Loading...
HomeMy WebLinkAbout05020034-35.4MAIN STREET WEST (WEST 131st STREET ) . 868.85 TC .- 867.60 TC - - 864.30 INV. r / 15 122 � -- 866.45 ar--_00 INV. ' / O W W w N 0 c� d- CD w o C) LLi O 0 w Cv U � w z C)::� w O w 0__ I- C/� z U w o I BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST 110 Q o Subsurface Drain (ssD) co Existing Sanitary Sewer BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE SOUTHEAST n Q o OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE NORTHEAST FACE w OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. n O Existing Contour U o OF 131st ST AND MERIDIAN CORNERS BLVD. � Q All Other Finish Grades z � w o0 w SCALE: 1 "= 40 ' 131st STREET APPROXIMATELY 40 FT EAST OF WEST LINE OF 5 ACRE SITE N - CD EXt - ~ w � z w w o � Existing Trees w C1__ C/) I- o� � z D Q W �c6 co co � � I � I � I I I I a_ �I U 001r.. m oo ° I I I �I �I CV 0- U QCD co DO 00 00 124�I C-00 J I M I 404 I I ZQ I � I � I � I o LCr- co r-r - :.• 11 • i e -. I • Firs. Floaj- Elev� = 8_J0.5 Il�11 I - r-_000-0- J I ig I I I 0_15, ILL_ 868.50 _ 120 868.50 TC c v � o •y o co co L o 0 �I O Fir. Flo Elev. = 8-)0.5 WA IBM:•. • :•: 11 . :. 1 tom••• 109 - Nonni AREN A1116z' • 1 • I.II III • ® •• i - -II - ' �� ••• III' •• • �I • �I :. JJ JOYCE WALLS INSTRUMENT #9909941491 UTILITIES Indiana Underground Utility Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Water Sanitary Sewer Gas Carmel City Sewer and Water Carmel City Sewer and Water Vectren Energy Delivery 760 Third Avenue S.W. 760 Third Avenue S.W. P.O. Box 1700 Carmel, Indiana 46032 Carmel, Indiana 46032 Noblesville, Indiana 46061 317 -571 -2648 317 -571 -2648 317- 776 -5534 Telephone Cable Electric SBC Bright House Networks Indpls. Power and Light Co. 220 North Meridian Street 516 East Carmel Drive 2102 North illinios Street Indianapolis. Indiana 46204 Carmel, Indiana 46032 Indianapolis, Indiana 46202 317- 265 -4878 317 - 972 -9700 317 - 261 -8406 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. RON MARBURGEP INSTRUMENT #9609E�25849 RON MARBURGER "ALSO" TRACT INSTRUMENT #9609626849 ROXANNE BELLINGER, TRUSTEE OF THE BEL! INGER FAMILY REVOCABLE TRUST P,ST UMENT #9709756151 DEBORAH PETERSON INST:�JMENT #20020007 561 868.4 ,04 X \864.4 �\ X X 103 865.2 X a Flyq X71 o H= i I - ORIGINATING w o I BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST 110 Q o Subsurface Drain (ssD) co Existing Sanitary Sewer BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE SOUTHEAST n co C (Laterals are shown for reference only) OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE NORTHEAST FACE w OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. n H- Existing Contour > z OF 131st ST AND MERIDIAN CORNERS BLVD. New Pavement Grades Q All Other Finish Grades _ W ^ p ELEVATION = 874.83 0 LO o w SCALE: 1 "= 40 ' 131st STREET APPROXIMATELY 40 FT EAST OF WEST LINE OF 5 ACRE SITE :1- TC Firs. Floaj- Elev� = 8_J0.5 Il�11 I - r-_000-0- J I ig I I I 0_15, ILL_ 868.50 _ 120 868.50 TC c v � o •y o co co L o 0 �I O Fir. Flo Elev. = 8-)0.5 WA IBM:•. • :•: 11 . :. 1 tom••• 109 - Nonni AREN A1116z' • 1 • I.II III • ® •• i - -II - ' �� ••• III' •• • �I • �I :. JJ JOYCE WALLS INSTRUMENT #9909941491 UTILITIES Indiana Underground Utility Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Water Sanitary Sewer Gas Carmel City Sewer and Water Carmel City Sewer and Water Vectren Energy Delivery 760 Third Avenue S.W. 760 Third Avenue S.W. P.O. Box 1700 Carmel, Indiana 46032 Carmel, Indiana 46032 Noblesville, Indiana 46061 317 -571 -2648 317 -571 -2648 317- 776 -5534 Telephone Cable Electric SBC Bright House Networks Indpls. Power and Light Co. 220 North Meridian Street 516 East Carmel Drive 2102 North illinios Street Indianapolis. Indiana 46204 Carmel, Indiana 46032 Indianapolis, Indiana 46202 317- 265 -4878 317 - 972 -9700 317 - 261 -8406 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. RON MARBURGEP INSTRUMENT #9609E�25849 