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HomeMy WebLinkAbout0627.01 Building Plans (2)PR'Fsrvwcxlj4, SITE NO. IN54XC303C 01 ZAMBER NSTALL NEW ANTENNAS AT 100 FT* ON EXISTING 138 FT GUYED TOWER AND INSTALL BTS CELL EQUIPMENT IN NEW EQUIPMENT SHELTER VICINITY MAP NO SCALE M, V DIRECTIONS: 465 EAST TO RT 31 NORTH TO 116TH STREET WEST TO DITCH SOUTH TO QUEENS WAY EAST TO GATE CD CD FIRST GROUP ENGINEERING INC. CD Sj'T CON IJING ENGINEERS 5714 W. 74TIl STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 ZAMBER 13880UEENS WAY CARMEL, IN. 46032 HAMILTON COUNTY Q&QT QESCRIPTIQN: CONSTRUCT A NEW, NON—INHABITABLE EQUIPMENT PCS WIRELESS BASE STATION WHICH INCLUDES: 1. INSTALL NEW ANTENNAS ON EXISTING GUYED TOWER 2. CONSTRUCT NEW EQUIPMENT SHELTER 3. PROVIDE A NEW 200 AMP ELECTRICAL SERVICE. HANDNAE REQUIREMENTS: FACILITY WILL BE UNMANNED AND IS NOT DESIGNED FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO NOT APPLY. PROJECT SUMMARY SHEET INDEX Tl SITE NAME ZAMBER SITE NUMBER IN54XC303C SITE ADDRESS 1388 QUEENS WAY SITE PLAN CARMEL, IN. 46032 HAMILTON COUNTY OWNER: EDWARD C. ZAMBER COMPOUND LAYOUT 1388 QUEENS WAY CARMEL, IN. 46032 APPLICANT SPRINT SPECTRUM, L.P. FENCE AND ANTENNA DETAILS 9801 W. HIGGINS RD, STE 220 ROSEMONT, ILLINOIS 60018 JURISDICTION: HAMILTON COUNTY TAX IDENTIFICATION: 17-13-03-00-00-028,017 LEASING AREA: 400 SO. FT. Q&QT QESCRIPTIQN: CONSTRUCT A NEW, NON—INHABITABLE EQUIPMENT PCS WIRELESS BASE STATION WHICH INCLUDES: 1. INSTALL NEW ANTENNAS ON EXISTING GUYED TOWER 2. CONSTRUCT NEW EQUIPMENT SHELTER 3. PROVIDE A NEW 200 AMP ELECTRICAL SERVICE. HANDNAE REQUIREMENTS: FACILITY WILL BE UNMANNED AND IS NOT DESIGNED FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS DO NOT APPLY. U11LITIES: ELECTRIC: INDIANAPOLIS POWER AND LIGHT TELEPHONE: AMERITECH IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY INDIANA UNDERGROUND (1-800-382-5544) 48 HOURS IN ADVANCE OF CONSTRUCTION, FOR THE EXACT LOCATION OF EXISTING UTILITIES v Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUC710N DRA"NG FOR SITE NO. IN54XC303C 14 REVIEWED BY SPRINT LANDLORD SPRINT RF NET. OPS. PROPERTY OEY MQf'r D ON'T 'Hsa DIG BLIND CALL TWO WORIKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL. T(YU_ FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA SHEET INDEX Tl TITLE SHEET O: & Sprint Cl SITE PLAN C2 COMPOUND LAYOUT AND DETAILS if C3 FENCE AND ANTENNA DETAILS C4 ANTENNA CABLING DETAILS El GROUNDING NOTES AND DETAILS E2 GROUNDING PLAN AND DETAILS E3 EQUIPMENT DETAILS AND CONDUIT ROUTING PLAN TITLE SHEET E4 ONE LINE DIAGRAM & GROUND BAR DETAILS Al SHELTER DETAILS A2 SHELTER DETAILS STATE (AT '44s, / Ll LANDSCAPE PLAN U11LITIES: ELECTRIC: INDIANAPOLIS POWER AND LIGHT TELEPHONE: AMERITECH IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY INDIANA UNDERGROUND (1-800-382-5544) 48 HOURS IN ADVANCE OF CONSTRUCTION, FOR THE EXACT LOCATION OF EXISTING UTILITIES v Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUC710N DRA"NG FOR SITE NO. IN54XC303C 14 REVIEWED BY SPRINT LANDLORD SPRINT RF NET. OPS. PROPERTY OEY MQf'r D ON'T 'Hsa DIG BLIND CALL TWO WORIKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL. T(YU_ FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA O: & Sprint Spectrum, L.P. if 18417 :C Itz TITLE SHEET x STATE (AT '44s, / RE LC) s SITE NUMBER DRAWING NUMBER DATE REVISIONS BY CHK APP'D IN54XC303C Tl DATE: 01 /29/01 [CHECKED BY: M. A.N.1 DRAWN BY: R.E.N. NORTHWEST CORNER OF THE NORTHWEST QUARTE OF SEC. 3, T17N, R3E 01� NOTES: 1) According to the reading taken with a GPS receiver and checked with the United States Department of the Interior Geological Survey Map, Carmel, Indiana the tower center located North 39 degrees 57 minutes 03.19 seconds Latitude and West 86 degrees 10 minutes 57.60 seconds Longitude. 2) The elevations are referenced to the USC & GS datum. �L 3) The proposed site is currently zoned S-1. 4) In the unpaved areas, the 12 ft. wide access road shall be 2" of #53 stone over a 6" layer of 2" diameter stone (remove topsoil). 5) It is recommended that the contractor notify Holey Maley (1-800-382-5544) 48 hours in advance of construction, for the exact location of existing utilities. 6) According to Flood Hazard Boundary Map Number 180081 0007 C (Panel 7 of 14) for City of Carmel, Hamilton County, Indiana, dated May 19, 1981 the proposed lease area lies in Zone C. 7) Boundary oCations are approximate and based on the information provided by Sprint PCS. No comparisons were made with adjoiners deeds. 30 0 15 30 1 inch = 30 ft. N N N r i 1 OV l 0 SEC. 3, T1 7N, R3E CLAY TOWNSHIP HAMILTON COUNTY (Guyed Anchor) CP EDWIN C. ZAMBER/ o0 �1 s cr d (PIN# 17-13-03-00-00-028.017) SITE BENCHMARK TOP OF CONC. FOUNDATI( �ELEVATION = 856.53' 394 ( ��SEE LEASE AREA DETAIL - ` 127' 0 PEASE A EA S 90'00'00" E I N 00'00'00" E I 20.00 i 15.50 ' 7 S 90'00'00" E� i _ 1 25.00' r. N N 00'00'00" E ,-.N I i 85s 0 e << / 15.00' N 90'00 00" N ` O \\1� c i (Grass) 25.00 << 8' UTILITY EASEMENT1, <� SEE DETAIL 12' Asphalt Drive) (Transformer) G�, '(Concrete) `. w F_ (Ug ) Under round Electric I:. )� (Grass i P.O. UTILI EAS EME T r I < <I ,' J c� `� I `.. _• 20 ACCESS/UTI I TY It I ---' \ � I EASO EN T �I (b (pin e T ee) I' O. (V O O \LJ 0 re) (Concrete) o- �. ."