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HomeMy WebLinkAbout06040014-15 Site Construction Plans Rcv. 5/11/2006 DOCSPROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY INSTALLATION SITE ADDRESS: 12120 BROOKSHIRE PKWY CARMEL, IN 46033 LATITUDE: 39' 57' 41.18" LONGITUDE: 86' 05' 56.45" JURISDICTION: CITY OF CARMEL PROPOSED USE: TELECOMMUNICATIONS FACILITY DIRECTIONS: FROM THE INTERSECTION OF 1 -465 AND S.R. 431 ON THE NORTH SIDE OF INDIANAPOLIS, TAKE S.R. 431 NORTH TO 116TH STREET, TAKE 116TH STREET EAST TO GRAY ROAD, TAKE GRAY ROAD NORTH TO BROOKSHIRE PARKWAY, TAKE BROOKSHIRE PARKWAY WEST TO ENTRANCE TO GOLF COURSE, FOLLOW MAIN DRIVE SOUTHWEST TO SITE. TELCO PROVIDER: SBC POWER PROVIDER: CINERGY DRAWING INDEX REV IN- 0410 -01 TITLE SHEET A IN- 0410 -02 SITE LAYOUT PLAN & TOWER ELEVATION A IN- 0410 -03 LANDSCAPING DETAILS A IN- 0410 -04 UTILITY ROUTE A IN- 0410 -LS01 SITE SURVEY q IN- 0410 -LS02 DETAILS A IN- 0410 -LS03 PARENT TRACT DETAIL NOTES 1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL DOCUMENT NUMBER 24782 - 000 —A3 —EF -00001 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: CONCRETE AND REINFORCING STEEL NOTES .................I APPLICABLE BUILDING CODES AND STANDARDS ..... .......I DIRECT BURIED CONDUIT DETAIL ...... ..............................� ABBREVIATIONS & SYMBOLS ............. ..............................� GROUND ROD DETAIL ....................... ............................... INSTALLATION OF GROUND WIRE TO GROUND BAR ....... i GROUND BAR.., ................................................................ CONNECTION OF CABLE GROUND KIT ............................ i CONNECTION OF GROUND WIRE TO GROUND BAR i ANTENNA CABLE GROUNDING — MONOPOLE ...................... INSTALLATION OF GROUND WIRE TO GROUND BAR .......4 PLAN VIEW — TOWER DETAIL .......... ........................110.0... SITE WORK GENERAL NOTES ............ ..............................I STRUCTURAL STEEL NOTES .............. ..............................I GROUNDING NOTES . ............................... 11.11 1111 .................... I ELECTRICAL INSTALLATION NOTES ..... ............................... GENERAL NOTES ............... .............................11.11. ............. COAX TAG IDENTIFICATION DETAIL FOR GREENFIELDS....{ GROUND ROD WITH ACCESS AREA .. ............................... ANTENNA ASSEMBLY ........... DETAIL 102 'DETAIL INSTITUTE FOR ELECTRICAL LAND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH DETAIL .103 105' DETAIL 112, DETAIL 114 DETAIL 118 DETAIL 119 ,DETA ;L 121 ,DETAIL 122, DETAIL 123, 132` ,DETAIL 611 1 ,DETAIL 619 `DETAIL DETAIL 620' DETAIL 621 , DETAIL 6221 .. .. 623 ,DETAIL 636' ,DETAIL DETAIL 644 ' DETA..I L 4 802, FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290 -9549 FAX (317) 290 -9560 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BDVfiE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. R IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. BROOKSHIRE SITE NO, IN -0410 12120 BROOKSHIRE PKWY CARMEL, IN 46033 z ----------- TT_ i� �Ain (1)200�, 400 431 .......... .;: ...... ........... 6 I 5 I 4 r � E 13 I -04 10 CC llo) TE A I E: :ROOD SHIR VICINITY MAP :mot I= L e e . e 1111 p� .a 1111:.• �` �0e unz Lu n u r WIRELESS Iapm%i5 3 . V x . APPLICABLE BUILDING CODES AND STANDARDS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), LATEST EDITION AS ADOPTED BY AHJ] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70.