RON MARBURGER "ALSO" TRACT INSTRUMENT #9609626849 ROXANNE BELLINGER, TRUSTEE OF THE BEL! INGER FAMILY REVOCABLE TRUST P,ST UMENT #9709756151 DEBORAH PETERSON INST:�JMENT #20020007 561 868.4 ,04 X \864.4 �\ X X 103 865.2 X a Flyq X71 o H= i I - ORIGINATING Existing Storm Sewer BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST New Storm Structure QUARTER OF SECTION 26, T. 18 N., R. 3 E., DNR BRONZE DISK STAMPED Subsurface Drain (ssD) "HAM 61 1989 ", AT THE SOUTHEAST HEADWALL OF SPRING MILL ROAD Existing Sanitary Sewer BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE SOUTHEAST New Sanitary Sewer CONCRETE WINGWALL OF THE BRIDGE. 14 FEET EAST FROM THE CENTERLINE (Laterals are shown for reference only) OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE NORTHEAST FACE Storm Structure Number OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. Sanitary Structure Number ELEVATION = 864.794 (NGVD 1929) Existing Contour BM - MINE SPIKE IN EAST SIDE OF A 48" OAK, 1' UP AT THE NW CORNER - ® OF 131st ST AND MERIDIAN CORNERS BLVD. New Pavement Grades ELEVATION = 873.17 All Other Finish Grades TBM 1 - 5/8 INCH REBAR AT NW COR. OF SE QTR. OF SEC. 26- 18N -03E New Finish Grades ELEVATION = 874.83 ASSUMED NORTH TBM 2 - SOUTH BOLT, TOP OF FLANGE OF FIRE HYDRANT ON N. SIDE OF SCALE: 1 "= 40 ' 131st STREET APPROXIMATELY 40 FT EAST OF WEST LINE OF 5 ACRE SITE Flow Arrow ELEVATION = 870.78 Utility & Drainage Esmt. � �(a 2q(0)rH= 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. 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 STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 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 APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES ALONG ADJACENT PROPERTY. 7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (27.). 10. ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER. 11. TOPSOIL STOCKPILES PLACED ON -SITE SHALL BE TEMPORARILY SEEDED AND ENCLOSED WITH SILT FENCE WITHIN THREE DAYS OF PILE COMPLETION. 863.0 �X 86 863. 0' X 8 1.3 HOLEY MOLEY SAYS DON'T DIG BLIND DIn 1 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 101:940-01 85 X Edc 102 Ci Cif z 0 in w V J0HNDXq P�G\srER�oF�� // i No.10100357 jO STATE OF /NDIANP V\� / / ////i/ II ON DA 02/18/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) (4001 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W Existing Storm Sewer ® • New Storm Structure Z Q Subsurface Drain (ssD) � Existing Sanitary Sewer New Sanitary Sewer O (Laterals are shown for reference only) DDD Storm Structure Number Sanitary Structure Number Existing Contour w Q Existing Elevation 000.00 New Pavement Grades 000.DO All Other Finish Grades 000.00 TC New Finish Grades =GUT (TC--Top of Casting; GUT= Gutter) Swale Flowline(o Flow Arrow Utility & Drainage Esmt. - Existing Water Main Existing Hydrant Y drant Existing Water Valve Existing Utility Pole Existing Trees - Existing Fence 85 X Edc 102 Ci Cif z 0 in w V J0HNDXq P�G\srER�oF�� // i No.10100357 jO STATE OF /NDIANP V\� / / ////i/ II ON DA 02/18/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) (4001 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W z Z Q � O a z w Q (C132 DATE: PROJECT NO.: 02/18/05 5200.001 DRAWN BY: CHECKED BY: RDR JES SHEET TITLE: GR�A7D,�I7�NG DRAWING FILES: r �v S: \5k \5200 \001 \dwgs \C102.dwg XREF: R: \5k \5200 \001 \dwgs \Title1.dwg XREF: R: \5k \5200 \001 \dwgs \5200001s.dwg XREF: R: \5k \5200 \001 \dwgs \00lbs.dwg XREF: R: \5k \5200 \001 \dwgs \utility2.dwg XREF: R:\5k\5200\001\dwgs\HamCo\1921720t.dwg SHEET NO.: (C132 DATE: PROJECT NO.: 02/18/05 5200.001 DRAWN BY: CHECKED BY: RDR JES SHEET TITLE: GR�A7D,�I7�NG DRAWING FILES: r �v S: \5k \5200 \001 \dwgs \C102.dwg XREF: R: \5k \5200 \001 \dwgs \Title1.dwg XREF: R: \5k \5200 \001 \dwgs \5200001s.dwg XREF: R: \5k \5200 \001 \dwgs \00lbs.dwg XREF: R: \5k \5200 \001 \dwgs \utility2.dwg XREF: R:\5k\5200\001\dwgs\HamCo\1921720t.dwg