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Home My WebLink AboutSheet 1 Title Sheetti 3 1 a P1 O O 3 w Z z w G C � d fl N _ J G � O O 050 CONSTRUCTION PLANS FOR MIDWEST YOUTH TENNIS FOUNDATION, 1310 EAST 96TH STREET INDIANAPOLIS, INDIANA - A6 ----080 PLANS PREPARED FOR: BROWNING DAY MULLINS DIERDORF, INC. 334 NORTH SENATE AVENUE INDIANAPOLIS, INDIANAPOLIS 46204 TELEPHONE: (317) 635 -5030 OWNER CONTACT. RICH FITZGERALD PLANS PREPARED BY: WEIHE ENGINEERS, INC. 70505 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46280 TELEPHONE: (377) 896 -6611 PROJECT MANAGER.' DARRELL PHILLIPS CI T Y 0 171 C A RMEL OPERATING AUTHORITIES: CARMEL UTILITIES 130 1ST AVENUE CARMEL, INDIANA 46032 317/571 -2648 INDIANA GAS COMPANY P.O. BOX 1700 NOBLESVILLE, INDIANA 46060 800/666 -3090 PSI ENERGY 1441 S. GUILFORD AVENUE CARMEL, INDIANA 46032 317/581 -3046 i JONES INTERCABLE INC. 516 E. CARMEL DRIVE P.O. BOX 368 CARMEL, INDIANA 46032 317/844 -8877 AMERITECH 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317/265 -2727 CITY OF CARMEL 1 CIVIC SQUARE CARMEL, INDIANA 46032 317/571 -2444 y INDIANAPOLIS WATER COMPANY P.O. BOX 1220 INDIANAPOLIS, INDIANA 46206 317/263 -6347 AREA MAP BENCHMARK Indiana State Highway Commission standard bronze disk, stamped HAM G -41; at 1 -465 over the Moron Railroad, set in the top of the NW wing of the westbound lane bridge of 1 -465 over the Moron Railroad, 1.8 miles east of U.S. 31 (North Meridian Street). ELEVATION = 834.41 (NGVD 1929) TEMPORARY BENCHMARK TBM 100 Cut 'E)' on the east side of a lamp post on the east side of the drive into the Five Seasons Sports Country Club, approximately 280 feet north of the centerline of 96th Street. ELEVATION = 816.19 Call 1- 800 - 382 -5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S TIDE LA W55 INDIANA UNDERGROUND PROTECTION SERVICE, INC. INDIANA STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS LATEST EDITION TO BE USED WITH THESE PLANS. 7 1 THOROUGHFARE PLAN FOR MARION COUNTY, INDIANA GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES, CONTRACTOR SHALL CONTACT THE ARCHITECT /ENGINEER ON ANY VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 10) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 12) THE PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PER FIRM PANEL 15 OF 100, CITY OF INDIANAPOLIS, INDIANA, MARION, COUNTY, COMMUNITY PANEL 180159 0015 D. DATED JUNE 3. 1988. 5 1 4 INDEX IC. SHEET NO. DESCRIPTION 1 TITLE SHEET 2 EXISTING CONDITIONS PLAN 3 SITE LAYOUT PLAN 4 S H 57 UTILITY PLAN 6 EROSION CONTROL PLAN 7 SPECIFICATIONS /DETAILS X s S Tisr sr Ti T ST 9 1 62N 5T � yP T "O w SETH r 5 � _ P 46TH ST 46TH f r^ f[(`� 38TH S1 S1 }T J �'R.IWF a a i a SR r,,s 301H sT k. !R HIGAN C µASHINGION 5r - F A us III LIS M {[ HDPRIS $T sT. R � ' blbo"wr r HANNA V' tD T - RD t_4 5 9y� t RD ye FDDEWOOD AVE SOVTHRO P 601RN RT RD II AO 4 K PROJECT LOC TION THOROUGHFARE PLAN FOR MARION COUNTY, INDIANA GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES, CONTRACTOR SHALL CONTACT THE ARCHITECT /ENGINEER ON ANY VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 10) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 12) THE PROJECT SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PER FIRM PANEL 15 OF 100, CITY OF INDIANAPOLIS, INDIANA, MARION, COUNTY, COMMUNITY PANEL 180159 0015 D. DATED JUNE 3. 1988. 5 1 4 INDEX IC. SHEET NO. DESCRIPTION 1 TITLE SHEET 2 EXISTING CONDITIONS PLAN 3 SITE LAYOUT PLAN 4 GRADING PLAN 5 UTILITY PLAN 6 EROSION CONTROL PLAN 7 SPECIFICATIONS /DETAILS CAUTIONII THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 TOLL FREE REVISIONS SHEET DESCRIPTION DATE NO. o� O�wo �v W ova j W " 0° MP4 Z a Zm [WOW cn z W wn a voi+� a �U W Aa W w F E"O y00) MX �� A� O w� z� zQ° a q3 w Q U Q E- z CIO 0 W G • pr`s �p r) DIANP.•G�``��` Q ' BONA .1 / / / / / /li►IIII11111��\`\ DA RED, G. PHILLIPS 900119 O O v 1 0) r� vD cn o � W C1 CO a SHEET NO r� ^'V q d V y,� U W M o� Z` w cNi cS o) w ~ o .44 0. z 0 F tU O i o o of 7