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Spectrum,
ATC -NORTH CARMEL #92397
2525 WEST 141ST STREET
WESTFIELD, IN 46074
SITE NUMBER:
I N23XCO71 -J
INSTALL NEW ANTENNAS AND MOUNTS ON EXISTING 148'MONOPOLE
INSTALL NEW CELL SITE IN PROPOSED LEASE AREA
DIRECTIONS TO SITE:
START OUT GOING EAST ON W. 85TH STREET TOWARDS N. ZIONSVILLE ROAD BY
TURNING LEFT. TURN LEFT ONTO N. ZIONSVILLE ROAD. TURN RIGHT ONTO W. 86TH
STREET. TURN LEFT ONTO TOWNSHIP LINE ROAD. TOWNSHIP LINE ROAD BECOMES
TOWNE ROAD. TURN LEFT ONTO W 141 ST STREET. SITE WILL BE ON THE LEFT.
P.E.A. OF OHIO (614) 760-8320
CONTRACTOR TO CONTACT 72 HOURS PRIOR TO THE BEGINNING OF
CONSTRUCTION FOR SITE LAYOUT BY SURVEYOR.
CONTRACTOR TO CONTACT 72 HOURS PRIOR TO CONSTRUCTION OF
THE TOWER FOUNDATION FOR INSPECTION AND CYLINDER TESTING.
TIERRA LIMITED CORPORATION (630) 893-0198
CONTRACTOR TO CONTACT 3 WORKING DAYS IN ADVANCE FOR
GROUNDING RING INSPECTION.
PROJECT SUMMARY
SITE NAME:
SITE NUMBER:
SITE ADDRESS:
CERT. ADDRESS:
OWNER:
APPLICANT:
TAX IDENTIFICATION:
CURRENT ZONING:
JURISDICTION:
LEASING AREA:
TYPE:
COORDINATES:
ATC—NORTH CARMEL #92397
[ &AYA'{f11YA J
2525 WEST 141ST STREET
WESTFIELD, IN 46074
CARMEL — CLAY TOWNSHIP
AMERICAN TOWER
116 H U NTI N GTO N AVE.
BOSTON, MA 02116
LISA SCHNAITMEN
(847) 240-1508 EXT. 410
SPRINT SPECTRUM, L.P.
9801 W. HIGGINS RD, SUITE 220
ROSEMONT, IL .60018
S-1
CARMEL — CLAY TOWNSHIP
400 SQ. FT.
CO—LOCATION
LATITUDE: N3905924"
LONGITUDE: W86°12127"
PROJECT DESCRIPTION:
CONSTRUCT A NEW, NON—INHABITABLE EQUIPMENT PCS WIRELESS BASE STATION
WHICH INCLUDES:
1. INSTALLING ANTENNAS ON EXISTING 148' MONOPOLE TOWER.
2. INSTALLING NEW CELL SITE ON ELEVATED STEEL PLATFORM.
3. PROVIDING FOR NEW 200 AMP ELECTRICAL SERVICE.
HANDICAP REQUIREMENTS:
FACILITY WILL BE UNMANNED AND NOT DESIGNED FOR HUMAN
HABITATION. HANDICAP ACCESS REQUIREMENTS DO NOT APPLY.
PLUMBING REQUIREMENTS:
FA(�IUTY HAS NO PLUMBING.
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SHEET INDEX
VICINITY MAP
TITLE SHEET
A-1
0
Q
A-2
GENERAL SIGNS
C-1
OVERALL SITE MAP
C-2
0
C-3
CABLE TRAY DETAILS
C-4
ANTENNA DETAILS AND SITE ELEVATIONS
E-1
Q
E-2
PPC CABINET DETAILS
o
PPC ELECTRICAL DETAILS
z
SITE UTILITY PLAN AND DETAIL
E-5
UTILITY DETAILS
o
SITE GROUNDING PLAN AND DETAILS
O
GROUNDING DETAILS
E-8
GROUNDING DETAILS
S-1
PLATFORM PLAN AND DETAILS
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SITE
W 141 STREET
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NOT TO SCALE
DIRECTIONS TO SITE:
START OUT GOING EAST ON W. 85TH STREET TOWARDS N. ZIONSVILLE ROAD BY
TURNING LEFT. TURN LEFT ONTO N. ZIONSVILLE ROAD. TURN RIGHT ONTO W. 86TH
STREET. TURN LEFT ONTO TOWNSHIP LINE ROAD. TOWNSHIP LINE ROAD BECOMES
TOWNE ROAD. TURN LEFT ONTO W 141 ST STREET. SITE WILL BE ON THE LEFT.
P.E.A. OF OHIO (614) 760-8320
CONTRACTOR TO CONTACT 72 HOURS PRIOR TO THE BEGINNING OF
CONSTRUCTION FOR SITE LAYOUT BY SURVEYOR.
CONTRACTOR TO CONTACT 72 HOURS PRIOR TO CONSTRUCTION OF
THE TOWER FOUNDATION FOR INSPECTION AND CYLINDER TESTING.
TIERRA LIMITED CORPORATION (630) 893-0198
CONTRACTOR TO CONTACT 3 WORKING DAYS IN ADVANCE FOR
GROUNDING RING INSPECTION.
PROJECT SUMMARY
SITE NAME:
SITE NUMBER:
SITE ADDRESS:
CERT. ADDRESS:
OWNER:
APPLICANT:
TAX IDENTIFICATION:
CURRENT ZONING:
JURISDICTION:
LEASING AREA:
TYPE:
COORDINATES:
ATC—NORTH CARMEL #92397
[ &AYA'{f11YA J
2525 WEST 141ST STREET
WESTFIELD, IN 46074
CARMEL — CLAY TOWNSHIP
AMERICAN TOWER
116 H U NTI N GTO N AVE.
BOSTON, MA 02116
LISA SCHNAITMEN
(847) 240-1508 EXT. 410
SPRINT SPECTRUM, L.P.
9801 W. HIGGINS RD, SUITE 220
ROSEMONT, IL .60018
S-1
CARMEL — CLAY TOWNSHIP
400 SQ. FT.
CO—LOCATION
LATITUDE: N3905924"
LONGITUDE: W86°12127"
PROJECT DESCRIPTION:
CONSTRUCT A NEW, NON—INHABITABLE EQUIPMENT PCS WIRELESS BASE STATION
WHICH INCLUDES:
1. INSTALLING ANTENNAS ON EXISTING 148' MONOPOLE TOWER.
2. INSTALLING NEW CELL SITE ON ELEVATED STEEL PLATFORM.
3. PROVIDING FOR NEW 200 AMP ELECTRICAL SERVICE.
HANDICAP REQUIREMENTS:
FACILITY WILL BE UNMANNED AND NOT DESIGNED FOR HUMAN
HABITATION. HANDICAP ACCESS REQUIREMENTS DO NOT APPLY.
PLUMBING REQUIREMENTS:
FA(�IUTY HAS NO PLUMBING.
1� N
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UTILITIES:
ELECTRIC: INDIANA POWER AND LIGHT (614) 836-2570
REF. #: CONTACT: PHONE #:
TELEPHONE: AMERITECH
REF. #: CONTACT: PHONE #:
IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY INDIANA UNDERGROUND
(1-800-382-5544) 72 HOURS IN ADVANCE OF CONSTRUCTION, FOR THE
EXACT LOCATION OF EXISTING UTILITIES.
SIGN—OFFS:
SPRINT:
LANDLORD:
SPRINT RF:
NET. OPS.:
PROPERTY:
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A Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
�4
PEA. of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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SHEET INDEX
T-1
TITLE SHEET
A-1
GENERAL NOTES
A-2
GENERAL SIGNS
C-1
OVERALL SITE MAP
C-2
PROPOSED SITE LAYOUT
C-3
CABLE TRAY DETAILS
C-4
ANTENNA DETAILS AND SITE ELEVATIONS
E-1
ELECTRICAL NOTES
E-2
PPC CABINET DETAILS
E-3
PPC ELECTRICAL DETAILS
E-4
SITE UTILITY PLAN AND DETAIL
E-5
UTILITY DETAILS
E-6
SITE GROUNDING PLAN AND DETAILS
E-7
GROUNDING DETAILS
E-8
GROUNDING DETAILS
S-1
PLATFORM PLAN AND DETAILS
U
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LO
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zCc
UTILITIES:
ELECTRIC: INDIANA POWER AND LIGHT (614) 836-2570
REF. #: CONTACT: PHONE #:
TELEPHONE: AMERITECH
REF. #: CONTACT: PHONE #:
IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY INDIANA UNDERGROUND
(1-800-382-5544) 72 HOURS IN ADVANCE OF CONSTRUCTION, FOR THE
EXACT LOCATION OF EXISTING UTILITIES.
SIGN—OFFS:
SPRINT:
LANDLORD:
SPRINT RF:
NET. OPS.:
PROPERTY:
MCI Cr
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0
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A Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
�4
PEA. of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
�'�%vj%1lu14$11
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PROJECT NO:
IN23XCO71-J
DRAWN BY:
TVL
FCHECKED BY:
WES
CAD FILE:
23-001 T-1
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XC071-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
TITLE SHEET
SHEET NUMBER
DIVISION 01000 - GENERAL REQUIREMENTS
D WELDERS.
02830 CHAIN LINK FENCE
DIVISION 03000 - CONCRETE
ENGINEER'S AND/OR OWNER'S REVIEW IF REQU
PART 1 GENERAL
NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS
INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF
PART 1 - GENE ALTHE
03300 CAST -IN-PLACE CONCRETE
CONTRACTOR SHALL VERIFY ANCHORS SEATS
AND
SEE SPRINTCOM PROJECT DOCUMENTS.
PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO
SITE PLAN FOR LANDSCAPING REQUIREMENT).
4.01 SEQUENCING
C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS
PENETRATIONS, PLATES, REINFORCEMENT, OTHER
ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED,
INGS AND
D. STUD WELDING SHALL B ACCOMPLISHED
2. SUBMIT FOR APPROVAL ? CUBIC FOOT OF
A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE
PART 1 -GENERAL
HELD SECURELY, AND SHALL NOT CAUSE HARDSHIP IN PLACING
CONCRETE.
PART 2 GENERAL NOTES
THE PROPOSED SURFACE COURSE MATERIAL.
COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE
1.01 DESCRIPTION
S AND SIZES
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
B. AFTER CONSTRUCTION
POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE
WORK INCLUDES CONSTRUCTION OF CAST -IN-PLACE CONCRETE 3.02 PREPARATION
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF
1. MANUFACTURER'S DESCRIPTION OF PRODUCT
CONTAMINATION OF SAID SURFACE COURSE.
FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING
A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED
ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY
AND WARRANTY STATEMENT ON SOIL STERILIZED.
4.02 APPLICABLE STANDARDS
READY -MIX CONCRETE, REINFORCING, FORM WORK, AND
CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING
SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES
2. MANUFACTURERS DESCRIPTION OF PRODUCT ON
GRASS SEED AND FERTILIZER, IF REQUIRED.
ASTM -A120 SPECIFICATION FOR PIPE, STEEL BLACK AND
ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS.
CAST -IN-PLACE CONCRETE INCLUDES ALL SITE CONCRETE,
BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS.
BEARING ON THE PERFORMANCE OF THE WORK. THE WORK
3. LANDSCAPING WARRANTY STATEMENT IF REQUIRED.
HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND
INCLUDING FOUNDATIONS SLABS ON GRADE EQUIPMENT
2.05 FINISH
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL
PART 2 PRODUCTS
STEAMLESS FOR ORDINARY USES.
PADS, AND GUARD POST' FOUNDATIONS.
3.03 PLACING CONCRETE
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
2.01 MATERIALS
) ASTM -A123 ZINC (HOT -DIP GALVANIZED COATING ON
1.02 RELATED WORK
A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24
REGULATIONS, AND ORDINANCES.
A. ROAD AND SITE MATERIALS: FILL MATERIAL SHALL BE
IRON AND STEEL PRODUCTS.
PART 3 - EXECUTION
HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS
2. THE ARCHITECT ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH
/
IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE
ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH
ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING
A. COORDINATE UNDER SLAB CONDUITS.
INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE
SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE
SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS
LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION
STANDARD SPECIFICATION.
(HOT -DIP ON IRON AND STEEL HARDWARE.
B. COORDINATE WITH GROUNDING.
ENGINEER.
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORSB.
SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID
ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET
1.03 APPLICABLE STANDARDS
CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WORK,
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
COMPOSITION AND OF PRE EMERGENCE DE SIGN.
ZINC COATED (GALVANIZED) BY THE HOT -DIPPED
KEEP THE STRUCTURE SAFE AND ALIGNED AT ALI
EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS
C. SOIL STABILIZER FABRIC SHALL BE IAFI OR EQUAL- 500X
C.
PROCESS.
A. ACI -301 - SPECIFICATIONS FOR STRUCTURAL
SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE BEEN
IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
ACCESS ROAD AND 300X AT COMPOUND.
FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST
CONCRETE BUILDINGS.
APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE
COM REPRESENTATIVE HAVE BEEN PROVIDED AND MADE
3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF
D. GRAVEL FILL: WELL GRADED, HARD, DURABLE, NATURAL
METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES).
B. ACI 347 - GUIDE TO FORM WORK FOR CONCRETE.
READSPRINY
R
READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED.
NOTIFYING (IN WRITING) SPRINTCOM'S REPRESENTATIVE OF ANY
SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD
RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATER.
PART 2 -PRODUCTS
C. ASTM C33 -CONCRETE AGGREGATES.
CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL
CONFLICTS, ERRORS, R OMISSIONS PRIOR TO THE SUBMISSION OF
CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK.
MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION
4.03 FENCE MATERIALS
D. ASTM C94 - READY -MIXED CONCRETE.
ITEMS HAVE BEEN APPROVED AND COM HAS PERFORMED
A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,
REQUIREMENTS:
U.S. SIEVE NO. % PASSING BY WEIGHT
A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER
E. ASTM C150 - PORTLAND CEMENT.
IN WRITING.
B. PLACEMENT OF CONCRETE SHALL BE IN
EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED
NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.
„
4 „ 100
STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED.
F. ASTM C260 - AIR -ENTRAINING ADMIXTURES
ACCORDANCE WITH ACI 301.
5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE
50-85
4 40-75
B. FABRIC 8'-0" HIGH x 2" CH IN LINK MESH
OF NO.9 AUG 0. 4 WIRE. THE FABRIC SHALL HAVE
FOR CONCRETE.
C309 FORMING
C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF
10 30-60
A TWISTED AND BARBED FINISH FOR THE TOP EDGES AND A
G. ASTM - LIQUID MEMBRANE
COMPOUNDS FOR CURING CONCRETE.
INSERTS, EMBEDDED PARTS, FORMED JOINTS AND VAPOR BARRIERS
ARE NOT DISTURBED DURING CONCRETE PLACEMENT.
WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN
40 10-30
KNUCKLED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL
H. ASTM C494 - CHEMICAL ADMIXTURES FOR
ELECTRICAL PRODDD
UCWS
BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
100 5-20
CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1.
CONCRETE.
3.04 SURFACE FINISHES
DOCUMENTS.
6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH
200 0-8
GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM
C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE
TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED
I. ASTM A615 -DEFORMED STEEL BARS FOR
CONCRETE REINFORCEMENT.
A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE
SHALL E PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF
CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT
THICKNESS AND COMPACTED TO 95% DENSITY.
AT 5" O.C.
J. ASTM A185 -STEEL WELDED WIRE FABRIC FOR
I
DEFECTIVE AREAS.