— LATEST EDITION, NATIONAL ELECTRICAL CODE, AS ADOPTED BY AHJ] LIGHTNING PROTECTION CODE: [NFPA 780 — LATEST EDITION, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH E D ITI O N TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 —F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS I oar INSTITUTE FOR ELECTRICAL LAND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM � IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE" TELCOR — DIA G R 1275 GENERAL INSTALLATION N Q RE U I REMENTS . TELCO RDI — A GR 1503 COAXIAL CABLE CONNECTIONS ONS ANSI T1.311 FOR TELECOM — — M DC POWER SYSTEMS TELECOM, ENVIRONMENTAL PROTECTION &Ace � FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS THE MOST RESTRICTIVE REQUIREMENT Q ENT S A LL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC .. .. REQUIREMENT REQUIREMENT SHALL THE SPECIFIC RE Q L GOVERN. DETAIL (103 -XX, .. ......... .. 01 A 11/15/05 ISSUED FOR ZONING N0. DATE REVISIONS SCALE: AS SHOWN IDESIGNED BY: MAN MAN JDJ BY CHK PP' DRAWN BY: MAN 2 c ;, ��'�•,,� ;``Q� r��tST�RFO•.;y��. 18417 - -Q STATE QF . °c CINGULAR WIRELESS TITLE SHEET DRAWING NUMBER IN-0410-01 REV A 11 x 17 B SIZE PSC= C Milk PLANT SO THAT TOP C ROOT BALL IS EVEN WI THE FINISHED GRADE. FORM SAUCER WITH A 4" CONTINUOUS RIM SPECIFIED PLANTING MI; WATER AND TAMP TO REMOVE AIR POCKETS PLANTING MIX TO BE 2/3 TOPSOIL AND 1/3 SPHAGNUM PEAT 12" 12" PLANTING DETAIL 43 SCALE: NONE (Stump — Typ. of 3) r � r!� PROPOSED 6' ARBORVI 7-aE i?%r SEE PLANTING DETAIL _ mv, t 0 w� co MULCH TO DRIP LINE 4" DEEP NOTE: THESE DRAWINGS ARE IN NO WAY AN INDICATION OF APPROVAL OF ANY ITEM(S) PERTAINING TO THE CONSTRUCTION OF THIS PROJECT, OTHER THAN PLANTS AND LANDSCAPING MATERIAL. SOIL CONDITIONS HAVE NOT BEEN TESTED. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE IF ANY CONDITIONS ARE NOT SATISFACTORY. QUANTITY 23 CUT BURLAP AND ALL 16 C. Y. STRING AWAY FROM TRUNK DO NOT LEAVE BURLAP EXPOSED LIMITS OF CONSTRUCTION. — LANDSCAPE CONTRACTOR SHALL REPAIR DISTURBED AREAS WITH SEED AND STRAW MULCH FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290 -9549 FAX (317) 290 -9560 PROPOSED 135' MONOPOLE PROPOSED 4' `. GATE /— PROPOSED GRAVEL ����/• COMPOUND PROPOSED 8' CHAIN —LINK FENCE - -- PROPOSED POWER AND TELCO FRAME PROPOSED BOLLARD ' (TYP. OF 4) LANDSCAPE DETAIL 03 SCALE: 1" = 10' BROOKSHIRE SITE NO, IN -0410 12120 BROOKSHIRE PKWY CARMEL, IN 46033 5 � 4 PLANT SCHEDULE SCIENTIFIC NAME THUJA OCCIDENTALS 'TECHNY' SHREDDED BARK MULCH � SCI • ul�:l " WIRELESS COMMON NAME MISSION ARBORVITAE SYMBOL PLANTING NOTES 1. LANDSCAPE CONTRACTOR (CONTRACTOR) SHALL VISIT JOB SITE, INSPECT EXISTING CONDITIONS AND REVIEW PROPOSED PLANTING AND RELATED WORK. IN CASE OF DISCREPANCY BETWEEN PLAN AND PLANT LIST, PLAN SHALL GOVERN QUANTITIES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED IN THE FIELD COMMENCEMENT OF WORK. PRIOR TO 3. CONTRACTOR WILL SUPPLY FINISHED GRADE AND EXCAVATE AS NEC SUPPLY 4" TOPSOIL DEPTH IN ALL PLANTING BEDS. ESSARY TO 4. ALL PLANT MATERIAL TO BE PREMIUM GRADE NURSERY STOCK. PLANT MATERIAL SHALL CONFORM TO THE CODE OF STANDARDS SET BY "THE AMERICAN STANDARDS FOR NURSERY STOCK." NO BARE ROOT OR PARK GRADE MATERIAL WILL BE ACCEPTED. 5. GUARANTEE OF PLANTS FOR ONE (1) YEAR SHALL BEGIN AFTER ACCEPTANCE OWNER AND /OR PROJECT REPRESENTATIVE. THE CONTRA BY BE IN A HEALTHY, VIGOROUS CO CONTRACTOR SHALL GUARANTEE ALL PLANTS TO SIZE CONDITION FOR A PERIOD OF ONE (1) YEAR FOLLOWING ACCEPTANCE. CONTRACTOR SHALL REPLACE, WITHOUT COST ANY DEAD OR UNACCEPTABLE PLANTS. TO OWNER, 6' 6. THE CONTRACTOR SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES FOR A MINIMUM OF ONE (1) YEAR. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, AND OTHER OPERATIONS NECESSARY TO KEEP PLANT MATERIAL IN A THRIVING CONDITION. 7. ALL LANDSCAPE AREAS SHALL HAVE PROPER DRAINAGE THAT PREVENTS EXCESS WATER FROM STANDING AROUND TREES. 8. MULCHING AND WATERING OF ALL TREES SHALL BE IMMEDIATELY 0 AFTER INSTALLATION. R WITHIN 16 HOURS 9. IT IS INTENDED THAT THIS SITE WILL MATCH EXISTING GROUND ELEV MAINTAIN EXISTING DRAINAGE PATTERNS WHERE APPLICABLE. ELEVATIONS .AND WILL r 'o SITE ELEVATION a3 SCALE: NONE A 11/15/051 ISSUED FOR ZONING N0. DATE I REVISIONS AS SHOWN I DESIGNED BY: MAN MAN JDJ BY I CHK DRAWN BY: MAN ``���� ;11!ls1�►lJ c No. .. 18417 STATE OF P,d AR ANTENNAS 135' - 0" AR ANTENNAS 130' -0" -0" MONOPOLE iAIN LINK FENCE GRADE CINGULAR WIRELESS LANDSCAPING DETAILS DRAWING NUMBER IN- 0410 -03 EV fRA 11 x 11 B SIZE PSC= . C I n APP. P.L. (woods) PROPOSED TOWER CENTER PROPOSED 20'x65' LEASE AREA POINT OF BEGINNING ---� LEASE AREA (Concrete) - (24" Sycamore) / APP. P.L. FLOOD rwcter valve) 1-(4" Pine -T). of 8) 1-(Building) (Top of Bank) (Toe of Slope) (Asphalt) '- -(Building) T(Wcter Tanks) (Petroleum Tank) SEC. 32, TI SN, R4E CLAY TOWNSHIP L-( /oe of S /opv (Top of Bank) SURVEY ZONED: P -1 ( t.'LIL I uLizf/V PARENT TRACT Part of the southeast (Southwest, Northwest and Northeast) Quarter of Section 32, Township 18 North, Range 4 East in Hamilton County, Indiana, more particularly described as follows: Commencing at a Harrison Monument found marking the Southeast corner of the Southeast quarter of said Section 32; THENCE North 89 degrees 46 minutes 50 seconds West along the South line of said Quarter Section 481.69 feet; THENCE North 00 degrees 07 minutes 27 seconds West 307.40 feet to the Southwest corner of Gordon reap estate, Inst. # 91 -2483, the following four (4) courses and distances being along said Gordon real estate; THENCE North 67 degrees 29 minutes 54 seconds East 287.53 feet; THENCE North 00 degrees 07 minutes 26 seconds West 146.58 feet; THENCE North 84 degrees 07 minutes 38 seconds West 267.34 feet; THENCE North 89 degrees 10 minutes 46 seconds Wes: 440.80 feet to the East line of Brooks Manor, Plat Book 15, pages 88 -89; THENCE North 00 degrees 43 minute,9 30 seconds West along said West line 4.43 feet; THENCE South 89 degrees 47 minutes 13 seconds West along the North line of said Brooks Manor 222.70 feet to the East line of Briar Cove Estates, Plat Book 6, pages 79 -80; THENCE North 00 degrees 22 minutes 52 seconds West along said East line 98.59 feet; THENCE North 73 degrees 38 minutes 15 seconds West along the North line of said Briar Cove Estates 342.83 feet to the Northeast corner of the George C. & Patricia B. Stout Real Estate, Deed of which is recorded July 30, 1946, Instrument #8646; THENCE North 72 degrees 45 minutes 34 seconds West along the North line of said Stout real estate, 344.44 feet to the West line of Bradford Place, Plat Book 12, page 79, the following three (3) courses and distances being along said Bradford Place; THENCE North 00 degrees 14 minutes 48 seconds West 690.48 feet; THENCE North 73 degrees 56 minutes 15 seconds West 476.37 feet to the Northwest corner of said Bradford Place; THENCE South 00 degrees 21 minutes 43 seconds East 11.70 feet to the Northeast corner of Eden Forest, corrected in Plat Book 