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HomeMy WebLinkAbout06-97.271 NELT. L K J H G F E C C B Cn m 0 ro co o A Cn 0 rn 2 3 + 4 5 20' IND. BELL TELE. ESMT. (D.R. 251, PG. 156) AND 20' GAS MAIN ESMT. (D.R.227, PG. 314) N89'55'00 "E 539.98' 15 INDIANA BELL TEL. CO. j� 30' GR BELT BUFFER ESMT. (BK.251, PG. 156) ----- o-------- I — - - -- — I -- - - - --� -------- - - - - -- 20 GAS MAIN ESMT. (DR.227, PG. 314) - - -_ - - - - - -- —� -- 1 - -- r � � 10' D. U. & S. E. C �_ .. 14.00' loft- I I I I I • 81.98' I I I I I ,5 2' 20' 15' j l I I i I I I -Do I of 9,000 �q. Ft.) 12 00 S . Ft: i 6 I I I ( P q I) I 80.00' N 3 I I I I �I l_I 4 C) D I .. f p I g P 4 10 ESMT. FOR ELECTRIC N I I D( D I g I I I D. U. & S. E. UNDERGROUND CABLE LINES I B D \ KEYSTONE pC) At I U (BK. 266, PG. 103-104) OO eIR4� D B E h B G D D B C D D D B RETAINING WALL LO LO P • } O � ( HAR PA H RAM ( 7' 4' 9' ° 4 H RAM P 4 5 . z Z 4 9, I r 8 9' 5'R E 211.00' 4.5R 2 R S89'55'00'W I_ 218.98' E Q E. — - _ — � - — A, — 6250 N 1 429.98' N 5'R 5'R \ , _e c3� z 30' 1O'R w g o A DEPRESS CURB AT WALK 30'R S `� I 30'R FOR HANDICAP (Typ.) /1 N I APPROX. 90' of _ RBACK CURB & WALK T BE REMOVED & REPLACE WITH 2' ONCTIETE GUTTER 3 N 1 EXISTING 5' CONCRETE CURB & WALK - 4 5 111111 42 1 25' D.U. & S.E. 429.98' v I I t_ L 7 9' g 25' BUILDING LINE N DEPRESS CURB AT WALK FOR HANDICAP (Typ.) 0 �7 4) (I 5'R a o i A "' A sly 7I % 10.00, APPROX. 84' of 2' CHAIRBACK CURB & WALK TO BE REMOVED & REPLACE WITH 2' CONCRETE GUTTER EXISTING 5' CONCRETE CURB & WALK a.: LU UJ 4 I00­11% Lu 10 12 HOLEY MOLEY SAYS DON'T DIG BLIND " 1- 800 -$82 -6644 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTE THE UNDERGROUND LOCATION SERVICE TWO (2) WOF40NG DAYS BEFORE COMMENCING WORK. LEGEND ASSUMED NORTH SCALE: 1" = 30' Q 2' Chairback Curb With Gutter P.O. BOX 1700 5' Concrete Curb and Walk Qc 6' Concrete Service Walk a° 5' Concrete Service Walk Q 6" Concrete Standing Curb PARKING 16 9'x18' Parking Space— 46 1s 9'x20' Parking Spaces— 57 1 8'x20' Parking Spaces— 5 (FOR HANDICAP) Total Parking Spaces— 108 (Req'd. Parking Spaces— 84) BASED ON 1 per 250 S.F. UTILITIES GAS ELECTRIC INDIANA GAS COMPANY PSI ENERGY P.O. BOX 1700 P.O. BOX 876 NOBLESVILLE, IN 46060 CARMEL, IN 46032 (317) 776 -5531 (317) 846 -2595 TELEPHONE STORM SEWER AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOLIS, IN 46220 CARMEL. IN 46032 (317) 252 -4265 (317) 571 -2441 CABLE TV STREET'S JONES INTERCABLE CARMEL CITY ENGINEER 516 EAST CARMEL DRIVE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 848 -4726 (317) 571 -2441 WATER SANITARY SEWER CARMEL CITY UTILITIES CARMEL CITY UTILITIES 1 CIVIC SQUARE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 571 -2442 (317) 571 -2442 UTILITY HOTLINE: WITHIN INDIANA 1- 800 -382 -5544 OUTSIDE INDIANA 1- 800 - 428 -5200 The size and location of utilities are per plans and locations provided b the respective utility Ali be To companies. utility companies excavation for Field location of services. shall notified prior any 13 14 w 15 GENERAL NOTES: 1. ALL RADIUS AND OTHER DIMENSIONS ARE TO FACE OF CURB. M 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING U11UTIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARED OR RESUMED. L 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF K THE BUILDING FOUNDATION WALL AND TO THE FACE OF CURB. 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. J 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSEC11ONS 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. Revisions THLS on"* ANO THE WK oESM AND 00IRVTS CORT00 HEM ARE THE DOCUlSiVE Plat C M PROPERTY of SCHIEW 00*9= OORPOR 10 AND ARE NOT TO BE USED OR REPRODUCED IN MOLE OR M PART, WTHOUT THE VIM CONSENT OF SCIMIR UM B" OaFMTM ©1996, Schneider Engineering Corporation r Schneider Co porafiofi r 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS * LIS 317 - 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated KECU1'IVE COMMONS, INC. CARMEL CENTEUODM CARMEL, INDIANA SITE PLAN Date Project No. Drawn Approv. 12/23/96 911.34 BGG H Le E C C D Computer Files Sheet No. A -k \911\DWGS\34\C101 IL®11 9 I