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT
2.02 EQUIPMENT
A. COMPACTION SHALL BE ACCOMPLISHED BY
D. POSTS SHALL BE SCHEDULE 20 GALVANIZED
�j�'
E REINFORCEMENT.
WILL BE PERMANENTLY EXPOSED
SHALL PRESENTSATUN
DOCUMENTS.
MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED
FEEL E ANDSS E HE
PER FEN E I A-12 STAN OF
1.04CONQUALITY ASSURANCE
FORM FINISHAT
ROVIDED BY
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
BY SHEEPS FOOT VIBRATORY OR RUBBER TIED ROLLERS
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER
ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS
UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES
WEIGHING AT LEAST FIVE TONS. SMALLER AREAS SHALL
LINE 3/8'
CORNER ; /
INSPECTED BY THE ENGINEER.
IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING
WITH UTILITY OR ORDINARY GROUT.
TAKE PRECEDENCE.
BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS.
GATE
1.05 TESTS
C. SURFACES THAT WOULD NORMALLY BE LEVEL AND
8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION
PART 3 EXCAVATION
LOCAL BUILDING INSPECTOR SHALL BE TIMELY
E. EXTEND GATE AND CORNER POSTS 12", INCLUDING
CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED
WHICH WILL BE PERMANENTLY EXPOSED TO THE WEATHER
DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND
NOTIFIED NO LESS THAN 48 HRSIN ADVANCE OF CONCRETE POURS.
NOT.
DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE
, .
AND INSPECTED BY THE ENGINEER AS THE WORK
PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR
SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S
DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OR
ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL
PERSONNEL INVOLVED WITH THE PROJECT.
3.02 PREPARATION
F. ALL TOP AND BRACE RAIL SHALL BE 1 5/8"
/8 DIAMETER
MATERIAL SHALL NOT IN ANY WAY PREVENT LATER
SHOWS THE SLOPE REQUIRED, THE TOPS OF NARROW
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT
A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREA AND
SCHEDULE - 20 MECHANICAL - SERVICE PIPE. FRAMES SHALL
REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL
SURFACES, SUCH AS STAIR TREADS, WALLS, CURBS AND
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY
ACCESS ROAD RIGHT OF WAY AS REQUIRED.
HAVE WELDED CORNERS.
IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE.
PARAPETS SHALL BE SLOPED APPROXIMATELY 3/8"/FT
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS
GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL
G. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL
A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF
OF WIDTH. BROADER SURFACES SUCH AS WALKS, ROADS,
PARKING AREAS AND PLATFORMS SHALL BE SLOPED
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING
GROUND LEVEL.
BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN
THE TOWER PIER FOUNDATION. TWO SHALL BE TESTED
® THREE DAYS TWO 0 TWENTY-EIGHT DAYS. THE FIFTH
APPROXIMATELY 1/4"/FT.
ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
C. UNLESS OTHERWISE INSTRUCTED BY SPRINTCOM, INC.
PLACE BY USE OF GATE BRACE CLAMPS.
CYLINDER SHAEL BE KEPT SEPARATELY, IF REQUIRED
D. SURFACES THAT WILL BE COVERED BY BACKFILL OR
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
INC., REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO
H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386
TO BE USEEED IN THE FUTURE.
CONCRETE SHALL BE SMOOTH SCREEDED.
AND INSPECTIONS MAY EECOUNTYEORF�OCALE WORK
AN AUTHORIZEDAFON.
HINGE WITH MODEL 6409, 188 DEGREE ATTACHMENT,
D
D[�RINGOCOLDDWEATHER MID CU IED
BYRMHESARCHt ARCHITECT/ENGINEER, E STATICH
TO PLACEMENT FILL OR BASE MATERIALS, ROLL
OR
ON SITE UNDER SAME
AS ROPRESENTS.
E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED,
GOVERNMENT AUTHORITY.
THE SOIL.
I. THE GUIDE (LATCH ASSEMBLY) SHALL BE TAMPER PROOF
CONDITIONS CONCRETE IT
SCREENED, FLOATED, AND STEEL TROWELED. HAND OR
A
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT
E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF
POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATINGS
EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC.
LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO
J. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR
TEST CYLINDERS TAKEN.
WHICH SHALL BE STARTED AS SOON AS THE SCREENED
DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE
PLACEMENT OF FILL OR BASE MATERIAL.
ALL GATES.
PART 2 - PRODUCT
SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
3.03 INSTALLATION
K ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING
2.01 CONCRETE MATERIALS
OPERATIONS. FLOATING SHALL BE CONTINUED THE
MINIMUM TIME REQUIRED TO PRODUCE A SURFACE
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-
THE GATE LEAF IN THE OPEN POSITION.
UNIFORM IN TEXTURE AND FREE FROM SCREED MARKS OR
12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN
BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS.
CONCRETE SHALL BE COMPOSED PORTLAND CEMENT,
OTHER IMPERFECTIONS. THE FINAL FINISH SHALL BE
AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL
GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO
L. DOUBLE GATES SHALL HAVE A FULL -HEIGHT PLUNGER BAR
A
WATER, FINE AND COARSE AGGREGATES, AND ADMIXTURES
T
PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS.
DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS
PRODUCE EVEN DISTRIBUTION OF SPOT S RESULTING
FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL
WITH DOME CAP.
AS SPECIFIED BELOW, ALL WELL MIXED AND BROUGHT
STEEL TROWELING SHALL COMMENCE ONLY AFTER THE
REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN
CORRESPOND WITH SAID SUBCOURSE, ELEVATIONS ARE TO
M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE
TO PROPER CONSISTENCY.
SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY
D GRADES OR SLOPES INDICATED.
BE CALCULATED FROM FINISHED
USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND
A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR,
ELEVATION AND ALL SURFACE IMPERFECTIONS
CORRECT EL
NATURE.
B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT
CUPS AT CORNER AND GATE POSTS.
LOW -ALKALI PORTLAND CEMENT CONFORMING TO
CORRECTED, AND SHALL BE CONTINUED ONLY UNTIL THE
13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF
SPREAD BEYOND THE LIMITS OF SPRINTCOM, INC.
N. A 6"x%" 0 EYE -BOLT TO HOLD TENSION WIRE WILL
ASTM C150.
SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND
THE OHIO BASIC BUILDING CODE, LATEST EDITION, AND
LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER.
BE PLACED AT UNE POSTS.
B. FINE AND COARSE AGGREGATES: AGGREGATES FOR
APPEARANCE. IF FREE WATER IS BROUGHT TO THE SURFACE
ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT.
C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE„
USE IN CONCRETE SHALL COMPLY WITH ASTM C33.
DURING THE FINISHING OPERATIONS, IT SHALL BE REMOVED
14. THE CONTRACTOR SHALL NOTIFY SPRINTCOM'S REPRESENTATIVE WHERE
ELEVATION PRIOR TO FOUNDATION CONSTRUCTION.
0. STRETCHER BARS SHALL BE 3/16"x3/4" OR HAVE
EQUIVALENT CROSS SECTIONAL AREA.
C. WATER: WATER FOR MIXING AND CURING CONCRETE
BY SPONGING. FINISHING SHALL BE TIMED AND PERFORMED
SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE SURFACE
A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE
D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND.
SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SALTS
BEING TROWELED.
CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY
E. THE CONTRACT INCLUDES ALL NECESSARY GRADING,
P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8"
AND SHALL BE FREE FROM OBJECTIONABLE QUANTITIES OF
PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS
BANKING, DITCHING AND COMPLETE SURFACE COURSE
TRUSS ROD WITH TURNBUCKLES.
SILT, ORGANIC MATTER, AND OTHER DELETERIOUS SUBSTANCES.
3.05 PATCHING
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
RESOLVED BY SPRINTCOM'S REPRESENTATIVE.
FOR ACCESS ROAD. ALL ROADS OR ROUES UTILIZED FOR ACCESS
NCING AT THE POINT OF INTERSECTION WITH
TO THE SITE COMMENCING
Q ALL POSTS EXCEPT GATE POSTS SHALL HAVE A
2.02 ADMIXTURES
UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE
15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,
PROPERTY LINES, ETC. ON THE JOB.
THE PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK
COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE
POSTS SHALL HAVE A DOME CAP.
A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL
SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED
16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER
UNLESS OTHERWISE INDICATED.
F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE
R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO
CONFORM TO ASTM C260. THE ADMIXTURE SHALL BE
ADDED AS PART OF THE COMPUTED MIXING WATER
ACCORDING TO THE ENGINEERS DIRECTION.
ANTENNA INSTALLATION
FOR ANTENNA AZIMUTH VERIFICATION �DURING )
THE EXISTING ROAD TO REMOVE ANY ORGANIC MATER AND
TIE CUPS, BAND CUPS AND TENSION BAND CLIPS.
REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALLPRIOR
3.06 DEFECTIVE CONCRETE
TO CONDUCTING SITE SWEEPIN.
17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE PROJECT,
SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE.
G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND
S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME
BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL BE
THE CONTRACTOR SHALL MODIFY OR REPLACE CONCRETE NOT
CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND
A COMPLETE SET OF AS -BUILT DRAWINGS TO SPRINTCOM'S
COMPACT BEFORE PLACING NEXT LIFT.
CAPS
BATCH BY MEANS OF RELIABLE MECHANICAL
DISPENSERS.
ELEVATIONS AS SPECIFIED IN ACI 301.
PROJECT MANAGER. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE,
EXTEND A THE SITE FENCE
DIVISION 02000 SITE WORK AND DRAINAGE ANDS
T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH
SET BOLT AND LOCK WIRE IN THE ARM.
g CHEMICAL ADMIXTURE: ASTM C494, TYPE A-
WATER REDUCING OR TYPE D - WATER REDUCING AND
A.07 PROTIMMEDIATELYAFTERPLACEMENT, THE CONTRACTOR
-
ALL COVER THALL
HEAREAAS INDICA ED.
U. ALL CAPS SHALL BE CAST STEEL.
RETARDING.
SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING,
I. RIP RAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL
EXCESSIVELY HOT OR COLD TEMPERATURES, AND
EARTHWORK, EXCAVATION AND GRADING
FENCED SITE AREAS, PARKING AREAS AND TO ALL OTHER
PART 3 EXECUTION
2.03 CURING COMPOUND: ASTM C309, TYPE 1,
MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED.
SLOPES GREATER THAN 2 : 1.
CLASS B; TRANSLUCENT.
B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL
PART 1 GENERAL
J. RIP RAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR
4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL
2.04 ACCESSORIES
MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR
1.01 WORK INCLUDED: REFER TO THE SURVEY AND
DRAINAGE SWELLS AS INDICATED ON PLANS.
AUGER EQUIPMENT.
PERIOD NECESSARY FOR HYDRATION OF CEMENT AND
SITE PLAN FOR WORK INCLUDED.
K. RIP RAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS
4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION
A. NONSHRINK GROUT: PREMIXED COMPOUND
HARDENING OF CONCRETE.
1.02 RELATED WORK
AT CULVERT OPENINGS.
L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED
DOCUMENT CONFIRM R DEPTH AND DIAMETER OF POST
CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER
REDUCING AND PLASTICIZING AGENTS; CAPABLE OF
C. ALL CONCRETE SHALL BE WATER CURED BY
A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS
TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE,
HOLE EXCAVATIONS.
DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF
CONTINUOUS NOT PERIODIC FINE MIST SPRAYING OR
ALL
B. INSTALLATION OF ANTENNA SYSTEM
SWELLS, NOT OTHERWISE RIP RAPPED
4.06 INSTALLATION
7,000 PSI IN 28 DAYS.
SPRINKLING EXPOSED SURFACES. WATER SHALL BE
1.03 DESCRIPTIONS
M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWELLS OR
A. POST FOUNDATIONS SHALL HAVE A MINIMUM 4" CONCRETE
B. JOINT FILLER: BITUMINOUS TYPE, ASTM D1751
CLEAN AND FREE FROM ACID ALKALI SALTS OIL SEDIMENT
' '
OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE
A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE
CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR
COVER UNDER POST.
OR NON -BITUMINOUS TYPE ASTM D1752.
ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER
CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY
MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT
PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF
OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS
B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 1/4"
C. ANCHOR BOLTS: ASTM A307. UNPRIMED.
PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF
DELIVERIES AND MAINTENANCE PERSONNEL ACCESS.
GUIDANCE ADVISE THE OWNER IMMEDIATELY.
IN 8'-0".
2.05 CONCRETE MIX
HOSE, SPRINKLERS, AND SPRAYING DEVICES.
1.04 QUALITY ASSURANCE
N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN
C. AT CORNER POSTS, GATE POST AND SIDES OF GATE
A CONCRETE SHALL BE PROPpRTIONED FOR
DIVISION 05000 -METALS
A. APPLY SOIL STERILIZER IN ACCORDANCE WITH
PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT
FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND
WORKABILITY MAXIMUM DENSITY STRENGTH AND
MANUFACTURER'S RECOMMENDATION USE AS NEEDED).
( )
CULVERT ENTRANCES. RIP RAP THE UPSTREAM SIDE OF THE
HEADWALL AS WELL AS THE DITCH FOR 6' -Om ABOVE THE
TENSION BAND -CUPS AT 1'-3" INTERVALS.
DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301.
PART 1 -GENERAL
B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE
CULVERT ENTRANCE.
D. AT UNE POSTS, FABRIC SHALL BE ATTACHED WITH BAND-
THE 28 -DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE
1.01 WORK INCLUDED
CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED
CUPS AT 1'-3" INTERVALS.
SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE
A THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL
BY NURSERY INDUSTRY STANDARDS.
0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE
FURNISHED MAY BE A COMMERCIAL READY -MIX PROVIDED
ALL EQUIPMENT, LABOR INCLUDES AND SERVICES REQUIRED FOR ALL
1.05 SEQUENCING
CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO
BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL
E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND
TRUSS RODS WITH TIE CLIPS AT 2'-0" INTERVALS.
THAT DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY
ESTABLISHED AS OCCURRING NOT LATER THAN 45 MINUTES
STRUCTURAL STEEL WORK, INCLUDING ALL ITEMS INCIDENTAL THERETO AS
A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION
STAKING. CONFIRM SURVEY STAKES AND ESTABLISH LINE AND GRADE
P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY
F. A MAXIMUM GAP OF 1 WILL BE PERMITTED BETWEEN
AFTER ADDITION OF WATER TO THE MIX. SLUMP OF
SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING:
1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS
STAKES PRIOR TO ANY CONSTRUCTION.
RECOMMENDED BY THE SEED PRODUCER.
THE CHAIN LINK FABRIC AND THE FINAL GRADE.
DELIVERED CONCRETE SHALL NOT EXCEED 4".
AND PLATES.
B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO
Q. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE
B. THE FOLLOWING STRENGTHS SHALL BE USED:
1. DESIGN FENCE POST FOUNDATIONS -
2. WELDING AND BOLTING OF ATTACHMENTS.
FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB-
GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO
FROM BOTH SIDES.
COMPRESSIVE STRENGTH AT 28 DAYS OF 2, 500 PSI.
1.02 REFERENCE STANDARDS
BASE MATERIAL.
THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO
GATE HINGE BOLTS SHALL HAVE T
H. HEIR THREADS PEENED
2. EQUIPMENT PADS SLABS ON GRADE - DESIGNOR
A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE
C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS
REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED.
WELDED TO PREVENT UNAUTHORIZED REMOVAL.
COMPRESSIVE STRENGTH AT 28 DAYS OF 3,500 PSI.
