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Home My WebLink About0 Magic StallionC� �4, G7_7�6. i Permit Number: rgnsc.tss , City of Carmel - Fence Permit Application Department of Community Service RELEASED FOR CONSTRUCTION Building and Code Services Subject to compliance with all regulations of State and Local Codes One Civic Square, Carmel IN 46032 DEPT OF COMMUNITY SERVICES Phone: 317-571-2444 CITY OF CARMEL / CLAY TOWNSHIP Property owner Information: INDIANA Name: Saddle Creek HOA: Management company, Centerpoint Community Management Located between on both the North and South side of 141 st Address: hitch anri TnwnP Rnad ___ Phone: 317-843-2226 Name: .••. -. - •• . ... ... MENOMMONEd Contractor Information: Glidden Fence, Bill Dapper Address: P.O. BOX 481, WESTFIELD, IN, 46074 Phone: 317-867-5140 Fence Location and Type: Property Location:West side boundary adjacent to northern most p d south of T4TP Y s This is fence being installed by the HOA on HOA common area Interior Lot Corner Lot Residential Commercial Construction Fence Height and Material to be used: Material: I$ Wood E vinyl 0 other Traditional Farmer fence made up of pressure"treated wood posts, square Height: 48" gauge 10-11-10 wire and 1 strand bar wire to replace existing fence and be consistent with existing fences on _Application Submittal Requirements property. An 8 ft length of section of 3 rail white pvc fence will also be added X A completed Application form to corner off the project where the existing white pvc fence falls 8ft short X A site plan showing the location of the fence of marrying up to the new farmer fe trace. A signed and notarized Waiver of Liability (when placing fence in easement $28.00 Waiver of Liability recording fee (if applicable) $52.00 Application Fee (fee exempt if replacing old fence with new) Submit to Carmel Building and Code Services, attn: ajohnson@carmel.in.gov City of Carmel - Fence Permit Application page 2 The undersigned affirms that the information included in this Application is correct and acknowledges a final inspection is required and does hereby authorize City Staff permission to make site inspections as may be necessary. Further, if the Application is approved, the undersigned will comply with all the requirements of the City of Carmel Unified Development Ordinance and certifies that the measures proposed to mitigate adverse impact will be completed in a timely fashion. The contractor/property owner is responsible for properly locating the property lines; locating pins or surveying property. Also, the contractor/property owner is responsible for contacting Indiana811 to locate underground utilities, and for scheduling the required final inspection. Please contact the Building and Code Services office at 317-571-2444 to schedule your final inspection. If an inspection is not called in after completion, a late fee of $596.00 may be applied. Signature: Date: Applicant HOA VICE-PRESIDENT` OFFICE USE ONLY: Tax Parcel Number: 11 /0(' �� ~ v��o `-',00 i Zoning District Overlay Zone Notes r1l r; W-e' u ) uYwt_(+ nA I Fence: Approved Denied Signature: Ir City of Carmel Date: �/t ' [ b - I9 R i PLAT OF RETRACEMENT SURVEY Prepared for: Patty Schmidt Centerpoint Community Association Management Lots 97-100, 110 111, Westmont, Section 2A Lot 112 BLOCK G COMMON AREA BLOCK G COMMON AREA CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING CHORD DELTA C]J TSS62' 160.00' 1b0.W' N4521'191Y 212.13' 90V0'00' CJO 112.4t' 150.00' 6&B9' N2196'S1'E 109.80' 4256'20' LEGEND SET5/8" REBAR W/CAP STAMPED "S&A FIRM #0008" FOUND 5/8" REBAR W/CAP STAMPED "S&A FIRM #0008" CALCULATED FROM AND/OR FOUND ALUM WELD.NO FIRM NUMBER STAMPED B.L. = BUILDING SETBACK LINE D.0 & S.S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT , ' ............... R.D.E. = REGULATED DRAINAGE EASEMENT `�N�; David 7David Stoe�elwerth 2 80040474 _ Professional Land Surveyor STATE OF Indiana Number: 80040474 ' �9�.................. y Certified: May 29, 2018 %,��SII��•�` S T O E P P E L W E R T H JOB N0. Y: P PAGE DRAWN BY: PCW ALWAYS ON CHECKED BY: BES 7965 East 106th Street, Fishers, IN 46038-7505 DATE DRAWN. 