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Home My WebLink About23-96.21M L K J H G F L� A C M rn rn B LO 0 N C_ CLI 3 0 M U `r L A i J 0 / 0 / 3 O <r Lo O 1 I 2 I 3 4 j 6 '0 5 +00 .53' 71 38.11' ZX-7 - m. U- 0 � �i O a 5 +19.45 40.00' I, RR Sfia °1 E&T' ` RT. LLI z Of a a U_ of 34' PROPOSED R /W 25' EXISTING R/W (ACCEL/DECEL LANE) ! I 3' 1 24' A 24' (4' (PASSING BUSTER) CONC. EXISTING EXISTING IWALT` PAVEMENT PAVEMENT I ', L Si3O?E: ' 1A. PER FT. MIN. SLOW. 1 �. Pe"a2 _ i� I I1 I L� 1" SURFACE 1" SURFACE J I I 3" BINDER 3" BINDER 9" 3 STONE 9' 3 STONE I 6" #53 STONE WITH AGR. BASE AGR. BASE CHIP & SEAL (TYPE 6) PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATON !3PEC'S SEC`,,ON Nv. 207 F TI N A -All 1 1 2 1 3 1 4 1 5 I 6 I 7 I� bTk- 40+39.9e ' 35.31' RT �7 , , 1 i i i i i r ii 3 i 91 It t +; f t� 91 it . EE , } A» f II POWER POLE TO BE RELOCATED it — ADJUST MH TO NEW PVMT. 10 11 ASSUMED NORTH SCALE: 1"= 30 ' 000.0 000.00 (000.00) LEGEND HOLEY HOLEY SAYS "DON'T DID eLWe» 1= 800 - 582 -8644 CALL TOLL, FREE 1-800428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991, IT IS AGAINST THE LAW TO D(CAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. - -- Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer -- Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Corrected Grades Fluw Arrow 12 1 13 1 14 15 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 HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBLITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR SHALL N011FY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENM INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM °.aEW€R°a 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFRIED 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 K NATIFFD PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. S. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE e THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WICK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. S. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 12. REMOVE AND BACKFN.L ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE. 13. 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). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 15. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. Benchmark At Carmel, Hamilton County, on the Indianapolis 3t Louisville Rallway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Highway 234. 11 feet east of the east roil, at Semaphore Tower B 167.8, in the top of the southwest comer of the concrete foundation. A standard disk, stamped "X 42 1934'. Elevation 829.227 Revisions 3/25/96 -DMW -ADDED 3 LANE SECTION NOTE TO 126th STREET 3/27/96 -DMW -MOVED NORTH R/W LINE OF 126th SW 8' NORTH. - No. ' 9300469 _ STATE OF CERTIFIED BY THIS GRAVING AND THE MA DESIGNS AND IX KV1S CONTAMNED HM ARE THE EXUMINE InE1LECIUAL PROPERTY OF SMUG ENar+E"" O^..RPORATION AND ARE NOT TO BE USED OR REPROD M IN WHILE OR IN PART, WiHW THE INtrM CONSENT OF SCINEDER EN6lJEE" CORPORAWL 01995, Schneider Engineering Corporation &hnei& PW* Ong C40 ratiion. 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US ' 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered FaUty with Rohlen, Meyer, Gibson & Amwelates, Incorporated C. P. MORGAN COMMUNTI'1E5, LP. PARKSIDE VILLAGE SECTION 1 & 2 CALL, INDIANA ENTRANCE PLAN Date Project No. Drawn Approv. 02/23/96 1054 DCC C to (I L l� F E C C (J ompu -r Filo +s Sheet No, A J \1054 \DWGS \01 \1054C301.D1NG XREF. 105401PLDWG �11 XREREF: J:1054\DWGS \054 \1054.DWG a ii � } + i oat iE z G w O a I E' ; i =M, 9 i I i 10 11 ASSUMED NORTH SCALE: 1"= 30 ' 000.0 000.00 (000.00) LEGEND HOLEY HOLEY SAYS "DON'T DID eLWe» 1= 800 - 582 -8644 CALL TOLL, FREE 1-800428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991, IT IS AGAINST THE LAW TO D(CAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. - -- Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer -- Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Corrected Grades Fluw Arrow 12 1 13 1 14 15 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 HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBLITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUB- CONTRACTOR SHALL N011FY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OF RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF LAWRENM INDIANA SHALL APPLY FOR ALL SANITARY SEWERS AND STORM °.aEW€R°a 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFRIED 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 K NATIFFD PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. S. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE e THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WICK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. S. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALK AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 12. REMOVE AND BACKFN.L ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETURATED INTO STORM SEWER SYSTEM OR LAKE. 13. 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). 14. FOR EASEMENT LOCATIONS SEE RECORDED PLAT. 15. FOR STORM AND SANITARY SEWER STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN. Benchmark At Carmel, Hamilton County, on the Indianapolis 3t Louisville Rallway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Highway 234. 11 feet east of the east roil, at Semaphore Tower B 167.8, in the top of the southwest comer of the concrete foundation. A standard disk, stamped "X 42 1934'. Elevation 829.227 Revisions 3/25/96 -DMW -ADDED 3 LANE SECTION NOTE TO 126th STREET 3/27/96 -DMW -MOVED NORTH R/W LINE OF 126th SW 8' NORTH. - No. ' 9300469 _ STATE OF CERTIFIED BY THIS GRAVING AND THE MA DESIGNS AND IX KV1S CONTAMNED HM ARE THE EXUMINE InE1LECIUAL PROPERTY OF SMUG ENar+E"" O^..RPORATION AND ARE NOT TO BE USED OR REPROD M IN WHILE OR IN PART, WiHW THE INtrM CONSENT OF SCINEDER EN6lJEE" CORPORAWL 01995, Schneider Engineering Corporation &hnei& PW* Ong C40 ratiion. 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • US ' 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered FaUty with Rohlen, Meyer, Gibson & Amwelates, Incorporated C. P. MORGAN COMMUNTI'1E5, LP. PARKSIDE VILLAGE SECTION 1 & 2 CALL, INDIANA ENTRANCE PLAN Date Project No. Drawn Approv. 02/23/96 1054 DCC C to (I L l� F E C C (J ompu -r Filo +s Sheet No, A J \1054 \DWGS \01 \1054C301.D1NG XREF. 105401PLDWG �11 XREREF: J:1054\DWGS \054 \1054.DWG