3, page 87 also, the following two (2) courses and distances being along said Eden Forest; THENCE North 84 degrees 33 minutes 26 seconds West 210.61 feet; THENCE North 00 degrees 11 minutes 43 seconds West 424.78 feet; THENCE North 24 degrees 43 minutes 42 seconds West 155.26 feet; THENCE North 24 degrees 48 minutes 27 seconds West 397.64 feet to the North line of said Eden Forest; THENCE along said North line North 89 degrees 24 minutes 50 seconds West 55.96 feet to the Southeast corner of Brookshire, Section 6 -B, Plat Book 4, pages 171 -172; THENCE along the Easterly line of said Brookshire, Section 6 -B, North 07 degrees 57 minutes 43 seconds East 749.56 feet; THENCE continuing along the East line of said Section 6 -B and the Easterly line of Brookshire Section 6 -A, Plat Book 4, page 169, for the following six (6) courses; THENCE North 15 degrees 01 minutes 45 seconds East 606.37 feet; THENCE North 20 degrees 34 minutes 48 seconds East 234.98 feet; THENCE North 08 degrees 58 minutes 11 seconds East 233.12 feet; THENCE North 16 degrees 16 minutes 45 seconds East 319.71 feet; THENCE North 40 degree 56 minutes 51 seconds East 442.15 feet; THENCE South 89 degrees 29 minutes 50 seconds East 174.25 feet to the West line of Brookshire Overlook, Plat Book 7, page 149, the following eleven (11) courses and distances being along said Brookshire Overlook; THENCE South 00 degrees 19 minutes 30 seconds West 39.53 feet; THENCE North 89 degrees 40 minutes 30 seconds West 3.64 feet; THENCE South 00 degrees 19 minutes 30 seconds West 85.19 feet; THENCE South 00 degrees 19 minutes 30 seconds West 85.19 feet; THENCE South 72 degrees 01 minutes 00 seconds East 74.75 feet; THENCE North 20 degrees 11 minutes 30 seconds East 12.20 feet; THENCE South 69 degrees 48 minutes 30 seconds East 39.79 feet; THENCE South 16 degrees 26 minutes 45 seconds West 200.00 feet; THENCE South 73 degrees; 33 minutes 15 seconds East 45.00 feet; THENCE North 47 degrees 01 minutes 42 seconds East 220.37 feet; THENCE North 36 degrees 39 minutes 30 seconds East 165.00 feet to the Southwest corner of the Lumber Mart Real Estate, Deed Book 238, page 272; THENCE North 45 degrees 19 minutes 30 seconds East along the South line of said Lumber Mart 176.78 feet to the Southeast corner of said Lumber Mart real estate; THENCE North 00 degrees 19 minutes 30 seconds West along the East line of said Lumber Mart 165.00 feet to the North line of the Northeast quarter of said Section 32; THENCE South 89 degrees 40 minutes 30 seconds East along said North line 244.39 feet to the Northwest corner of Brookshire, First Section, Plat Book 3, page 108, the following six (6) courses and distances being along said Brookshire, First Section; THENCE South 32 degrees 39 minutes 00 seconds East 217.18 feet; THENCE South 32 degrees 49 minutes 15 seconds West 217.27 feet; THENCE South 21 degrees 36 minutes 10 seconds West 285.20 feet; THENCE South 47 degrees 05 minutes 35 seconds West 250.09 feet; THENCE South 32 degrees 49 minutes 30 seconds West 417.41 feet; THENCE South 38 degrees 59 minutes 30 seconds West 289.36 feet to the Northerly corner of Brookshire, Third Section, Plat Book 3, page 145, the following eleven (11) courses and distances being along said Brookshire, Third Section; THENCE South 80 degrees 39 minutes 25 seconds West 185.23 feet; THENCE South 17 degrees 00 minutes 00 seconds West 515.96 feet; THENCE South 41 degrees 18 minutes 27 seconds West 199.86 feet; THENCE South 