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HomeMy WebLinkAboutC102 SITE DEMOLITION PLANCONSTRUCTION LI M ITS I I I I I I I I I I I I I I I I I — Emergen y Generato Fuel —� — — — — OI Tank \Cellula\ r L6 I \Tower I ' T � 0 I I I I I I I I I I I I I I 1 I I \ I I I I I I I I I I I I I I I I Do 2 5 � I / "`p`� I I I I I I I I I I I I I I I • 7, ;-;-;-;-;-;-;-;-+-;-+-;-+-;- --+-+-+-, II —837� .-+-+-+-+-+-+-+-+-+-+-+-+-+-+- -+ +-+-+- ' I IIIII 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 City of Carmel I +-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+-+-+-+-+ - - �Q n ry 36" Con ' +-+-+-+-+-+-+-+-+-+-+-+-+-+-+---+-+-+-+- Water Tower cs • 48 ' � Inlet " Building Paved Ditch I I I I I I I I I I I I I I I +-+-+-+-+-+-+-+-+-+-+-+-+-+-+- F. F. E=835.0, / Metal Grate �, ,� INLET PROTECTION agam/ — ' ' Masonry w Controls �� - -- Building I F.F.E=834.8 � concrete Inlet / CONSTRUCTION -------- (concrete) Rim=837.50 brkk LIMITS "Ila BY -OTHERS rr3 Inv(S)=832.67 column r III -IN T FEWE T4 I 4 T - - = 837 - - C CL CL 0.�6 CL CL $� CL L C� o / 6 CL CL CL CL CL - / r 9 e e o / \ concrete M Irv=832.0—— 835 4 1 U / 00 12' �-'835 - - - - - - - - 834 - - - - - - - - - / I o 1 M \ \ �834— ---------------833----------------- V� — — — — _ — — — — — — — — — — — — — — — 833 - - 832 6" conc e t e 6 1 \ --- _ ---- I I I chain—linl� \ �--/-------------- — �—frw- --- ��_—_ c Arb (asphalt) �fenc—�/ ------ - _line_----� — — — 1 �IDO M � 00 ,, (dirt) °° \ - - — _ _ _ _ - - - _ - J INLET PROTECTION -------- - - - - - - _-- /1 �I 5 coM------------------------ �IIIIIIIII� � � I � Inlet I �� Rim=829.26 Inv S = 23.53 ILTER SOCK I (dirt) \ \ W , I (d i rt) -%V — W I / I I I \ 3 0 I 0 II 1 \\\ \ '1� 0 r W I I \\ I ] I II �I 1-1 `v I Z I I �I (n\ \ W 'U0 \ \ � \ > 4 I 0CY) \ \ Q I \ \ r I \ X o i (dirt) I I r I \\I 6' chain —link \ fence I \ I (dirt) X 'I ' \\ FILTER SOCK 'I I I II 3 � 6"I X concrete I I I cijrb \ I INLET PROTE&ION I I I \ I I \ I I 23' i 2 4' \ I / Beehive Inlet r I 5 1 / Rim=828.44 3 1 (asphalt) \I \ I / / / " Inv(N)=823.07 I Inv(E)=823.04 I 1 N (dirt) i I / M 01 I I i of // I / / w ��00 O I 1 U I / fence sate ---- CL / SILT FENCE I I ;W / I0 I I I II I I I CL I I I I I III / I LU chain —link IiI fence I I I \ (dirt) ►�I�I�I�I��I�I�� J r SILT FENCE ed e — CONCRETE WASHOUT —CL CL CL CL CL CL CL CL CL CL concrete TEMPORARY CONSTRUCTION ENTRANCE I (dirt) CONSTRUCTION LI M ITS (dirt) / 6" conc ete c uI rb I I I III I I / I I I II et I / nc 6" concr curb (brick) SILT FENCE I CONS LI M IT(, 0 Q W 0 m Z 0 Z 0 2 SILT FENCE 6" col curb ed br DEMOLITION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY OR STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LOCAL AUTHORITIES STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH THE RESPECTIVE UTILITY PROVIDERS PRIOR TO STARTING ANY CONSTRUCTION. 