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Home My WebLink About12090043.1EX. STR. NO. 6 RIM 837.06 INVERT IN 814.31 EX. 8" SANITARY SEWER INVERT OUT 814.29 \ � 24 S�� ARy S 106 TH STREET (201 ASPHALT PAVEMENT) NORTH LINE NE 1/4 SEC. 10- 17N -3E ftz CAS ER S90'00'00'E S90.00'00 "E 448.75 1326.70' / 12.0' W W WSW W/ W \ V1 45' 1/2 R/W EX. 20" WATERMAIN J 403.77' EX. FIRE HYDRANT / 65.22' \ I� I i '0, B.L CV M � I „3' DEaouous I ( / / / 50 B.L. �� 3' DECIDUOUS I -� BEEHIVE / I I 9'32 "E I TC- - 825.05 S I 00 INV. SW= 821.95 (12' PLASTIC) .E c� o �! -- -- \ f -4 15 D j5 5'I .di1 N89'29'"W . ' yu.:, 1 24" _ j 00 m 4--� -r / 16/ Dz I ` Cr �i 18'. 1SECIDUC r jO D aDI t =>(DEC alb' 21" DECIDUOUS 1 DEaouaA� 1 74: 8" DECIDUOUS / " DECIO11 r " DEC106CUS / d } r 12" D`aDGOUS F15" DECID0dJ �2I i)�CIDI 18 "," DECIDUOUS a .__.r /4" DECIDUr. S f 18" DECIDUOUS 1 Dll � LL r 1 ?'CaRREGA1Er 1LAS11C / / ' ! tt .12 -.,p a r PIPE MV�8Z 2 e f f' 14' DECii 1 . + Q ff •�.�, i ?? ,ai;,_ Y. _7 J, s14' DECIDUGus /t AREA TO REMAIN AREA 5/ DEC �i2 J� C, WATER VALVE Q \ I 6 CONTROL POINT 5G.' ELEV = 831.85 I 4' DECIDUOUS { ` SF 24' CONIFER, 30' CONIFER I �\ 00 f \ SI `sF 30 CONIFER \ ` ROUND INSET ormu `J I GRASS TC= 830.01 F INV. NYt= 828.26 (6' STEEL) 30" DE IDU F d11ENAY W( SERA \ l I i W WATER SERVICE W V> P� 1� 1. ® /I 6001' m x. ® CONTROL POINT 501 a� ELEV 832.35 " 1.1 DN VALVE MIMI k Y 64.9' _ - - ._.._.._ DUOUS 18' EOM U.I 0 4.74 r I 15 DECIDUOU S: 13' J to7 > 14 9 DE OA 1 s °-22 .bECIDUbU 12" DEC I D �' 1 DECIDUOU �u .3.0" DECIDUOUS 11' DECIDUOUS 9' DECIDU( 8' D OU5 I 1 ' GDI Q i" / 9' nEC I = "- 857 y GRASS Big["01-111 �S _ As As As � � sANrrAtiir /j r,�� III i , d AREA T17 REMAIN UNDISTURBED,/ r CIO - `,�✓ j rw r r(JAII I Iuv; tr , r : ! f . r�•�. 448.75' REMAIN � !` 833 LW Ii I I o0 Z I• ��E I � I I! I{ II I III I� ;I � I 13 I- I I I I I 3 I I I_ o00 W� �F_ L:j0 z 0- Z Lit LaJ o�cL 00 v� 3 o° N {z M N M LO .0, ao z w N in G➢ 2 Z LLJ � X FW-- LLJ 3 00 w Z LLJ M J (/) Q LCD Z J L-J LAND DESCRIPTION NE COR. NE 1 \4 PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING SEC. 10- 17N -3E MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID HALF - QUARTER SECTION; THENCE SOUTH 0 DEGREES 23 MINUTES 41 SECONDS WEST MEASURED (SOUTH 0 DEGREES 10 MINUTES WEST DEED) ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 745.80 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, PARALLEL WITH THE NORTH LINE OF SAID HALF - QUARTER SECTION 448.75 FEET; THENCE NORTH 0 DEGREES 23 MINUTES 41 SECONDS W W EAST, PARALLEL WITH SAID EAST LINE, 745.80 FEET TO SAID NORTH LINE; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG SAID NORTH LINE 448.75 FEET TO THE POINT OF BEGINNING. EXCEPT: EX. 8" SANITARY SEWER PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING EX. STR. NO. 5 MORE PARTICULARLY DESCRIBED AS FOLLOWS: RIM 838.61 BEGINNING AT THE NORTHEAST CORNER OF SAID HALF- QUARTER SECTION; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST (ASSUMED INVERT IN 812.18 BEARING) ON AND ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 354.52 FEET TO A PK NAIL SET, THENCE NORTH 89 DEGREES 29 MINUTES INVERT OUT 812.00 32 SECONDS WEST 60.15 FEET TO A 5/8 INCH REBAR WITH CAP SET; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 8.05 FEET TO A 5/8 INCH REBAR WITH CAP SET; THENCE NORTH 89 DEGREES 29 MINUTES 32 SECONDS WEST 388.50 FEET; THENCE NORTH 00 DEGREES 23) MINUTES 41 SECONDS EAST, PARALLEL TO SAID EAST LINE 358.39 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, ON AND ALONG THE NORTH LINE OF SAID HALF QUARTER, 448.75 FEET TO THE POINT OF BEGINNING. ALSO: LOT NUMBER 1 IN KOSENE SUBDIVISION, A SUBDIVISION IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF RECORDED OCTOBER 9, 1991 AS INSTRUMENT NUMBER 9126877 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. BENCH MARKS TBM 106: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 