10 degrees 21 minutes 28 seconds West 329.89 feet; THENCE South 06 degrees 10 minutes 00 seconds East 361.87 feet; THENCE South 32 degrees 10 minutes 00 seconds East 366.57 feet; THENCE North 70 degrees 38 minutes 00 seconds East 136.45 feet; THENCE North 43 degrees 27 minutes 45 seconds East 586.00 feet; THENCE North 06 degrees 10 minutes 00 seconds West 231.76 feet; THENCE North 45 degrees 00 minutes 00 seconds East 315.00 feet; THENCE North 60 degrees 45 minutes 28 seconds East 152.09 feet to the Westerly line of Brookshire, Second Section, Plat Book 3, page 116, the following nine (9) courses and distances being along said Brookshire Second Section; THENCE South 08 degrees 32 minutes 35 seconds East 236.08 feet; THENCE North 62 degrees 51 minutes 20 seconds East 170.02 feet; THENCE along a curve to the left with a radius of 330.00 feet, the radius of which bears North 62 degrees 51 minutes 42 seconds East from said point, THENCE along said curve an arc distance of 131.64 feet, said curve having a delta of 22 degrees 51 minutes 20 seconds, said arc being subtended by a chord bearing South 38 degrees 34 minutes 20 seconds East and having a length of 130.77 feet; THENCE South 50 degrees 00 minutes 00 seconds East 268.33 feet; THENCE South 40 degrees 00 minutes 00 seconds West 150.00 feet; THENCE South 41 degrees 48 minutes 31 seconds East 93.23 feet; THENCE South 11 degrees 03 minutes 36 seconds East 138.55 feet; THENCE South 30 degrees 00 minutes 00 seconds West 312.18 feet; THENCE South 05 degrees 00 minutes 39 seconds East 486.28 feet to the Northerly line of Brookshire, Section Five, Plat Book 4, pages 114 -118, the following eleven (11) courses and distances being along said Brookshire, Section Five; THENCE North 90 degrees 00 minutes 00 seconds West 430.00 feet; THENCE South 24 degrees 20 minutes 55 seconds West 144.78 feet, THENCE South 12 degrees 54 minutes 00 seconds West 236.59 feet; THENCE South 45 degrees 00 minutes 00 seconds East 196.52 feet; THENCE South 55 degrees 25 minutes 49 seconds East 375.39 feet; THENCE South 76 degrees 13 minutes 35 seconds East 350.12 feet; THENCE South 86 degrees 41 minutes 40 seconds East 770.00 feet; THENCE North 86 degrees 37 minutes 24 seconds East 150.78 feet; THENCE North 71 degrees 41 minutes 34 seconds East 75.27 feet; THENCE North 57 degrees 44 minutes 41 seconds East 279.81 feet; THENCE North 89 degrees 49 minutes 06 seconds East 206.71 feet to the Westerly line right -of -way line of Gray Road, the following six (6) courses and distance being along said right -of -way of Gray Road; THENCE South 00 degrees 09 minutes 42 seconds East 401.57 feet; THENCE South 12 degrees 14 minutes 45 seconds West 102.39 feet; THENCE South 00 degrees 09 minutes 42 seconds East 150.00 feet; THENCE South 19 degrees 33 minutes 15 seconds East 53.01 feet; THENCE South 07 degrees 21 minutes 54 seconds West 101.96 feet; THENCE South 09 degrees 40 minutes 09 seconds East 207.97 feet to the northerly right -of -way line of East 116th Street the following five (5) courses and distance being along said Northerly line of East 116th Street; THENCE South 61 degrees 37 minutes 56 seconds West 62.66 feet; THENCE South 84 degrees 45 minutes 22 seconds West 55.24 feet; THENCE North 89 degrees 54 minutes 34 seconds West 675.00 feet; THENCE South 70 degrees 10 minutes 49 seconds West 53.18 feet; THENCE South 00 degrees 05 minutes 26 seconds West 20.00 feet to the point of