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Home My WebLink About006-94 World Wide Motors Site PlanLEGENDS I Existing Treeline ,10 Existing Grade Elevation + 75231 Proposed Grade Elevation 750.33 , 2' Concrete Roll Curb 750.00 750.50 ` 6" Chairback/Integral Walk &Curb 750.00 N00 -00'00"E Ilk Existing Grade Contour -- -749- - - ^^ Proposed Grade Contour 749 -- - 35.00 Existing Ditch/Swale Flowline- e^. -----s- M m Proposed Drainage Flow Annotation =--_4 c°- Existing Sanitary Sewer - Sanitary MH ° o v Proposed Sanitary Sewer •-----may > > Existing Storm Sewer liw-- Storm MH w w Proposed Storm Sewer Existing Catchbasin o �-- Curb Inlet (Typ.) �' a' �, c Proposed Catchbasin ❑ v Existing Powerpole WV O Proposed Water Valve D4 Existing Overhead Power Line - -- Existing Underground Water Line------- W__0 Proposed Underground Water Line W o Existing Underground Gas Line-- (;--- - a Proposed Underground Gas Line --- G - -FO Proposed Underground Electrical Line E 4 Proposed Underground Telephone Line - T c -00 Handicap Parking Space Existing Fire Hydrant 1n CV Proposed Fire Hydrant Proposed 2'0 Concrete Parking Lot Light Base o f Existing RCP End Section Proposed RCP End Section --- c 12 >v (GERALD W. & RUTH B. CURRY) - ELECTRICAL ASF'-iA:.7 PRWC:NG CT TRANSfr MER v + E' :ONGRETE WIRW ASPHAi.T FAikKtk;C- LOT GRAPHIC SCALE 30 0 1s 30 60 ( IN FEET ) 1 inch = 30 ft ASPHALT PANGNO LOT 120 4000 East 96t�4 (RONALD M. & NANCY L. BECK) N 00'00'00" E 495.00' X u ASPHALT PAWCLNG LOT APPROXIMATE LOCATION OF EXISTING 6" SANITARY FORCE MAIN WITHIN THE RIGHT-OF-WAY OF 96TH ST., EXACT LOCATION CANNOT BE DETERMINED WITHOUT EXCAVATION. I I I I I I I I I t t i I I 1 1 1 1 1 1 , 1 I 5'R llllllli(II(1111111!Illlli f .� I 11269 1 0 S 00'00'00" E 365.33' 334.17' - o 31.17' o 'j 62 o g 5'R C4, "6 - - - - - I 15.94' 211211.67' .50' , r ( - - - - - a; o � p - - Baa ss:.- o� 1� 50.67' o o i r` 4 r,' N �I ! - 1 Q9.90' 3 1200' FUTURE j' P . 3.08'R - Proposed �- 3 o IADDITION C) co N. �= M 5.50'R� 0 to I - - � WORLD WIDE MOTORS - 10 N z - � �� 1 j Automobile Dealership - Z �I Ig 0o•� N/ ,�Lo`d •mC� =►M � I II I Ii I.o It _ I i ""- 1 rnI ' g" 1012.00 12.w 0 t; 3 i n o -2 07', 76.50' 36.00'LAJ �0.59' V) 7:2 15.00' .00' v V) o S00'00'00"Y- WWCPE oQo' 125.25' Concrete Area A� _T 13 o0 _ o 0 16.33' • 3.00' 17.6I 5.50R 5�R o ! 1 �a® OiN ! 0 -mo{10� 50'R 0 zI (TYP.) ! 00oM19.50' 30.75' O 8 �L 20.83Cd N 158.25' 703' V)125.25S 00'00'00" W 353.83' C * x N O ° 5 ° ?0'R3 l 0 10 10' 200 t2.50'0 1 (T1P.) ' 4-0 \ o ---- - - - -- - 12.00 - - - - -. - " l J 1 S 00100,00" w 1Sooroo 00 W / .52.00- 12.00' N 353.83, 12.00- 5'R t 2lI.OQ' 24.00' To,5'R 5'R 10.00' oo o O 24.00' pd 0 O O O 10.00' BACK TO p 30 FT. HALF R/W PER INST. # 8618153 5.00' BACK TO �1 BA K � ( _ CONNECT TO EXISITING �BACK r 15'R _ 2'4 CONE. PARIONG 15'R 6 PVC SAN. LATERAL r LIGHT BASE (TYP.) 15'R- � 3 - -- - j ° OCL -TYPE CURB k; MARIE DRIVE O / -- EY. 19 RCP I EX ?5� Rte - � " � 1 , v) a) "- - _ .. 102.73' - _ - - - _- 1 - _ _ - - - _ - _ - <. S 00'00'00 E 353.83 114.69 00 -1971.25' ASPHALT STREET - Z 2• CONCRETE -R0U_- '!PE CURB it GU -,MR t � -F-y- 36'x60' BCQAPA e -w 9'W- a -w i at 1 5'R 35.00' C� w 0 0 0 0 la) (Found Harrison Marker) .:� „ ONW esz SITE WORK GENERAL NOTES AND SPECIFICATIONS Z' T10ES AND PERMITS. If Z, The Contractor shall coordinate and confirm with Owner that all permits and approvals are obtained from the respective private, City, County and State agencies prior to starting construction. 2. The Contractor shall contact INDIANA UNDERGROUND PLANT PROTECTION SERVICE INC., 1-800-382-5544, and all other utility companies to locate all mains, conduits, service lines, ect. in the construction affected area. Existing utility structures are shown here in accordance with avail- able information at the time of design. The location and protection of utility structures and facilities, their support and maintenance during construction (in cooperation with applicable utility), is the express responsibility of the Contractor in the performance of the Contract and in the preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 3. It shall be the Contractor's responsibility for notification and coordination of all construction with respective utility companies. 4. It shall be the responsibility of the Contractor to maintain quality control throughout the project; failure to do so may result in removal and replacement of the defective work. It is recommended that the Contractor have a qualified supervi- sor on the job site at all times during construction. 