231 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 5 FEET SOUTH OF THE EDGE OF PAVEMENT. ELEV. 835.15 TBM 107: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 197 FEET EAST OF THE FIRST DRIVE WEST OF WILLIAMS CREEK, 22 FEET SOUTH OF THE EDGE OF PAVEMENT. ELEV. 830.32 TBM 500: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 208 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 910 FEET SOUTH OF THE CENTERLINE OF 106TH STREET. ELEV. 831.85 TBM 501: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 42 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 978 FEET SOUTH OF THE CENTERLINE OF 106TH STREET. ELEV. 832.35 This survey reflects above ground indications of utilities and information available from utility companies. IUPPS ticket number 1208082758 dated 8/08/2012. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warranty that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from the information available. The surveyor has not physically located the underground utilities. Community Restrictions - Zoning and Setbacks Side Yard = 6 feet Rear Yard = 20 feet Aggregate = 12 feet BH Zoning = R1 /PD The client and contractor's attention are directed to the following notes: • Purpos - The within plot plan was Prepared only fc, tile oenefit of the parties indicate: hereon and for the express purpase of obtaining a residential constructicirI p, ;rmit only. • Information from others - This plot plan was compiled based in part on documents, such as construction plans or record drawings, prepared by others, and the Schneider Corporation cannot and does not warrant the accuracy, completeness, acceptance or sufficiency of such information. • Lowest Finished Floor Elevation - The lowest floor elevation depicted hereon has been determined based on a variety of factors including, but not limited to, (i) the pad grades, elevations and /or contours taken from the construction plans for this subdivision, (ii) the architectural plans for the dwelling, and (iii) nearby bodies of water and jurisdictional flood protection grades, if any. Unless otherwise stated, no information about water tables, soil conditions, or soil types has been provided or stated on said plans. If any ground water is encountered during the excavation, or if other known water elevation or soils conditions are present, the builder should contact The Schneider Corporation to discuss possible courses of action. • It is the undersigned's opinion that if the proposed finished grades are constructed as shown, the surface drainage on the subject lot will be satisfactory for residential construction. • Minima! Tolerances - If the home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and /or easement lines, it is suggested that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. • Existing Conditions - Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be immediately reported to The Schneider Corporation. Failure to do so will result in the contractor's assumption of all liability. • Drainage - Contractor to ensure positive drainage away from structure(s). • Sewer /Water Line Separation - Contractor to maintain a minimum distance of ten feet (10' -0 ") between water line and sanitary sewer laterals. • Sanitary Lateral - Contractor shall cut excess off of sanitary lateral as necessary and begin from that point and connect to house. • Sump Pumps - Contractor to place sump pump(s) as needed. • Pavement and Manholes /Cleanouts - Contractor shall not place pavement or concrete, including driveways and sidewalks, on or within one foot (1' -0 ") horizontally of any sanitary sewer manhole or clean out casting. • Sidewalk Placement - It is the responsibility of the contractor to ensure correct sidewalk placement. See sidewalk details and /or as built plans as available for specific sidewalk details and placement. • Ramps - Contractor to install ramps in