�sl O as i.. O r i oo O ----------- p Cc - 00 ., I i O � ao ..�I (n o f \\ rrf P Z 83y ; ; I (Guyed Anchor Typ I., i S 45'00'00" W--. , \ N 89 28 25 W 8.42' \'\ � � \ 231.41 (CP) �'} " S 89'2825" E N 45'00'00" -- i<'' <✓ S 45'00' 0" W N 45'00 00 E_____ 231.41' 28� ` « 44 0' 23.86'__ _ ;��� i 06'10'15" W T ,�, - - - < H- :-; - - - `''r•' �`' .;''.; i \:,,�--` ` :n� _.. .. ' ,• a..;:..,�,. ... -ee w Tree Row ^� N 0 E 52.42 (L andsco,o-n - S 89'28'25" E`'� (Fence% $ Ro w 112.6 7' (L a (F: o w � � e y n CS op in g) �j-- /r w,�in e� R � �5 - 856--,._ (RC "rOCC SD,ke Set)- P.o.6.--f� SITE PLAN � _-(kc,lracd ACCESS/UTILITY N 89 28 2 W s QUEENS WAY EASEMENT ��2" cvp) 20.10' ZONED S-1 -- - - - - -- -- - - - --- --- -- - - ---- - (14 so a `i FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS .5714 W. 74TH STREET, INDIANAPOLIS, INDIANA P11. (317) 290-9549 FAX (317) 290-9560 ZAMBER � Sprint PCS 1388 QUEENS WAY 9801 W. HIGGINS ROAD, SUITE 220 CARMEL, IN 46032 ROSEMONT, ILLINOIS 60018 HAMILTON COUNTY CONSTRUCTION DRAWING FOR SITE N0. CH54XC303C Q Cen cel, (Te co �edestai) O 00 00 00 O O Z N 90'00'00" E 17.23' w O 00 00 O cc O O N 90.00'00" W 17.23' N 90*001, 20.00' w DATE REVISIONS BY CHK A P P' D O- 0 0 - -- ----------- - -- -- CH54XC303C LEASE AREA p- o 0 0 0 DRAWN BY: C.A.P. 3,600 SIFT, o 0 ON ON Z 0 N 90'00'00" W 20.00' UTILITY EASEMENT DETAIL LEASE AREA DETAIL SCALE: 1"=10' SCALE: 1"=1C' Legal Description - Parent Tract A part of the Northwest Quarter of Section 3, Township 17 North of Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Beginning at a point on the West line of said Quarter Section which bears North 00 degrees 09 minutes 55 seconds East (assumed bearing) 470.00 feet from the Southwest corner of said Quarter Section; thence North 00 degrees 09 minutes 55 seconds East upon and along said West line 509.93 feet to a point which bears South 00 degrees 09 minutes 55 seconds West 1605.00 feet from the Northwest corner of said Quarter Section; thence South 89 degrees 50 minutes 05 seconds East 520.38 feet; thence South 00 degrees 09 minutes 55 seconds West 509.93 feet; thence North 89 degrees 50 minutes 05 seconds West 520.38 feet to the Place of Beginning, containing 6.09 acres, more or less (5.57 acres net of right of way) Subject to all agreements, covenorts, easements, restrictions and rights-of-way of record. Legal Description - Access/Utility Easement A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East, Hamilton County, Indiana described as follows: Commencing at the Northwest corner of said Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet along the west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67 feet along the south line of said quarter section to the point of beginning of this description: thence North 06 degrees 10 minutes 15 seconds East 52.42 feet; thence North 45 degrees 00 minutes 00 seconds East 23.86 feet; thence South 89 degrees 28 minutes 25 seconds East 231.41 feet; thence North 45 degrees 00 minutes 00 seconds East 28.03 feet; thence North 00 degrees 00 minutes 00 seconds East 144.24 feet; thence South 90 degrees 00 minutes 00 seconds West 25.00 feet; thence North 00 degrees 00 minutes 00 seconds East 15.00 feet; thence North 90 degrees 00 minutes 00 seconds East 25.00 feet; thence North 00 degrees 00 minutes 00 seconds East 15.50 feet; thence North 90 degrees 00 minutes 00 seconds East 20.00 feet; thence South 00 degrees 00 minutes 00 seconds East 183.02 feet; thence South 45 degrees 00 minutes 00 seconds West 44.70 feet; thence North 89 degrees 28 minutes 25 seconds West 231.41 feet; thence South 45 degrees 00 minutes 00 seconds West 8.42 feet; thence South 06 degrees 10 minutes 15 seconds West 43.39 feet; thence North 89 degrees 28 minutes 25 seconds West 20.10 feet; to the point of beginning and containing 10,587 square feet, more or less. Subject to all r s':'� -of-way, easements, and restrictions of record. Legal Description - Utility Easement A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of said Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet along the west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67 feet along the south line of said quarter section; thence North 06 degrees 10 minutes 15 seconds East 52.42 feet; thence North 45 degrees 00 minutes 00 seconds East 23.86 feet; thence South 89 degrees 28 minutes 25 seconds East 231.41 feet; thence North 45 degrees 00 minutes 00 seconds East 28.03 feet; thence North 00 degrees 00 minutes 00 seconds East 113.68 feet; to the point of beginning of this description: thence South 90 degrees 00 minutes 00 seconds West 17.23 feet; thence North 00 degrees 00 minutes 00 seconds East 8.00 feet; thence North 90 degrees 00 minutes 00 seconds East 17.23 feet; thence South 00 degrees 00 minutes 00 seconds East 8.00 feet; to the point of beginning and containing 138 square feet, more or less. Subject to all, rights-of-way, easements, and restrictions of record. Legal Description - Lease Area A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest corner of the Northwest