The URL can be used to link to this page

Home My WebLink About04120058 Receipts/Permits Item 6 of 7 CITY OF CARMEL PERMIT RECEIPT See: Twp: Rng: Sub:STP Blk: PARCEL ID ........: ZSTP272 DATE ISSUED.......: 12/27/2 RECEIPT #.........: 17018 REFERENCE ID # .... 04120058 OPERATOR: lstewart COPY # 1 I { SITE ADDRESS ...... SUBDIVISION ......: CITY. . . .. . . . . . . . . : IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANy.......... : ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... 13394 GOLDEN GATE DR STANFORD PARK WESTFIELD RYLAND HOMES 9025 N RIVER RD INDIANAPOLIS, IN 46240 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 2,141.00 578.10 0.00 578.10 0.00 ---------- ---------- ---------- ---------- TOTAL PERMIT : 1415.10 0.00 1415.10 0.00 - " I , CITY OF CARMEL / CLAY TOWNSHIP WATER /SEWER PERMIT / RECEIPT Permit #: 04120049 Date: 12/09/2004 , , ./ PARCEL ID #: ZSTP272 LOT & SUBDIVISION: 272 STANFORD PARK ADDRESS OF CONSTRUCTION: 13394 GOLDEN GATE DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: RYLAND HOMES CHECK #: 08658 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 272 STANFORD PARK. WATER CONNECTION 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 valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and.2 of the International Rcsidential Code. All building sewers shall be 6" diameter. All installations shall be "aDen trench" ins"oected and aODroved bv the Carmel Sewer Deoartment before any backfillin2: is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer pernlits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to cntcr the public sewer. Sewer insDcctions should be reauested at (17) 571-2648 one to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he cut. a senaratc street cut neonit shall he nhtainecl. APPLICANT NAME: TONJA PAYMENT RECEIVED BY: FEES: $1,310.00 ;;;JL C ;") , Item 6 of 7 CITY OF CARMEL PERMIT RECEIPT OPERATOR: COPY # See: Twp: Rng: Sub:STP Blk: Lot:272 PARCEL ID ........: ZSTP272 DATE ISSUED.......: 12/09/2004 RECEIPT #.........: 16919 REFERENCE ID # .... 04120049 SITE ADDRESS ...... 13394 GOLDEN GATE DR SUBDIVISION ......: STANFORD PARK CITy.............: WESTFIELD IMPACT AREA ......: OWNER. ...........: RYLAND HOMES ADDRESS ..........: 9025 N RIVER RD CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240 RECEIVED FROM ....: CONTRACTOR .......: COMPANy.......... : ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE ......... RYLAND HOMES LIC # XA-ISUP A-I SUPERIOR EXCAVATING 3143 ROSEWAY DR INDIANAPOLIS, IN 46226 (317) 898-0767 USFWATCONN FLAT RATE TOTAL PERMIT : 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- 1310. 00 0.00 1310. 00 0.00 ---------- ---------- ---------- ---------- 1310. 00 0.00 1310.00 0.00 FEE ID UNIT QUANTITY ,. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER PERMIT . .? [X ] Conditional Permit [] Final Permit INDIVIDUAL LOTS/EXISTING BUILDINGS Project Title: Michigan Road Location: Stanford Park see 3 block 1 Owner/Builder: '1-0<{ f(. U:,. /2- - Lot# __ ;J. 7 z.. ._ _~ Ci~:.. W!lstfield Interceptor Charges Paid: Ryland 'j Street address: /3?ll if Golden Gate Dr Zip:46074 .._.~~_._- County: Hjlmilton _ 1 PRI: LOC: EDU Fee: 1,200.00 Application fee: 75.00 PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall 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, shall be permitted to enter the District's sanitary sewer system. The District will assume no liabilitv for drains which are below the Qrade level of the nearest downstream manhole nor for laterals which are extended beneath drivewavs or sidewalks. The permit holder (property owner, developer or builder) will 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 Dislrict are MAN DA TORY and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made or when water is connected, whichever comes first. /f.3 District will inspect all sump pump connections 30 to 60 days after the lateral inspection has been completed. f c. I have received a copy of Ordinance No. 9-13-99 and agree to follow all District standards. Building has a [ ] crawl space [X] slab or [ ] basement that [ ]will be finished, [ ]rough-in plumbing with Qrinder pump installed during construction, [ ] rough-in plumbing only and Qrinder pump will not be installed during