accordance with municipality requirements. • Driveway - Drive shall be constructed in accordance with municipality requirements. • Note - This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a surveyor location report. Flood Hazard Statement The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within that Special Flood Hazard Area Zone "A ", as said land plots by scale on Community Map Panel 18057CO208F of the flood insurance rate map (FIRM) for Hamilton County, Indiana, dated February 19, 2003. Finished Floor Elevation (FFE) Information Pad Grade = 830.0 per calc Pad Grade + 3.7' = Garage FFE (833.7) Garage FFE + 0.8' = Residence FFE (834.5) Residency FFE - 10.0' = Basement FFE (824.5) • Garage Finish Floor Elevation - The garage finish floor elevation is 1.6 feet below the centerline of Hussey Lane. N CONSTRUCTION DRIVE 000.0 1) All erosion control measures must be maintained and functional through construction. Temporary construction drive to comply with Carmel Storm Water Management Contour Grade 2) Sediment discharge and tracking from lot shall be minimized. Sediment which leaves the site Ordinance. L¢ ^ N must be cleaned up daily and hauled to an appropriate location. Sediment must be swept GENTLE SWALE STATEMENT Storm Sewer Lines from streets, not flushed. Water Service Lines - - - - 3) Construction Entrance must be maintained and/ or top dressed as needed to minimize Gentle Swale required to be constructed prior to lot stabilization (or to be >- S sediment from leaving the site. protected if existing along side lot line) during construction and to remain ® 4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized. post- construction to direct sheet drained watershed towards the fron`. and back of a Z 5) Changes or deviations to this plan shall be submitted to the Carmel Stormwater Utility lot and not towards existing or proposed residence. "' - R Services for approval. Building Line (BL / BSL) 6) The indi�7dual lot operator is responsible for installation and maintenance of all erosion and Easement Line sedimeni control measure until the lot is stabilized. The operator must comply with all z requirements of the storm water management ordinance of Carmel, Indiana. The overall project site operator for this site is: 7) Area drain / manhole protection must also be used for sanitary manholes for protection Operator Name: Lindsay S. Fernandez during ome construction. g Company name: JAMMAS LLC Address: 10685 Thorny Ridge Trace C-1.) 8) Front lot lines shall have non -woven silt fence. Back lot line may be woven or non -woven silt Fishers, Indiana 46037 fence. Phone jf: (317) 356 -2555 x ^O F+i ° ° E-I z 0 a O Of z U UJ J, I I I I I I o PROJECT NO. 8 -14 -12 LOT �RUMENTNO 2000. DRAWN BY: W ( NSI� 9B2 877 REVISIONS: P4 9 -04 -12 dig I 9 -06 -12 dig REVISED OPERATOR DRAWING FILES: P.0 NO 1, SURE NO. 195 r I O ICI Z I M CV M � I „3' DEaouous I ( / / / 50 B.L. �� 3' DECIDUOUS I -� BEEHIVE / I I 9'32 "E I TC- - 825.05 S I 00 INV. SW= 821.95 (12' PLASTIC) .E c� o �! -- -- \ f -4 15 D j5 5'I .di1 N89'29'"W . ' yu.:, 1 24" _ j 00 m 4--� -r / 16/ Dz I ` Cr �i 18'. 1SECIDUC r jO D aDI t =>(DEC alb' 21" DECIDUOUS 1 DEaouaA� 1 74: 8" DECIDUOUS / " DECIO11 r " DEC106CUS / d } r 12" D`aDGOUS F15" DECID0dJ �2I i)�CIDI 18 "," DECIDUOUS a .__.r /4" DECIDUr. S f 18" DECIDUOUS 1 Dll � LL r 1 ?'CaRREGA1Er 1LAS11C / / ' ! tt .12 -.,p a r PIPE MV�8Z 2 e f f' 14' DECii 1 . + Q ff •�.�, i ?? ,ai;,_ Y. _7 J, s14' DECIDUGus /t AREA TO REMAIN AREA 5/ DEC �i2 J� C, WATER VALVE Q \ I 6 CONTROL POINT 5G.' ELEV = 831.85 I 4' DECIDUOUS { ` SF 24' CONIFER, 30' CONIFER I �\ 00 f \ SI `sF 30 CONIFER \ ` ROUND INSET ormu `J I GRASS TC= 830.01 F INV. NYt= 828.26 (6' STEEL) 30" DE IDU F d11ENAY W( SERA \ l I i W WATER SERVICE W V> P� 1� 1. ® /I 6001' m x. ® CONTROL POINT 501 a� ELEV 832.35 " 1.1 DN VALVE MIMI k Y 64.9' _ - - ._.._.._ DUOUS 18' EOM U.I 0 4.74 r I 15 DECIDUOU S: 13' J to7 > 14 9 DE OA 1 s °-22 .bECIDUbU 12" DEC I D �' 1 DECIDUOU �u .3.0" DECIDUOUS 11' DECIDUOUS 9' DECIDU( 8' D OU5 I 1 ' GDI Q i" / 9' nEC I = "- 857 y GRASS Big["01-111 �S _ As As As � � sANrrAtiir /j r,�� III i , d AREA T17 REMAIN UNDISTURBED,/ r CIO - `,�✓ j rw r r(JAII I Iuv; tr , r : ! f . r�•�. 