05/29/2018 phone:317.8495935 fox:317.8495942 FIELDWORK DATE: 05/10/2018 OF 2 SHEETS PLAT OF RETRACEMENjT SURVEY Prepared for: Patty Schmidt Centerpoint Community Association Management Lots 97-100, 110-1;11, Westmont, Section 2A i I, the undersigned Registered Land Surveyor, hereby certify to the best) of my information, knowledge and belief, that the included plat correctly represents a retracement survey performed under my direction during May of 2018 of the following described real estate: Lots 97-100 & 110-111, in Westmont, Section 2A, a subdivision in Hamilton County, Indiana, the plat of which is recorded as Instrument Number 2014032885 in Plat Cabinet 5, Slide 226 in the Office of the Recorder for Hamilton County, Indiana. THEORY OF LOCATION The purpose of this survey is to establish the rear lines and rear corners of said Lots 97-100 & 110-111. The improvements on said lot were not located unless they lie within five (5) feet of the lot or property line or were specifically requested to be located. The record plat of Westmont, Section 2A does illustrate on the face of the document that original subdivision monumentation was established to control the location of the within lot corners. Aluminum welds were found throughout the subdivision within the centerline of the streets as depicted on said plat. These monuments had only negligible discrepancies in the horizontal angle and horizontal distance from the record plat geometry and were held. The monument designated as '1"was held as the basis of this survey and the bearing between it and the monument designated as "2"was held as the basis of bearing and checked with monument designated as "3". Bearings and distances shown on the within plat are both measured and record, unless otherwise noted. SURVEYOR'S REPORT In accordance with Title 865, Article 1, Chapter 12, Section 1 through 30 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established on this survey as a result of: A. Availability and condition of reference monuments: Aluminum welds (marking the center points at surface no Firm Number stamped on weld) were found within the center of Lasino Run and Danube Drive as shown on the plat of survey. These monuments were set in place by the platting surveyor and are original or section corners set and maintained by the County Surveyor. Said monuments were found flush with the surface and have been in place for approximately four years. Monuments set per this survey were set flush with the adjacent surface unless otherwise noted. B. Occupation or possession lines: The possession along the West lines of the subject real estate are to the street improvements of Lasino Run and Danube Drive. The possession along the North, South and East lines of the subject real estate are indistinguishable. C. Clarity or ambiguity of the record descriptions used and/or adjoiner's descriptions: Unless discussed above, there are no discrepancies between the record land descriptions of the subject real estate and the adjoiners. Similarly, the lines of the subject real estate ore contiguous with the adjoiners' lines. D. The relative positional accuracy of the measurements: The relative positional accuracy (due to random errors in measurement) of the corners of the subject real estate established on this survey is within the specifications for an Suburban Survey (0.13 feet plus 100 parts per million) as defined In IAC 865. E. Positional uncertainty. As a result of the above observations, it is my opinion that the uncertainties in the location of the lines and corners established on this survey are as follows: Due to Inconsistencies in lines of occupation: EQUAL to the differences shown between the property line evidence found and the property lines established by this survey. Due to variances in reference monuments: Negligible Due to D?screponcies in the record descriptions: None observed. � ' •G;STR No.Vq 80040474 David J. Stoeppelwerth STATE OF Professional Land Surveyor %��q•.!NDIANP:0R,��'` Indiana Number: 80040474 SURV �% Certified: May 29, 2018 JOB NO. 83302 PAGE S T 0 E P P E L W E R T H DRAWN BY: PCW ALWAYS ON CHECKED BY: BES 7965 East 106th Street, Fishers, IN 4603E-2505 DATE DRAWN: 05/29/201 B 2 phone:317.8495935 fox:317.8495942 FIELDWORK DATE: 05/10/201B OF 2 SHEETS 6 PLAT OF RETRACEMENT SURVEY Prepared for: Patty Schmidt Centerpoint Community Association Management Lot 112, 14095 Lasino Run, Carmel, IN 46032 Westmont, Section 2B C. A. #11 ALTAI R DRIVE o 0 J_B GRAPHIC SCALE: 1 Inch = 60 ft. 0 30 60 120 �= ---45.62'1 224.86'_ W R.D.E. _ o . a uj Lot 112 29,076 S.F. IN ZI S� \1 �S9 F ' \ KN6 0 � N8938'41"E 178.02' ry50 t� Lot 111 GN Zx O 16 '(C) � OR C' n b V) CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD BEARING CHORD DELTA C33 235.62' 150.00' 150.00' 445'21'19"W 212.13' 1 90'00100" LEGEND • FOUND 5/8" REBAR W/CAP STAMPED "S&A FIRM H0008" 0 CALCULATED FROM AND/OR FOUND ALUM WELD NO FIRM NUMBER STAMPED `,, B.L. = BUILDING SETBACK LINE �``� .510EppF,'',"�� R.D.E. = REGULATED DRAINAGE EASEMENT •,..•• ••,� D.U.&S.S.E. = DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT 6 ` ��O :'QyG1sTERFo.