The URL can be used to link to this page

Home My WebLink About14070069 Sewer/Water Permit/s CITY OF CARMEL 2 ITEMS OF 2 PERMIT RECEIPT OPERATOR: plux COPY # : 1 Sec:l9 Twp:18 Rng:3 Sub:LRE B1k:3A Lot : 113 PARCEL ID . . . . . . . . : 1709190005001000 DATE ISSUED. . . . . . . : 07/14/2014 RECEIPT # . . . . . . . . . : BC000007947 REFERENCE ID # . . . : 14070068 SITE ADDRESS . . . . ..: 4135 LISTON DR SUBDIVISION . . . . . . : LONGRIDGE ESTATES CZTY . . . . . . . . . . . . . : WESTFIELD IMPACT AREA . . . . . . . OWNER . . . . . . . . . . . . : PULTE HOMES ADDRESS� . . . . . . . . . . : 11590 N, MERIDIAN ST #530 CITY/STATE/ZIP . . . : CARMEL, ZN 46032 RECEIVED FROM . . . . : PULTE HOMES CONTRACTOR . . . . . . . : ft T MOORE CO, INC LIC # XRTMOR COMPANY . . . . , . . . . . : R T MOORE CO, INC� ADDRESS . . . . .��. . . . . : 6340 LAPAS TRL � CITY/STATE/ZIP . . . : INDIANAPOLIS, IN 46268 TELEPHONE . . . . . . . . : (317) 291-1052 FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC. NEW BAL --------- ---------- -------- --- -------- -------- -------- USFWATCONN FLAT RATE 1 . 00 2615 . 00 0 . 00 2615 . 00 0. 00 UWATERTAP FLAT RATE� 1 . 00 10�2 . 00 0 . 00 102 . 00 0 . 00 --------- --------- ---------- ---`---- TOTAL PERMIT : 2717. 00 0 . 00 2717 . 00 0 . 00 METHOD OF PAYMENT AMOUNT REFERENCE NUMBER ---------------- ------------- ------------------- CHECK 2 , 717 . 00 0050558168 ------------- TOTAL RECEIPT : 2, 717 . 00 <<� `^A�=F, CITY OF CARMEL/ CLAY TOWNSHIP Permit #: 14070068 � � ', WATER/ SEWER PERMIT/ RECEIPI� Date: 07/14/2014 ��.�uoian�� PARCEL ID#: 1709190005001000 LOT& SUBDIVISION: 113 LONGRIDGE ESTATES ADDRESS OF CONSTRUCTION: 4135 LISTON DR WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: PULTE HOMES CHECK#: 0050558168 EXCAVATOR INFORMATION: Name: R TMOORE CO, INC Ph. #: (317) 291-1052 Fax#: Email: Street Address: 6340 LAPAS TRL INDIANAPOLIS, IN 46268 Bond Expiration: PERMITTYPE: USEWRWATR ; SEWER/WATER PERMIT Special Notes/Conditions: LOT 113 LONG RIDGE ESTATES,�RESIDENTIAL WATER PERMIT 'NO NOTES' 7'he building&Sewer Shall be pvc sewc�pipe meeting ASTM specifications 3034�SDR 35 o('latest revision;or vitrified clay pipe,mecting AS7'M�specifications C-700 for extra stren�th clay pipe of latest revision unless oiher materials are hereby permitted in wri[ing. The sewer shall be installed in.accordance with ASTM 2321 for pvc pipeand Ihc Uniform Plumbing Code for the State of Indiana. All installations shall be in s[ric[compliance�with pertinent City of Carmel ordinanees. Back Water check valves shal66e installed in�accordance with City Code�Section 9-122(e),and sections P3008�.1 and 2 of the International Residcntial Code. All building sewcrs shall be 6"diameter. All installations shall be'bven-trench"insoected and aovrovedbv the Carmel Sewer Departmevt before�anv backfillin¢is done. Non- compliance may result in digging up Ihe.sewer installation and/or denial of future sewer pertnits and/or denial o(water connections. No footing or foundation drains or othersoarces of ground water'or storm water shall be permitted to enter the public sewer. Sewerinspections should be requested at(317)571-2648 one to four hours in advance. No inspeclions or installations will bc made on Saturday or Suntlay or.holidays unless arrangements are madc at least 24 fiours in advance. All plumbers or contractors installing sewe�(or water) liues shall have�a plumbers bond posted with the CITY F..NGINEER'S OPFICE. If any street musf�be cuP- a senaratastre,e.i cni nermit..