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HomeMy WebLinkAboutC102 Development PlanDATE: 6/18/04 PROJECT NO.: 4912.002 I I PARAGON CONSULTANTS LLC 3638 TURTLE ISLAND CT. WEST PALM BEACH, FL 33411 SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: P :\41 \4912 \002\dwgs \0101- C104.d' g Xres: P: \4k \4912 \001 \dwgs \4912001! -.dwg P: \40 4912\002 \dwgs',4912002BS.dwg -k \4912 \001 \dwgs \TOPO.dwg SHEET NO.: C 10 1 J EL )NE DATE: 6/18/04 PROJECT NO.: 4912.002 DRAWN BY: DBS CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: P :\41 \4912 \002\dwgs \0101- C104.d' g Xres: P: \4k \4912 \001 \dwgs \4912001! -.dwg P: \40 4912\002 \dwgs',4912002BS.dwg -k \4912 \001 \dwgs \TOPO.dwg SHEET NO.: C 10 (819.35)GUT: 819.45 819.35 818.85 819.2 818.80 819.05 819.00 NMI 818.85 (819.651TC (81915)CUT 1819.401 TC (818.90)GUT 1819.151 818.951TC (818.45)GUT 1818.851 819.60 ITC 819.10)GUT TC (818. ,,0)GUT 819.15 5 17_ 4 819.651TC GUT F l E V 1819.501 (819.00)GUT 1819.701TC E819.20)GUT 1819.551 1819.501 1819.301 819.80 TC 819.30 GUT 18194501 819.60 81,9.25 819.85 5" 818.20 1819.351 819.20 819.3 TO 818.85 UT 819.5 TC 819.0 GUT 1819.601TC (819.10)GUT TC (818.35)0.4Y E I.'I r. 15" prp 819.35 TC (819.35)GUT; 819.95 TC (819.45)GUT G GRADE BREAK 816.48 818.95 819.25 819.6 ITC ,819.15 GUT --H 819.80 ITC (819.30)GUT GRADE BREAK_:,_ 818.30 :TIE INTO- "SANITAf SEW DOWI+S'TREAM; OF MA 1817.25 fTC (816.75)GUT i a E t Note; ed 0•■ TN STRE 1 bolt, on f The roperly does the Feat ...aergency Me, an 817.15 ITC ME1816.93(TC (816.65)011 M E (816.43)GUT Flood r d Area as shown on Flood May 1981. props,[ .`Y as Etho fl, Elevation n B18.98 CURT INLET- 816.25 S d12.65 NHUL ELL* 8 1 VD' f., E 812 TC (818.45)GUI TC! 1818.75)G11T CONNECT TO EXIST. GAS LINE TC GUT EXIST: 7 4 HYDRANT` _I,JRP INLET --EV 815:28 PN E 816.56 TC M E (816.06)GUT E. E0 6 Fi NOTE: THE EXISTING TOPOGRAPHY SHOWN ON THIS PLAN WAS SURVEYED BY KIMBLEY 8c PROCTOR. SURVEY 8/26/01. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTING TOPOGRAPHY PRIOR TO CONSTRUCTION. UPON VERIFICATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITTEN FORM, OF ANY NOTICABLE DIFFERENCE. GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'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 AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED 'OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 9. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 10. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM- 1557). 11 THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 12. UNDERGROUND ELECTRIC, PHONE AND CABLE TV TO BE INSTALLED IN 4" SCHEDULE 40 CONDUIT. ALL BENDS MUST BE SWEEPS AND ENCASED IN CONCRETE. CONDUITS MUST BE PLACED 36" DEEP MIN AND CONTAIN A PULL TAPE FROM END TO END. STORM SEWER INFORMATION STR. NO. (100) EXIST. CURB INLET T.C. 816.25 INV. 812.65 (N (Sc S) STR. NO. -1-°3 CURB INLET T.C. 818.85 INV. 813.32 (E) INV. 813.32 (NW) STR. NO. 1 os CURB INLET T.C. 818.85 INV. 813.28 (SW) INV. 813.28 (N) STR. NO. C1o1> EXIST. STORM MH T.C. 816.50 EX. INV. 812.89 (W S) EX. INV. 813.91 (NE) NEW INV. 813.00 (NW) STR. NO. (104) CURB INLET T.C. 819.00 INV. 813.62 (SE) INV. 813.62 (NW) STR. NO. (107) CURB INLET T.C. 818.95 INV. 813.53 (S) INV. 813.53 (NW) W (000.00) looao01 M.E. (000) IL 1000.0 G T E W STR. NO. 102) STORM MH W /6" ORIFICE T.C. 818.30 INV. 813.11 (SE) INV. 813.11 (W) INV. 813.11 (NE) STR. NO. (105) CURB INLET T.C. 818.95 INV. 813.93 (SE) STR. NO. (108) CURB INLET T.C. 818.70 INV. 813.81 (SE) LEGEND ►4 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Lateral w /Cleanout Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grade Storm Structure Number Flow Arrow Swale (0 New Water Service Existing Water Main Hydrant Existing Burried Electric Existing Burried Telephone Existing Gas New Gas Line New Telephone Line New Electric Line New Water Line HOLEY MOLEY SAYS "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. ASSUMED NORTH WIHOUT NOTIFYING L THE UNDERGROUND SCALE: SCALE: 1 20 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PEN W't S O i e-o "1='F=1 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 WRI!IEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP, (2C: Schneider VAL THE SCHNEIDER CORPORATION Avon Office 6845 East U.S. 36 Suite 500 Avon, IN 46123 Telephone: 317.272.0108 Fax: 317.272.0412 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Y x