Quarter; thence South 00 degrees 31 minutes 35 seconds West 2,114.68 feet along the west line of said quarter section; thence South 89 degrees 28 minutes 25 seconds East 112.67 feet along the south line of said quarter section; thence North 06 degrees 10 minutes 15 seconds East 52.42 feet; thence North 45 degrees 00 minutes 00 seconds East 23.86 feet; thence South 89 degrees 28 minutes 25 seconds East 231.41 feet; thence North 45 degrees 00 minutes 00 seconds East 28.03 feet; thence North 00 degrees 00 minutes 00 seconds East 144.24 feet; thence South 90 degrees 00 minutes 00 seconds West 25.00 feet; thence North 00 degrees 00 minutes 00 seconds East 15.00 feet; thence North 90 degrees 00 minutes 00 seconds East 25.00 feet; thence North 00 degrees 00 minutes 00 seconds East 15.50 feet; to the point of beginning of this description: thence continuing North 00 degrees 00 minutes 00 seconds East 20.00 feet; thence North 90 degrees 00 minutes 00 seconds East 20.00 feet; thence South 00 degrees 00 minutes 00 seconds East 20.00 feet; thence South 90 degrees 00 minutes 00 seconds West 20.00 feet; to the point of beginning and containing 400 square feet, more or less. Subject to all rights-of-way, easements, and restrictions of record. Given under my hand and seal 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 adjoiners deeds. A* Sprin t PCS SITE PLAN SITE NUM BER ---- R - -- -- --- N 0. DATE REVISIONS BY CHK A P P' D - -- ----------- - -- -- CH54XC303C D AWING NI,MBER - -E----- - - --- ---- ---- -- C1 DATE: 12 28 00 I CHECKED BY: M.A.N. DRAWN BY: C.A.P. 0 EXIST - GRADE MME-MMOMMM Me! 1" OF BITUMINOUS SURFACE ON 2" OF BITUMINOUS BINDER 6" OF #53B AGGREGATE BASE (COMPACTED IN PLACE) COMPOUND LAYOUT C2 SCALE. 1"= 5-0" C, FIRST GROUP ENGINEERING INC. Ul (lu CONSULTING ENGINEERS 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA ij PH. (317) 290-9549 FAX (317) 290-9560 L Cn IR ER )AXIAL CABLE BRIDGE NEW G.P.S. ANTENNA MOUNTED ON COAXIAL CABLE BRIDGE PROPOSED EQUIPMENT SHELTER .44- r4-) 6 NEW DEMARC ZAMBER 1388 QUEENS WAY CARMEL, IN. 46032 HAMILTON COUNTY 0 0 NEW METROCELL CABINETS af 0 z z r 20'x20' LEASE AREA NOTES LAYOUT AND DETAI NEW PPC CABINET z (POWER & TELCO) CHANGED TO SITE NlJ,!BF'- DRAWING NUMBER Ld (1) 2"0 SCHEDULE 40 P.V.C. r IN54XC303C CONDUIT TO TELCO UTILITY Q_ (1) 2"0 SCHEDULE 40 P.V.C. 0 CONDUIT TO POWER UTILITY 0 REVISIONS .44- r4-) 6 NEW DEMARC ZAMBER 1388 QUEENS WAY CARMEL, IN. 46032 HAMILTON COUNTY rTELEVATION C2 N.T.S. -�a`-- Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWNG FOR SITE NO. IN54XC303C NEW DEMAR = Sprint Spectrum, L. P - - COMPOUND NOTES LAYOUT AND DETAI A. THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CHANGED TO SITE NlJ,!BF'- DRAWING NUMBER ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ r IN54XC303C EMS ANTENNAS ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY. REVISIONS B. REFER TO THE SITE PLAN PREPARED BY OTHERS FOR BOUNDARY AND SITE TOPOGRAPHY. DATE: 01 /29/01 JC�E�7KED BY: M.A.N.,l DRAWN BY: R.E.N�ll C. DESIGN REQUIREMENTS FOR THE ANTENNA SUPPORTING STRUCTURE ARE PER THE MOST CURRENT BOCA NATIONAL BUILDING CODE. LOCAL BUILDING CODES, AND THE EIA/ TIA-222—E STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE BASIC WIND SPEED UTILIZED FOR DESIGN IS 75 MPH AND 1/2" ICE. D. CONCRETE FOR FENCE POST AND COAX CABLE TRAY SHALL BE 3000 PSI AIR ENTRAINED (4% TO 6 %) NORMAL WEIGHT CONCRETE. E. FENCED SITE AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, ORGANIC MATERIALS, AND/OR RUBBLE TO FIRM SUB GRADE AS APPROVED BY GEOTECHNICAL REPORT. PLACE A "MIRAFI 500X" SHEET ON SUB GRADE AND FILL W/ 23—A BASE (INDOT) COVERED WITH 2" OF 3/4" CRUSHED/ WASHED ROCK TO FINISHED GRADE. F. STRUCTURAL STEEL SHALL CONFORM TO LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE CODE FOR STANDARD PRACTICE. NEW SPRINT SECTORIZED PANEL G. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36.. ALL STRUCTURAL STEEL ANTENNAS, (1) PIPES SHALL CONFORM TO ASTM A53 GRADE B. ANTENNAS PER SECTOR, (3) H. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-92 SECTORS (3) STRUCTURAL WELDING CODE —STEEL WELD ELECTRONICS SHALL BE E70XX. CONTRACTOR TO USE ANTENNAS TOTAL "CERTIFIED AND/OR LICENSED" PERSONNEL FOR WELDING. 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8" MIN. DIAMETER BEARING TYPE CONNECTIONS WITH TREADS INCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE "HILTI QUIK", BOLTS UNLESS OTHERWISE NOTED. J. ALL COAXIAL CABLE CONNECTIONS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. K. STEEL FENCE SYSTEMS SHALL INCLUDE THE FENCE POSTS, FABRIC, GATE SYSTEM, AND ALL NECESSARY ERECTION ACCESSORIES, FITTINGS, AND FASTENINGS. ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. GATES SHALL BE SWING TYPE— REFER TO SITE PLAN, THIS SHEET FOR SIZE. REFER TO TYPICAL FENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75% OF 28 DAY DESIGN CD STRENGTH. z z Ln CIO z L. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTORS SHALL VERIFY TRUE T< z z NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. Li z w < 0z Uj M. REFER TO "E" SHEETS FOR SITE ELECTRICAL LAYOUT, DIAGRAMS, AND DETAILS. 