�hall he ahtained. APPLICANT NAME: SUZETTE SCHUETTE PAYMENT RECENED BY: ��/►�, FEES: $2,717.00 �� Gar. FFE =9p5,0 qTyyATER- ELEV g �BASE HOUSE STqNDARD FEqTURES" 1 sf FIr FFE= 906:8 RIGHT HAND-Brick Wrap B'FULLBASEMENT TOW=gp5;g GARDEN SSMT-9'Walls 3 CAR SIDE ENTRV GARAGE t: Bsmt FFE=8g7,p Gard. Window-.901.p 3 CAR -Side Entry eRicK wRqa 5'x7'DECK ` Drive Slope'= 6.4% Noee: "SELECTED FEATURES" Retaining system tor�grading t�t� ,J� �n �,(y�L, may be necessa .for er�n 9'GARDEN BASEMENT d (c��J-avM 11 C�I�J IJVOO LfISLIIJ basements. ry 9 �J��2 ��°- o° �ii = �O� �(/r' Note: Mlnimum Front yerd-Variable WATER LINE MlnimumBetweenResidences-6' �TON DRIVE M M Minlmum Rear Yerd-20' / M 50"R/W�apac-sc�_ _ — � '�� /M i /I __ ___ --____ / � �y __—__�� Jl�/�'�Y S'WALK � �� - � SANMH8p7 ��5� � � 'BAN MH&19� , 3AN SELyER �, � TC=80J.50 �� g0�, .� rc=sao.oa ` � zao.au.e 'pa. w '10.0' � ! . m ' '_"C _ � i � R 6 / S\ � � � L 0 TC=8B 67 �� e� h ^ � � �� v A ��'e'��4� 'b� 28.0 n � I� y0' � 8.4 ti � '�� w I � � \ v/ ,n�,,.� b �i � I ° � � � ��:� \ � ' � ° � � I � I�J�_ I �11 \ sP � I . �o.o• o`� � ' � � m LOT # 113 ° �'o \ ,, j ,. �f �vat p ±20,390 SF �°° � PAD 905.0 PER PLAN � �./ '� �\ \� / ,0.r s / qh s / g � '�'`�l �,� �/ • / • ^,�3� 1 S Fl��,O/.W�1 p � ! `a�+"' ��' "��GF � STMINLET �� Co�tractor should verliysump �� Conc Flaiwork'Sq�. Ft= t1453 rc=a98.sa pit loca6on wiM Feld Manager. Public Walk Sq Ft= t1500 Sod Sq Yds =t1080 �=Proposed Grade Seeding Sq Ft=t8123 �=Drainage Flow ' (Drive, Apron, 3'Walk, Patio, Stoops) (PORCH NOT INCLUDED) Nose; Contractor should verity site.specific infortnation depicted Flood Hezard Note: hereon with the approved,construction and erosion control plans for this devebpmenb AISp;.ConVactor should reference Lot Number 113 lies within Flood Hazerd Zone"X"per the. Aichitectural qans for faindatlon odentetion and dimensions. scaled location on the Flood Insurance Rate Maps for � Hamilton'COUnty,Intliana(Communiry Panel#18057CO205F, Note: dated February 19,2003). The proposed oo�sWction grades,contours,and proposed structure Note: elevations as depictad�hereon e[e hased uponinformation proNded � upon the appmved constiucdon docurtrents�.prepared kr thls This.drawing is based,upon construc[ion plans ard/or record . development. UNess oth9rw158 statad hereon,rro Intortnatlon d��yj� y ' � -, �--. �pertalning to Eut rrot Iimited to 1lubtua�ng wate�taWes eleveLons, � __ _ g �preparedbyothars'andisnottiasedupon:a.(eld.survey: :soA. ` � � COOR Consulting 8 Land Services Coip,does�rw=t warrant ffie �YPeS and conilitfons within ttie budding.arees of this comectness o�Jntegrity of this Information. The contreqorlowner devebpment heve been provided��and\onreferenced�on said shoukJ verify existirg conditions prior to construclion.My varying documents. WIN the excevation of Ne proposed structure field corWitions or any disexepancy with the�informaBon conta�ned foundations,certain qre and observafions should be made in regard hereon should be immeAfatey�eported to COOR Consultlng 8 LarM �o such conditions as soil rypes and�uctuating water rables. Dudnq Services,Co failure to do so woultl result in the conVactor/owners the excavadon process should any unsuftahle soils or ground water �" ba wimessed,the buiWer sha0 be immetllate notlfled for further assumptlon of Iiability. examinayon and eonsuRation. At the builders discretlon,addiuonal wnstruction techniQues may be necessery to apeviete futu2 problems. LONGRIDGE ESTATES PLOT PLAN SECTION 9A Prepared For: � Pc a,suoe aos �y o ,.� INSTR#2008000445 �� f�l ��15�1�1� � OC� f�ll�J �Q��Q�7g . � o rr p o rr � ff B o a� PUIteC�r�u�3 . 303�WEST MAIN STREET KNIGHTSTOWN.INDIANA LOT# 113 (888)'S93-2667 (765)345-5943 FAX#: (765)345-5692 d135LISTON DRIVE pulte.Homes of Indiana DqTE:06/05/14 JOB.#2004-250.1�13 REVISIONS: WES7FIELD,IN46074