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HomeMy WebLinkAbout04120071 Receipts/Permits Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # Sec:30 Twp:18 Rng:03 Sub:CBN Blk:02 Lot:154 PARCEL ID ........: ZCBN154 DATE ISSUED.......: RECEIPT #.........: REFERENCE ID # .... 12/13/2004 16931 04120069 /f~ 13 3 63 SALAMONE CLAYBOURNE WESTFIELD WY SITE ADDRESS ...... SUBDIVISION.. ....: CITY. . . . . . . . ..... : IMPACT AREA.. ....: OWNER..... .......: RYLAND HOMES ADDRESS... .......: 9025 N RIVER RD CITY/STATE/ZIP...: INDIANAPOLIS, IN 46250 RECEIVED FROM....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 1310.00 -~---------- ---~-------- 1310.00 ......~.. ..f~:,.I' RYLAND HOMES OF IN LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 AMOUNT PD-TO-DT 1. 00 1310.00 0.00 1310.00 NUMBER 0.00 08670 THIS REC 1310.00 1310.00 twedding 1 I I I I I I NEWIBAL 0.00 0.00 , /v"i","ii~~. CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 04120069 Date: 12/13/2004 PARCEL ID #: ZCBN154 LOT & SUBDIVISION: 154 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13363 SALAMONE WY WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES OF IN CHECK #: 08670 EXCAVATOR INFORMATION: Name: A-1 SUPERIOR EXCAVATING Ph. #: (317) 898-0767 Fax #: Street Address: 3143 ROSEWAY DR Bond Expiration: Email: INDIANAPOLIS, IN 46226 PERMIT TYPE: USEWRWATR ; SEWERlWATER PERMIT Special Notes/Conditions: LOT 154, CLAYBOURNE. WATER PERMIT. . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valv'es shall be installed in accordance with City Code Section 9-I22(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. ' All installations shall be "open trench" inspected and approved bv the Cannel Sewer Department before any backfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No fO'oting or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. I I No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements are made at least 24 hours in advance. tAli plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany ~treet ml1!;;t he cut H scnHrHte street cut nennit shHll he ohtainecl. Sewer inspections should be reaue"sled at (3] 7) 571-2648 one to four hours in advance. APPLICANT NAME: TONJA GROCE PAYMENT RECEIVED BY: FEES: $1,310.00 Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: lstewart COPY # 1 Sec:30 Twp:18 Rng:03 Sub:CBN Blk:02 Lot:154 PARCEL ID ........: ZCBN154 DATE ISSUED.......: 01/10/2005 RECEIPT #.........: 17110 REFERENCE ID # .... 04120071 SITE ADDRESS ...... 13363 SALAMONE WY SUBDIVISION......: CLAYBOURNE CITy........ .....: WESTFIELD IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANY... .......: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RYLAND HOMES 9025 N RIVER RD INDIANAPOLIS, IN 46250 RYLAND HOMES LIC # RYLHOME RYLAND HOMES 9025 NORTH RIVER ROAD INDIANAPOLIS, IN 46240 (317) 846-4200 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEw' BAL ---------- -----------~- ---------- ---------- ---------- ---------- ---------- IRESELEMTR FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFINAL FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFTSLB FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESFTSLB+ FLAT RATE 1. 00 52.00 0.00 52.00 0.00 IRESROUGH FLAT RATE 1. 00 52.00 0.00 52.00 0.00 PRIF FLAT RATE 1. 00 527.00 0.00 527.00 0.00 RESC/O FLAT RATE 1. 00 50.00 0.00 50.00 0.00 RESSINGLE SQUARE FEET 4,282.00 792.20 0.00 792.20 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 1629.20 0.00 1629.20 0.00 METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 1629.20 08457 ------------ ------------ 1629.20 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICA nON For: Residential New Structures, Additions, Remodel.