0- 0 < 0 z V) 0 G_ < z N. TOWER FOUNDATION DESIGN IS UNDER SEPARATE CONTRACT BY "OTHERS" AND IS EXCLUDED FROM 0 o z THESE DESIGN DRAWINGS. REFER TO OWNER PROVIDED DRAWINGS FOR SPECIFIC DETAILS REGARDING V) EXISTING FOUNDATION SYSTEM. x Uj U_ GUY 0 0 0 WIRES Z Ln z Ld V) x C) Llj 0 I < r) < 0 z z cr_ Ljj F- 0 z 0 0 0 z P V) EXISTING GUY Li WIRES PROPOSED COAXIAL CABLE BRIDGE o PROPOSED EQUIPMENT SHELTER rTELEVATION C2 N.T.S. -�a`-- Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWNG FOR SITE NO. IN54XC303C NEW DEMAR .......... ............ 0 016 A = Sprint Spectrum, L. P - - COMPOUND LAYOUT AND DETAI CHANGED TO SITE NlJ,!BF'- DRAWING NUMBER r IN54XC303C EMS ANTENNAS REVISIONS DATE: 01 /29/01 JC�E�7KED BY: M.A.N.,l DRAWN BY: R.E.N�ll .......... ............ 0 016 A = Sprint Spectrum, L. P - - COMPOUND LAYOUT AND DETAI '44 SITE NlJ,!BF'- DRAWING NUMBER r IN54XC303C C2 .......... ............ 0 016 A CLUSTER MOUNT "EMS WIRELESS" PART # MTG—C00-10 APPROVED EQUAL (TYr.) PROPOSED ANTENNA --� BOTTOM OF ANTENNA FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS Y. 74TH STREET, INDIANAPOLIS, INDIANA . ` (317) 290-9549 FAX (317) 290-9560 �— ANTENNA (TYP.) TOWER i ANTENNA MOUNT DETAIL - PLANS N.T.S. C cc Ln �—EXISTING TOWER LF=G i CLUSTER MOUNT "EMS WIRELESS" PART # MTG—C00-10 OR APPROVED EQUAL (TYP. ) — 1/2" JUMPER CABLES COAX ANTENNA MOUNT DETAIL - ELEVATIONS N. T. S. NOTE! ! 1. CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND LOCATION OF ALL EQUIPMENT 2. REFERENCE MANUFACTURER DRAWINGS & STANDARDS FOR ALL EQUIPMENT INFORMATION AND PARTS. 3. ANTENNA ORIENTATION AND DIVERSITY MUST BE VERIFIED WITH IN FIELD PROJECT MANAGER ZAMBER 1388 QUEENS WAY CARMEL, IN 46032 HAMILTON COUNTY �- Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN54XC303C EQUIPMENT SHELTER NO -1 4 COAX CABLE BRIDGE DETAIL I REVISIONS�: C3 N. T. S. 3Y NOTES: APP'D DATE: 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAIL, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 9' FOR 10' BRIDGE CHANNEL. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE END OF THE ICE BRIDGE, WITH A MAXIMUM CANTILEVER OF 2' FROM THE SUPPORT AT THE FREE END. 4. CUT BRIDGE CHANNEL SECTIONS SHOULD HAVE CUT EDGES COLD GALVANIZED SPRAYED. NO -1 DATE I REVISIONS�: 3Y CHK APP'D DATE: 12/28/00 N CHECKED BY: M.A.. DRAWN BY: E.E.M. = Sp rin t Spectrum, L.M. FENCE AND ANTENNA DETAILS SITE NUMBER DRAWING NUMBERR IN54XC303C C3 is Is 1 I SECTOR GROUND BAR 0 ANTENNA � TO GROUND RING ANTENNA PROVIDED BY "SPRINT" NOTES: 1. ALL ANTENNAS, COAXIAL CABLE AND GROUND KITS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. CONTRACTOR TO DELIVER MATERIAL FROM THE "SPRINT" WAREHOUSE TO THE JOB SITE. ALL UNUSED MATERIAL ARE TO BE RETURNED TO THE "SPRINT" WAREHOUSE OR DISPOSED OF PER "SPRINT'S" DIRECTION. 2. INSTALL. ALL MATERIALS PER "SPRINT'S" SPECIFICATIONS AND MANUFA..0 I RER RECOMMENDATIONS. 3. DO NOT INSTALL GROUND KIT ON CABLE BENDS. 7/16" DIN FEMALE CONNECTOR 1/2" FLEXIBLE JUMPER DIN MALE, DIN -MALE CONN. 10' LONG 1 1/4" TYPE DIN FEMALE CONNECTOR TYPICAL ANTENNA GROUNDING KIT STANDARD 1 5/8" FOAM HELIX TO GROUND BAR LOCATED INSIDE TELCO SIDE OF PPC TYPICAL ANTENNA GROUNDING KIT ----- 1 1/4" TYPE DIN FEN;ALE CONNECTOR ----- 1/2" JUMPER DIN MALE - - - --- 112" SUPER -FLEXIBLE JUMPER 10' LONG TO BE INSTALLED BY BTS CONTRACTOR GPS UNIT INSTALLED BY OTHERS (NOT IN CONTRACT) CADWELD TO GROUND RING 112"0 COAX CABLE (OR EQUAL) MIN. BENDING RADIUS PER MANUFACTURERS SPECIFICATIONS -- ----- 1/2" TYPE N MALE CONNECTOR TYPE N MALE CONNECTOR SUPPLIED BY SPRINT INSTALLED BY CONTRACTOR RE CABINET TYPICAL ANTENNA AND CABLE CONFIGURATION wIN • §', i �,�4 ti 'HE,�`k�E^ `S Ory n • • • • (I/ • r • rr• • • r • :r• ••• • •' • +• • 211 Al M ZAMBER Sprint Spectrum L.P. GROUP ENGINEERING INC. Ell . • • QUEENS WAY 9801 W. HIGGINS ROAD, SUITE 220 CONSULTING ENGINEE5714 W. 74TH SI'REET, INDIANAPOLIS, INDIANA CARMEL, IN 46032tROSEMONT, ILLINOIS 60018 1`111 x`24 3 '�� k '1 i' �� � �� � #±•,��u, tie�'"�n� �� � h.:. �rxs" � (317) 290-9549 FAX (317) . • r • (' r AWNG • r HAMILTON COUNTY SITE NO. IN54XC303C EXAMPLE - SECTOR 2 TX/RX R B W 1. COLOR BAND TO BE 2" WIDE ON MAIN LINE 2. SPACING TO BE 1" BETWEEN COLORS 3. COLOR BAND ON JUMPERS 1" WIDE W/ 1" SPACE 4. START COLOR BANDS 2" BEYOND WEATHERPROOFING 5. START SECTOR COLOR NEXT TO END CONNECTOR (3 SECTORED/1 RF CHANNEL) SECTOR 1 YELLOW YELLOW BROWN 1�jWHITE WH I TE WH I TE TX/RX RX ALPHA - w r s TOP VIEW r, GAMMA BETA C> 7f ivy o�F`� FR90-16-02DP 2 TYPICAL ANTENNA CONFIGURATION N. T. S. T NOTES: 1. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS, CABLE LENGTHS LISTED ARE APPROXIMATE AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL ANTENNA CABLE LENGTHS REQUIRED MAY VARY FROM LENGTHS TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 2. ACTUAL COAXIAL ANTEl`,iNA CABLE DIAMETER WILL BE AS SHOWN 3. ALL MAIN CABLES W!L '._ BL COLOR CODED AT (3) THREE LOCATIONS A. AT ANTENNAS OR Pv1AIN FEEDER B. OUTSIDE CABLE PORT C. BOTTOM OF FEEDER 4. ALL MAIN CABLES WIL BE UTILIZED GROUND KITS GROUNDED AT (2) TWO POINTS AS FOLLOWS: A. ANTENNA LEVEL ONE END MECHANICAL CONNECTED TO GROUND BAR. B. ONE END MECHANICAL CONNECTED TO EXTERNAL GROUND BAR (EGIF" 5. ALL TOP JUMPERS WILL BE THREE FEET OR SIX FEET IN LENGTH. SUPPLY BY SPRINT PCS& INSTALL BY ANTENNA CONTRACTOR. 6. CABLES TO BE INSTAL' ED AND TESTED AS PER SPRINT SSEO 3.003.10.004 Sprint Spectrum, L.P. ~ ANTENNA CABLING DETAILS 1 2/16/01 REVISED COAX SIZE MAN k`-�- SITE NUMBER DRAWING NUMBER R NO. DATE REVISIONS BY CHK APP'D IN54XC303C ' C4 DATE: 12/28/00CHECKED BY: M.A.-N.11 DRAWN BY: E.E.M ■ -ANTENNA (TYP.) EXOTHERMIC WELD TO PIPE MOUNT (TYP.) �� -- - #2 AWG STRANDED � INSULATED COPPER COAX GROUND KIT (TYP.) WIRE (TYP.) UNISTRUT ♦ nnnnnll` 1::U -BOLT NEW 4"x 24"x 1/4" THICK' TINNED COPPER GROUND 1 1fUu i BAR (HARGER GBI14424SPR OR Y`,if II I{ I APPROVED EQUAL) 'II 1{ rl It I, I 11 {I If 1{ fl II II tl r1 {{ {{ {! t1 It li !{ ,1 II MI II tt II It 11 till i, !I ItJ I tI�� III Alleii ii ii iii #4/0 AWG INSULATED (GREEN) STRANDED COPPER 11 11 II !! 1! II GROUND WIRE BOND TO GROUND BAR AT BASE OF TOWER COAXIAL CABLE GROUND KIT (TYP.) NEW 4"x 24"x 1/4" THICK ----\ TINNED COPPER GROUND BAR (HARGER GBI14424SPR OR APPROVED EQUAL) UNISTRUT U -BOLT nnnnn�,n II II 11 II 11 1 11 II 1111 II II ,✓ 11 II II II II ,! II I 1'Y�N.JI {t tlit1 11 11 1 �t 7111 II 1!111 ,1 11 II If II II II I1 11 it If II II 11 11 11 It It If It 11 11 11 it 11 11 11 11 11 It 4I11111 II 1,{{ IIV If if II'11 I NO KINKS AND NO 90• BENDS ALLOWED (TYP.) TO GROUND RING �-- #2 AWG BARE SOLID TINNED COPPER WIRE TO GROUND RING (TYP.) TOWER GROUNDING DETAIL N.T.S. ZAMJBER 1388 QUEENS WAY CARMEL, IN 46032 HAMILTON COUNTY GPS UNIT �-- TIE -WRAPS TO BE ULTRA VIOLET PROTECTED (BLACK) AND MECHANICAL-� FLUSH CUT (TYP.) ATTACHMENT - 1" CONDUIT PARALLEL HORIZONTAL CONDUCTQRS HORIZONTAL STEEL SURFACE -- CADWELD PARALLEL THROUGH CONNECTION TO FLAT STEEL SURFACE "Q" CONNECTOR # 6 STRANDED INSULATED GROUND OF HORIZONTAL CABLES OR HORIZONTAL PIPE HYPRESS U -BOLT TYPE PT TYPE HS TYPE YGHC (TYP.) COAXIAL CABLE BRIDGE / SUPPORT POST (TYP.) —PLASTIC BUSHING REQ'D - 0 0 (TO PROTECT 1/2- CABLE) 0 0 THROUGH CABLE TO GROUND ROD VERTICAL STEEL SURFACE BOND JUMPER 1/2"4 COAX CABLE THROUGH CABLE TO TOP CABLE DOWN AT 45' TO VERTICAL FIELD FABRICATED (OR EQUAL) MIN. BENDING OF GROUND ROD STEEL SURFACE INCLUDING PIPE GREEN STRANDED INSULATED RADIUS PER MANUFACTURERS TYPE GT TYPE VS TYPE 2--YA--2 SPECIFICATIONS TO GROUND BAR LOCATED V INSIDE TELCO SIDE OF PPC �'` INSTALLATION HARDWARE PER EQUIPMENT INSTALLER HORIZONTAL SPLICE VERTICAL PIPE SPLICE OF HORIZONTAL CABLE DOWN AT 45• TO RANGE COPPER CABLES OF VERTICAL PIPES TWO HOLE -- LONG BARREL LENGTH TYPE SS TYP E VS TYPE YA - 2 2 GPS MOUNTING AND GROUNDING 3 CADWELD GROUNDING CONNECTION DETAILS E1 N.T.S. E1 N.T.S. GROUNDING...NOTE5 A ALL WORKS & MATERIALS SHALL BE IN FULL ACCORDANCE W/ G ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE #2 THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE STATE AND SOLID BARE TINNED COPPER. LOCAL LAWS, AND REGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUCTED AS TO PERMIT WORK NOT CONFORMING TO THE H ALL NON --DIRECT BURIED TELEPHONE EQUIPMENT GROUND MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE WORK CONDUCTORS TO BE 2 STRANDED THHN (GREEN). COAX CABLE - ,\:i COMPLY W/THESE REQUIREMENTS, THE SUBCONTRACTOR SHALL IMMEDIATELYESPECIALLY BEFORE BIDDING SUBMITTAL NOTIFY GROUNDING j ? () I MAKE ALL TELEPHONE ;EQUIPMENT GROUND CONNECTIONS V STRAP KITS THE ENGINEER IN WRITING & CEASE WORK ON PARTS ON THE AND SPLICES W/BURNDY "HY-GROUND" CONNECTORS, y CONTRACT WHICH ARE AFFECTED. UNLESS NOTED OTHERWISE. WEATHERPROOFING I + g SUBCONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING & J PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. y� KITS li ; CONSTRUCTION TO VERIFY ALL CONDITIONS & SHQULD NOTIFY SPRINT IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. THE SUBCONTRACTOR ASSUMES ALL LIABILITY TO COMPLY K THIRD PARTY SHALL CHECK RESISTANCE BETWEEN GROUND __1/- 1 --- i SCREW ON LUG r�' ``� (ELECTRODES & COLD WATER PIPING) & TELEPHONE EQUIPMENT + 1 I ATTACHED TO WITH THIS PROVISION. MAX RESISTANCE NOT TO EXCEED 5 OHMS. I I Q GROUNDING , C EXTENT OF WORK IS INDICATED BY DRAWINGS & SPECIFICATIONS & WIRE IS SUBJECT TO THE TERMS & CONDITIONS OF CONTRACT. THE L UTILITY SERVICE REQUIREMENTS ARE SHOWN ON DRAWINGS (ALL GALVANIZED) I WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, BASED ON INFORMATION AVAILABLE AT THE TIME & MATERIALS & SUPPLIES NECESSARY FOR A COMPLETE & ARE NOT GUARANTEED. GROUND WIRE I: �'� OPERATIONAL ELECTRICAL SYSTEM INCLUDING WORK NOT MENTIONED 4 ---- �, ` V� OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL M DISCONNECTS SHALL BE HEAVY DUTY - 200,000 AIC RATING I, � 1 OPERATION OF ALL SYSTEMS. ACCEPTABLE MFG G.E. SQUARE D, WESCO/CUTLER HAMMER OR SIEMENS. v y D DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS OR ARRANGEMENTS OF THE CONDUIT RUNS, OUTLETS, EQUIP. ETC N SUBCONTRACTOR SHALL VERIFY THE EXACT METHOD AND REQUIREMENTS OF SERVICE BY UTILITY COMPANY DURING & SHALL BE FOLLOWED IN EXECUTING THE WORKS SO AS TO BIDDING &INCLUDE ALL COST FOR A COMPLETE SYSTEM IN SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE THE BID SPACE LIMITATIONS 14 0 PVC SCH 40 MAY BE USED AS PERMITTED BY CODE IN LIEU OF RIGID STEEL CONDUIT FOR UNDERGROUND TELCO APPLICATIONS E FEEDER & BRANCH CIRCUITS TO BE RUN IN EMT FOR INDOOR ONLY. INSTALL A CODE SIZED INSULATED GROUND CONDUCTOR PROTECTED LOCATIONS ONLY. FEEDER & BRANCH CIRCUITS RUN (GREEN) USE RIGID STEEL ELBOWS. IN NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED 4 TYPICAL COAs GROUNDING KITS GROUNDING CONDUCTOR HAVING GREEN INSULATION. GROUND to`CONDUCTOR SHALL BE PROPERLY CONNECTED TO MAINTAIN P SEE GROUNDING DETAILS & NOTES. CONFORM TO SPRINT COM, INC: E1 N.T.S. ELECTRICAL CONTINUITY GUIDELINES. F WIRING SHALL BE COPPER TYPE THWN @3997!1 Ste✓ ,, .... _ rI l i Spectrum,t L.P. *,4;1Ri 17)7 "VV Sprint S L.P. 9801 W. HIGGINS ROAD, SUITE 220 �* i7 w GROUNDING NOTES AND DETAILS ROSEMONT, ILLINOIS 60018©' SITE NUMBER DRAWING NUMBER �, l {AX. ,x CONSTRUCTION DRAVWNG FOR NO. DATE REVISIONS BY CHK APP'D Pr939993a; SATE NU. IIN54=303CJDATE:12/28/00 CHECKED BY: M.A.N. DRAWN BY: E.E.M. N5�4XC303C ... . ...... . .. ... ... . .4 0 s THE LAYOUT SHOWN BELOW IS SCHEMATIC AND IS INTENDED TO SHOW A TYPICAL GROUNDING CONFIGURATION GRND BAR ACTUAL GROUNDING CONFIGURATION MUST CONFORM TO TIERRA LIMITED, INC. SPECIFICATIONS. i 1 GROUNDING PLAN E2 N. T.S. CU FIRST GROUP ENGINEERING INC. 6 CONSULTING ENGINEERS CU 5714 W. 74TH STREET, INDIANAPOLIS, INDIANA PH. (317) 290-9549 FAX (317) 290-9560 U S! MA GR SEPARATE GROUND ROD FOR ELECTRICAL SERVICE -DO NOT BOND TO GROUND RING SEPARATE GROUND ROD FOR TELCO SERVICE BOND TO GROUND RING W/#6 AWG PROVIDE 8' (MIN) #6 AWG ABOVE GROUND FROM GRND. ROD TO DEMARC FOR TELCO'S USE ZAMBER 1388 QUEENS WAY CARMEL, IN 46032 HAMILTON COUNTY COAX CABLE BRIDGE GROUNDING N.T.S. PATCH TO MATCH EXISTING SURFACE -opt- Z'z"_ TRENCH AIN. FINISH GRADE WARNING TAPE 0 1'-0" i { BELOW FINISH GRADE UNEXCAVATED Z `v / - ----= COMPACT FILL (0 90%) , 2 SOLID TINNED COPPER GROUNDING WIRE GROUNDING __gyp_.. frls LOOP GROUND RING TRENCH TO REMAIN OPEN UNTIL INSPECTION IS COMPLETED BY: TIERRA LIMITED, INC. CONTACT: BILL SAUNDES OFFICE: (630) 893--0198 CELL: (630) 893--4648 PAGER: (847) 210--5751 4 GROUNDING RING SECTION E2 N.T.S. -1- Sprint Spectrum, L.P. 9801 W. H)GGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN54XC303C FINISHED GRADE � �--CADWELD - #2 GND CONTINUOUS ND RING COPPER CLAD GROUND ROD 5/8" 0 X 10'-0" LONG TYPICAL GROUND ROD DETAIL N.T.S. NT ROUNDING LEGEND 8 XIT GROUND ROD ® GROUND ROD ■ CADWELD TYPE CONNECTION • COMPRESSION TYPE CONNECTION - --- -- GROUNDING WIRE ABOEVIATION-S #2 AWG SOLID BARE TINNED COPPER WIRE AWG AMERICAN WIRE GAUGE TO GROUND RING BCW BARE COPPER WIRE GPS GLOBAL POSITIONING SYSTEM PCS PERSONAL COMMUNICATION SYSTEM PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET RGS RIGID GALVANISED STEEL EMT ELECTRICAL METAt_!_..!C TUBING MlGB MASTER ISOLATED GROUND B AR CIBGE COAX ISOLATED GROUND BAR EXTERNAL BTS BASE TRANSMISSION SYSTEM ROUNDING GENERAI�.NOTE,S 1) GROUND RODS WILL BE 5/8" X 10 FOOT COPPER CLAD NOT LESS THAN 10 FOOT OR MORE THAN 15 FOOT APART AND MINIMUM OF 40 INCHES BELOW FINISHED GRADE. 2) ALL CONNECTIONS TO THE GROUND RING, AND PERIPHERAL EQUIPMENT WILL BE MADE VIA CADWELD PROCESS EXCEPT, FOR MONOPOLE (USE MANUFACTURERS APPROVED GROUNDING ATTACHMENT FOR MONOPOLE) UNLESS OTHERWISE SPECIFIED. 3) ALL WIRING USED IN THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE SPECIFIED. 4) ALL METALLIC COMPONENTS ON THE SITE MUST BE GROUNDED TO THE GROUND RING. THIS INCLUDES STEEL CONDUITS USED TO DELIVER THE TELCO AND POWER UTILITY LINES TO THE SITE OR USED TO PROVIDE ACCESS BY UTILITIES OR CONTRACTORS TO THE VARIOUS CABINETS. 5) WHEN EARTH RESISTANCE TEST INDICATE THAT THE SOIL IS ABOVE MINIMUM ALLOWABLE RESISTANCE, THEN CONTRACTOR SHALL ESTIMATE THE TYPE, NUMBER AND ARRANGEMENT OF EARTH ELECTRODES. CONTRACTOR SHALL ALSO CONSIDER COMPANY'S SITE SPECIFIC APPROACHES FOR IMPROVING EARTH RESISTANCE AT THE SITE BY THE METHODS INDICATED BELOW: x FOR RAW LAND SITES: 1A.) USE MULTIPLE RODS 2A.) LENGTHEN THE EARTH ELECTRODE 3A.) TREAT THE SOIL 4A.) USE CHEMICAL RODS -A'Sp ri n t Spectrum, L GROUNDING PLAN AND DETAILS SITE -NUMBER - DRAWING NUMBER RE DRAWING NO. DATE REVISIONS BY CNK APP''D DATE: 12/28/00 CHECKED BY: M.A.N. DRAWN BY: E.E.M. IN54XC303C E2 .LJ r� 4 aA 100 AMP DEI 1 100 AMP DEI 2 20 AMP GENERATOR CHARGER QF REQUIRED) 10 AMP FAN AMP CB- 7 i FOR AC CB- 8 TELCO GFI RECEPTACLE ----- 20 CB- 9 I ICHT 100 AMP DEI 1 100 AMP DEI 2 20 AMP GENERATOR CHARGER QF REQUIRED) 10 AMP FAN 60 AMP CB- 7 i FOR AC CB- 8 TELCO GFI RECEPTACLE ----- 20 CB- 9 60 AMP CB- 7 AMP FOR AC CB- 8 TELCO GFI RECEPTACLE ----- 20 CB- 9 I ICHT CB- 10 a CB- 11 0 CB - 12 60 AMP AC SURGE PROTECTOR 60 AMP FOR AC 20 AMP TELCO GFI RECEPTACLE ----- 20 AMP GFI RECEPTACLE AND I ICHT rl CONTROL PANEL SCHEDULE E3 N.T.S. NOTE: CONTRACTOR TO DECIDE COST EFFECTIVE ROUTING OF CONDUIT, ALL SPECIFICATIONS MUST BE MET (SCHEDULE 40, PVC. ETC.). (2) 2"0 EMT CONDUIT TO GPS FROM DEI DEMARC CONDUIT NOTES: INSTALL FROM OVERHEAD TO SIDE OF DEI AS 1. FASTEN 4" AND 1" CONDUITS TO THE BOTTOM HORIZONTAL UNISTRUT BAR USING CAMPS. SHOWN IN DRAWING OR AS DIRECTED BY SPRINT CONSTRUCTION REPRESENTATIVE. 2. THE 4" CONDUIT IS FOR LOCAL TELEPHONE COMPANY USE. THE 1" CONDUIT IS FOR COUNTERPOISE OQ- SUPPLIED AND INSTALLED BY CONTRACTOR. (GROUNDING) USE. 3. THE COUNTERPOISE WIRE (LOCAL TELEPHONE GROUND WIRE) IS TO RUN 18" ABOVE THE BURIED TELEPHONE CONDUIT. CONNECT COUNTERPOISE WIRE, THROUGH 1" CONDUIT, TO GROUND ROD. LEAVE 5' OF COUNTERPOISE WIRE AT BOTH ENDS OF TELEPHONE CONDUITS. 4. IF A POSITRON IS REQUIRED, ROUTE TELEPHONE CABLE, THROUGH 2" CONDUIT, FROM POSITRON TO TELCO SIDE OF PPC. (4) 2"0 EMT CONDUIT: (1 FOR POWER TO EACH DEI CABINET) (1 FOR TELCO TO EACH DEI CABINET). INSTALL FROM OVERHEAD TO SIDE OF DEI AS SHOWN IN DRAWING OR AS DIRECTED BY SPRINT CONSTRUCTION REPRESENTATIVE. SUPPLIED AND INSTALLED BY CONTRACTOR. I FA (1) 2"0 SCHEDULE 40 P.V.C. CONDUIT TO I TELCO UTILITY i SUPPLIED AND INSTALLED BY CONTRACTOR (1) 2"0 SCHEDULE 40 P.V.C. CONDUIT TO POWER UTILITY SUPPLIED AND INSTALLED BY CONTRACTOR (1) 4"0 SCHEDULE 40 P.V.C. CONDUIT TO TELCO UTILITY SUPPLIED AND INSTALLED BY CONTRACTOR (1) 3"0 SCHEDULE 40 P.V.C. CONDUIT TO POWER UTILITY SUPPLIED AND INSTALLED BY CONTRACTOR 2 EQUIPMENT CONDUIT ROUTING PLAN E3 N.T.S. ACTOR SHALL INSTALL PVC CAPS OR APPROVED EQUAL ON ALL EXPOSED CONDUITS INSTALLATION. PVC CAPS TO REMAIN AFTER INSTALLATION. DUCT TAPE IS NOT ACCEPTABLE. CTOR TO INSTALL PPC CABINET DIRECTLY ON EQUIPMENT PLATFORM I USING 1/2- DIA. BOLTS /ERSIZED WASHERS. CTOR TO BACKFILL CONDUIT TRENCHES WITH CLEAN, COMPACTIBLE TERIAL USING 12" (MAX.) LIFTS. CTOR TO COORDINATE ALL WORK WITH LOCAL UTILITIES THROUGH - PCS PROJECT MANAGER. CTOR TO SUPPLY AND INSTALL ALL CONDUITS, INCLUDING CONDUITS FROM ALLY MOUNTED TELEPHONE AND ELECTRIC SERVICE EQUIPMENT TO THE PPC. zMER EKING INC. 1388 QUEENS WAY OtTS, INDIANA CARMEL, IN 46032 7) 290-9560 HAMILTON, COUNTY LIGHTING CONDUIT ROUTING PLAN N. T. S. EXISTING GROUND (3) 4' FLORESCENT FIXTURES W/DUEL BULBS 1"0 EMT CONDUIT -�- Sprint Spectrum, L.P. 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. lN�G!4XG303C 2 O I =A av . 04 Z ' 1 r• r. N `' ; • '. 1" 0 SCHEDULE r 40 P.V.C. CONDUIT N ' (FOR GROUND WIRE) T 12" DIA. CONCRETE PIERS, 2"0 SCHEDULE 40 P.V.C. CONDUIT TO PPC (POWER) SUPPLIED AND INSTALLED BY THE CONTRACTOR. 3"0 SCHEDULE 40 P.V.C. CONDUIT TO POWER UTILITY 2"0 SCHEDULE 40 P.V.C. CONDUIT TO PPC (POWER) 4"0 SCHEDULE 40 P.V.C. CONDUIT TO TELCO UTILITY 3 DEMARC DETAIL E3 N.T.S. 0C) 0 AC AC UNIT ___ .__ µ°` UNIT (2) 1"0 EMT CONDUIT (1 TO EACH AC UNIT FROM PSC) SUPPLIED AND INSTALLED BY --- ! CONTRACTOR. 17F j i � AC CONDUIT ROUTING PLAN N.T.S. ■ RA11113A1e .. ,�� Clw p r 7 r t � �..." ' f m L.P.` ����x.---'..�._111v s EQUIPMENT DE 18447 ? I _ �m s�•� r� oa ' � r r- �,' •.'!"Y,av'� SITE N��MBF C, , aV�,r �,, ;VP VB - !' //le IN54XC303C � E3 ® • - - DATE: DRAWN ■ RA11113A1e .. ,�� Clw p r 7 r t � �..." ' f m L.P.` ����x.---'..�._111v s EQUIPMENT DE 18447 ? I _ �m s�•� r� oa ' � r r- �,' •.'!"Y,av'� SITE N��MBF C, , aV�,r �,, ;VP VB - !' //le IN54XC303C � E3 2 -HOLE, LONG BARREL, COMPRESSION LUG, TINNED, SOLID, COPPER (THOMAS AND BETTS SERIES OR APPROVED EQUAL) W/18-8 STAINLESS STEEL BOLTS, NUTS, WASHERS AND BELLEVILLE WASHERS SUPPLIED AND INSTALLED BY CONTRACTOR (6) 1 EACH FROM COAXIAL CABLE GROUND FOR SECTORS B" AND "C" (#6 AWG, INSULATED STRANDED, COPPER (TYP)) (6) 1 EACH FROM ANTENNA PIPE MOUNTS FOR SECTORS "A", "B" AND "C'"(#2 AWG, INSULATED STRANDED, It i COPPER (TYP)) Ro i I 'I i I I 4" ' - ' 7 1 N S, 1-1) L A T E_ D --,! ANDOF F' V 01") N'T FN__'G R K E 0 #4//E' AWG, LNFW 4"x 24% 1/4" THICK i I COPPEER GROUND BAR N S 0L A7ED, STRANDED COPPER CONDUCTOR (HARDER GBI14424SPR OR 11 CNNEI. " -'T ED TO APPROVED EQUAL) C' 4 1 GROUND BAR LOCATED AT MIDDLE OF TOWER 24" GROUND BAR 4 LOCATED AT TOP OF TOWER -1 LON(_'- HARREL, COMPRESSION LUG, TINNED, - SOLID, COPPER (THOMAS AND BETTS SERIES OR APPROVED LCJJAL._) W/18-8 STAINLESS STEEL BOLTS, NUTS, WASHERS AND BELLEVILLE WASHERS SUPPLIED t AND INISTAI-1-ri­) BY CONTRACTOR (6) 1 EACH FROM -- COAXIAL CA9LE- GROUND FOR "B" AND "C" 1 FROM GROUND BAR AT TOP OF TOWER #6 AWG, I IN S t_l L AlE D, ------ STRANDED, COPPFR (TYP.) II t #4/0 AWG, A FD, 0 STRANr EE', C 0 P P El P. 0 0 0 0 0 0 4" iI",IQ_,Llt,,.ATElr_l 0 0 0 0 0 0 STANLOFF MOUNTING BRACKET #2 AWG, BARE, :-NEW 4"x 24"x 1/4" THICK #2 AWG, BARE, -- SOLID, TINNED COPPER GROUND BAR SOLID, TINNED C0 P P LER (HARDER GBI14424SPR OR COPPER CON D Li T 101 R" APPROVED EQUAL) CONDUCTOR COIGNE T Ell"I TO CONNECTED TO GROUND RING' GROUND RING 2 ---� 24" GROUND BAR LOCATED AT BASE OF TOWER N. 1.S. FIRST GROUP ENGINEERING INC. CONSULTING ENGINEERS 571 4 W. 74TIi S'TREE'l', INDIANAPOLIS, INDIANA 1111. (317) -190-9549 FAX (317) 290-9560 AM x Al Eo Lol ZAMBER 1388 QUEENS WAY CARMEL, IN 46032 HAMILTON COUNTY 2 -HOLE, LONG BARREL, COMPRESSION LUG, TINNED, SOLID, COPPER (THOMAS AND BETTS SERIES OR APPROVED EQUAL) W/18-8 STAINLESS STEEL BOLTS, NUTS, WASHERS AND BELLEVILLE WASHERS SUPPLIED AND INSTALLED BY CONTRACTOR (2) FROM PPC (2) 1 FROM E� (2) 1 FROM EA (2) 1 FROM EA #6 AWG, INSUL STRANDED, COI #2 AWG, INSULATED, STRANDED, COPPER (TYP.) 4" INSULATED STANDOFF MOUNTING BRACKET #2 AWG, BARE SOLID, TINNED COPPER ('n"nHf'TnO GBI14424SPF OR CONNECTED TO APPROVED EQUAL) GROUND RING 24" GROUND