beginning. FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290 -9549 FAX (317) 290 -9560 BROOKSHIRE SITE NO. IN -0410 12120 BROOKSHIRE PARKWAY CARMEL, IN 46033 6 1 5 1 4 ■ n(o 1 ar WIRELESS 01i BROOKSHIRE FIRST MORTGAGE LLC (PARCEL #16- 10- 32- 00 -00- 012.001) (Tee Box) 1) According to the reading taken with a GPS receiver and checked with the United States Department of the Interior Geological Survey Map, Fishers, Indiana the tower center is located North 39 degrees 57 minutes 41.18 seconds Latitude and West 86 degrees 05 minutes 56.45 seconds Longitude. 2) The elevations are referenced to the USC & GS datum. 3) The locations of existing underground utilities are shown in an approximate way only and have not been independently verified by the owner or its representative. The contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might be occasioned by the contractor's failure to exactly locate and preserve any and all underground utilities. The contractor shall notify Holey Moley (1- 800 - 382 -5544) 48 hours in advance of construction, for the exact location of existing utilities. Web Site www.iupps.org 4) According to Flood Hazard Boundary Map Number 18057CO228F (Panel 228 of 290) Hamilton County, Indiana, dated February 19, 2003 the proposed lease area lies in Zone AE. 5) The bearing system used for all proposed descriptions hereon this sheet, are based on the State Plane Coordinate System (NAD 83). SEE SHEET LS02 FOR DETAILS AND SHEET LS03 FOR PARENT TRACT DETAI �.00jit Ijff4.l, Given under my hand and seal yh_A�_ N . 910018 STATE OF S L C S h awrence . u re Registered Land Surveyor No. 910018 State of Indiana This survey was prepared by First Group Engineering, Inc., 5714 West 74th Street, Indianapolis, IN, using features located in the field and information supplied by the client. The boundary depicted herein was not necessarily created from a title report nor compared with ad joiners deeds. I A 11/15/05 ISSUED FOR ZONING JFH I JDJ I LCS N0. DATE I REVISIONS I BY I CHK PP' CALE: AS SHOWN DESIGNED BY: JFH DRAWN BY: JFH APP. P.L. 3 .oar a CINGULAR WIRELESS SITE SURVEY DRAWING NUMBER IN- 0410 -LS01 i REV A 11 x 17 B SIZE PSC= : C i /1 POINT OF BEGINNING ACCESS /UTILITY EASEMENT N 00'00900" E ® N 3310941 ". E 15 S 30'38102" W 50.501 170.08 291.15 O2 S 90000000" W N 27'00'14" E 16 S 38'50141" W 20.00 209.27 92.59 Q N 00'00900" E 1 o N 38'56917" E Q S 50036'20" W 20.00' 440.98' 280.07' ® N 90'00900" E 11 S 38'34'20" E 18 S 00'00'00" W 20.00 20.48 46.04 U5 N 50'36'20" E @ S 38056917" W 19 S 37'16136" E 287.46 434.46 19.82 © N 38'50'41" E 13 S 27'00'14" W 20 S 52'43924" W 89.09 208.26 25.00 O N 30'38902" E 14 S 33'1041 " W 21 N 37'16'36" W 290.16 170.71 20.00 14 .a 1�e F v111 1 vi u&.vu.1.11.v LEASE AREA ]LEASE AREA DETAIL SCALE: 1" = 10' FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290 -9549 FAX (317) 290 -9560 ACCESS/UTMITY EASEMENT DETAIL SCALE: 1" = 60' PROPOSED LE, ASE AREA Part of Section 32, Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of the Southeast Quarter of said Section 32; thence along the South line of the Southeast Quarter of said Section 32, North 89 degrees 46- minutes 50 seconds West (assumed bearing) a distance of 481.72 feet; thence North 00 degrees 07 minutes 27 seconds West a distance of 307.40 feet; thence North 67 degrees 29 minutes 54 seconds East a distance of 287.53 feet; thence North 00 degrees 07 minutes 26 seconds West a distance of 146.58 feet; thence North 84 degrees 07 minutes 38 seconds