448.75' REMAIN � !` 833 LW Ii I I o0 Z I• ��E I � I I! I{ II I III I� ;I � I 13 I- I I I I I 3 I I I_ o00 W� �F_ L:j0 z 0- Z Lit LaJ o�cL 00 v� 3 o° N {z M N M LO .0, ao z w N in G➢ 2 Z LLJ � X FW-- LLJ 3 00 w Z LLJ M J (/) Q LCD Z J L-J LAND DESCRIPTION NE COR. NE 1 \4 PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING SEC. 10- 17N -3E MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID HALF - QUARTER SECTION; THENCE SOUTH 0 DEGREES 23 MINUTES 41 SECONDS WEST MEASURED (SOUTH 0 DEGREES 10 MINUTES WEST DEED) ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 745.80 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, PARALLEL WITH THE NORTH LINE OF SAID HALF - QUARTER SECTION 448.75 FEET; THENCE NORTH 0 DEGREES 23 MINUTES 41 SECONDS W W EAST, PARALLEL WITH SAID EAST LINE, 745.80 FEET TO SAID NORTH LINE; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST ALONG SAID NORTH LINE 448.75 FEET TO THE POINT OF BEGINNING. EXCEPT: EX. 8" SANITARY SEWER PART OF THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, AND BEING EX. STR. NO. 5 MORE PARTICULARLY DESCRIBED AS FOLLOWS: RIM 838.61 BEGINNING AT THE NORTHEAST CORNER OF SAID HALF- QUARTER SECTION; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST (ASSUMED INVERT IN 812.18 BEARING) ON AND ALONG THE EAST LINE OF SAID HALF - QUARTER SECTION 354.52 FEET TO A PK NAIL SET, THENCE NORTH 89 DEGREES 29 MINUTES INVERT OUT 812.00 32 SECONDS WEST 60.15 FEET TO A 5/8 INCH REBAR WITH CAP SET; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST 8.05 FEET TO A 5/8 INCH REBAR WITH CAP SET; THENCE NORTH 89 DEGREES 29 MINUTES 32 SECONDS WEST 388.50 FEET; THENCE NORTH 00 DEGREES 23) MINUTES 41 SECONDS EAST, PARALLEL TO SAID EAST LINE 358.39 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, ON AND ALONG THE NORTH LINE OF SAID HALF QUARTER, 448.75 FEET TO THE POINT OF BEGINNING. ALSO: LOT NUMBER 1 IN KOSENE SUBDIVISION, A SUBDIVISION IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF RECORDED OCTOBER 9, 1991 AS INSTRUMENT NUMBER 9126877 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. BENCH MARKS TBM 106: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 231 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 5 FEET SOUTH OF THE EDGE OF PAVEMENT. ELEV. 835.15 TBM 107: REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 197 FEET EAST OF THE FIRST DRIVE WEST OF WILLIAMS CREEK, 22 FEET SOUTH OF THE EDGE OF PAVEMENT. ELEV. 830.32 TBM 500: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 208 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 910 FEET SOUTH OF THE CENTERLINE OF 106TH STREET. ELEV. 831.85 TBM 501: SET REBAR W /CAP STAMPED "SCHNEIDER RANDOM POINT" 42 FEET WEST OF THE CENTERLINE OF HUSSEY LN., 978 FEET SOUTH OF THE CENTERLINE OF 106TH STREET. ELEV. 832.35 This survey reflects above ground indications of utilities and information available from utility companies. IUPPS ticket number 1208082758 dated 8/08/2012. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warranty that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from the information available. The surveyor has not physically located the underground utilities. Community Restrictions - Zoning and Setbacks Side Yard = 6 feet Rear Yard = 20 feet Aggregate = 12 feet BH Zoning = R1 /PD The client and contractor's attention are directed to the following notes: • Purpos - The within plot plan was Prepared only fc, tile oenefit of the parties indicate: hereon and for the express purpase of obtaining a residential constructicirI p, ;rmit only. • Information from others - This plot plan was compiled based in part on documents, such as construction plans or record drawings, prepared by others, and the Schneider Corporation cannot and does not warrant the accuracy, completeness, acceptance or sufficiency of such information. • Lowest Finished Floor Elevation - The lowest floor elevation depicted hereon has been determined based on a variety of factors including, but not limited to, (i) the pad grades, elevations and /or contours taken from the construction plans for this subdivision, (ii) the architectural plans for the dwelling, and (iii) nearby bodies of water and jurisdictional flood protection grades, if any. Unless otherwise stated, no information about water tables, soil conditions, or soil types has been provided or stated on said plans. If any ground water is encountered during the excavation, or if other known water elevation or soils conditions are present, the builder should contact The Schneider Corporation to discuss possible courses of action. • It is the undersigned's opinion that if the proposed finished grades are constructed as shown, the surface drainage on the subject lot will be satisfactory for residential construction. • Minima! Tolerances - If the home location shown hereon has minimal tolerance for placement of said home due to its proximity to setback lines and /or easement lines, it is suggested that the builder have the foundation pinned after the footing is poured to help ensure that the improvements do not encroach upon such lines. • Existing Conditions - Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drawing should be immediately reported to The Schneider Corporation. Failure to do so will result in the contractor's assumption of all liability. • Drainage - Contractor to ensure positive drainage away from structure(s). • Sewer /Water Line Separation - Contractor to maintain a minimum distance of ten feet (10' -0 ") between water line and sanitary sewer laterals. • Sanitary Lateral - Contractor shall cut excess off of sanitary lateral as necessary and begin from that point and connect to house. • Sump Pumps - Contractor to place sump pump(s) as needed. • Pavement and Manholes /Cleanouts - Contractor shall not place pavement or concrete, including driveways and sidewalks, on or within one foot (1' -0 ") horizontally of any sanitary sewer manhole or clean out casting. • Sidewalk Placement - It is the responsibility of the contractor to ensure correct sidewalk placement. See sidewalk details and /or as built plans as available for specific sidewalk details and placement. • Ramps - Contractor to install ramps in accordance with municipality requirements. • Driveway - Drive shall be constructed in accordance with municipality requirements. • Note - This drawing is not intended to be represented as a retracement or original boundary survey, a route survey, or a surveyor location report. Flood Hazard Statement The accuracy of any flood hazard data shown on this plot plan is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rate map (FIRM). ALL of the within described land DOES NOT LIE within that Special Flood Hazard Area Zone "A ", as said land plots by scale on Community Map Panel 18057CO208F of the flood insurance rate map (FIRM) for Hamilton County, Indiana, dated February 19, 2003. Finished Floor Elevation (FFE) Information Pad Grade = 830.0 per calc Pad Grade + 3.7' = Garage FFE (833.7) Garage FFE + 0.8' = Residence FFE (834.5) Residency FFE - 10.0' = Basement FFE (824.5) • Garage Finish Floor Elevation - The garage finish floor elevation is 1.6 feet below the centerline of Hussey Lane. Plot Plan Legend NOTES: CONSTRUCTION DRIVE 000.0 1) All erosion control measures must be maintained and functional through construction. Temporary construction drive to comply with Carmel Storm Water Management Contour Grade 2) Sediment discharge and tracking from lot shall be