BAR I'UlNuukI %if-\ CONNECTED TO GROUND RING LOCATED INSIDE EQUIPMENT SHELTER BELOW COAXIAL CABLE PORT N.T.S. ANTENNA ANTENNA ANTENNA SLECTOR, "App SECTOR "B" SECTOR "C" COAX COAX COAX G; NLS K I T GND KIT GND K171 C 'ABLE CABLE CABLE #6 GND #2 GND 24" OND BAR [_OCATED AT TOP OF TOWER #2 GND SECTOR A SECTOR "B" SECTOR COAX ('CAX COAX GND KIT GND KIT GND KIT CABLE I I CABLE CABLE #6 GND #2 GND 24" GND BAR LOCATED AT BASE OF TOWER EXISTING Gu YED TOWER ANTENNA PIPE MOUNT (TYP,', *NUTS TO FACE OUT* - STAINLESS STEEL NUT--/ BELLEVILLE-WASHER STAINLESS STEEL INSULATOR FLAT-WASHER(IF REQ D.) STAINLESS STEEL FLAT -WASHER COPPER GROUND BAR STAINLESS STEEL 3 -"\ r GROUND BAR SECTION �E4 N, T. S. NOTES: 1) ALL HARDWARE TO BE STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL SURFACES WITH T&B KOPR-SHIELD BEFORE MATING 2) ALL HOLES ARE COUNTERSUNK 1/16" %CPS ANTENNA #6 GND BURNDY COMPRESSION CONNECTION POWER RF POWER TELCO CABINET CABINET UNil #2 INSULATED Sl-RANDED GND 24" GNF-,), BAR LOCATED INSIDE EQUIPMENT SHELTER BELOW COAXIAL CABLE PORT #2 BARE SOLID i;NNED GND #2 BARE SOLID TINNED GND SEPARATE GROUND ROD FOR ELECTRICAL SERVICE ELECTRICAL —DO NOT BOND TO GROUND RING- SERVICE GROUND ROD -l- Sprint Spectrum 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE NO. IN54XC303C CONTiNUC_)'JS #2 BARE SOLID TINNFL'_) OND, PROPOSED GROUND RING GROUND' R, 0 D 'S #6 BARE SOLID ,-r !INNED '-:;ND SEPARATE GROUND ROD FOR TELPHONE SERVICE CABLE BRIDGE TELEPHONE BOND TO GROUND RING POSTS SERVICE 4 ONE LINE DIAGRAM GROUND ROD 1\ E �4 N.T.S. Sprint Spectrum ONE—LINE DIAGRAM & GROUND BAR DETAIL SITE NUMBER DRAWING NUMBtR-NO. DATE REVISIONS BY I CHK JAPP'D IN54XC303C E4 DATE: 12/28/00 CHECKED BY: M.A_NTDRAWN BY: E.E.M 4- w GROUT CORES SOLID 2'_41* LAP FOR w/ REINFORCIN Z,--- BOND BEAMS HORZ. JOINT REINF. 0 ALTERNATE COURSES TICAL REINF. TYPICAL REINFORCING PATTERN N.T.S. 2 GRADE TYP. ) 2 ROOF FRAMING PLAN �2S'CALE: 1/4" = 1'--0" ZAMPER 1388 QUEENS WAY CARMEL, IN 46032 HAMILTON COUNTY 2 GRADE S.P.F. 2x8 RIDGE TYP . ) #2 GRADE S.P.F. 2x6 RAFTERS 0 16" O.C. ( TYP . ) #2 GRADE S.P.F. 2x6 CEILING JOIST ® 16" O.C. (TYP.) A' -Sprint Spectrum, L. P. -' 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUC110N DRAWING FOR SITE N0. IN54XC303C ,. 3 TYPICAL SECTION A2 N.T.S. r M'777 �. e.0 SP rinp ec trum • SHELTE 18 R .,� z 417 STATE�. J l NO.1 DATE I REVISIONS BY CHK IN54XC303C DATE: 02/05/01 CHECKED BY: M.A.N. DRAWN BY: R.E.N °' I PROPOSED SUGAR MAPLE SEE PLANTING DETAIL 3 I I L1 I I � I I i PROPOSED 7' ARBORVITAE SEE PLANTING DETAIL 3 I� I L1 I LIMITS OF CONSTRUCTION LANDSCAPE CONTRACTOR SHALL REPAIR DISTURBED AREAS WITH SEED AND STRAW MULCH -------------------� I AC I i UNIT I I I i I 10'-0" i (TYP.) I I I I i I I I I I I I I i I I �------------- --------- -CONCRETE STOOPNEW DEMARC /--- - - --- - - --- � I '( < I `— — — — — — — — — — — — — — — — — — — — — — — i <� L 1 z- < < < / I i L 1` ►� ,� 1 <� I I L 1 z- < I I �' a i z- < < / z- < < ' f t ! I <I � L 1 1 LI < 1 a I l i I < % I I 1 GROITP ENGINEERING INC. CONSULTING ENGINEERS 74TH STREET, INDIANAPOLIS, INDIANA 317) 290-9549 FAX (317) 290--9560 1 LANDSCAPE DETAIL �1SCALE: 1" = 10' ,SAM BSP 1388 QUEENS WAY CARMEL, IN. 46032 HAMILTON COUNTY NOTE: THESE PLANS HAVE BEEN PREPARED TO MEET APPLICABLE CITY LANDSCAPE ORDINANCES. THESE DRAWINGS ARE IN NO WAY AN INDICATION OF APPROVAL OF ANY ITEMS) 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. PLANT SCHEDULE QUANTITY SCIENTIFIC NAME COMMON NAME SYMBOL SIZE 20 THUJA OCCIDENTALS 'TECHNY' MISSION ARBORVITAE 7' 4 ACER SACCHAURM SUGAR MAPLE 7 C. Y. SHREDDED BARK MULCH CALIPER SHAD BE 2 1/2" MEASURED AT 40" ABOVE GRADE. �k PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE FORM SAUCER WITH. - 4" CONTINUOUS RIM a SPECIFIED PLANTING � IXYom. - WATER AND TAMP 1-2_. REMOVE AIR POCKETS 12" PLANTING MIX TO BE 2/3 TOPSOIL AND 1/3 SPHAGNUM PEA. 10 0 5 10 y 1 inch a 10 ft 3 PLANTING DETAIL L1 SCALE: NONE �- Sprint Spectrum, L.P. -- 9801 W. HIGGINS ROAD, SUITE 220 ROSEMONT, ILLINOIS 60018 CONSTRUCTION DRAWING FOR SITE N0. IN54XC303C 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 PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR WILL SUPPLY FINISHED GRADE AND EXCAVATE AS NECESSARY TO SUPPLY 4" TOPSOIL DEPTH IN ALL PLANTING BEDS. 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 BY OWNER AND/OR PROJECT REPRESENTATIVE. THE CONTRACTOR SHALL GUARANTEE ALL PLANTS TO BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE (1) YEAR FOLLOWING ACCEPTANCE. CONTRACTOR SHALL REPLACE, WITHOUT COST TO OWNER, ANY DEAD OR UNACCEPTABLE PLANTS. 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 OR WITHIN 16 HOURS AFTER INSTALLATION. 9. IT IS INTENDED THAT THIS SITE WILL MATCH EXISTING GROUND ELEVATIONS AND WILL MAINTAIN EXISTING DRAINAGE PATTERNS WHERE APPLICABLE. 1 2 K MULCH TO DRIP LINE 4" DEEP k Y Cl Si D z SITE ELEVATION SCALE: NONE 1 1 5/31 01 1 SUGAR MAPLE TREES M.N. N0. DATE I REVISIONS BY I CHK APP'D DATE: 05/01/01 1 CHECKED BY: M.A.N.1 DRAWN BY: R.E.N. -3-o �. "'E. sprint Spectrum, L.P. "ate' LANDSCAPE PLAN AND DETAILS 1 13417 �,�•+ SITE NUMBER DRAWING NUMBER ••��rl�,�,,,..--� . NA IN54XC303C Ll