West a distance of 267.34 feet; thence North 89 degrees 10 minutes 46 seconds West a distance of 440.80 feet; thence North 00 degrees 43 minutes 30 seconds West a distance of 4.43 feet; thence North 89 degrees 47 minutes 13 seconds West a distance of 222.70 feet; thence North 00 degrees 22 minutes 52 seconds West a distance of 98.59 feet; thence North 73 degrees 38 minutes 15 seconds West a distance of 342.83 feet; thence North 72 degrees 45 minutes 34 seconds West a distance of 344.44 feet; thence North 00 degrees 14 minutes 48 seconds West a distance of 690.48 feet; thence North 15 degrees 50 minutes 19 seconds West a distance of 126.91 feet to the point of beginning of this description: thence North 37 degrees 16 minutes 36 seconds West a distance of 65.00 feet; thence North 52 degrees 43 minutes 24 seconds East a distance of 20.00 feet; thence South 37 degrees 16 minutes 36 seconds East a distance of 65.00 feet; thence South 52 degrees 43 minutes 24 seconds West a distance of 20.00 feet to the point of beginning and containing 1,300 square feet, more or less. Subject to all rights -of -way, easements and restrictions of record. Note: This legal description is not the result of a full boundary survey. It is the result of compilation of record information and location of available monumentation. BROOKSHIRE SITE NO. IN -0410 12120 BROOKSHIRE PARKWAY CARMEL, IN 46033 6 I 5 I 4 .•r I P� C n C U cuv 3 PROPOSED ACCESS/ EASEMENT Part of Section 32, Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast corner of the Southeast Quarter of said Section 32; thence along the South line of the Southeast Quarter of said Section 32, North 89 degrees 46 minutes 50 seconds West (assumed bearing) a distance of 481.72 feet; thence North 00 degrees 07 minutes 27 seconds West a distance of 307.40 feet; thence North 67 degrees 29 minutes 54 seconds East a distance of 287.53 feet; thence North 00 degrees 07 minutes 26 seconds West a distance of 146.58 feet; thence North 84 degrees 07 minutes 38 seconds West a distance of 267.34 feet; thence North 89 degrees 10 minutes 46 seconds West a distance of 440.80 feet; thence North 00 degrees 43 minutes 30 seconds West a distance of 4.43 feet; thence North 89 degrees 47 minutes 13 seconds West a distance of 222.70 feet; thence North 00 degrees 22 minutes 52 seconds West a distance of 98.59 feet; thence North 73 degrees 38 minutes 15 seconds West a distance of 342.83 feet; thence North 72 degrees 45 minutes 34 seconds West a distance of 344.44 feet; thence North 00 degrees 14 minutes 48 seconds West a distance of 690.48 feet; thence North 15 degrees 50 minutes 19 seconds West a distance of 126.91 feet; thence North 37 degrees 16 minutes 36 seconds West a distance of 65.00 feet; thence North 52 degrees 43 minutes 24 seconds East a distance of 20.00 feet to the point of beginning of this description: thence North 00 degrees 00 minutes 00 seconds East a distance of 50.50 feet; thence South 90 degrees 00 minutes 00 seconds West a distance of 20.00 feet; thence North 00 degrees 00 minutes 00 seconds East a distance of 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 20.00 feet; thence North 50 degrees 36 minutes 20 seconds East a distance of 287.46 feet; thence North 38 degrees 50 minutes 41 seconds East a distance of 89.09 feet; thence North 30 degrees 38 minutes 02 seconds East a distance of 290.16 feet; thence North 33 degrees 10 minutes 41 seconds East a distance of 170.08 feet; thence