minimized. Sediment which leaves the site Ordinance. L¢ ^ N must be cleaned up daily and hauled to an appropriate location. Sediment must be swept GENTLE SWALE STATEMENT Storm Sewer Lines from streets, not flushed. Water Service Lines - - - - 3) Construction Entrance must be maintained and/ or top dressed as needed to minimize Gentle Swale required to be constructed prior to lot stabilization (or to be >- S sediment from leaving the site. protected if existing along side lot line) during construction and to remain ® 4) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized. post- construction to direct sheet drained watershed towards the fron`. and back of a Z 5) Changes or deviations to this plan shall be submitted to the Carmel Stormwater Utility lot and not towards existing or proposed residence. "' - R Services for approval. Building Line (BL / BSL) 6) The indi�7dual lot operator is responsible for installation and maintenance of all erosion and Easement Line sedimeni control measure until the lot is stabilized. The operator must comply with all z requirements of the storm water management ordinance of Carmel, Indiana. The overall project site operator for this site is: 7) Area drain / manhole protection must also be used for sanitary manholes for protection Operator Name: Lindsay S. Fernandez during ome construction. g Company name: JAMMAS LLC Address: 10685 Thorny Ridge Trace C-1.) 8) Front lot lines shall have non -woven silt fence. Back lot line may be woven or non -woven silt Fishers, Indiana 46037 fence. Phone jf: (317) 356 -2555 Plot Plan Legend ® Proposed Grades 000.0 Existing Grades oOo.0- Contour Grade * Approx. Lateral Location s Sanitary Sewer Lines -sr- Storm Sewer Lines w Water Service Lines - - - - Sub - Surface Drain Lines • Manhole (Sanitary or Storm) ® Beehive Inlet (Storm) ® Curb Inlet (Storm) D (Storm) ® H Fire n - • .. • .. - Flow Line of swals Building Line (BL / BSL) - - - - - - - Easement Line ASSUMED NORTH SCALE 1" = 40' 40 0 20 40 so z 0 4-1 SCOPE ' � 4:1 SCOPE TYPICAL SWALE SECTION NOTE: IN THE RESIDENTIAL DISTRICTS LIMITING HEIGHT TO TWENTY -FIVE (25) FEET, A DWELLING MAY BE INCREASED IN HEIGHT TO THIRTY -FIVE (35) FEET PROVIDED THE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY -FIVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. $ LEGOV EXISTING SANITARY SEWER LINE ST EXISTING STORM SEWER LINE SF SILT FENCING OR SILT SOCK PERIMETER PROTECTION AREA TO REMAIN UNDISTURBED CURB INLET PROTECTION OAREA DRAIN / MANHOLE INLET PROTECTION DRAINAGE FLOW ARROW SOD PS PERMANENT SEED ® TEMPORARY CONSTRUCTION ENTRANCE -f000f FLOW LINE SOIL STOCKPILE PROTECTION - - - SUB - SURFACE DRAIN ® PAD ELEVATION '0\0u111 III11u1�/�i+�iQi/ // No. S0303 STATE OF SUR LEGEI� ®® d INLET OR CATCH BASIN ® SEWER MANHOLE If TELEPHONE MANHOLE AO ACCESS COVER (D TRAFFIC MANHOLE ® WATER MANHOLE • MANHOLE ocOCLEANOUT # AREA LIGHT •- UTILITY POLE WITH GUY �R UTILITY POLE WITH RISE '-O FLAG POLE e TRAFFIC POLE o U1ILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMEI IN CONDITIONING UNIT -►a- UTILITY VALVE Z7 HYDRANT O WELL -oI WATER VALVE Ow WATER METER -04- GAS VALVE Oa GAS METER SIGNS ® MAILBOX TREE, SHRUB BENCHMARK SOIL BORING - - - - - - - - - - OVERHEAD UTILIT TV UNDERGROUND TI E UNDERGROUND El T UNDERGROUND TI FO UNDERGROUND A F UNDERGROUND F( G UNDERGROUND G W UNDERGROUND W S SEWER UNE UNDERGROUND S ° g* UNDERGROUND SANI EDGE OF WOODS X o X- FENCE LINE FLOW LINE f4461 Schneid THE SCHNEIDER CORPOF Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 - i ��Iepl lone: 317.8.6.710( Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineerir Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineeri C� � z_ z w C-1.) ^^ F�1 x ^O F+i ° ° E-I z 0 a O Of z U UJ 0 a- a DATE: PROJECT NO. 8 -14 -12 2000. DRAWN BY: CHECKED BY dlg REVISIONS: 9 -04 -12 dig ADDED TOPO AND TREE 9 -06 -12 dig REVISED OPERATOR DRAWING FILES: SHEET NO.: