARCHITECTURE • INTERIOR DESIGN 280 East 96th Street, Suite 100 - Indianapulis, Indiana 46240 Main 317.848.7800 • Fax 317.574.0957 cscinc.net North Parcel 7-eyplan N Project: 1 ry U Lu � Q LU Lu U = OC ~ Q X 0. O m N Ce) Z O LTJ U � LU QJ CIO Z v W (DE a) Z Z L 0 U Z J O W o0 V W Q U LL J_ LL COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED,EXHIBITED, PHO I OGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTAjN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND FEE _ COR DE516N GROUP, '_LC c COPYRIGHT 2006. 2007, 2008. 2009. ,LAMES R. STUTZMAN. AIA, CARMEL IN. BID SET No.1 SHELL &CORE Print ate Sheet Issue Date 9/14/09 9/15/09 Drawn By Checked By KIRT GSS Last Revision Date: O N O O O L Project Number: Sheet Title: SITE PREPARATION PLAN Sheet Number: C100