North 27 degrees 00 minutes 14 seconds East a distance of 209.27 feet; thence North 38 degrees 56 minutes 17 seconds East a distance of 440.98 feet; thence South 38 degrees 34 minutes 20 seconds East a distance of 20.48 feet; thence South 38 degrees 56 minutes 17 seconds West a distance of 434.46 feet; thence South 27 degrees 00 minutes 14 seconds West a distance of 208.26 feet; thence South 33 degrees 10 minutes 41 seconds West a distance of 170.71 feet; thence South 30 degrees 38 minutes 02 seconds West a distance of 291.15 feet; thence South 38 degrees 50 minutes 41 seconds West a distance of 92.59 feet; thence South 50 degrees 36 minutes 20 seconds West a distance of 280.07 feet; thence South 00 degrees 00 minutes 00 seconds West a distance of 46.04-feet; thence South 37 degrees 16 minutes 36 seconds East a distance of 19.82 feet; thence South 52 degrees 43 minutes 24 seconds West a distance of 25.00 feet; thence North 37 degrees 16 minutes 36 seconds West a distance of 20.00 feet to the point of beginning and containing 31,706 square feet, more or less. Subject to all rights -of -way, easements and restrictions of record. Note: This legal description is not the result of a full boundary survey. It is the result of compilation of record information and location of available monumentation. SEE SHEET LS01 FOR SITE SURVEY AND SHEET LS03 FOR PARENT TRACT Given under my hand and seal ty,4L4itfPd�'9 No. fi 9100-18 STATE OF Lawrence C. Suhre Registered Land Surveyor No. 910018 State of Indiana This survey was prepared by First Group Engineering, Inc., 5714 West 74th Street, Indianapolis, IN, using features located in the field and information supplied by the client. The boundary depicted herein was not necessarily created from a title report nor compared with ad joiners deeds. I A 11/ 15/051 ISSUED FOR ZONING JFH I JDJ I LCS NO.1 DATE REVISIONS I BY I CHK PPS SCALE: AS SHOWN DESIGNED BY: JFH DRAWN BY: JFH z CINGULAR WIRELESS DETAILS DRAWING NUMBER IN- 0410 -LS02 REV A 11 x 17 B SIZE PSC= C i ult SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SEC. 32, T1 8N, R4E IN HAMILTON COUNTY, INDIANA FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290 -9549 FAX (317) 290 -9560 ® N 00.07926" W 1@ N 00.14948" W 146.58' 690.48' O N 84'07'38" W 13 N 15.50'19" W 267.34' 126.91' © N 89. 10'46" W 14 N 37'16'36" W 11/15/05 440.80' JFH JDJ 65.00' O N 00'43'30" W 15 N 52. 43'24" E PP' 4.43' DESIGNED BY: JFH DRAWN BY: JFH 20.00' ® N 89.47013" W 222.70' PARENT TRACT DETAIL SCALE: 1" = 200' BROOKSHIRE SITE NO. IN -0410 12120 BROOKSHIRE PARKWAY CARMEL, IN 46033 Given under my hand and seal `� 4 , Ac Lawrence C. Suhre Registered Land Surveyor No. 910018 State of Indiana ` APP. P.L. E c 31SjFRFo. N0. 910018 w ti -STATE OF w'y �, ••• l,VDIA �... ....... . e �t�tetaftti�ia��s� This survey was prepared by First Group Engineering, Inc., 5714 West 74th Street, Indianapolis, IN, using features located in the field and information supplied by the client. The boundary depicted herein was not necessarily created from a title report nor compared with ad joiners deeds. 6 I 5 I 4 CI n u��:l WIRELESS i 3 2 DETAIL "A" CINGULAR WIRELESS PARENT TRACT DETAIL DRAWING NUMBER IN- 0410 -LS03 REV A 11 x 17 B SIZE PSC= 0 C I n A 11/15/05 ISSUED FOR ZONING JFH JDJ LCS NO. DATE REVISIONS BY CHK PP' SCALE: AS SHOWN DESIGNED BY: JFH DRAWN BY: JFH 2 DETAIL "A" CINGULAR WIRELESS PARENT TRACT DETAIL DRAWING NUMBER IN- 0410 -LS03 REV A 11 x 17 B SIZE PSC= 0 C I n