•. No. = s 80040474 ` STATE OF David J. Stoeppelwerth ti• ��1/DIAN?..OQ.�`� Professional Land Surveyor I',,O nS U R Indiana Number: 80040474 Im mnn"o`• Certified: May 29.2018 .',�STOEPPELWERTH ALWAYS ON 7965 East 1061h Street, Fishers, IN 46038-2505 phone:317.8495935 fax:317.8495942 JOB NO. 83302 PAGE DRAWN BY: PCW CHECKED BY: BES DATE DRAWN. 05/29/2018 FIELDWORK DATE: 05/10/2018 OF 2 SHEETS 6 PLAT OF RETRACEMENIT SURVEY Prepared for: Patty Schmidt Centerpoint Community Association Management Lot 112, 14095 Lasino Run, Carmel, IN 46032 Westmont, Section 213 I, the undersigned Registered Land Surveyor, hereby certify to the best of my information, knowledge and belief, that the included plat correctly represents a retracement survey performed under my direction during May of 2018 of the following described real estate: Lot 112 in Westmont, Section 2B, a subdivision in Hamilton County, Indiana, the plat of which is recorded as Instrument Number 2015026596 in Plat Cabinet 5, Slide 349 in the Office of the Recorder for Hamilton County, Indiana. THEORY OF LOCATION The purpose of this survey is to establish the rear lines and rear corners of said Lot 112. The improvements on said lot were not located unless they lie within five (5) feet of the lot or property line or were specifically requested to be located. The record plat of Westmont, Section 2B does illustrate on the face of the document that original subdivision monumentation was established to control the location of the within lot corners. Aluminum welds were found throughout the subdivision within the centerline of the streets as depicted on said plat. These monuments had only negligible discrepancies in the horizontal angle and horizontal distance from the record plat geometry and were held. The monument designated as °1"was held as the basis of this survey and the bearing between it and the monument designated as "2"was held as the basis of bearing and checked with monument designated as "37. Bearings and distances shown on the within plat are both measured and record, unless otherwise noted. SURVEYOR'S REPORT In accordance with Title 865, Article 1, Chapter 12, Section 1 through 30 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established on this survey as a result of: A. Availability and condition of reference monuments: Aluminum welds (marking the center points at surface no Firm Number stamped on weld) were found within the center of Altair Drive, and Losino Run as shown on the plat of survey. These monuments were set in place by the platting surveyor and are original or section corners set and maintained by the County Surveyor. Said monuments were found flush with the surface and have been in place for approximately three years. Monuments set per this survey were set flush with the adjacent surface unless otherwise noted. B. Occupation or possession lines: The possession along the West line of the subject real estate is to the street improvements of Altair Drive. The possession along the North, South and East lines of the subject real estate are indistinguishable. C. Clarity or ambiguity of the record descriptions used and/or odjoiner's descriptions: Unless discussed above, there are no discrepancies between the record land descriptions of the subject real estate and the adjoiners. Similarly, the lines of the subject real estate are contiguous with the adjoiners' lines. D. The relative positional accuracy of the measurements: The relative positional accuracy (due to random errors In measurement) of the corners of the subject real estate established on this survey is within the specifications for an Suburban Survey (0.13 feet plus 100 ports per million) as defined in IAC 865. E. Positional uncertainty. As a result of the above observations, it is my opinion that the uncertainties in the location of the lines and corners established on this survey are as follows: Due to Inconsistencies In lines of occupation: EQUAL to the differences shown between the property line evidence found and the property lines established by this survey. Due to variances in reference monuments: Negligible S�0Epp�c''%a Due to Discrepancies in the record descriptions: None observed. `�\ �. "GtSTER'' `!i�%� '80040474i_ David J. Stoe pelwertlt STATE OF Professional Land Surveyor y0 ` Indiana Number: 80040474 %,,� SLJRV� �••``� Certified: May 29, 2018 '"fill till �""'�� e' , S T O E P PE L W E R T H ALWAYS ON 7965 East 106th Street, Fishers, IN 46030-2505 phone:317.0495935 fox:317.8495942 JOB NO. 83302 PAGE 2 OF 2 SHEETS DRAWN BY: PCW CHECKED BY: BES DATE DRAWN: 05/29/2018 FIELDWORK DATE: 05/10/2018