FOLLOWING AGENCIES AS FURTHER CITED HEREIN:
DRIVE.
D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE
3.04 FIELD QUALITY CONTROL
4.07 PROTECTION: UPON COMPLETION OF ERECTION INSPECT
3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.
1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, 196 RACE
STREET PHILADELPHIA PA 19103 USA AS PUBLISHED IN "COMPILATION OF
� � � „
ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION
A. MPACTIION SHALL 90) MAXIMUM
WITHFORSI Lp
DENSITY IN A CgRDANCE FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS
5% M ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING
4. CONCRETE SPECIFICATION FOR MONOPOLE OR
TOWER FOUNDATION SHALL CONFORM TO
ASTM STANDARDS IN BUILDING CODES".
MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE GENERALITY THEREOF,
PRIOR TO FORMING FOUNDATIONS.
E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS.
SLA AREAS. WgEK,ANEM
REFILLED AT CONTRACTOR EXPENSE.
N BITE EXCA ATED AND
PROCESS.
MANUFACTURER'S RECOMMENDATIONS.
3. AISC: AMERICAN INSTITUTE FOR STEEL CONSTRUCTION, 101 PARK
F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH
C. USE ACCELERATING ADMIXTURES IN COLD WEATHER
AVENUE NEW YORK NY USA AS PUBLISHED IN "CODE FOR STANDARD
"SPECIFICATIONS
DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND
3.05 PROTECTION
ONLY WHEN APPROVED BY THE ENGINEER. USE OF
PRACTICE FOR STEEL BUILDINGS AND BRIDGES"; FOR THE
ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE
ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING
REQUIREMENTS.
ROWT�-J�
�. KEMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION
STRAW TO A UNIFORM LOOSE DEPTH OF 1" - 2", STAKE AND
TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR
D. USE SET -RETARDING ADMIXTURES DURING HOT
PART 2 - PRODUCTS
2.01 MATERIALS
ZONE.
MULCH NET SHALL BE AN ACCEPTABLE ALTERNATE.
WEATHER ONLY WHEN APPROVED BY THE ENGINEER.
A. STRUCTURAL STEEL: SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL
B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE
E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR
A36 AND A50 FOR STRUCTURAL STEEL.
STERILIZER TO THE STONE SURFACES.
CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE
CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR.
2.02 WELDING
1.06 SUBMITTALS
A. BEFORE CONSTRUCTION
AND SECURED TO STAKES EXTENDING
2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE.
PART 3 - EXECUTION
2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL
"STANDARD
1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT,
C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST
3.01 INSPECTION
33125 USA AS PUBLISHED IN D1.1-96, STRUCTURAL WELDING CODE".
SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER
WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED
A. AL WELDING SHALL BE DONE BY CERTIFI
D WELDERS.
CERTIFICATION DOCUMENTS SHALL BE MADE AV
LABLE FOR
ENGINEER'S AND/OR OWNER'S REVIEW IF REQU
TED.
B. WELDING ELECTRODES FOR MANUAL SHITE DED METAL ARC WELDING
SHALL CONFORM TO ASTM A-233, E70 SERIES.
BARE
ELECTRODES AND GRANULAR FLUX USED IN THE
SUBMERGED ARC PROCESS
SHALL CONFORM TO AISC SPECIFICATIONS.
RESPONSIBLE FOR THE PROTECTION OF PERSON
C. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 REQUIREMENTS
VISUAL INSPECTION IS ACCEPTABLE.
INGS AND
D. STUD WELDING SHALL B ACCOMPLISHED
BY CAPACITOR DISCHARGE D) WELDING TECH
IQUE USING
USING MIDWEST FASTENERS, INC. CD100 CAPAC
OR DISCHARGE
STUD WELDER, NELSON STUD WELDER OR EQU
.
2.2 PROVIDE STUD FASTENERS OF MATERI
S AND SIZES
SHOWN ON DRAWINGS OR AS RECOMMENDED B
THE MANUFACTURER
FOR STRUCTURAL LOADING REQUIRED.
SUBMIT FREQUENCY DOMAIN REFLECTOMEER(FDR)
2.3 FOLLOW MANUFACTURES SPECIFICATION
AND INSTRUCTIONS
TO PROPERLY SELECT AND INSTALL STUD WELDS.
2.03 BOLTING
AND HELIAX
A. BOLTS SHALL BE 3/4"0(MINIMUM) CONFIRMING
TO ASTM A325,
HOT DIP GALVANIZED OR ASTM A153, NUTS S
BE HEAVY HEX TYPE.
B. ALL BOLTS SHALL BE INSTALLED IN SLRITICAL
CONNECTIONS
CONFORMING TO AISC, USING THE 1/4 TURNHOD.
BETWEEN ANTENNAS AND
2.04 FABRICATION
NS. WEATHERPROOF
A. FABRICATION OF STEEL SHALL CONFOR
THE AISC AND AWS
STANDARDS AND CODES.
COAXIAL CABLE
2.05 FINISH
UNLESS
A. STRUCTURAL STEEL EXPOSED TO WEATH
SHALL BE HOT -DIP
GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH ASTM A123.
2.06 PROTECTION
IRE "DAISY CHAIN"
A. UPON COMPLETION OF ERECTION INSPEC
ALL GALVANIZED STEEL
AND PAINT ANY FIELD CUTS, WELDS, OR GALVA
IZED BREAKS WITH ZINC
BASED PAINT. COLOR TO MATCH THE GALVANIZIt
G PROCESS.
PART 3 - EXECUTION
OT WITHIN BENDS).
3.01 ERECTION OF STEEL
A. PROVIDE ALL ERECTION EQUIPMENT, BRACG,
PLANKING, FIELD BOLTS,
NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATEt
ALS WHICH DO NOT FORM
A PART OF THE COMPLETED CONSTRUCTION BUTARE NECESSARY FOR ITS
PROPER ERECTION.
2. SEALING AND CAULKING ALL OPENING
B. ERECT AND ANCHOR ALL STRUCTURAL ST
L IN ACCORDANCE WITH
AISC REFERENCE STANDARDS. ALL WORK SHALL
ACCURATELY SET
TO ESTABLISHED LINES AND ELEVATIONS AND RI
DLY FASTENED IN PLACE
WITH SUITABLE ATTACHMENTS TO THE CONSTRUC
ON OF THE BUILDING.
C. TEMPORARY BRACING, GUYING AND SUPPO T SHALL BE PROVIDED TO
KEEP THE STRUCTURE SAFE AND ALIGNED AT ALI
TIMES DURING
CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS
AND PROPERTY.
CHECK ALL TEMPORARY LOADS AND STAY WITHIN
SAFE CAPACITY OF ALL
BUILDING COMPONENTS.
N IN EFFECT
DIVISION 13000 - SPECIAL CONSTRUCTION
STATE AND
NTENNA INSTALLATION
NG JURISDICTION
PART 1 -GENERAL
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1.01 WORK INCLUDED
IN23XCO71-J
A. ANTENNAS AND COAXIAL CABLES ARE FUR
ISHED BY SPRINTCOM
UNDER SEPARATE CONTRACT. THE CONTRACTOR SIALL
ASSIST
ANTENNA INSTALLATION CONTRACTOR IN TERMS 0
COORDINATION
AND SITE ACCESS. ERECTION SUBCONTRACTOR S
L BE
RESPONSIBLE FOR THE PROTECTION OF PERSON
L AND PROPERTY.
B. INSTALL ANTENNAS AS INDICATED ON DRA
INGS AND
SPRINTCOM SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOU
TS AS
INDICATED ON DRAWINGS.
a
D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE
AND PROVIDE PRINTOUT OF THAT TEST.
E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS
OF SWEEP TESTS
USING HEWLETT-PACKARD 8713B RF SCALAR N
ORK ANALYZER.
SUBMIT FREQUENCY DOMAIN REFLECTOMEER(FDR)
TEST RESULTS TO THE
PROJECT MANAGER. SWEEP TESTS SHALL BE AS
PER ATTACHED ANDREW
"MINIMUM FIELD TESTING RECOMMENDED FOR AN17NNA
AND HELIAX
COAXIAL CABLE SYSTEMS" DATED 10-5-93. E
ING SHALL BE PERFORMED
BY AN INDEPENDENT TESTING SERVICE AND BE B
UND AND SUBMITTED
WITHIN ONE WEEK OF WORK COMPLETION.
F. INSTALL COAXIAL CABLES AND TERMINATIO
BETWEEN ANTENNAS AND
EQUIPMENT PER MANUFACTURER'S RECOMMENDATI
NS. WEATHERPROOF
ALL CONNECTORS BETWEEN THE ANTENNA AND E
UIPMENT PER
MANUFACTURER'S REQUIREMENTS. TERMINATE ALL
COAXIAL CABLE
THREE (3) FEET IN EXCESS OF ENTRY PORT LOCkTION
UNLESS
OTHERWISE STATED.
G. ANTENNA AND COAXIAL CABLE GROUNDING:
1. ALL EXTERIOR #6 GREEN GROUND
IRE "DAISY CHAIN"
CONNECTIONS ARE TO BE WEATHER SEAL
WITH ANDREWS
CONNECTOR/SPLICE WEATHERPROOFING K
TYPE #221213 OR EQUAL.
2. ALL COAXIAL CABLE GROUNDING K
S ARE TO BE INSTALLED
ON STRAIGHT RUNS OF COAXIAL CABLE (t
OT WITHIN BENDS).
1.02 RELATED WORK
FURNISH THE FOLLOWING WORK AS SPECIFIED UNER
CONSTRUCTION
DOCUMENTS, BUT COORDINATE WITH OTHER TRAD
PRIOR TO BID:
1. FLASHING OF OPENING INTO OUTSIDE
ALLS
2. SEALING AND CAULKING ALL OPENING
3. PAINTING
4. CUTTING AND PATCHING
I
1.03 REQUIREMENTS OF REGULATOR AGENCIES
A. FURNISH U.L. LISTED EQUIPMENT WHERE S
ICH LABEL IS
AVAILABLE. INSTALL IN CONFORMANCE WITH U.L.
ANDARDS
WHERE APPLICABLE.
B. INSTALL ANTENNA, ANTENNA CABLES, GROU
4DING SYSTEM
IN ACCORDANCE WITH DRAWINGS AND SPECIFICATI
N IN EFFECT
AT PROJECT LOCATION AND RECOMMENDATIONS 0
STATE AND
LOCAL BUILDING CODES, AND SPECIAL CODES HA
NG JURISDICTION
OVER SPECIFIC PORTIONS OF WORK. THIS WORK 14CLUDES
BUT IS
NOT LIMITED TO THE FOLLOWING:
1. EIA -ELECTRONIC INDUSTRIES ASSO
ATION RS -
22. STRUCTURAL STANDARDS FOR STEEL A
NNA TOWERS
AND ANTENNA SUPPORTING STRUCTURES.
2. FAA -FEDERAL AVIATION ADMINISTRA
ON
ADVISORY CIRCULAR AC 70/7460 -IH, OBSTR
CTION
MARKING AND LIGHTING.
3. FCC - FEDERAL COMMUNICATIONS CC
AMISSION
RULES AND REGULATIONS FORM 715, OBSTR CTION
MARKING AND LIGHTING SPECIFICATION FOR ANTENNA
STRUCTURES AND FORM 715A, HIGH INTENS
OBSTRUCTION LIGHTING SPECIFICATIONS FORNTENNA
STRUCTURES.
a
4. AISC - AMERICAN INSTITUTE OF ST 11
CONSTRUCTION SPECIFICATION FOR STRUCTU
AL JOINTS
USING ASTM A325 OR A490 BOLTS.
r
5. NEC - NATIONAL ELECTRICAL CODE
ON TOWER
LIGHTING KITS.
ITER'S LABORATORIES
PROVED
ELECTRICAL PRODDD
UCWS
T AAPPLICOTHER
LEDVE SOF
ANi
PARTS17TCHpNF
HE
T T,RUPERF
STANDARDS OR SPECIFICATIONS.
F-
8. 1990 LIFE SAFETY CODE NFPA - 10 .
.:E*VSprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
5 3 N � P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
ai
0
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PROJECT NO:
IN23XCO71-J
DRAWN BY:
TVL
CHECKED BY:
WES
CAD FILE:
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
A-1
Upon Switch or Cell Area Entry,
Technical Support, or Emergency
Please Call Toll Free:
National Operations Control Center
(NOGG)
888-859-1400
24 Hours/Day, 7 Days/Week, 365 Days/Year
SITE ID#
NOTE:
SIGN IS TO BE PLACED IN FULL VIEW ON THE RIGHT SIDE OF GATE OPENING ON FIXED SECTION OF FENCE.
A -A
QQOD� NOTICE TO WORKERS
RADIO FREQUENCY ANTENNAS ON THIS TOWER
PLEASE CONTACT TOWER MANAGER
FOR MORE INFORMATION CONCERNING
ANTENNAS ON THIS TOWER.
IN ACCORDANCE WITH FCC RULES 47 CFR 1.1307(b)
NOTE:
SIGN TO BE PLACED ON LEG OF TOWER NEAR TOWER CLIMBING LOCATION. APPROX. SIZE OF SIGN (8-1/2- 11 ")
SIGN IS TO BE PLACED IN FULL VIEW ON THE RIGHT SIDE OF GATE OPENING ON FIXED SECTION OF FENCE.
B -B
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Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
PEA. of Ohio
consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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23-001 A-2
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SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
GENERAL SIGNS
SHEET NUMBER
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W. 141th ST.
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DEED BEARINGS BASED ON INSTR. #9566104 I IX I
DEEDED TO TYNER FAMILY PARTNERSHIP, L.P.
SCALE: 1" = 20'
I
20 10 0 20 I
SYMBOLS
i
5/8"00" REBAR SET
5.73 ACRES
W/ "HLG ENGR. &
NE QTR., SEC. 20
SURVEY" I.D. CAP
A
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TAX ID:
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12.
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ORTH CARMEL# 92397
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6.
__ ANTENNA PLATFROM
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NOT INCLUDED IN STUDY FCR
MOUNTED AT 130' _
"i ==ter
0075 B FOR THE TOWN OF
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EXISTING NEXTEL
14.
ALL UNDERGROUND UTILITY
- ANTENNA PLATFROM
WAS DETERMINED FROM SU
N MOUNTED AT 120'
T
GROUND UTILITIES SHOULD I
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PRIOR TO COMMENCEMENT
PROPOSED AT&T
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DEEDED TO TYNER FAMILY PARTNERSHIP, L.P.
SCALE: 1" = 20'
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20 10 0 20 I
SYMBOLS
i
5/8"00" REBAR SET
5.73 ACRES
W/ "HLG ENGR. &
NE QTR., SEC. 20
SURVEY" I.D. CAP
A
RAILROAD SPIKE SET
■
HUB SET
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FOUND, AS LABELED
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0
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TAX ID:
CENTERLINE
EL
PROPERTY LINE
9P
UTILITY POLE
TYNER FAMILY PARTNERSHIP, L.P.
INSTR #9566104
154.27± ACRES
OHE-OHTOHE-OHT
E/P
N
4
�-.
WILBUR E. TYNER
INSTR #9227587
5.73 ACRES
OHE-OHT OHE-OHT OHE-OHT OHE-OHT
S89'10'31'W 1284.76' NORTHEAST QUARTER, SECTION 20
SOUTHEAST QUARTER, SECTION 20
W. 141th ST.
EXISTING TOWER
CENTER
1401'±
TYNER FAMILY
PARTNERSHIP, L.P.
