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HomeMy WebLinkAbout06080002.4STR. NO. STR. TYPE CASTING 1 SEE DETAIL SEE DETAIL 2 END SECTION N/A 3 INLET TYPE 'A' R -3405 4 INLET TYPE 'A' R -3405 5 END SECTION N/A 6 INLET TYPE 'A' R -3405 7 END SECTION N/A 8 INLET TYPE 'A' R -3405 9 INLET TYPE 'A' R -4342 10 END SECTION N/A 11 INLET TYPE 'A' R -3405 12 INLET TYPE 'A' R -4342 13 END SECTION N/A 14 END SECTION N/A 15 END SECTION N/A 16 END SECTION N/A NOTE: ALL CASTINGS TO BE NEENAH OR EQUAL. K�OrN NORTH 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND SNELLING ENGINEERING, LLC 13295 Meridian C,omen Blvd. Suite 142 Carmel, IN 46032 Ph: (317) 663 -3206 Fax: (317) 663 -3208 wwwsnellingengaom EXISTING PROPOSED CONTOUR LINE SPOT ELEVATION 150 STORM CURB INLET STORM INLET ■ STORM MANHOLE Q u' Q SANITARY MANHOLE SANITARY CLEANOUT 0 CONCRETE END SECTION (� STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT WATER METER PIT WATER SHUTOFF WATER VALVE GAS GAS UTILITY MARKER GAS VALVE ELECTRIC UTILITY MARKER PULLBOX UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE GUY WIRE SIGN NOTES: 1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL 4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET. BENCHMARK GENERAL COORDINATES: 560OW&980ON SEC. BOONE INDIANA STATE HIGHWAY COMMISSION STANDARD BRONZE PLATE STAMPED BOO G -4, SET IN THE W END OF THE NW WING OF THE W BOUND LANE BRIDGE OF 1 -465 OVER ZIONSVILLE ROAD. ELEV. 904.11 FEET NOTE: ALL CASTINGS TO READ "DUMP NO WASTE — DRAINS TO WATERWAY )f CARSON DESIGN ASSOCIATES TEL 317.843.5979 FAX 317.843.5975 2325 POINTE PARKWAY SUITE 200 CARMEL INDIANA 46032 TEL 512.977.0520 FAX 512.977.0384 12301 RESEARCH BLVD. BUILDING IV, SUITE 104 AUSTIN TEXAS 78759 www.carsondesign.com THIS DRAWING AND THE IDES, CONCEPTS AND DESIGNS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF CARSON DESIGN ASSOCIATES, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CARSON DESIGN ASSOCIATES. © COPYRIGHT 2003 CARSON DESIGN ASSOCIATES STAMP I ..�j�yb��t Gt�•f f iY � .T Nn 5�^'.1:.s ` r. CO3 W � N � � W L Q u' Q cz :00 o a O L � z cc 13: o a. d E U) U U r < W ca DATE / ISSUE / INITIALS: 9- 6- 06/TAC REVISIONS /GSS SQUARE FOOTAGE: DRAWING TITLE: GRADING AND DRAINAGE PLAN JOB NO. 10610002 August 1, 2006 SHEET NUMBER: C301 SHEEP OF