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HomeMy WebLinkAbout03100003 Hazel Dell Corner, Lot 4 Phase II Construction Plans Pg. DDATE. 10/03/)3 PROJECT NO.. 904.007 DRAWN BY. CWD CHECKED BY: JES SHEET TITLE: DEV:,LOPMENT PLAN DRAWING FILES: R:\904\007\D1h s \C102 XREF: 007BS XREF: 005 -TAB' XREF: R: \904 \t )5 \DWGS \06BSOV XREF: R: \904 )5 \DWGS \904005TP XREF: R: \904 V )5 \DWGS \OO5BS SHEET NO.: C 02 PROPOSED D. U. E. n2 NI T& 771.50 Gil 772 20 TC 771.70 GU PROPOSED BUILDING DOOR 5,100 S.F. FFE 772.50 DOOR 1772.501DOOR I 0 73 81 772 20 TC °2 Q 77} 5 r-' 1�� 771 772 30 1��1.�. �0► 770.65 GU 1771.60 GU 771 90 TC 771.40 GU 771 65 TC 771.15. GU ADJUST CAS11Nt TO MATCH PROPO GRADE 772 25 TC 771.75 GU 772.10 TC 771.60 772.08 TC 771.58 GU 0 TC 70 GU 1 25 TC 770 75 GU .08 TG 85 TC 69 a TC 69.35 GU 9.90 T 770.60 TC 770 50 GU 5 TC 0.35 GU 772.38 TC 772 05 151 ®i DOOR_......._ l 1� IN 111/1 r 11 771, IMIIIIIIIIIMIIIIIMilla 771. _m ..gym -mm1. i mil on 1111141.2 TC [fU Am t ir 771.10 TC 770 60 GUT 772.25 .TC 771.75 GUT 772.50 T� 772.00 GUT PROPOSED D.' &,U, E. 772 20 TC ME 771 70 GU ME ME 770.64 TC ME 770.64 GU 771 13 TC 770 63 GUT GRESS EGRESS EASE 770 25 TC 769.75 GUT 769 81 TC 759.31 GU 98 9 RELOCATE DOMING SWALE AS NEEDED FOR PARKING CONSTRUCTION. MAINTAIN POSITIVE DRAINAGE TO POND. 769 44 TC 768 94 GU INSTALL TEMPORARY STONE PATH 5EE DETAIL .ON SHEET C101, EXTEND EXISTING PATH ON 131st ST. INSTALL TEMPORARY STONE PATH; SEE DETAIL ON SHEET C101 HOLEY MOLEY SAYS c DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=30' SPECIAL NOTES FOR DOWNSPOUTS: 1. ALL DOWNSPOUTS SHALL BE CONNECTED INTO THE STORM SEWER SYSTEM. 2. ALL DOWNSPOUT CONNECTIONS SHALL BE PVC -SDR 35 SEWER GRADE PIPE WITH EACH RUN TERMINATING IN A TYPE II CLEANOUT EXTENDED TO FINISH GRADE. 3. DOWNSPOUT PIPING SHALL BE 6" FOR 2 OR LESS DOWNSPOUTS OR 8" FOR 3 OR MORE DOWNSPOUTS. ALL PIPES SHALL HAVE A SLOPE OF 1% OR GREATER. 4. ALL DOWNSPOUT PIPES SHALL HAVE A MINIMUM OF 3' OF COVER. 5. ALL DOWNSPOUT TRENCHES SHALL BE BACKFILLED WITH COMPACTED GRANULAR BACKFILL. 6. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND BOOT DETAILS. PRIVATE UTILITIES CARMEL GAS ELECTRIC Indiana Gas Company 15900 Allisonville Road P.O. Box 1700 Noblesville, IN 46060 (317) 776 -5533 TELEPHONE CABLE TV Ameritech 5858 North College Avenue Indianapolis, IN 46220 (317) 252 -4275 WATER STREETS Carmel City Utilities I Civic Square Carmel, IN 46032 (317) 571 -2442 Cinergy 1441 South Guilford P.O. Box 876 Carmel, IN 46032 (317) 581 -3040 Jones Intercable 516 East Carmel Drive P.O. Box 668 Carmel, IN 46032 (317) 848 -4726 STORM SEWER SANITARY SEWER Carmel City Utilities 1 Civic Square Carmel, IN 46032 (317) 571 -2442 PRIVATE Utility Hotline: within Indiana 1- 800 382 -5544 outside indiana 1- 800 428 -5200 T.B.M. 2 T.B.M. 3 NOTE: NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. IBIENCIEMAJR.K_ 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT 1005 ELEV.- 779.91 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHENER DITCH ON HAZEL DELL RD. STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. GrIEINDERA NKCYT1ES 1. ALL TOPSOIL AND VEGETATION SHALL BE STRIPPED AND PLACED IN TOPSOIL MOUNDING AREAS SHOWN ON THE PLANS. FINAL HEIGHT OF MOUNDS CAN BE ADJUSTED TO BALANCE EARTHWORK ON SITE. 2. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL UTILITY CONNECTIONS TO THE BUILDING. LOCATIONS OF INDIVIDUAL SERVICE CONNECTIONS AND EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR BASED ON THE MECHANICAL PLANS. 3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCON- TRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. ALL UTILITY COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 7. CONTRACTOR SHALL COORDINATE WITH OWNER TO INSURE PROPER TESTING FOR ALL SOIL COMPACTION AND RELATED ITEMS AS SPECIFIED BY AN INDEPENDENT TESTING AGENCY. (000.00) 1000.001 1000.00 Existing Storm Sewer New Storm Sewer Storm Structure Number Subsurface Drain (ssD) Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Sanitary Structure Number Existing Contour Existing Elevation Proposed Finish Grades Proposed Pavement Grades Swale Grade Swale Flowline(I{) Flow Arrow Utility Drainage Esmt. Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve New Gas Main New Electric Line New Electric Telephone, and Cable Tel Lines New Telephone Line Existing Utility Pole Existing Trees Existing Fence \G c, ISTE,(?:1 No.10100357 0 STATE OF 1 4 DI ANP�� DA 10/03/03 THIS DRAWN AND THE IDEAS, DESIGNS AND CONCEPTS CON AINED HEREIN ARE THE EXCLUSIVE INTELLECTUA PROPERTY OF THE SCHNEIDER CORPORATIOI AND ARE NOT TO BE USED OR REPRODUCED, N WHOLE OR IN PART, WITHOUT THE WRITTE CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2003) Architecture Civil Eno veering Environrr ental Engineering Geotechr ical Services GIS LI' Home B ilder Services Interior )esign Land Su veying Landscal e Architecture Transpor ation Engineering Schneider THE SCHNEIDER CORPORATION Historic ort Harrison 8901 Ot 3 Avenue Indianavlis, IN 46216 -1037 Telephor 317.826.7100 Fax: 31 826.7200 www.schl eidercorp.com 11 1-1 CD Q