INSTR #9566104
40.0± ACRES
R
N
O
N
TYNER FAMILY
PARTNERSHIP, L.P.
INSTR #9566104
50.0± ACRES
WILBUR E. TYNER
INSTR #9227587
MAP
5.73 ACRES
7.
NE QTR., SEC. 20
EXISTING OMNIPINT
PROJECT NO: IN23XC071-J
SE QTR., SEC. 20
ANTENNA PLATFROM
EAS
CORNER SEC. 20
ELEV. 1071.1±
1269'±
0
-
TYNER FAMILY
TAX ID:
PARTNERSHIP, L.P.
Cm
INSTR #9566104
Q
34.27± ACRES
0
MOUNTED AT 140' _
12.
a
W
ORTH CARMEL# 92397
cz�
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---
6.
__ ANTENNA PLATFROM
O
NOT INCLUDED IN STUDY FCR
MOUNTED AT 130' _
OVERALL SITE PLAN
OHE-OHT OHE-OHT P.O.C.
LEASE 5/8"REBAR
: \ 'r FND & USED
SCALE: 1" = 600'
320 SQ. FT. LEASE AREA
Situated in the State of Indiana, County of Hamilton, Northeast
Quarter of the Southeast Quarter of Section 20, Township 18 North,
Range 3 East, being a 256 square foot Lease Area out of a 154.27
acre tract more or less, deeded to the Tyner Family Partnership,
WILBUR E. TYNER L.P., Instrument No. 9566104, Recorders Office, Hamilton County,
o I INSTR #9227587 Indiana, said Lease Area being more particularly described as
5.73 ACRES follows:
W I ;�
Beginning FOR COMMENCMENT ata 5/8" rebar found at the Northeast
corner of the Southeast Quarter of Section 20 and being referenced
Ix { by a 5/8" rebar found at the Northwest corner of said Southeast
I I Quarter, South 89 degrees 10 minutes 31 seconds West, 2662.26
feet;
I I �
Thence along the north line of said Southeast Quarter of Section
I 20, South 89 degrees 10 minutes 31 seconds West, 1287.55 feet
to a point on the said north line;
{ I Q
Thence crossing said Northeast Quarter of the Southeast Quarter of
TYNER FAMILY PARTNERSHIP, L.P. Section 20, South 00 degrees 49 minutes 29 seconds East, 557.14
I \ INSTR #9566104 feet to a 5/8" set at the northwest corner of said lease area, the
154.27± ACRES TRUE POINT OF BEGINNING;
i Thence North 88 degrees 15 minutes 53 seconds East, 16.00 feet
TRUEto a 5/8" rebar set at the northeast corner of said lease area;
'i ` I�\ P.Q.B. Thence South 01 degrees 44 minutes 07 seconds East, 16,00 feet
LEASE to a 5/8" rebar set at the southeast corner of said lease area;
PROPOSED LEASE ��`1�� Thence South 88 degrees 15 minutes 53 seconds West, 16.00 feet
5 8"REBAR AREA (256 SQ x) 5/8"REBAR to a 5/8" rebar set at the southwest corner of said lease area;
/I /
�--- �'� Thence North 01 degrees 44 minutes 07 seconds West, 16.00 feet EX. GRAVEL EDGE i 16' x ,. `5'53 EX. 70'x7O' LEASE AREA to the TRUE POINT OF BEGINNING, containing 256 square feet, and
16.00'
subject to all legal easements, restrictions, and right-of-way of
) c g c r- record.
'38'EX. PULL BOX/HANDHOLE Basis of bearings is True North found by GPS observations, and
z - z 1600 v'iron ins set are 5 8"x30" rebar set with yellow p / y w plastle cap marked
EX. ELECTRICAL
EX. TEL CONTROL BOX
SWI 5'53V- EX. CONC HLG ENGR. & SURVEYING.
TRANSFORMER C -e' '%i7'' NOTE: This Legal description is not the result of a full boundary
EX. ELEC PANEL EX. BLDG. �� survey. It is the result of compilation of record information and
P` o i; location of available monumentation.
EAST CORNER, SECTION 20
LIGHTNING ROD ELEV. 1081.1'±
II X. CONIC EX. ICEBRIDGE
EX. TOWER W/
8'0 CONIC BASE
-EX.-BLDG EX. BLDG. •
5/8"REBAR EX. FENCE
EX. PULL a /
BOX/HANDHOLE
2C POSITION
CENTER OF EX. TOWER
ADJACENT ON ZONING LOTS:
N: S-1
S: S-1
E: S-1
W: S-1
EXISTING TOWER SPECS
TOWER HEIGHT = 150'±
PROPOSED HEIGHT OF ANTENNA = 100'±
TOTAL TOWER HEIGHT = 150'±
CO -LOCATION AVAILABILITY = 0
LATITUDE: 39'59'24.64"
LELEVATION: 920.09 12'26.050
.050 ``�Q��Es e p 0 ELEV. OF GRADE 920.1±
e� No.�FO ' TH1S SURVEY PLAN IS NOT THE RESULTF
NOTE:
CONTRACTOR NEEDS TO CONTACT P.E.A. OF OHIO
(614-760-8320) 72 HOURS PRIOR TO THE
BEGINNING OF CONSTRUCTION FOR SITE LAYOUT
BY SURVEYOR.
0 A FULL BOUNDARY
* 9600012 * = SURVEY. IT IS THE RESULT OF COMPILATION OF RECORD
'i STATE OF INFORMATION AND LOCATION OF AVAILABLE MONUMENTATION.
i�05.11.2001
``` BRADLEY P.T
0 T, P.S. NO. 960012 DATE
10' LIGHTNING ROD
4s,4 MONOPOLE
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TOP OF FOUNDATION
ELEV. 921.1'±
I I
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SITE ELEVATION
-NOT TO SCALE -
VICINTY
MAP
TOP OF TOWER
7.
NOT TO SCALE
EXISTING OMNIPINT
PROJECT NO: IN23XC071-J
RMATION
ANTENNA PLATFROM
`-----
ST
ELEV. 1071.1±
8.
0
-
N23XC071-J
TAX ID:
7 EXISTING GTE
10.
011- W 146
ANTENNA PLATFROM
II II
s
MOUNTED AT 140' _
12.
a
II II
ORTH CARMEL# 92397
cz�
EXISTING CELL ONE
---
6.
__ ANTENNA PLATFROM
SPRINTCOM, INC.
NOT INCLUDED IN STUDY FCR
MOUNTED AT 130' _
"i ==ter
0075 B FOR THE TOWN OF
�_=�r�
o
EXISTING NEXTEL
14.
ALL UNDERGROUND UTILITY
- ANTENNA PLATFROM
WAS DETERMINED FROM SU
N MOUNTED AT 120'
T
GROUND UTILITIES SHOULD I
0
a
PRIOR TO COMMENCEMENT
PROPOSED AT&T
_-
OUPS AT 1-800-382-5544
--� ANTENNA PLATFROM
PRIOR TO PLANNED ACTIVI
H MOUNTED AT 110' -
TARA
PLAN RE
Ck OF PROPOSED
Lu
SITE
SPRINT ANTENNA
ELEV. 1021.1'±
4s,4 MONOPOLE
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TOP OF FOUNDATION
ELEV. 921.1'±
I I
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SITE ELEVATION
-NOT TO SCALE -
VICINTY
MAP
LATITUDE: 39'59'24.64"
LONGITUDE: 86'12 26.05
7.
NOT TO SCALE
AMERICAN TOWER
PROJECT NO: IN23XC071-J
RMATION
16 HUNTINGTON AVENUE
W 151
ST
DRAWN BY: TDC
8.
0
SITE N0.
N23XC071-J
TAX ID:
-
10.
011- W 146
T
-AMERICAN TOWER
s
CHECKED BY: DFB
12.
a
o
ORTH CARMEL# 92397
cz�
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6.
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SPRINTCOM, INC.
NOT INCLUDED IN STUDY FCR
CAD FILE: 1004033
0075 B FOR THE TOWN OF
NESTFIELD AND
o
ION.
14.
ALL UNDERGROUND UTILITY
NFORMATION SHOWN HEREON
WAS DETERMINED FROM SU
W 141
T
GROUND UTILITIES SHOULD I
0
a
PRIOR TO COMMENCEMENT
ALL SITE WORK. CALL
OUPS AT 1-800-382-5544
A MINIMUM OF 48 HOURS
PRIOR TO PLANNED ACTIVI
.
TARA
PLAN RE
RENCES
SITE
W 136 S7
W136ST
W 131T
GENER L NOTES
1. VERTICAL DATUM: NGVD 29 (±20')
2. HORIZONTAL DATUM: NAD 83 (±50')
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, ILLINOIS 60018
Tel: 847/384-3040
Fax: 847/384-3061
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
- PLAN PREPARED BY -
HLG ENGINEERING
AND SURVEYING, INC.
3.
CENTER OF 2C POSITION:
(CENTER OF EX. TOWER)
LATITUDE: 39'59'24.64"
LONGITUDE: 86'12 26.05
7.
OWNER:
AMERICAN TOWER
PROJECT NO: IN23XC071-J
RMATION
16 HUNTINGTON AVENUE
ELEVATION: 920.09'
DRAWN BY: TDC
8.
4.
SITE N0.
N23XC071-J
TAX ID:
-
10.
5.
SITE NAME:
-AMERICAN TOWER
TRUE NORTH:
CHECKED BY: DFB
12.
DATE OF SURVEY:
/16/01
ORTH CARMEL# 92397
AS NOTED ON THE MAP IN [
---X FOR HAMILTON COUNTY,
6.
APPLICANT:
SPRINTCOM, INC.
NOT INCLUDED IN STUDY FCR
CAD FILE: 1004033
0075 B FOR THE TOWN OF
NESTFIELD AND
EASTON OVAL, SUITE 400
ION.
14.
ALL UNDERGROUND UTILITY
IL
o
M
COLUMBUS, OHIO 43219
7.
OWNER:
AMERICAN TOWER
IN
RMATION
16 HUNTINGTON AVENUE
-
OSTON, MAINE 02116
8.
JURISDICTION:
ARMEL-CLAY TOWNSHIP
9.
TAX ID:
-
10.
ZONING DISTRICT:
-
11.
TRUE NORTH:
P.S. OBSERVATION
12.
DATE OF SURVEY:
/16/01
13.
AS NOTED ON THE MAP IN [
---X FOR HAMILTON COUNTY,
INDIANA COMMUNITY PANEL
NOT PRINTED - AREA
NOT INCLUDED IN STUDY FCR
PANEL NUMBER 180080
0075 B FOR THE TOWN OF
NESTFIELD AND
EXTRATERRITORIAL JURISDIC
ION.
14.
ALL UNDERGROUND UTILITY
NFORMATION SHOWN HEREON
WAS DETERMINED FROM SU
ACE EVIDENCE. ALL UNDER-
GROUND UTILITIES SHOULD I
E LOCATED IN THE FIELD
PRIOR TO COMMENCEMENT
ALL SITE WORK. CALL
OUPS AT 1-800-382-5544
A MINIMUM OF 48 HOURS
PRIOR TO PLANNED ACTIVI
.
PLAN RE
RENCES
1.
BEARING BASED ON:
P.S. OBSERVATION
2
DEED REFERENCE• I
STD 9566104
IL
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CD
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11f
ZONING
IN
RMATION
ZONING DISTRICT:
-
MINIMUM:
LOT AREA:
N
LU
ROAD FRONTAGE:
N
FRONT YARD SETBACK:
O
0
N
REAR YARD SETBACK:
N All
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THE INFORMATION CONTAINED IN THIS
FAA CERT FICATION SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
I HEREBY CERTIFY THAT THE LA ITUDE, LONGITUDE AND PROHIBITED.
ELEVATIONS PRESENTED HEREON MEET THE REQUIREMENTS
OF THE FAA WITH THE FOLLOWI ACCURACY'S:
+/- TWENTY (20) FEET VERTIC LY SITE
J '
+/- FIFTY (50) FEET HORIZONT LLY CODE: IN23XCO71-,
J -AMERICAN TOWER
05.11.2001
REGISTEREI9~LAND SURVE
OR DATE
ZONING
IN
RMATION
ZONING DISTRICT:
-
MINIMUM:
LOT AREA:
N
ROAD FRONTAGE:
N
FRONT YARD SETBACK:
N
SIDE YARD SETBACK:
N
REAR YARD SETBACK:
N All
MAXIMUM:
MAXIMUM BUILDING HEIGHT: N
MAXIMUM TOWER HEIGHT: N
N. CARMEL#92397
2525 WEST 141 ST STREET
WESTFIELD, INDIANA 46074
SHEET TITLE
OVERALL SITE MAP
SHEET NUMBER
C.
EXISTING GTE E(
EXISTING OMNIPOINT
ANTENNAS MOUNTED AT 148'
/
EXISTING L SE AREA
PROPOSED SPRINT
EQUIPMENT PLATFORM
i
i
K 16'
R EA
AWSprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
PEA of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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PROJECT NO:
IN23XCO71-J
DRAWN BY:
TVL
CHECKED BY:
WES
CAD FILE:
23-001 C-2
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
PROPOSED SITE LAYOUT
SHEET NUMBER
C .2
148' MONOPOLE
J M
MONOPOLE
/� .111 r 1'l1'1111!\ r l'� 1 11"11"1 /"1 r1T
PART #6503) USED FOR
VERTICAL ANGLE BENDS IN
CABLE BRIDGE (TYP.)
SEE DETAIL s L 2 TIER CABLE HANGER
PIN #K10171 (TYP.)
CABLE BRIDGE DETAIL
SCALE: NOT TO SCALE
NOTES:
CONCRETE AND REINFORCING STEEL NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,
ACI 318, AND THE SPECIFICATION CAST—IN—PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM
A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES
SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR
REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH ........ 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
6 AND LARGER ..........................2 IN.
5 AND SMALLER & WWF ......... 1 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST
AGAINST THE GROUND:
SLAB AND WALL ........................3/4 IN.
BEAMS AND COLUMNS ..............1 1/2 IN.
5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,
UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL
OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR
ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
7. CONTRACTOR TO CONTACT PEA OF OHIO (614) 760-8320, 3 WORKING DAYS PRIOR TO
THE CONSTRUCTION OF THE TOWER FOR INSPECTION AND CYLINDER TESTING.
CABLE BRIDGE SUPPORT
POSTS (TYP.)
CABLE TRAY
SEE DETAIL s
%1MUL1_ 111./11
�— RE CABINET
r— EBE CABINET
PLATFORM HANDRAIL
16' LEASE AREA
PLATFORM HANDRAIL
LEGEND
PLATFORM
r— EXISTING GRADE
STEEL GRATING
DON'T "HOLEYSEZ:OLEY"
D
BL
CALL TWO WORKING DAYS BEFORE YOU DIG
1 -800-382-5544
AMERICAN WIRE GAUGE
EMT
CALL TOLL FREE
BCW
1 -800-428-5200
DWG
DRAWING
FOR CALLS
OUTSIDE OF
INDIANA
GRATING CLAMP DETAIL
SCALE: NOT TO SCALE
DEraL DETAIL REFERENCE
SHT. # ELEVATION REFERENCE
DETAIL!
DETAIL SECTION REFERENCE
ABBREVIATIONS
AWG
AMERICAN WIRE GAUGE
EMT
ELECTRICAL METALLIC TUBING
BCW
BARE COPPER WIRE
DWG
DRAWING
GPS
GLOBAL POSITIONING SYSTEM
IGR
INTERIOR GROUND RING (HALO)
ACCA
ANTENNA CABLE COVER ASSEMBLY
PCS
PERSONAL COMMUNICATION SYSTEM
MIGB
MASTER ISOLATED GROUND BAR
PPC
POWER PROTECTION CABINET
CIGBE
COAX ISOLATED GROUND BAR EXTERNAL
PRC
PRIMARY RADIO CABINET
a
BTS
BASE TRANSMISSION SYSTEM
RWY
RACEWAY
GEN
GENERATOR
TYP.