\, & Accessory Buildings Permit #: 04120071 Date: 01/10/2005 PARCEL 10 #: ZCBN154 LOT & SUBDIVISION: 154 CLAYBOURNE ADDRESS OF CONSTRUCTION: 13363 SALAMONE WY Township?: 18 Zoning: S1/ESTATE PROPERTY OWNER INFORMATION: Name: RYLAND HOMES Ph. #: 3178462962 Fax #: 3178464224 Street Address: 9025 N RIVER RD INDIANAPOLIS, IN 46250 WESTFIELD, IN 46074 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: RYLAND HOMES Ph. #: (317) 846-4200 Fax #: (317)846-4224 Email: MENGLAND@RYLAND.COM Street Address: 9025 NORTH RIVER ROAD INDIANAPOLIS, IN 46240 Plumber's Name: GRAY. EARL (& SONS) Codes for Project: IRC SnAd~1 Nntes/Condition~' LOT 154 CLAYBOURNE. SINGLE FAMILY. . NO NOTES' PERMIT TYPE: RESSINGLE ; RESIDENTIAL SINGLE FAMILY DWEL Water Service by: CARMEL County Well Permit #: Sewer Service by: CTRWD County Septic Permit #: Foundation Type: BSMT Estimated Cost of Construction: $236000 Manufactured Trusses: Y Sump Pump: Y Porch: N Deck: Square Footage: 4282 Early Release ILP: N Model Home: This permit is valid only if construction commences within one (I) year of the date of issuance of the St~lte Commercial Design Release. All construction must be completed (ClO issued) within two (2) years of the issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or structures requested by this application will comply with, and conform to, all applicable laws of the State of Indiana, and the "Zoning Ordinance of Carmel Indiana -1993" (Z~289) and amendments, adopted under authority of LC 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further certify that only kitchen, bath, and Ooor drains are connected to the sanitary sewer. I further certify that the construction will not be used or occupied until a Certificate of Occupancy has been issued by the Department of Community Services, Carmel, Indiana. APPLICANT NAME: TONJA FEES: RES ELECTRICAUMETERB. RES FINAL 52.00 RES FOOTiNG & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O GROCE 52.00 52.00 52.00 52.00 527.00 50.00 SINGLE FAMILY DWELLING 792.20 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT ] Conditional Permit [X] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Road Location: Claybourne sec 2 Owner/Builder: Ryland Lot# 154 Street address: 13363 Salamone Way ~e~~ .1ip:_.~~;!.fiQJj~~__ _~ County: Hamilton.. c.__~.' . y- CitY~_.l'!.estfiel;1._ Interceptor Charges Paid: PRI: LOC: EDU Fee: 1,200.00 Application fee: 75.00 PLEASE NOTE: Instaliation of building sewer shali be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All instaliations shali be inspected by District personnel during "open trench" phase and before backfilling with sand or stone to six inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shali be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the qrade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) wili be responsible for damages to the District's sewer system. This includes damages to manholes. castings, manhole lids and the like; caused by construction activity on the . building site which is the subject of this permit. Inspections by the District are MANDA TORY and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. AIi new construction wili be placed on billing six months after connection has been made Or when water is connected, whichever comes first. I:' ~. District will inspect all sump pump connections 30 to 60 days atter the laterai inspection has been completed. /? (" I have received a copy of Ordinance No. 9.13-99 and agree to follow all District standards. Building has a [ ] crawl space [ ] slab or [ ] basement that [ ]will be finished, [X ]rough-in plumbing with qrinder pump installed during construction, [ ] rough-in plumbing only and qrinder pum[1 will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notify the District office when the arinder pump installation is completed. Conditional Permit Terms: - [] NO CONNECTION to the sewer until further notification. [ ] Certificate of Insurance must be on file with CTRWD listed as certificate holder. [ ] 48 hours notice before work starts on manhole core driliing or cuts of active lines and District inspector must inspect all work before covered. [ ] All District fees wili be paid in full. [ ] Approval pending Districts review of plans. [ ] Copies of approved permits from appropriate county Or city agencies for work in the right-of-way road cuts or are required. [ ] No occupancy until further notification [ ] AIi Conditions have been met and final permit issued 2004. By signing below, I attest that I am familiar with the District's specifications and agree to accept responsibility for ali work done under this permit. /"xCi "- \ ;. ~. ./Vi,--C,,- cZ> cc,../-.- BUilder/Owner Signature /' fc/ (. (,-tC 0 cC Printed Name 846-2962 Phone Permit issued this 13th day of December, 2004. . yes 2 site plans submitted Permit is valid for OljE'YBf'R from the date issued. l //~~-_.:~ . ..... / ~ --~ ."