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Home My WebLink About018_VS101 - FOUNDATION PLAN.pdf2 2 1 1 x14 x14 A A xL xL xK xK xJ xJ x15 x15 8 6 6 J.2 J.2 14 14 15 15 71' - 0" 9' - 0"31' - 0"40' - 0"2' - 8" 71' - 0" 9' - 0"31' - 0"40' - 0"2' - 8"PC2424PC2424PC2424PC2472PC2448PC2424PC2424PC2424PC2424PC2424PC2424PC2424PC2424PC2424PG4 PG6 PG4 PG6 PG6 PG4 PG6 PG6 149' - 8 3/8"30' - 0"2' - 8"30' - 0"30' - 0"9' - 10 1/8"5' - 8 1/2"14' - 5 3/8"25' - 4 3/4"34' - 3 5/8"1 VS301 1 VS301 3 VS301 2 VS301 VCW16 GB2 GB2 GB2VCW12GB2 GB2MW12MW12WF24WF245 VS302 10 12 32' - 8 1/4"32' - 11 3/8" 4"GB2GB3GB3GB3GB36' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0" VSOG8N T/SLAB -13' - 9" PG3 VCW16 VCW16 VCW8 VCW8SW VCW16VCW1655' - 4 3/4"T/PG -16' - 4"PC24247 VS404 8' - 10 3/8"9' - 5 1/4"12' - 4"9' - 6 1/2"6' - 6"10' - 3 1/8"12' - 0 5/8"10' - 3 7/8"10' - 8 7/8"11' - 1 1/2"10' - 9 3/8"VCW24T/F -24' - 11"T/F -24' - 11" DRILL & EPOXY FTG REINF 12" INTO EXISTING T/WALL +(MATCH EXISTING) T/EX SLAB -(16'-10") HIGH -(43'-2") LOW SEE ARCH DWGS FOR BUILDING DEMOLITION REQ'D THIS AREA - FOUNDATIONS ARE TO BE ABANDONED IN PLACE WHERE THEY DO NOT INTERFERE WITH NEW FOUNDATIONS. T/PG -19' - 9" EX PG8 EX PC2424EX PC2424EX PG5 EX P3264 BUILDING FOUNDATIONS NOT SPECIFICALLY CALLED OUT ARE PART OF BUILDING PROJECT (BY OTHERS)EX PC2424T/PG -32' - 9" T/PG -19' - 9" EX PG6 MAT FOUNDATION 6 VS404 5 VS404 1 VS404 3 VS404 2 VS404 EX PG4 4 VS404 3 VS302 8"2' - 8"7' - 6" 3' - 9"3' - 9" T/MAT -19' - 9" T/PG -19' - 9" T/PG -19' - 9"3' - 3"3' - 3"4' - 9 1/4"4' - 9 1/4"6' - 2"6' - 2"4' - 8 5/8"4' - 8 5/8"10' - 0"5' - 6 5/8"12' - 5 3/8"10' - 6"11' - 8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"5' - 1 7/8"T/PG -19' - 9" T/PG -19' - 9" T/PG -19' - 9" T/PG -19' - 9" T/PG -14' - 10" T/PG -19' - 9" 1' - 0" 3' - 0" VSOG12N T/SLAB -18' - 9" VSOG12N T/SLAB -18' - 9" VMAT50 ONLY VMAT50 ONLY ACP-16 TYPICAL 8' - 2 3/8"6' - 0"1' - 9" 2 VS302 1 VS302 4 VS302 VCW24 T/PG -19' - 9" 6' - 0"4' - 0" GB3 GB3CW12WF24 PILE LAYOUTPILE LAYOUTACP-18 ACP-18 3' - 3"3' - 3" VMAT50 VMAT50 VCW12 VCW12 VCW10 VMAT50 VCW10 SEE ARCH FOR EXTENT OF STAIR EXTENSION AND ENCLOSURE IF REQD VCW168"VS404 8 VS404 9 VS404 10 8.8 REF DL=175K LL=77K TL=252K REF DL=209K LL=93K TL=301K REF DL=363K LL=165K TL=528K REF DL=309K LL=113K TL=422K REF DL=607K LL=257K TL=865K REF DL=380K LL=145K TL=525K T/SLAB -20' - 4" VSOG9N BELOW BY FOUNTAIN CONTRACTOR. SEE PLAN NOTES. PILES AND CAP INSTALLED UNDER PREVIOUS BUILDING PROJECT PILES AND CAP INSTALLED UNDER PREVIOUS BUILDING PROJECT PILES AND MAT INSTALLED UNDER PREVIOUS BUILDING PROJECT SEE PLAN NOTES FOR WATERPROOFING ADMIXTURE FOR ALL WALLS AT CARMEL STEPS.PILE LAYOUT2' - 0" 1' - 3" PILE LAYOUT 4"1' - 0"1.7 1.7 9' - 6"T/P -19' - 9" EX T/MAT -19' - 9" VCW16 GRADE BEAM LAYOUT WALL LAYOUTWALL LAYOUTSEE NOTE 7 SEE NOTE 7 T/F -15' - 6" T/F -15' - 6"T/F -15' - 6" NOTE: EXISTING SHARED FOOTINGS SHOWN ARE NOT TO SCALE. FOOTINGS BEAR ON GEOPIERS ON GRID 15 AND ARE SHARED WITH ADJSCENT GARAGE PROJECT. ALL WALL JOINTS ASSOCIATED WITH CARMEL STEPS TO HAVE PVC WATERSTOP IN KEYED JOINTS SEE 1/VS402 SEE 2/VS402 SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c E R 28 22 16 H 11 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15102 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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 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. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) MEI 15102 KEY PLAN VETERANS WAY SCALE: NTS By: Developer: Project: PLAN NORTH VETERANS WAYEXTENSIONCarmel, IN 46032FOUNDATION PLAN VS101 CONSTRUCTION DOCUMENT KLS JRH 04/29/16 04/29/16 SCALE: 1/8" = 1'-0" FOUNDATION PLAN FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE FROM T/DT TOPPING +0'-0" = 848.00 MSL. UNO. 2. SEE SV401 FOR GENERAL NOTES. 3. SEE SV402 FOR SCHEDULES. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 5. COORDINATE BALLAST SLAB FOR FOUNDATION TANK BELOW CARMEL STAIRS WITH FOUNTAIN CONTRACTOR. 6. ALL WALLS FOR CARMEL STEPS TO BE CAST WITH INTEGRAL XYPEX ADMIXTURE. 7. SEE ARCHITECTURAL FOR VENEER WRAPS ON COLUMNS ON GRIDS 14 & 15. 0 1'4'8'16'2' PLAN NORTH No. Date Description CCC Phase II, LLCCCC Phase II, LLC CCC Phase II, LLC CIP WALL AND COLUMN AT xL/2 INSTALLED UNDER PREVIOUS BUILDING PROJECT UP TO DT BEARING. THE BALANCE WALL ABOVE INSTALLED UNDER THIS CONTRACT.