TYPICAL
L
w
GR
GROWTH
RGS
RIGID GALVANIZED STEEL
SSLP
SPRINT SPECTRUM LIMITED PARTNERSHIP
NG CLAMP
3EAM
NOTES:
1. WHEN USING MICROFLECT AS SHOWN IN STANDARD DE1AJLS, MAXIMUM
ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOJS SINGLE SECTION
OF BRIDGE CHANNEL SHALL BE 19 FEET FOR THE 12110' LONG BRIDGE
CHANNEL. SIMILARLY, FOR THE 12"x5' LONG BRIDGE C ANNEL, THE
MAXIMUM ALLOWABLE SPAN IS 9'.
2. WHEN USING MICROFLECT FOR SPLICING BRIDGE CHAN EL SECTIONS, THE
SPLICE SHOULD PROVIDED AT THE SUPPORT, IF POSSI LE, OR AT A
MAXIMUM OF 2 FEET FROM THE SUPPORT.
3. WHEN USING MICROFLECT SUPPORT SHOULD BE PROVI ED AS CLOSE AS
POSSIBLE TO THE ENDS OF CABLE BRIDGE.
4. WHEN CUTTING IS REQUIRED TO ACCOMMODATE UNUSU L ANGLES OR
LENGTHS, USE THE TOUCH—UP KIT #6186 OR TOUCH— P SPRAY #6364
(MICROFLECT) TO TREAT RAW METAL EDGES.
5. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTAL TIONS ARE
PERMITTED WITH THE RESPECTIVE MANUFACTURER'S AP ROVAL.
6. DEVIATIONS FROM CABLE BRIDGE FOUNDATIONS SHOWN N SITE SPECIFIC
DRAWINGS OR STANDARD DETAILS REQUIRE ENGINEERIN APPROVAL.
7. BRIDGE WILL OVERHANG PLATFORM TO MATCH THE END OF THE HARD LINE
IN WHICH THE LENGTH WILL BE DETERMINED IN FIELD.
8. CABLE BRIDGE MUST MAINTAIN 3" CLEARANCE FROM T ER AND MUST NOT
BE ATTACHED TO TOWER.
9. CONTRACTOR TO PLACE RUBBER OR PLASTIC COVERSR EVERY ALL
THREAD BOLTS AND EVERY EXPOSED END OF THE CAB —BRIDGE.
SUPPORT POST (MAX.
HEIGHT = 12'-0")
N
FINISHED GRADE
4—#4 EQ. SPCD
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12" CONC.
PIER
CABLE BRIDGE EQUIPMENT REBAR PLAN
SUPPORT FOUNDATION PIER SECTION
CABLE BRIDGE COLUMN SUPPORTS F.fll) SCALE: NOT TO SCALE C;
CUT ACCESS HOLE IN CABLE TRAY LARGE
ENOUGH TO ALLOW COAX CABLES TO PASS
THROUGH TO CABINETS. COVER CUT EDGES OF
ACCESS HOLE WITH "B—LINE" PLASTIC BARRIER
STRIP SPLICE (PART # 99-9982) OR EQUAL
TO PROTECT CABLES FROM CUTTING.
CABLE TRAY RUNG (TYP.)
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CABLE TRAY DETAIL
SCALE: NOT TO SCALEC-3
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5980-1 Wilcox Place
Dublin, Ohio 43016
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SITE
IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
CABLE TRAY. B—LINE PART #3 8— G 09-18-144.
STAINLESS STEEL CLAMPS EVE Y 4'.
SHEET TITLE
CABLE TRAY
DETAILS
SHEET NUMBER
MATERIALS PROVIDED BY SPRINTCOM
MATERIAL
RF CABINET(S)
POWER CABINET
PPC
CABLE
JUMPER(S)
CONNECTOR(S)
GROUNDING KITS
COLD SHRINK/BUTYL TAPE/
WEATHER PROOFING KITS
EQUIPMENT PLATFORM
ANTENNAS
TOWER LIGHTING
GENERATOR
TOWERS AND MONOPOLES
HOISTING GRIPS
ANTENNA PIPES
NON -PENETRATING MNTS (SLEDS)
DOWNTILT BRACKETS
CABLE BRIDGE & HARDWARE
CABLE TRAY
LIGHTING ROD
COAX CABLE GROUNDS
SNAP -IN
0' = TRUE NORTH
AZIMUTH
Sector A
J
00 AV
� o�
ti ^
ANTENNA ORIENTATION
MATERIAL PROVIDED BY CONTRACTOR
MATERIAL
SHIELDED OUTDOOR T-1 CABLE(S)
ELECTRIC METER SOCKET
ELECTRIC DISCONNECT
CONDUIT
FENCING
MISC. SHEET METAL(ROOF PENETRATION)
ELECTRICAL GROUND WIRE
GROUND RODS
DELIVERY OF OWNERS SUPPLIES AND MATERIALS
PREFAB. PLATFORM ICE BRIDGE
HANGERS/HANGER BL./CLICK-ONS
MEGGER TEST EQUIPMENT
OHMS TEST EQUIPMENT
REBAR & HARDWARE
PLATFORM ANCHOR BOLTS & LEVELING PLATES
ANTENNA GROUND BAR
MASTER GROUND BAR
BUSS BAR
ROOFING MATERIAL/MASTIC
PITCH PANS
PERMIT FEES/INSURANCE/BONDS
CRANE
CIVIL MATERIAL
(ROADS/GRAVEL/CONCRETE/ETC.)
COAX CABLE
BENDING RADIUS
CABLE SIZE
(DIA.)
MIN
ENDING
CABLE TYPE
COAXIAL
CABLE FEED
LOCATION
RAD.
MECH.
DOWN -TILT
1/2"0
5"
ANTENNA COAX
7/8"0
10"
ANTENNA COAX
1 1/4"0
15"
ANTENNA COAX
1 5/8"0
20"
ANTENNA COAX
1/2"0
2"
R.F. ANTENNA
2'
0'
JUMPER
NOTES:
1. ALL ANTENNAS TO BE FURNISHED BY SPRINTCOM. CONTRACTOR TO
COORDINATE REQUIRED MECHANICAL DOWN TILT FOR EACH ANTENNA WITH
SPRINTCOM R.F. ENGINEER.
2. USE 1/2" DIAMETER JUMPER CABLE FROM ANTENNA TO COAX.
3. ANTENNA CENTERLINE (RAD CENTER) HEIGHT IS IN REFERENCE TO ABOVE GROUND
LEVEL (A.G.L.) FINISH GRADE OUTSIDE MAIN ENTRANCE. OR TOP OF TOWER FOUNDATION(S)
TO BE VERIFIED BY SPRINTCOM R.F. ENGINEER BEFORE ANTENNA INSTALLATIONS.
4. COAX CABLE LENGTHS INDICATED IN SCHEDULE ARE ESTIMATED LENGTHS DETERMINED
FOR PLANNING PURPOSES. CONTRACTOR MUST DETERMINE & VERIFY ACTUAL
LENGTHS REQUIRED BY FIELD MEASUREMENT BEFORE PLACING CABLE ORDER.
5. COAX CABLE SIZES:
7/8" CABLE: USE RFS CABLEWAVE
1 1/4" CABLE: RFS CABLEWAVE
1 5/8" CABLE: RFS CABLEWAVE
*NO JUMPER - 1/2" COAX FROM ANTENNA TO BTS
6. CONTRACTOR TO VERIFY SPACING OF EXISTING HANDRAIL POSTS. PIVOT PIPE
FOR MOUNTING SPRINT ANTENNAS TO OCCUR AT HANDRAIL POSTS. IF SPACING
OF POSTS WOULD NECESSATE AN ANTENNA SPACING EXCEEDING THE 10 FEET TO
12 FEET RANGE, THEN THE CONTRACTOR SHALL ADD A NEW 2x2x1 /4" HANDRAIL
POST TO SUPPORT THE PIVOT PIPE AT A MAXIMUM ANTENNA SPACING OF 0-12 FEET.
MICROFLECT PART
#82593
TRI -BRACKET
SCALE: NOT TO SCALE
�4
RF
CONNECTORS
IONOPOLE
WIDTH ® 100' = 2'-9"
"" ",NTENNA
16-02DP
11
EMS ANTENNA DETAIL
SCALE: NOT TO SCALE
8" X 12" HAND -HOLE ON
FLATS 3,9, & 15. UP 102'
FROM BOTTOM OF MONOPOLE.
NOTE:
ALL NEW ACCESS HOLES SHALL BE REINFORCED
WITH WELDED RIMS THAT ARE COMPARABLE WITH
THE POLE AND TO BE SIZED AND SUPPLIED BY
POLE MANUFACTURER.
J -HOOKS FOR
SUPPORTING
COAX LINES
COVER PLATE WITH HARDWARE
HAND -HOLE RIM T.O.P. F
SCALE: NOT TO SCALE (�_d
2-3/8" OD ANTENNA
MOUNTING PIPE (TYP.)
1/2" DIA. U -BOLTS (TYP.)
GAMMA SECTOR
EMS ANTENNA
SEE DETAIL e
C-4
f
ANTENNA MOUNT PLAN
SCALE: NOT TO SCALE
00
I
N
00
I
LIGHTNING ROD ELEV.: 1071'
ALPHA SECTOR
EMS ANTENNA
SEE DETAIL e
C-4
TRI -BRACKET ANTENNA MOUNT (TYP.)
/MICROFLEX PART #62593
BETA SECTOR
EMS ANTENNA
SEE DETAIL a
C-4
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(Fi720.
ANTENNA MOUNT PROFILE
SCALE: NOT TO SCALE
ANTENNA AND COAXIAL CABLE SCHEDULE
ANTENNA MARK
SECTOR
CABLE
1=XMIT/RCV
2=RCV
ANTENNA
MODEL
COAXIAL
CABLE FEED
LOCATION
ELECTRICAL
DOWN -TILT
MECH.
DOWN -TILT
MECH. D T
BRACKET
TYPE
ZIMUTH
ANTENNA
q HEIGHT
(AGL)
APPROX
CABLE
LENGTH
COAX
CABLE
SIZE
TRX
ANTENNA
CONFIG
COAX CABLE COLOR SCHEME
FIRST RING
SECOND RING
THIRD RING
A-1
A
1
EMS
FR90-16-02DP
CENTER
2'
0'
MTG-D 15-20
0'
100 -0
125 ±
CABLEWAVE
1-1/4"o
TX 0/RX 0
YELLOW
BROWN
WHITE
RM
A
2
EMS
FR90-16-02DP
CENTER
2'
0'
MTG-D15-20
0'
100'-0"
125'±
CABLEWAVE
1-1/4"0
RX 1
YELLOW
WHITE
WHITE
B-1
B
1
EMS
FR90-16-02DP
CENTER
2'
0'
MTG-D15-20
120'
100 -0"
125 ±
CABLEWAVE
1-1 /4"0
TX 0/RX 0
RED
BROWN
WHITE
B
2
FR90 16 02DP
CENTER
2'
0'
MTG-D15-20
120'
100'-0"
125'±
CABLEWAVE
RX 1
RED
WHITE
WHITE
C-1
C
1
EMS„
FR90-16-02DP
CENTER
2'
0'
MTG-D15-20
240'
100'-0”
125'±
CABLEWAVE
1-1/4010
TX 0/RX 0
GREEN
BROWN
WHITE
U)
C
2
EMSCABLEWAVE
FR90-16-02DP
CENTER
2'
0'
MTG-D15-20
240'
100'-0-
125'±
1-1/4010
RX 1
GREEN
WHITE
WHITE
z
GPS
MTG-D15-20
GREY
q OF PROPOSED
SPRINT HAND HOLE
ELEV.: 1015'
RI -SECTOR ADAPTOR KIT
ICROFLECT PART
61865
ANTENNA MOUNTING PIPE
TOWER
Iola :14=:1aIBit] �Y'!:-3•:�=•��:
148' MONOPOLE
SPRINT-INETS & EQUIPiTiENT
PLATFORM ON • BRIDGE• •- • • D• •
ELAVATION 913'
►....
�—i�� •' i!
GRADE !�!�!•'
EXISTING TOWER SPECS
TOWER HEIGHT = 148'±
PROPOESD ANTENNA HEIGHT = 100'±
TOTAL TOWER HEIGHT = 158'±
CO -LOCATION AVAILABILITY = N/A
-H -H
0 0
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77
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TOWER FOUNDATION
MONOPOLE TOWER
SITE ELEVATION E
SCALE: NOT TO SCALE
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
viltm* P.E.A, of Ohio
Cons"/ting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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148' MONOPOLE
SPRINT-INETS & EQUIPiTiENT
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ELAVATION 913'
►....
�—i�� •' i!
GRADE !�!�!•'
EXISTING TOWER SPECS
TOWER HEIGHT = 148'±
PROPOESD ANTENNA HEIGHT = 100'±
TOTAL TOWER HEIGHT = 158'±
CO -LOCATION AVAILABILITY = N/A
-H -H
0 0
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77
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TOWER FOUNDATION
MONOPOLE TOWER
SITE ELEVATION E
SCALE: NOT TO SCALE
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
viltm* P.E.A, of Ohio
Cons"/ting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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CAD FILE:
23-001 C-4
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THE INFORMATION CONTAINED IN THIS
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OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
ANTENNA DETAILS AND
SITE ELEVATIONS
SHEET NUMBER
C .4
ARTICLE 100 - GENERAL PROVISIONS
A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, EQUIPMENT, AND
APPLIANCES REQUIRED TO COMPLETE THE INSTALLATION OF THE COMPLETE
ELECTRICAL SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT
DRAWINGS.
B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INSTALLATION, MATERIAL,
EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF
THE NATIONAL ELECTRICAL CODE (NEC) — APPLICABLE STATE ELECTRIC CODES,
THE NATIONAL ELECTRICAL SAFETY CODE (NESC), AND THE TERMS AND THE
CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION PERTAINING TO THE
WORK REQUIRED. ALL MODIFICATIONS REQUIRED BY THESE CODES, RULES,
REGULATIONS, AND AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT
ADDITIONAL CHARGE TO THE OWNER UNDERWRITER'S LABORATORIES (UL): ALL
MATERIALS, APPLIANCES, EQUIPMENT, OR DEVICES SHALL CONFORM TO THE APPLICABLE
STANDARDS OF UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, OR LISTING BY. UL,
IS REQUIRED.
C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE
SAME MANUFACTURER WHERE NO SPECIFIC MATERIAL, APPARATUS OR APPLIANCE IS
MENTIONED, ANY FIRST—CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE
USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE
APPROVAL OF THE OWNER, MATERIAL AND EQUIPMENT SHALL BE THE STANDARD
PRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH
MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT AND STANDARD DESIGN.
D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION OF THE COMPLETE ELECTRICAL
SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED
PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER
SO AS NOT TO HOLD UP PROGRESS OF THE PROJECT.
E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT AND ALL CIRCUITS
FOR PROPER OPERATING CONDITION AND FREEDOM FROM GROUNDS AND SHORT
CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL EQUIPMENT, APPLIANCES, AND
DEVICES SHALL BE OPERATED UNDER LOAD CONDITIONS.