3. PROVIDE BARRIERS OR OTHER PROTECTION TO KEEP VEHICULAR AND PEDESTRIAN TRAFFIC FROM CONSTRUCTION AREA. 4. REMOVE ALL STRUCTURES, SUPPORT COLUMNS, FOOTINGS, ASPHALT PAVING, CONCRETE CURB, SIDEWALKS, CONCRETE PADS, TREES, STUMPS, HEDGES, UTILITIES, AND OTHER EXISTING SITE FEATURES WITHIN LIMITS OF DEMOLITION. ALL DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED AND DISPOSED OF IN A MANNER ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION. 5. CALL "811", OR 1-800-382-5544, 72 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR SHAL BE RESPONSIBLE FOR MARKING & LOCATING PRIVATE UTILITIES INSIDE AREA OF NEW CONSTRUCTION IF THOSE UTILITIES ARE NOT MARKED OR LOCATED BY "HOLEY MOLEY". 6. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE. SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT NO COST TO THE OWNER. 7. EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM ORIGINAL SITE DRAWINGS AND TOPOGRAPHIC SURVEY. EVERY ATTEMPT HAS BEEN MADE TO SHOW ALL UTILITY LINES WHERE THEY EXIST. CONTRACTOR SHALL TAKE EVERY PRECAUTION IN EXCAVATING FOR NEW UTILITIES SINCE ACTUAL UNDERGROUND UTILITIES MAY NOT BE AS SHOWN. CONTRACTOR SHALL MAKE HIMSELF THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES. 8. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. ANY INTERRUPTION IN SERVICES MUST BE SCHEDULED WITH THE OWNER 48 HOURS PRIOR TO THE INTERRUPTION. 9. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT ALL LINES ENCOUNTERED DURING CONSTRUCTION. 10. ALL CATCH BASIN AND MANHOLE FRAMES AND COVERS SPECIFIED TO BE REMOVED SHALL BE SALVAGED, CLEANED AND INSPECTED. IF THEY ARE DEEMED SOUND, THEY MAY BE REUSED AT LOCATIONS APPROVED BY ENGINEER. 11. PROTECT ALL TREES AND SHRUBS NOT SCHEDULED FOR REMOVAL. DO NOT OPERATE EQUIPMENT, STORE, STOCKPILE, OR PARK WITHIN DRIP LINE OF PLANTS. HOLD NECESSARY DISTURBANCE TO A MINIMUM. 12. REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO THE ENGINEER PRIOR TO CONSTRUCTION. DEMO LEGEND INDICATES REMOVAL OF EXISTING TREE INDICATES REMOVAL OF EX. STORM PIPE X X X X X X X X X X KEY NOTES E❑ REMOVE EXISTING TREE �2 REMOVE EXISTING STORM STRUCTURE �3 REMOVE EXISTING STORM PIPE E❑ OVERHEAD LINES TO BE REMOVED BY UTILITY CO. �5 REMOVE EXISTING FENCING AFTER CONSTRUCTION �6 REMOVE EXISTING SIGN EROSION CONTROL LEGEND w INLET SILT PROTECTION (SEE DETAIL ON SHEET C402) CONCRETE WASHOUT (SEE DETAIL ON SHEET C402) TEMPORARY CONSTRUCTION ENTRANCE (SEE DETAIL ON SHEET C402) INDICATES CONSTRUCTION LIMITS CL FILTER SOCK (SEE DETAIL ON SHEET C402) SILT FENCE (SEE DETAIL ON SHEET C-402) FLOODPLAIN NOTE: No one hundred (100) year floodplains, floodway fringes, and floodways, established or identified in accordance with the City of Carmel Flood Hazard Area Ordinance exist on the site. NOTE: CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CURRENT STATE OF SITE AT TIME OF BIDDING. CARM F I PEDCOR DESIGN GROUP LLC Architecture / Project Management 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: �``` p •8 • HUF J� 910023 STATE OF •ram / till I By: Developer: P E D C O R a aem&x DEVELOPMENT CO. Project: 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 ORIGINALAND PUBLISHED 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, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01/30/2023 03/30/2023 Drawn By Checked By DBH RDM Last Revision Date- 03/30/23 - CARMEL REVIEW Project Number: 21071.001 Sheet Title: SITE DEMOLITION PLAN Sheet Number: N EXISTING CONDITIONS PLAN SCALE: V = 20' 1���inaiana�s�� • • below. Call before you •• C102