....-. . i;~~eltner - . Director of Administration & Customer Service sv Permit valid only with CTRWD seal in red ink. Permlt-rev.01/03/akn Sc~ The Schneider Corporation 890t 0Ua Avenue HiIloric fort Harriaon lndianapoUa:. Indiana 48216-1037 317-828-7100 317-828-'1200 fAX EDp.....w, SuneJWc Landa:cape Arcb1tectlU'8 GJ8 .us GeoloU Nole: This drawing is based on construction plans or record drawings, and is not based upon a tieJd survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. Any discrepancy found on this drowing should be reported to The Schneider Corporation immediately; foiling to do so results in thel contractors assumption of all liobility. I Plot Plan Prepared for: R.H. of INDIAN 6 lot # 154. containing 11.566 5.F.:t, In Ca)lloume Section # 2 Instrument # 200400001341 P.c. # 3. Slide # 321 Cay Twp, Hamltan County See 30, TIlIN, RJE 1 JJ6J SALAMONE WAY (SO' R/'#IJ Prepared Date: 12/08/2004 : By. .xx; Proposed BU)'lll'(s): IH'tfNT~Y Community Restrictions: Side Yord =N/A Rear Yard = 20' Aggregate = 10' (B.H.) Plot Pion legend [WQ]] Proposed Grades 000.0 Existing Grades __ 000.0-- Contour Grode * Approx. lateral location - . - Sanitary Sewer Lines -If - Storm Sewer Lines - \J - Water Semce Lines - - - - - - - Sub-Surface Drain Lines . Manhole (Sanitary or Storm) . Beehive Inlet (Storm) III Curb Inlet (Storm) D End Section (Storm) ... Fire Hydrant - 000 - 0 0 0 - Flow Line of swale Building Line (Bl / BSl) - - - - - - - Easement Line Note: The basement elevation, depleted hereon, has been determined and based upon the pad grades and/or contours token from the construction plans fO( this subdivision. UnleSs stated, no information about fluctuating water tables, soil conditions, or soil twes has been pro\o1ded or stoted on said plans. It is recommended that the basement fllllshed noar elevations be at least two feet (2') above the normal pool I e1evotion oi any adpinlng bodies of water, unless (] study of facts reveals otherwise. If during the excavation process any ground water is witnessed, The Schneider Corporation should be notified immediately. The basement elevation should be raised two feet (2') above the ground water, and additional construction techniques should be Incorporated to alleviate future problems. DetaD of Ground/ Storm Water flow pattern for Indlviduollots. Sanitary Sewer Casting InformatJoo Upstream Monhole, TC= 911.20 Downstream Manhole, TC= 913.40 per plan Note: SuUder to ensure positive drainage away from structure(s). Note: Sump pump(s) to be placed by buUder as needed. rlllished Roor Elevation Information Pod Grode = 913.5 per plan Pod Grode + 0.7' = Gorage FIT (914.2) (Bsml) Gorage FIT + 1.5' = Residential HE (915.7) Residential FIT - 9.0' = Basement FIT (906.7) Nole : The gorage finished fioor eleV<llion . ~I 01'< Is 3.7' above the curb at the drive, per pion. ~ TYPICAl SWAlE SECllON D ~ =~= o Assumed North Scale: 1- = 30' Sod Calculatioos: om. = 977 Sft Public Walk = 1,144 Sft Private Walk = 9 Sf! Sod = 805 SYt , tram rear of home. Hj<lraseed"g = 3,896 Sft TC=91;;-t- PER PLAN I -- " - I - co <Xi i b PER PLAN Sidewalk to be placed l' from property line, 4' from bock of curb, per plan on Salomone Way. Sidewalk to be placed I' from property line, 14' trom bael< of curb, per plan on Dolan Way. I I I \ I I ,ill , I \ I Lot # 154 V.b # 04.0026858 Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however 0 dwelling may be increosed in height to thirty-five feet (35') provided the side ond reor )'Olds ore increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') in height. ~ '\, ")0,' _----- / ( I ~ ~ ~ []IIT] I '''' 'I ~ HANDICAP'" RAMP '" '" (911.34) DOLAN WAY '" " (911.94 ) '" 105,00' If ---- J7.0' 25' Bl 8 '" 8.38 ~ 0 ~ ~ Ii; I ~:: ~ 130.00' SIGNA lURE : ~ I >- <t: 3, w :z:~ o . ~~ I ~ '" 0.. "" '" WALK 911.1 15' DU&SE ar " '" .~ ~I i ~ ~ ~ ~I <0 is I_ ~I -28.4' '" ar ~ 25.00 '" RCXL CURS ~I DATE: SIGNA lURE REPRESENTS COI/F1RMAlION Of RECEIPT Of PLOT PLAN BY ClJSTOllER. '" I '" I ...; 1 a; I 81 dl ~I I I I I 1 I '" I 912.51 l\ .1 _\Jl:l ~,~ --r- 4J.t 1 I !ll => '" b o d 0> \ ~ \ Note: The contractor is to maintain a minimum distance at ten feet (10') between the sanitry sewer and water line laterals.