F. AS—BUILT DRAWINGS: DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE
RECORD OF THE INSTALLATION OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY
DIMENSION. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA
TO BLUE LINE PRINTS OF THE ORIGINAL DRAWINGS.
ARTICLE 350 - RACEWAYS, BOXES AND FITTINGS
A. CONDUITS, ELECTRICAL, METALLIC TUBING (EMT): MILD STEEL, ZINC COATED ON THE
OUTSIDE AND EITHER ZINC COATED OR COATED WITH AN APPROVED CORROSION
RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 INCH ELECTRICAL TRADE SIZE
UNLESS NOTED ON THE DRAWINGS OR SPECIFICALLY APPROVED MINIMUM CONDUIT SIZE
1 INCH EXCEPT WHERE SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. SIZES
NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC.
B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT COUPLINGS AND CONNECTORS
EITHER STEEL OR MALLEABLE IRON ONLY. "CONCRETE TIGHT" OR "RAIN TIGHT" AND
EITHER THE GLAND AND RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE
POINT LOCKING TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING
SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT PERMITTED.
BUSHINGS: INSULATED TYPE, DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT
IMPAIRING THE CONTINUITY OF THE CONDUIT GROUNDING SYSTEM, FOR RIGID STEEL
CONDUIT, IMC AND RIGID ALUMINUM CONDUIT.
C. CONDUIT INSTALLATIONS: CONDUIT SYSTEMS, EMT, OR RIGID NON—METALLIC CONDUIT
UNLESS NOTED. CONDUIT INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN AS
DIRECT LINES AS POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT
RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EXPOSED
CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD ELBOWS, SCREW JOINTED
CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF STANDARD
ELBOWS.
D. CONDUIT SUPPORTS: SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL CONDUITS AND
EMT NOT MORE THAN 8 FEET APART WITH NOT LESS THAN TWO SUPPORTS FOR EACH 10
FOOT STRAIGHT LENGTH AND ONE SUPPORT NEAR EACH ELBOW OR BEND INCLUDING
RUNS ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES,
SWITCHES, FITTINGS, ETC. INSTALL ONE HOLD PIPE STRAPS ON CONDUITS 1 INCH OR
SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH.
SPRING STEEL FASTENERS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU
OF PIPE STRAPS.
ARTICLE 16120 - CONDUCTORS
A. WIRES AND CABLES (600 VOLTS): CONFORM TO THE APPLICABLE UL AND IPCEA
STANDARDS FOR THE USE INTENDED. COPPER CONDUCTORS WITH 600 VOLTS
INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. STRANDED
CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE
DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION
SHALL BE TYPE THHN/THWN INSULATION 75-C FOR ALL CONDUCTORS, OTHERWISE SPECIFIED
OR NOTED ON THE DRAWINGS, COLOR CODING. PHASE, NEUTRAL, AND GROUND
CONDUCTORS COLOR—CODED IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS
OF THE SAME COLOR TO THE SAME PHASE CONDUCTOR, COLOR CODING SHALL BE A—BLACK,
B—RED, N—WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS.
B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 AND SMALLER: 3M SCOTCH—LOK OR
T & B STA—KON COMPRESSION OR INDENT TYPE CONNECTORS WITH INTEGRAL
OR SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER THAN NO. 6
SOLDERLESS, INDENT, HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS, PROPERLY
TAPED OR INSULATED.
C. SPLICES: (480 VOLTS AND UNDER): ; CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM
TERMINATION TO TERMINATION WITHOUT SPLICES UNLESS APPROVED BY THE BUILDING
INSPECTOR.
ARTICLE 240 - CIRCUIT BREAKERS
A. METHOD OF OPERATION—CIRCUIT BREAKERS SHALL BE TRIP FREE AND CAPABLE OF BEING
OPENED BY MANUAL OPERATION. THEIR NORMAL METHOD OF OPERATION BY OTHER THAN MANUAL
MEANS, SUCH AS ELECTRICAL OR PNEUMATIC, SHALL BE PERMITTED IF MEANS FOR MANUAL
OPERATION IS ALSO PROVIDED.
B. INDICATING—CIRCUIT BREAKERS SHALL CLEARLY INDICATE WHETHER THEY ARE IN THE OPEN "OFF"
OR CLOSED "ON" POSITION. WHERE CIRCUIT BREAKER HANDLES ARE OPERATED VERTICALLY
RATHER THAN ROTATIONALLY OR HORIZONTALLY, THE "UP" POSITION OF THE HANDLE SHALL BE
THE "ON" POSITION.
C. NONTAMPERABLE—A CIRCUIT BREAKER SHALL BE OF SUCH DESIGN THAT ANY ALTERATION OF ITS
TRIP POINT (CALIBRATION) OR THE TIME REQUIRED FOR ITS OPERATION WILL REQUIRE
DISMANTLING OF THE DEVICE OR BREAKING OF A SEAL FOR OTHER THAN INTENDED
ADJUSTMENTS.
ARTICLE 250 - GROUNDING
A ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL
ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 780 (1995
EDITION), AND MANUFACTURER.
B IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE
GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC
PANEL IN THE POWER CABINET IS CONSIDERED A SUB—PANEL, THE GROUND WIRE SHALL BE
INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL
ELECTRIC CODE (NFPA-70).
C EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL.
OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE -2 HOLES, LONG
BARREL LUGS OR DOUBLE CRIMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH
ANTI—OXIDANT COPPER SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS. THE MANUFACTURER'S
TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS ARE TO BE
FOLLOWED.
D THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN
FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER
GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO
BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT
AND SHORT AS POSSIBLE. THE ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE
ENTERING THE MINICELL. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE
EQUIPPED WITH ADDITIONAL GROUNDING AT MID—POINT.
E THE MASTER GROUND BUS (MGB) SHALL BE MADE OF BARE 1/4"X4" COPPER (FOR OUTDOOR
APPLICATIONS IT SHALL BE TINNED COPPER) AND LARGE ENOUGH TO ACCOMODATE THE REQUIRED
NUMBER OF GROUND CONNECTIONS. THE HARDWARE SECURING THE MGB SHALL ELECTRICALLY
INSULATE THE MGB FROM ANY STRUCTURE TO WHICH IT IS FASTENED.
F GROUND CONNECTIONS: CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND
LUGS OR CLAMPS. IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO
THE BARE METAL. AFTER THE COATING HAS BEEN REMOVED, APPLY A NON—CORROSIVE
APPROVED COMPOUND TO CLEANED SURFACE AND INSTALL LUGS OR CLAMPS. WHERE
GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH
"GALVAMOX", OR EQUAL.
PROTECTIVE GROUNDING SYSTEM GENERAL NOTES
1. THE BUILDING GROUND LOCATION SHALL BE APPROVED BY THE PROJECT MANAGER.
NOTIFY PROJECT MANAGER OF ANY DIFFICULTIES INSTALLING THE GROUND SYSTEM DUE
TO SITE CONDITIONS.
2. ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS, FRAMES OF EQUIPMENT, AND
WHERE EXPOSED FOR GROUNDING CONDUCTOR TERMINATION SHALL BE PERFORMED
UTILIZING TWO HOLE BOLTED TONGUE COMPRESSIONS TYPE WITH STAINLESS STEEL
SELF—TAPPING SCREWS.
3. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS
AND PVC CONDUITS SHALL BE PVC TYPE (NON CONDUCTIVE). DO NOT USE METAL
BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING AROUND ANY
GROUNDING CONDUCTOR.
4. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH AN ANTI—CORROSIVE AGENT
SUCH AS T&B KOPR SHIELD, "NO—OXY", "NOALOX" OR "PENETROX". VERIFY PRODUCT WITH
PROJECT MANAGER.
5. ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE
STAINLESS STEEL.
6. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM,
AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO
AVOID OBSTRUCTIONS. THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING
CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS.
GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC
CONDUITS, SURFACES, OR EQUIPMENT.
7. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE
BUILDING WALLS AND/OR CEILINGS.
8. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT
GROUND BUS IN THE PANELBOARD.
9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER METALLIC COMPONENTS
WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED
GROUND BARS. CONNECTION DETAILS SHALL FOLLOW
MANUFACTURER'S SPECIFICATIONS FOR GROUNDING.
10. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES.
11. GROUND FIELD TEST PROCEDURE
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE
NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM
TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING
AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE
GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE (5). OHMS. REFER
TO IEEE STANDARD 81-1983, SECTION 8.2.15 FOR INFORMATION REGARDING FALL OF POTENTIAL"
TESTING. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS, THE CONTRACTOR SHALL
BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE
5 OHMS MAXIMUM.
GENERAL NOTES
1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID.
ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCT NS,
THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGH UP
DURING THE BID PERIOD WITH THE ENGINEER FOR CLARIFICATION, NOT AFTER THE CONTRAC
HAS BEEN AWARDED.
2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMA E
AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH—IN.
3.
THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND RO
TING
IN23XCO71-J
SHALL BE PER EXISTING FIELD CONDITIONS.
SITE INFORMATION WIRELESS IMPLEMENTATION ENGINEER:
4,
PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC.
SITE NUMBER:
5.
ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10.
NO
RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE
ATC — NORTH CARMEL #92397
TYPE:
SWEEPS FOR ALL CONDUITS 2" OR LARGER.
ION
6,
ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUND I
G
L
BUSHINGS.
7,
ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (#8 AND
YES
LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUC
ITY,
CONTACT: LISA SOHNAITMAN
MINIMUM #12.
PHONE NUMBER:
8.
ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, EQUIPMENT BOXES AND CABIN
S
WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL.
9.
ALL NEW MATERIAL SHALL HAVE A U.L. LABEL.
ELECTRIC
10.
CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID L
ATION TO CONFLICTS.
VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED.
INDIANAPOLIS POWER AND LIGHT
11.
ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN.
12.
INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONSND
(614) 2
NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES
CONTACT:
TBD
PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS.
TBD
13.
THE CONTRACTOR SHALL PREPARE AS—BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AN
EQUIPMENT
PHONE NUMBER:
CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COM
LETION.
14.
ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH EN
RAVED
TBD
LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,
AND
PANEL LOCATIONS FED FROM (NO EXCEPTIONS.)
2 DS1
15.
ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) A
RICANS
WITH DISABILITIES ACT AS ADOPTED BY THE STATE OF OHIO.
16.
PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDIN
DO NOT
ON—SITE
PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES
ND/OR
1 Ph / 3 WIRE
PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL
HICH
SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETR
TIONS SHALL
PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPR
VED FOR THIS
FREQUENCY:
PURPOSE.
SMART JACK
TBD
NOTE: ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE F1 EL
VERIFIED
TBD
WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH—IN OF CO
DUIT AND
WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DAT
FURNISHED
TELCO BOX LOCATION:
ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFO
ATION AT
TRANSFORMER
THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY NOT BE CORRECT AS SH
WN ON THESE
DRAWINGS). LOCATION OF OUTLETS, BOXES, ETC. AND THE TYPE OF CONNECTION (PLUG OR
IRECT) SHALL
ON—SITE
BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH—IN.
*6print Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
v: P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
pil up.
— SK,
UTILITY DESIGN
TABLE
IN23XCO71-J
SITE INFORMATION WIRELESS IMPLEMENTATION ENGINEER:
DAN DAVIS
TVL
SITE NUMBER:
IN23XCO71—J
ASSESSMENT DATE:
DATE:
SITE NAME:
ATC — NORTH CARMEL #92397
TYPE:
CO—LOC
ION
CERTIFIED ADDRESS:
2525 WEST 141ST STREET
PLANS APPROVED BY
L
WESTFIELD, IN 46074
PROPERTY OWNED:
YES
PROPERTY OWNER:
AMERICAN TOWER
CONTACT: LISA SOHNAITMAN
PHONE NUMBER:
(847) 240-1508 EXT. 410
Ime
UTILITY I N FO R MATI O N
ELECTRIC
TELCO
POWER COMPANY:
INDIANAPOLIS POWER AND LIGHT
TELCO COMPANY:
AMERITE
1-800-672-2231
(614) 2
3-5241
CONTACT:
TBD
CONTACT:
TBD
PHONE NUMBER:
TBD
PHONE NUMBER:
TBD
REFERENCE NUMBER:
TBD
REFERENCE NUMBER:
TBD
SERVICE:
SERVICE:
2 DS1
CAPACITY:
200 AMPS
VOLTAGE:
120/240V
POLE NUMBER:
ON—SITE
PHASE/WIRE:
1 Ph / 3 WIRE
DISTANCE TO TELCO:
72'f
OHMS:
1.45
FREQUENCY:
60 Hz
SMART JACK
TBD
LOAD:
TBD
TELCO BOX LOCATION:
H—FRAM
TRANSFORMER
a
/POLE NUMBER:
ON—SITE
DISTANCE TO POWER:
72'f
METER LOCATION:
H—FRAME
of
*6print Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
v: P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
pil up.
— SK,
Iw-
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IN23XCO71-J
DRAWN BY:
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FCHECIKED BY:
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CAD FILE:
23-001 E-1
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THE INFORMATION CONTAINED IN THIS
SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
ELECTRICAL NOTES
SHEET NUMBER
DETAILS PROVIDED BY:
NORTHERN
TECHNOLOGIES, INC.
23123 E. MISSION AVE.
LIBERTY LAKE, WA. 99019
NOTES:
1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS
ARE IN INCHES.
2. DIMENSIONS IN VIEWS ARE SUBMITTED FOR
CUSTOMER APPROVAL.
3. MATERIAL: ALUM ALLOY CONSTRUCTION (0.125 THK)
STAINLESS STEEL HARDWARE USED THROUGHOUT.
4. FINISH: LILLY INDUSTRIES
TGIC POLYESTER POWDER COAT
ULTRA LIGHT GREY.