construction, [ ] no plumbing in the basement. (Please check appropriate box.) Builder will notifv the District office when the Qrinder pump installation is completed. K(.condilional Permit Terms: [X] 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 drilling or cuts of active lines and District inspector must inspect all work before covered. [ ] All District fees will 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 [ ] All Conditions have been met and final permit issued 2004. By signing below, I attest that [ am familiar with the District's specifications and agree to accept responsibility for all work done under this permit. Z:P;7;;!j~ - r:;, y ~vL- Buif(Jer/Owner Signature / ..~ l (;z..' C;c Printed Name , :3'16 oJ <; 03> Phone Permit issued this 1" day of December, 2004. ~ 2 site plans submitted Permit is vali~!3I-ON~EAR from the date issued. "c-C // Candy J. Feltner Director of Administration & Customer Service sv -!I. - Permit valid only with CTRWD seal in red ink. Permit-rev.01/03/akn '~~ Scmeider The Schneider Corporation 8901 otiJ ,benue IIIslorlcFcrl_ Ind!uIapollll, indiana 462l6-1037 317-626-7100 317-626-7200 FAX EaglneeliIll S""'JinI LandJcopo An:bit.clun GIS 'US GeoICCl' Plot PlCII I'repaI ed for. R.H. of IndlCl10 BLOCK 1 Lot' 106. contoiling 2,029 s'F.:I:, il Stanford Pork SectIon #3 Instrument , Unrecorded P.C. , X. Slide' X Ooy Twp, HomDtCII County See 20, T29N. RJE I?~ If GOLDEN GAlE DRI\{ (24' RjW) l'repoIed Dote: 11/18/2004: By; NAA Proposed Bu)'8l'(8~ SPEc. Plot P100 Leqend Community Restrictions: Side Yard =3' min. Rear Yard = N/A Aggre<Jate = 6 (B.H,) [@";ID Pr<>p?* ",odes 000.0 Existl'lgGrodes _000.0- Contour Grade * Approx. lateral location -. - SonitCJ'"Y Sower liiell -a- Storm Sewer Liles - '1,/ - Woter Serke Une3 - - - - - - - Sub-Surface Drain lines . t.lonhole (Sonittry (',X Storm) I Beehive Inlet (Storm) curt> Inlel (Storm) D End Seeu", (Storm) .... FhH~ra1t -... - ... -Flow One of swale - Buldilg Lile (Bll BSl) ------- Eosementlile Sanitary Sewer Casting Information Upstre<lm ~anhale, TC= 916.90 Downstream Manhole, TC= 916.40 per plan Finished Floor Elevation Information Pad Grade = 916.9 pO' plan ~~~~e + 0.7' = Garage FIT (917.6) ~rage FIT + 0.5' = Residential FIT (918.1) Sod Calculations: Drive = 195 SF! Private Walk = 189 SF! Sod = 96 Sri , whale )'<Ird Nate: This drawing is bosed on construction pions or record drawings, and is not bosed upan a field survey. The Sohneider Carporatian does not warrant the accuracy or sufficiency of this informotion. Controctors should verify existing conditions prior to any canstruction. MY discreponcy found an this drawing should be reported to The 5thneider Corporotian immediately. faUing to da so results in the contractors assumption of 011 llabili~y. Note: Bunder to ensure positive drainage away from stru~c~ure(s). Deta~ of Ground/ Storm .am. '77' WatO' flaw patt... far Lot # ~ f-' t---- Indi"du~ lots. Vb04,0026103 I \ I ' ''fill ~ lilJll ~ ,I \ , =~= ~~ b ~ ., ~. ()I'!; Assumed North Scale: I" = 20' T'rPICAl SWAt.[ SECllON TC=916.90 PER PlAN 0 <( I -' 0 , I I'~ l!! :::Hn~i:l:::: 0:::: F!' I I 38.76' _ J~_t il 28.5' ..,. << ~ RE~DENCE IS 00 l!!!. NEAR PROPERTY UNE --,~~ , W 0- :z: I- 3' WALK 5 <<>- 1310'1;' -' a. ~o:~Lo.J N I 0:::: << t.il I 26,5' '" - ~ :1 ::c 10 ffi~~15 ..,. ~ ~ 0 0- I en ci 10_ Vl ~t-=28 -0:: m << _~I I N "" .-I 30.5' ...Jtr.lB:o: I '0 I 38,76' W 101 I ~ jt :r: Rl'~DENCE IS 00 OR NEAR PROPERTY UNE (/) "- 30.0 R.D.E. Note: The contractor is to maintain a minimum distance of ten feet (10') between the sanitry sewer and water line laterals. Note: Per Carmel zoning ordinance 26.1.1 : The residential district limits height to twenty-five feet (25'), however a dwelling may be increased in height to thirty-five feet (35') provided the side and rear }(Irds are increased on additional one foot (1') for each one foot (1') the structure exceeds the first twenty-five feet (25') In heighl NOTE: THE WITHIN PLOT PLAN WAS PREPARED AT THE CLIENT'S REQUEST WITHOUT BENEFIT OF A RECORD PLAT. THE CONTRACTOR AND JOR BUILDER HAS BEEN CAUTIONED THAT THE DEPICTED LINES SHOWN HEREON ARE SUBJECT TO CHANGE. w > - 0:::: 0 W I- <( ;;I; 0 .,; a; :z: w 0 I- :z .-I w 0 :::;; w Vl 0 << w Vl Vl W 0:: <.:> ~ Vl Vl W c:: <.:> ~ . << . "" u 0 -' CD