5. It is essential that the work to be done in conjunction with this project be installed according to these specifications. The Engineer will be required to certify to certain portions of this project upon completion. Therefore, it is necessary to obtain approval and acceptance by the appropriate govern- mental agencies that construction was done in compliance with these plans and specifications. Any damaged or defective work will be the Contractor's responsibility to correct or re- place. All changes or discrepancies in plans to be reviewed with Engineer prior to implementing changes field. SiTE PLAN NOTES 1. All radii and street dimensions shall be measured to back of roll curb and chairback curb or face of integral curb and walk. 2. All radii to be 5 feet unless otherwise noted. 3. Bearings, dimensions and easements are shown for reference only. See record surveys and plats for exact information. Boundary information provided by _CUSTOM FACILITIES, INC. _ and has not been confirmed by Earthscape Engineering Corp. Earthscape Engineering Corp. makes no war- ranties as to the accuracy of this boundary.) 4. Existing concrete rubble, tree stumps, trash and debris are to be disposed of in a legal manner offsite. 5. See Architectural Plans for details of buildings and build- ing dimensions. 6. All parking areas to be curbed with 2 foot chairback curb, roll curb or integral curb and walk as shown. 7. All parking stalls shall be 10' x 18', 9'x 20' or 9' x 18' where adja- cent area allows 2 feet overhang. Where integral curb and walk is adjacent to a parking stall, two (2) feet of sidewalk shall be utilized as parking area overhang. 8. For details of street improvements, see sheets __ N/A Site A ddress: 3900 East 96th Street Indianapolis, Indiana 46280 Clay Township, Hamilton County Z P 5 a +•oil a I N00 -00'00"E Ilk - 35.00 '� M m 3 I ^ O m 11' t- 4 c -00 1 1n CV f (Found Harrison Marker) .:� „ ONW esz SITE WORK GENERAL NOTES AND SPECIFICATIONS Z' T10ES AND PERMITS. If Z, The Contractor shall coordinate and confirm with Owner that all permits and approvals are obtained from the respective private, City, County and State agencies prior to starting construction. 2. The Contractor shall contact INDIANA UNDERGROUND PLANT PROTECTION SERVICE INC., 1-800-382-5544, and all other utility companies to locate all mains, conduits, service lines, ect. in the construction affected area. Existing utility structures are shown here in accordance with avail- able information at the time of design. The location and protection of utility structures and facilities, their support and maintenance during construction (in cooperation with applicable utility), is the express responsibility of the Contractor in the performance of the Contract and in the preparation of the bid. The Contractor shall notify the Engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. 3. It shall be the Contractor's responsibility for notification and coordination of all construction with respective utility companies. 4. It shall be the responsibility of the Contractor to maintain quality control throughout the project; failure to do so may result in removal and replacement of the defective work. It is recommended that the Contractor have a qualified supervi- sor on the job site at all times during construction. 5. It is essential that the work to be done in conjunction with this project be installed according to these specifications. The Engineer will be required to certify to certain portions of this project upon completion. Therefore, it is necessary to obtain approval and acceptance by the appropriate govern- mental agencies that construction was done in compliance with these plans and specifications. Any damaged or defective work will be the Contractor's responsibility to correct or re- place. All changes or discrepancies in plans to be reviewed with Engineer prior to implementing changes field. SiTE PLAN NOTES 1. All radii and street dimensions shall be measured to back of roll curb and chairback curb or face of integral curb and walk. 2. All radii to be 5 feet unless otherwise noted. 3. Bearings, dimensions and easements are shown for reference only. See record surveys and plats for exact information. Boundary information provided by _CUSTOM FACILITIES, INC. _ and has not been confirmed by Earthscape Engineering Corp. Earthscape Engineering Corp. makes no war- ranties as to the accuracy of this boundary.) 4. Existing concrete rubble, tree stumps, trash and debris are to be disposed of in a legal manner offsite. 5. See Architectural Plans for details of buildings and build- ing dimensions. 6. All parking areas to be curbed with 2 foot chairback curb, roll curb or integral curb and walk as shown. 7. All parking stalls shall be 10' x 18', 9'x 20' or 9' x 18' where adja- cent area allows 2 feet overhang. Where integral curb and walk is adjacent to a parking stall, two (2) feet of sidewalk shall be utilized as parking area overhang. 8. For details of street improvements, see sheets __ N/A Site A ddress: 3900 East 96th Street Indianapolis, Indiana 46280 Clay Township, Hamilton County Z P 5 a