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Home My WebLink About13422 Salamone way plot planProposed Buyer(s)CSri Ananth Duvvuri Community Restrictions: Side Yard - 3' Rear Yard = 3' Aggregate - 6' (B-H.) Zoning - S1 Roso 10 R.H. of Indiana Finished Floor Devotion Information Pod Grade = 910.8 per plan Pad Grade + 1.0' = Garage FEE (911.8) Garage FFE + 1.9' = Residential FFE 913.7) Residential FFE - B.9' = Basement FFE (914.8) Note : The garage finished door elevation fa Ze above the curb at the drive, per plan. Ground Cover Calculations: Drive = 818 SF3 Public Walk -205 SFt Private Walk =55 SFt Hydroseeding =9,656 SFf Sod =459 SYt , from Rear of residence. Optional Sod Package Note: Sanitary Sewer Tap of Casting Information Upstream Manhole, TC-- 910.66 Downstream Monhde, TC=910.75 per record drawing Sdewdk to be placed 1' from property lint 4' from back of curb, per plan. rwhc,w swA1e sFcwaN Hydroseeding =1.843 SFtI0t Addl. Sod Pkg.=868 SY±. to Rear easement Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to my construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation Immediately, failing to do so results in the contractors assumption of all Nobility. BASEMENT NOTE The basement devotion, depicted hereon, has been determined and based on the pad grades and/or contours taken from the construction plans for this subdivision. Unless stated, no Information about fluctuating water tables, soil conditions, or sol types has been provided or staled on sold plans. This lot is located now a body of water. Lot or soil conditions may require that the basement floor devotion be held two feet (2'-0') above normal pod elevation. Site investigation may be needed if water is encountered during the excavation process on if other known water elevation or sols conditions are present Investigation and any remedial procedures are at the discretion of the builder to determine and take appropriate steps of action. If any ground water is encountered during the excavation the builder is encouraged to contact The Schneider Corporation to disouss possible courses of action. Note: Builder to ensure positive Q drainage any from struclurs(s). Nota Sump pump(s) to be placed by builder as needed. o�o Vb08.0088065 p Lot # 231 Assumed North Sods : 1' - 30' Nota Per Carmel zoning ordinance 26.1.1 : The The V..hn.idu corpuretwa 8ndu..m6 9961 Otis bmue samsylail Historic tort Hertlsm LondaaW Architecbue Iadimepols. lodieoa 18216-1037 GIs • Hl9 317-826-712s0 00 Geology e317-828-7FAX � This Plot Plan Prepared For: R.H. of Indiana plpt p„ leama Lot 231 ,containing 16,579 S.f.f, in ® plar„Id a,d1e gaytloume °060°0.0 — M& , Section # 3 * Apprm. Lotrel [oration INSTR. # 20400060247 =,`,_ Shane s. 101111" P.G # 3, Slide # 533 " — — — — swat`er mu anont I,Ne Hamilton County, coy Tep 0 30, T18N, l'tQ1E = Manhole (sonna<y ar stone) See" WdSec ") (Sta' 13422 Solamone Way (50'R/19) ,D 9. Curb ailat ) � 6.� (Slam) Flow Carmel, IN 46074 —" —_ of Bulairig Line(e� 7 9&) Prepared Date: 05/06/08: By. AMH--- - Eaeonent Lice Proposed Buyer(s)CSri Ananth Duvvuri Community Restrictions: Side Yard - 3' Rear Yard = 3' Aggregate - 6' (B-H.) Zoning - S1 Roso 10 R.H. of Indiana Finished Floor Devotion Information Pod Grade = 910.8 per plan Pad Grade + 1.0' = Garage FEE (911.8) Garage FFE + 1.9' = Residential FFE 913.7) Residential FFE - B.9' = Basement FFE (914.8) Note : The garage finished door elevation fa Ze above the curb at the drive, per plan. Ground Cover Calculations: Drive = 818 SF3 Public Walk -205 SFt Private Walk =55 SFt Hydroseeding =9,656 SFf Sod =459 SYt , from Rear of residence. Optional Sod Package Note: Sanitary Sewer Tap of Casting Information Upstream Manhole, TC-- 910.66 Downstream Monhde, TC=910.75 per record drawing Sdewdk to be placed 1' from property lint 4' from back of curb, per plan. rwhc,w swA1e sFcwaN Hydroseeding =1.843 SFtI0t Addl. Sod Pkg.=868 SY±. to Rear easement Note: This drawing is based on construction plans or record drawings, and is not based upon a field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to my construction. Any discrepancy found on this drawing should be reported to The Schneider Corporation Immediately, failing to do so results in the contractors assumption of all Nobility. BASEMENT NOTE The basement devotion, depicted hereon, has been determined and based on the pad grades and/or contours taken from the construction plans for this subdivision. Unless stated, no Information about fluctuating water tables, soil conditions, or sol types has been provided or staled on sold plans. This lot is located now a body of water. Lot or soil conditions may require that the basement floor devotion be held two feet (2'-0') above normal pod elevation. Site investigation may be needed if water is encountered during the excavation process on if other known water elevation or sols conditions are present Investigation and any remedial procedures are at the discretion of the builder to determine and take appropriate steps of action. If any ground water is encountered during the excavation the builder is encouraged to contact The Schneider Corporation to disouss possible courses of action. Note: Builder to ensure positive Q drainage any from struclurs(s). Nota Sump pump(s) to be placed by builder as needed. o�o Vb08.0088065 p Lot # 231 Assumed North Sods : 1' - 30' 51 ��5. �CjcJ /SSCP QF \ 69.6' ' I REW r \ N, 01 FLOOD HAZARD STATEMENT CERTIFICATION \\,p�`dWU1911� IIDI4/,Uy G,/Gip��i i S0303 = d A�1''� S7ATE OF \ 16.0' �o�nn#nmlunumta`\o� �, , c 360' 6-B � r i ++ r i PER This drawing 's not Int ded to be represented as a retrocement or original boundary DRAWING� survey, a route survey, or a Suveryor location Report Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale S r uncertainty and to any other uncertainty in location or elevation an the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of Carmel, Indiana dated February 19, 2003. SIGNATURE : DATE: SIGNATURE REPRESEFITS CMINATION OF RECEIPT OF PLOT PLAN BY CUSTOMER. Nota Per Carmel zoning ordinance 26.1.1 : The district Belts height to twenty-five feet /residential �d \ (25), however a dwelling may be Increased In height to thirty-five feel (35) prodded the side and rear yards are Increased on additional one foot (1') far / / each one foot (1) the structure exceeds the fest twenty-five feet (25') In height. 51 ��5. �CjcJ /SSCP QF \ 69.6' ' I REW r \ N, 01 FLOOD HAZARD STATEMENT CERTIFICATION \\,p�`dWU1911� IIDI4/,Uy G,/Gip��i i S0303 = d A�1''� S7ATE OF \ 16.0' �o�nn#nmlunumta`\o� �, , c 360' 6-B � r i ++ r i PER This drawing 's not Int ded to be represented as a retrocement or original boundary DRAWING� survey, a route survey, or a Suveryor location Report Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to map scale S r uncertainty and to any other uncertainty in location or elevation an the referenced flood insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of Carmel, Indiana dated February 19, 2003. SIGNATURE : DATE: SIGNATURE REPRESEFITS CMINATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.