5. CATALOG DESIGNATION: N2101—WO1
6. NORTEL CIRCUIT BREAKER DESIGNATIIONS:
—CB1 /CB2 100A BTS
—CB3/CB4 NOT USED
—CB5 NOT USED
—CB6 10A FAN
—CB7/CB8 60A AC SURGE PROTECTOR
—CB9/CB10 NOT USED
—CB11 15A TELCO GFI
—CB12 NOT USED
PRIMARY BREAKER ASSEMBLY TRANSFER:
20OA/200A SQ—D MAIN/GENERATOR W/WALKING BEAM
HINGED SERVICE DOOR
GENERATOR RECEPTACLE:
200A APPLETON PART #AR20044RS
A/C SURGE PROTECTION
NTI DMK—BB-4 SERIES
LOAD CENTER:
200A SQ—D, 12 POSITION
1-15A STANDARD
1-15A GFI
DUPLEX
ITEMS PROVIDED WITH PPC
1. TCS—T1 DS (1 EACH)
2. GASKET SET
A. FOAM LOWER
B. FOAM GFI
C. (2) EACH FOAM 3" RING
D. RUBBER BASE GASKET TELCO
E. RUBBER BASE GASKET AC
(DOORS REMOVED)
ISOMETRIC VIEW
SCALE:NOT TO SCALE
ALARM TERMINAL
BLOCK 8 POSITION
MUST BE FIELD WIRED
FROM TVSS DRY CONTACT BOARD
IN AC SECTION
nn
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PROJECT NO:
(CU
1 ,
I�
INSTALLED)
GA
ET
(CU
3TOMER
INSTALLED)
MET
(DOORS & PANEL REMOVED)
FRONT VIEW, AC & TELCO
SCALE:NOT TO SCALE
METER ADAPTER BRACKET (OPTIONAL)
POWER METER, CUSTOMER PROVIDED
ACCOMODATES:
—,M2STD 200A METER ��...�
—M5, 200A TEST BY—PASS METER
BOTTOM VIEW, AC & TELCO
48.250
-11
ISOMETRIC VIEW
SCALE:NOT TO SCALE
21.50
11.00
9.50
20.00
SIDE VIEW, AC & TELCO
SCALE:NOT TO SCALE
—� PLYWOOD
BACKGROUND
02.50
NTI TELCO SURGE PROTECTOR
PART # TCS—T1DS
TELCO D GN BAR
59.13
/ 12 POS, TIN—PLATED
(12) 3/4" SPACING, 5/16" H/W
SCALE:NOT TO SCALE
X1
02.50
20.00
SIDE VIEW, TELCO
SCALE:NOT TO SCALE
AC THERMOSTAT
15V AC COOLING FAN
FILTER ASSEMBLY-`/
TELCO DOOR ASSEMBLY
SCALE:NOT TO SCALE
48.25
24.00 24.00
TOP VIEW, AC & TELCO
SCALE:NOT TO SCALE
59.13
AC CABINET /- TELCO CABINET
101
FRONT VIEW, AC & TELCO
SCALE:NOT TO SCALE
6.25
3.00 8.00 18.00
WALL MOUNT
POSITION
43.00
O O 0
13.00 4 X 02.50
REAR VIEW, AC & TELCO
SCALE:NOT TO SCALE
SECTION A -A
SCALE:NOT TO SCALE
0
0
00
SIDE VIEW, TELCO
SCALE:NOT TO SCALE
GASKET
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PROJECT NO:
(CU
TOMER
INSTALLED)
GA
ET
(CU
3TOMER
INSTALLED)
MET
R ADAPTOR BRACKET
(OP
IONAL)
SASSET
ICU
TOMER
INSTALLED)
GA
ET
(CU
TOMER
INSTALLED)
GAS
ET
(CU
TOMER
INSTALLED)
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02.50
'--- 02.50
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SIDE VIEW, AC & TELCO
SCALE:NOT TO SCALE
ISOMETRIC VIEW
SCALE:NOT TO SCALE
A Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
jq-
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
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Fax: 614/760-8323
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BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
PPC CABINET
DETAILS
SHEET NUMBER
E-2
DETAILS PROVIDED BY:
NORTHERN
TECHNOLOGIES, INC.
23123 E. MISSION AVE.
LIBERTY LAKE, WA. 99019
METER WIRING ENTRANCE
(SEE REFERENCE 1)
GENERATOR
RECEPTACLE
*2B
SERVICE DISCONNECT
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•
_TIT---
• •
--__
• •
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•
• •
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• •
DESCRIPTION
L1 L2
100A
MBTS1
CB1
1
C134
AC SURGE PROTECTION
60A
100A
2
60A
■!!Mom
NA
3
■
■''
NA
NA
4 10
mj�il
5 11
C136
TELCO GFI
ll
1 O
GREEN
BLACK GGW W R R B B p
WHITE I I I I I I I
b
NEUTRAL
TERMINAL
#6 AWG MAIN
BONDING JUMPER
LOAD CENTER
12 POSITION
200 AMP
W
0
0
I ' GROUNDING ELECTRODE J'
CONDUCTOR TERMINAL
G G G
GFI/STANDARD
RECEPTACLE
120 VOLT, 15 AMP
(FOR TELCO USE)
TO TELCO GND
GROUND ROD
NOT INSTALLED, TO BE
INSTALLED BY LOCAL
CONTRACTOR WHEN
REQUIRED
AC MODULE DETAIL
SCALE: NOT TO SCALE
TO TELCO ALARM
TERMINAL STRIP
(TB 1)
GRAY
GREEN
VIOLET
-TO FAN ASSEMBLY
SURGE ARRESTOR
NTI (#DMK—BB—SERIES)
-REF DETAIL A
CIRCUIT BREAKER DESIGNATIONS
L1 L2
DESCRIPTION
CB DESIG
LC NUMBER
CB DESIG
DESCRIPTION
L1 L2
100A
MBTS1
CB1
1
C134
AC SURGE PROTECTION
60A
100A
2
60A
NA
NA
3
NA
NA
4 10
5 11
C136
TELCO GFI
15A
1 O
FAN
C63
6 12
NA
NA
METER BASE (200 AMP)
(REFERENCE 1)
SECONDARY
(#NTI —1—M 120V48)
PRIMARY
(#NTI-1—S 12OV4)
DETAIL A
(NTI SURGE ARRESTOR)
DRY CONTACT
CIRCUIT BOARD
LED STATUS
INDICATOR
WIRING COLOR LEGEND
Unless Otherwise Noted
CODE
DESCRIPTION
STATUS
B
BLACK
NOT
R
.RED
NOT
W
b -
DRY CONTACT
CIRCUIT BOARD
LED STATUS
INDICATOR
DETAIL B
(FAN ASSEMBLY)
TO NTI SURGE
ARRESTOR IN AC
COMPARTMENT
(DRY CONTACT PWB)
ALARM TERMINAL BLOCK
8 POSITION
MUST INTERFACE WITH
BTS REMOTE MONITORING
SYSTEM (FIELD WIRED)
GRAY
GREEN
VIOLET
REF DETAIL C
° REF DETAIL B
• O -
°
115 AC COOLING FAN
000000000000
000000000000
CHER O ID SEEM
00 00 0C-== o0e0
000000000
000000000000
000000000000
000000oo00om
000000o0e0oo
000000000000
000000000000
00000o0e0oo0
FIELD WIRE TO AC
COMPARTMENT
INSTALL IN CB #3
0 0
O O O
TELCO MODULE DOOR DETAIL
SCALE: NOT TO SCALE
AC THERMOSTAT
GFI/STANDARD RECEPTACLE
120 VOLT, 15 AMP
(FOR TELCO USE)
GROUND BAR
12 POSITION
TO GROUND RING -
DETAIL C
(TB 1)
(TB 1)
P LYWOO D
BACKBOARD
T LCO SURGE PR
WIRING COLOR LEGEND
Unless Otherwise Noted
CODE
DESCRIPTION
STATUS
B
BLACK
NOT
R
.RED
NOT
W
WHITE
NEUTRAL
G
I.GREEN I.GROUND
G
DETAIL B
(FAN ASSEMBLY)
TO NTI SURGE
ARRESTOR IN AC
COMPARTMENT
(DRY CONTACT PWB)
ALARM TERMINAL BLOCK
8 POSITION
MUST INTERFACE WITH
BTS REMOTE MONITORING
SYSTEM (FIELD WIRED)
GRAY
GREEN
VIOLET
REF DETAIL C
° REF DETAIL B
• O -
°
115 AC COOLING FAN
000000000000
000000000000
CHER O ID SEEM
00 00 0C-== o0e0
000000000
000000000000
000000000000
000000oo00om
000000o0e0oo
000000000000
000000000000
00000o0e0oo0
FIELD WIRE TO AC
COMPARTMENT
INSTALL IN CB #3
0 0
O O O
TELCO MODULE DOOR DETAIL
SCALE: NOT TO SCALE
AC THERMOSTAT
GFI/STANDARD RECEPTACLE
120 VOLT, 15 AMP
(FOR TELCO USE)
GROUND BAR
12 POSITION
TO GROUND RING -
DETAIL C
(TB 1)
(TB 1)
P LYWOO D
BACKBOARD
T LCO SURGE PR
TECI
N I (#TCS—T1 DS)
IN23XCO71-J
(CUSTOMER INSTA
LED)
INSTALL AS CLOS
AS
P SSIBLE TO TEL
0
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# AWG WIRE
. ••
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SCALE: NOT TO SCALE E_`
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9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
.' P.E.A, of Ohio
Consu/ting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
PPC ELECTRICAL
DETAILS
SHEET NUMBER
--OHE-OHT OHE-OHT OHE-OHT OHE-OHT
E/P /P
— W. 141TH STREET
16' 16' -E/P E/P
�'- EXISTING 70' X 70' LEASE AREA \ I
1 I
-x xx x x x xx x 11 x x x x x x x I
N 'q4 -----
I
E/T EXISTING FENCE LINE
�--1
EXISTING 12'. . wFUTURE
SWING GATE f- LEASETAREA 16 X 16 I I CABINETS II
FUT RE CABINETS
IL
TELCO SIDE OF PPC GPS ANTENNA PPC CABINET
I v DISCONNECT SWITCH N GPS ANTENNA
POWER SIDE OF PPC CABLE TRAY -
w E
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I E
w E E DISCONNECT
I O 0 SWITCH
o DE RE EBE
GPS ANTENNA
x
CABLE BRIDGE
o SUPPORT POST (TYP.) GPS ANTENNA
x 3' EXISTING NEXTEL
PROPOSED SPRINT 15'-4" X 15'-4" PROPOSED EQUIPMENT SHELTER
x EQUIPMENT PLATFORM CABLE BRIDGE
EXISTING PULL
IBOX/HANDHOLE
PROPOSED POWER METER
PROPOSED TELCO BOX
" w
UTILITY ROUTING DETAIL
EXISTING OMNIPOINT D
TELEPHONE CONTROL BOX SCALE: NOT TO SCALE
x
X
x
NOTE:
CONTRACTOR TO CONTACT PEA OF OHIO (614-760-8320), 3
WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR
SITE LAYOUT BY SURVEYOR.
LEGEND
FISTING UDP
CENTER OF EXISTING 148' MONOPOLE -
EXISTING CELLULAR ONE CABLE BRIDGE
SITE UTILITY PLAN
SCALE: 1' = 5
CONTRACTOR LIABILITIES Jli/1LG. IVVI IV JlA1LG
1 • THE CONTRACTOR SHALL BE LIABLE FOR PROVIDING AND SECURING
ALL REQUIRED PERMITS, LICENSES, INSPECTIONS, APPROVALS, AND
PAYMENT OF ALL FEES.
2. THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
CODES: STATE, LOCAL, AND NATIONAL. ALL THE DESIGN,
PERFORMANCE CHARACTERISTIC METHODS OF CONSTRUCTION OF ALL
ITEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE LATEST
ISSUE OF VARIOUS APPLICABLE STANDARD SPECIFICATIONS OF THE
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EX. PULL BOX/HANDHOLE
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EXISTING FACILITIES
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PROPOSED FACILITIES
Q
METER ON METER/BREAKER UNIT
ASTM
AMERICAN
SOCIETY FOR TESTING MATERIALS
UNDISTURBED
X
FENCE
CIRCUIT BREAKER
STM
STORM LINE
GEN
GENERATOR
E
ELECTRIC LINE
CONDUITS, PULL WIRES, CABLES, PULL BOXES, AND CONCRETE ENCASEMENT OF
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CADWELD TYPE CONNECTION
NEMA
EARTHWORK SPECIFICATION
TELEPHONE LINE
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BACKFILL
G
GROUNDING WIRE
TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL
W
WATER LINE
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POWER POLE
ABBREVIATIONS
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AWG
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BCW
BARE COPPER WIRE
DWG
3" TELEPHONE
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INTERIOR GROUND RING (HALO)
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PCS
PERSONAL COMMUNICATION SYSTEM
MIGB
MASTER ISOLATED GROUND BAR
PPC
POWER PROTECTION CABINET
CIGBE
COAX ISOLATED GROUND BAR EXTERNAL
PRC
PRIMARY RADIO CABINET
BTS
C
BASE TRANSMISSION SYSTEM
RWY
RACEWAY
GEN
GENERATOR
TYP.
TYPICAL
GR
GROWTH
RGS
RIGID GALVANIZED STEEL
SSLP
SPRINT SPECTRUM LIMITED PARTNERSHIP
CONTRACTOR LIABILITIES Jli/1LG. IVVI IV JlA1LG
1 • THE CONTRACTOR SHALL BE LIABLE FOR PROVIDING AND SECURING
ALL REQUIRED PERMITS, LICENSES, INSPECTIONS, APPROVALS, AND
PAYMENT OF ALL FEES.
2. THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
CODES: STATE, LOCAL, AND NATIONAL. ALL THE DESIGN,
PERFORMANCE CHARACTERISTIC METHODS OF CONSTRUCTION OF ALL
ITEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE LATEST
ISSUE OF VARIOUS APPLICABLE STANDARD SPECIFICATIONS OF THE
FOLLOWING RECOGNIZED AUTHORITIES:
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40
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1-800-38 -5544
CALL TOLL REE
1-800-42 -5200
FOR CALLS OUTSID OF INDIANA
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IL
EX. TEL CONTROL BOX E 4
EX. ELEC PANEL
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EX. PULL BOX/HANDHOLE
EX. ICEBRIDGE
BUILDING
NEC
NATIONAL
ELECTRIC CODE
FINISHED GRADE, AC PAVING, OR
B
DRAWN BY:
-e
CONCRETE PAVEMENT; MATCH SLOPE
AMERICAN
NATIONAL STANDARD INSTITUTE
PRELIMINARY INFORMATION ONLY, PROVIDED BY THE UTILITY COMPANIES AND
AND THICKNESS OF EXISTING
EXISTING NEXTEL CABLE BRIDGE
23-001 E-4
TRENCH
ARE FOR BID PURPOSE ONLY.
�-- EXISTING GTE CABLE BRIDGE�Z�,
IEEE
INSTITUTE
OF ELECTRICAL AND ELECTRONIC ENGINEERS
2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT
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UNDISTURBED
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NEMA
EARTHWORK SPECIFICATION
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BACKFILL
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LOCAL UTILITY COMPANY REQUIREMENTS
TYPICAL UTILITY TRENCH
C
CONTRACTOR LIABILITIES Jli/1LG. IVVI IV JlA1LG
1 • THE CONTRACTOR SHALL BE LIABLE FOR PROVIDING AND SECURING
ALL REQUIRED PERMITS, LICENSES, INSPECTIONS, APPROVALS, AND
PAYMENT OF ALL FEES.
2. THE INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
CODES: STATE, LOCAL, AND NATIONAL. ALL THE DESIGN,
PERFORMANCE CHARACTERISTIC METHODS OF CONSTRUCTION OF ALL
ITEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE LATEST
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40
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1-800-38 -5544
CALL TOLL REE
1-800-42 -5200
FOR CALLS OUTSID OF INDIANA
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EX. TEL CONTROL BOX E 4
EX. ELEC PANEL
EX. CONC
EX. FENCE EX. CONC
EX. PULL BOX/HANDHOLE
EX. ICEBRIDGE
BUILDING
NEC
NATIONAL
ELECTRIC CODE
SITE UTILITY GENERAL NOTES: SITE PLAN
1. UTILITY POINTS OF SERVICE AND WORK/MATERIALS SHOWN ARE BASED ON SCALE: 1' = 40'
B
DRAWN BY:
-e
ANSI
AMERICAN
NATIONAL STANDARD INSTITUTE
PRELIMINARY INFORMATION ONLY, PROVIDED BY THE UTILITY COMPANIES AND
CAD FILE:
23-001 E-4
ARE FOR BID PURPOSE ONLY.
IEEE
INSTITUTE
OF ELECTRICAL AND ELECTRONIC ENGINEERS
2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT
ASTM
AMERICAN
SOCIETY FOR TESTING MATERIALS
WORK/MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY PLANS
AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL
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CONDUITS, PULL WIRES, CABLES, PULL BOXES, AND CONCRETE ENCASEMENT OF
NEMA
NATIONAL
ELECTRICAL MANUFACTURING ASSOCIATION
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TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL
UL
UNDERWRITERS
LABORATORY, INC.
REQUIREMENTS IN SCOPE OF WORK.
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
SITE UTILITY
PLAN AND DETAILS
SHEET NUMBER
MECHANICAL
ATTACHMENT
#6 STANDED
INSULATED
GROUND
PLASTIC BUSHINC
REQ'D TO PROTECT
1/2" CABLE.
GSP ANTENNA
SCALE: NOT TO SCALE
HAND RAIL
GPS ANTENNA
FIE—WRAPS TO BE ULTRA
✓IOLET PROTECTED (BLACK)
kND FLUSH CUT (TYP.)
-BOLT (TYP.)
CONDUIT
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E-5
BACK—TO—BACK UNISTRUT
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STANDARD NON—MOGUL BASE
120V/20OW INCANDESCENT WORK
LIGHT WITH PRISMATIC GLASS
REFLECTOR, STANCHION MOUNTING
BRACKET AND WIRE GUARD.
BACK—TO—BACK UNISTRUT CROSS
kAP'AAR9'4?C (TVIG l
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3" PVC TO DISCONNECT SWITCH
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GROUND WIRE IN 1" PVC TO GROUND RING
EXISTING
GRADE
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SEE DETAIL
E-5
STANDARD NON—MOGUL BASE
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LIGHT WITH PRISMATIC GLASS
REFLECTOR, STANCHION MOUNTING
BRACKET AND WIRE GUARD.
BACK—TO—BACK UNISTRUT
SUPPORT POST (TYP.)
DISCONNECT SWITCH —\
HAND RAIL
TOEBOARD
STEEL (2) 3/4"0 �
PLATFORM A325 BOLTS
L3x8x6
SIDE VIEW
PPC CABINET/TELCO & POWER RACK DETAIL B
SCALE: NOT TO SCALE K PX)
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EXISTING UTILITY RACK
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F UNISTRUT SUPPORTS (TYP.)
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EXISTING v EXISTING TELCO
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EXISTING GRADE
�A
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FRONT VIEW
TO GROUND RING
TELCO CABINET SUPPLIED B SPRINT
A1FTACH PPC TO NISTRUT W/
U ISTRUT SPRING NUTS
A/C CABIN SUPPLIED BY SPRINT
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PROJECT NO:
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FRONT VIEW
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NOTE:
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PARTS FOR PANEL
DESIN
MUST BE
GALVANIZED STEEL.
Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
,04 P.E.A. of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
UTILITY DETAILS
SHEET NUMBER
E-5
GROUNDING NOTES
1. GROUND RODS WILL BE 5/8" X 10' COPPER CLAD NOT LESS THAN 10' OR MORE THAN 15' APART AND A
MINIMUM OF 42" BELOW EXISTING GRADE.
2. ALL CONNECTIONS TO THE GROUND RING WILL BE MADE VIA CADWELD PROCESS 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. ALL GROUND LEADS DENOTED BY (*) SHALL BE INSTALLED IN 1/2- SCHEDULE 40 PVC ABOVE GRADE.
6. WHEN EARTH RESISTANCE TESTS INDICATE THAT THE SOIL IS ABOVE MINIMUM ALLOWABLE RESISTANCE, THEN THE
CONTRACTOR SHALL CONTACT TLI (630-893-0198) FOR RESISTIVITY DESIGN IMPROVEMENTS.
7. ALL GROUND CONDUCTORS SHALL BE BARE.
8. ALL BURIED GROUND CONDUCTORS SHALL BE INSTALLED AT 42" BELOW FINISHED GRADE.
9. THE ANTIOXIDATION COMPOUND SHALL BE THOMAS AND BETTS KOPR-SHIELD (TM OF JET INC.) THERE IS NO
EQUIVALENT FOR THIS PRODUCT; NO OTHER COMPOUND WILL BE ACCEPTED. COAT ALL WIRES BEFORE LUGGING.
COAT ALL SURFACES BEFORE CONNECTING. THIS PRODUCT IS AVAILABLE IN SMALL CONTAINERS WITH A BRUSH
ATTACHED TO THE LID FOR EASY APPLICATION.
10. ALL GROUNDING APPLICATION SHALL BE INSTALLED AS STRAIGHT AS PRADICAL WITH MINOR BENDS TO AVOID
OBSTRUCTION. THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8".
11. ALL GROUNDING CONDUCTORS MUST MAINTAIN MINIMAL STACK AND HAVE A CONSTANT DOWNWARD CURRENT
FLOW.
12. CAUTION: AT ALL SITES THE CONTRACTOR MUST VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED AND MEETS
THE NEC ARTICLE 250 REQUIREMENTS AND ACCEPTABLE TO THE LOCAL INSPECTOR/AUTHORITY. NEC ARTICLE
250-84 SPECIFIES GROUND RESISTANCE OF 25 OHMS OR LESS FOR THE GROUNDING SYSTEM. THE PROJECT
REQUIREMENT IS FIVE (5) OHMS.
KEYED GROUNDING NOTES: DENOTED BY HEXAGONS ON PLAN
1. GROUND LEAD TO 2"X12" BUSS ON TELCO/POWER RACK.
2. GROUND RING IS TO BE CONSTRUCTED OF #2 SOLID TINNED COPPER WIRE IN ONE CONTINUOUS PIECE IF
IF POSSIBLE. (NO DEVIATIONS ALLOWED.)
3. #2 AWG GROUND WIRE FOR TELCO/POWER RACK 3" 0 POSTS. (ONE LEAD FOR EACH POST)
4. COPPER CLAD GROUND ROD AS SPECIFIED ABOVE.
5. FENCE GROUNDING - CORNER POSTS ARE TO BE CONNECTED TO THE GROUND RING. CONNECTION TO BE
NOT MORE THAN 12" ABOVE GROUND BUT MUST BE VISIBLE.
6. GATE GROUNDING AT ALL GATE POSTS (METAL CLAMP CONNECTION FROM GROUND RING TO GATE POST AND GATE
MUST BE GROUNDED TO THE GATE POST USING MINIMUM #4/0 PREFABRICATED CABLE).
7. 1 LEAD FOR DEI CABINET. LEAD IS TO BE 4' TO 5' LONG AND COILED NEATLY ON PAD.
8. #2 AWG SOLID TINNED COPPER LEAD TO PPC.
9. CABLE BRIDGE GROUNDING - GROUND SUPPORT POSTS TO GROUND RING AND GROUND ICE BRIDGE TO POST.
10. LIGHTNING ROD GROUND CONNECTED TO GROUND RING USING #4/0 AWG INSULATED STRANDED GROUND WIRE VIA
APPROVED CONNECTOR.
11. #2 SOLID TINNED COPPER WIRE CONNECTED TO GROUND RING AND TO MONOPOLE TOWER GROUNDS LUGS OR TO
THE FENCE BY CADWELDING (3 PLACES).
12. FENCE GROUNDING - FENCE STRINGER/STRETCHER BARS ARE TO BE GROUNDED TO THE CORNER POSTS USING
#2 SOLID TINNED COPPER WIRE. GROUND CONNECTION SHALL BE MADE USING SPRINT APPROVED CLAMP.
13. #2 AWG SOLID TINNED COPPER GROUNDING GPS ANTENNA TO GROUND RING.
14. 5/8" 0 X 10'-0" LONG COPPER CLAD GROUND ROD WITH INSPECTION WELL. TOP OF GROUND ROD MAX. 24" BELOW
GRADE. TYPICAL OF TWO AT OPPOSITE CORNERS.
15. #2 AWG SOLID TINNED COPPER GROUND CONDUCTOR CADWELDED BETWEEN EQUIPMENT SUPPORT FRAME
AND GROUND RING. (TWO LOCATIONS AT OPPOSITE ENDS OF FRAME)
16. #2 AWG SOLID TINNED COPPER FROM MONOPOLE TOWER GROUND BAR TO GROUND RING.
17. #2 AWG SOLID TINNED COPPER GROUNDING COAX CABLES TO MIGB TO GROUND RING.
18. MIGB
GROUNDING LEGEND
®
GROUND ROD WITH ACCESS
8
CHEMICAL GROUND ROD
®
GROUND ROD
Ly
DISCONNECT SWITCH
Q
METER ON METER/BREAKER UNIT
1 -800-4
CIRCUIT BREAKER
GEN
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CAD FILE:
CADWELD TYPE CONNECTION
OUTSI
COMPRESSION TYPE CONNECTION
--
GROUNDING WIRE
SPARE GROUND WIRE
GROUND BAR
EXIT
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EXISTING FENCE ACTUAL GROUNDING CONFIGURATIONS MUST CONFORM T TLI'S SPECIFICATIONS.
EBE CABINET
RE CABINET
DE CABINET
DEI CABINET
TOP OF CABLE TRAY
TOP OF SUPPORT FRAME
EXISTING GRADE
SITE GROUNDING PLAN
SCALE: NOT TO SCALE
D
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DON'T
DIG
BLIND
CALL TWO WORKING DAYS BEFORE YOU DIG
1-800-3E2-5544
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PROJECT NO:
IN23XCO71-J
CALL
TOLL
FREE
1 -800-4
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CAD FILE:
FOR CALLS
OUTSI
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INDIANA
NOTE:
CONTRACTOR TO CONTACT TIERRA LIMI D CORPORATIO (TLI) AT
(630-893-0198), 3 WORKING DAYS II� ADVANCED, FO GROUNDING
RING INSPECTION.
SCALE: NOT TO SCALE
SUPPORT POAND BRACKET
MONOPOLE
CABLE BRIDG
G.C. TO TERM ATE COAX 2'-9"
FROM BTS. B JUMPERS BY
OTHERS. CON ACTOR TO
WEATHERPRO ALL OPENINGS FOR
COAX, GROUN CONDUITS AND
UTILITY COND TS PER
MANUFACTURES REQUIREMENTS
#4 AWG AND (6)-#2 AWG TO MIGB
MIGB
(2)-#2 AWGTO GROUND RING.
EXISTING GRIE
A Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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SEE 8 FOR DETAIL
CADWELD CONNECTION
#2 AWG SOLID TINNED COPPER WIRE
GROUNDING CABLE TRAY TO GROUND RING.
(2)-#2 AWG SOLID TINNED COPPER WIRE TO
GROUND RING.
CABLE - TOWER GROUNDING
SCALE: NOT TO SCALE
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CABLE BRIDG
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WEATHERPRO ALL OPENINGS FOR
COAX, GROUN CONDUITS AND
UTILITY COND TS PER
MANUFACTURES REQUIREMENTS
#4 AWG AND (6)-#2 AWG TO MIGB
MIGB
(2)-#2 AWGTO GROUND RING.
EXISTING GRIE
A Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
f OF
♦d i ^ , ;i� `LL
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PROJECT NO:
IN23XCO71-J
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CHECKED BY:
WES
CAD FILE:
23-001 E-6
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SET OF DOCUMENTS IS PROPRIETARY
BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
5/8"0x10'-0" COPPER CLAD CARMEL #92397
GROUND ROD (MIN 15' APART 2525 WEST 141 ST STREET
AND 42" BEL W FINISHED WESTFIELD, IN 46074
GRADE)
#2 AWG SOLI TINNED COPPER WIRE.
SEE DETAIL FOR PLACEMENT SHEET TITLE
_6 SITE GROUNDING
BOND CABLE RIDGE SUPPORT PLAN AND DETAILS
TO GROUND NG WITH #2
SOLID TINNED COPPER WIRE
MIGB I
SHEET NUMBER
2 -ANDREW SUREGROUND PLUS
-\\
CONDUCTOR FROM EACH CIGBE.
GROUNDING FITS ATTACHED TO EACH
TO
CH ANTE
LUG, TINNED, SOLID, COPPER (THOMAS
DRAWN BY:
ANTENNA COAX CABLE.
4" X 24" X 1/4" THICK
X
x
x \
2 -HOLE, LONG BARREL, COMPRESSION
W/18-8 STAINLESS STEEL BOLTS, NUTS,
TINNED COPPER GROUND
LUG, TINNED, SOLID, COPPER (THOMAS
4" X 12" X 1/4" THICK
E
AND BETTS SERIES OR APPROVED EQUAL)
TINNED COPPER GROUND
BAR,(HARGER TGBI 14412C
II
II II II
—�1
W/18-8 STAINLESS STEEL BOLTS, NUTS,
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OR APPROVED EQUAL).
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OR APPROVED EQUAL).
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MOUNTING BRACKET (TYP.)
O
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MOUNT
#4 AWG,
INSULATED STANDARD
O
COPPER
CONDUCTOR
CONNECTED TO
MIGB AT
TOP
OF TOWER.
3-#4 AWG, INSULATED STANDARD COPPER
-\\
CONDUCTOR FROM EACH CIGBE.
2 -HOLE, LONG BARREL, COMPRESSION
TO
CH ANTE
LUG, TINNED, SOLID, COPPER (THOMAS
DRAWN BY:
AND BETTS SERIES OR APPROVED EQUAL)
4" X 24" X 1/4" THICK
X
x
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CAD FILE:
W/18-8 STAINLESS STEEL BOLTS, NUTS,
TINNED COPPER GROUND
E
WASHERS AND BELLEVILLE WASHERS.
BAR,(HARGER TGBI 14412C
II
II II II
—�1
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OR APPROVED EQUAL).
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TO TOWER.
MIGB LOCATED BOTTOM OF TOWER.
6 -ANDREW SUREGROUND PLUS
GROUNDING FITS ATTACHED TO
EACH ANTENNA COAX CABLE.
SEE DETAIL B
LEULNU
1. 4" X 24" X 1/4" (MIGB) THICK TINNED COPPER GROUND BAR,(4" X 12" X 1/4" (CIGBE)), HARGER
TGBI 14412C OR APPROVED EQUAL.
2. 4" STANDOFF INSULATORS, HARGER LIGHTING PROTECTION, INC. PART.
3. STAINLESS STEEL LOCK WASHERS, HARGER LIGHTING PROTECTION, INC. PART.
4. STAINLESS STEEL FLAT WASHERS, HARGER LIGHTING PROTECTION, INC. PART.
5" STAINLESS STEEL NUT (NUTS MUST FACE OUT), HARGER LIGHTING PROTECTION, INC. PART.
6• 5/8-11 X 1" STAINLESS STEEL HEX HEAD CAP SCREWS, HARGER LIGHTING PROTECTION, INC. PART.
7. WALL MOUNTING BRACKET, HARGER LIGHTING PROTECTION, INC. PART WBKT.
8. TWO HOLE LONG BARREL COMPRESSION LUG, HARGER LIGHTING PROTECTION, INC. PART.
GROUND BAR DETAIL D
SCALE:NOT TO SCALE
CIGBE TO BE LOCATED NEAR
AND BELOW ANTENNAS
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EMS ANTENNA FR90-16-0 DP
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ANDREW J221213, (TYP.)
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00 0
0 0 00
0 0 0 0
0
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#4 AWG BCW (TINNED) TO MIGB AT TOP OF TOWER.
EMS ANTENNAS NOTE:
* CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE
#4 AWG, INSULATED, STRANDED—\ * DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GR UND WIRE
COPPER CONDUCTOR CONNECTED TO DOWN TO GROUND BAR.
MIGB LOCATED BOTTOM OF TOWER. MIGB TO BE LOCATED NEAR
#4 AWG, INSULATED,
STRANDED COPPER
CONDUCTOR TO MIGB
LOCATED BOTTOM OF TOWER.
#4 AWG, INSULATED, (6) -HEAVY DUTY 16MM'COPPER GROUND LEADS.
STRANDED COPPER 2 -HOLE, LONG BARREL, COMPRESSION
CONDUCTOR CONNECTED LUG, TINNED, SOLID, COPPER (THOMAS
FROM MIGB AT TOP OF AND BETTS SERIES OR APPROVED EQUAL)
TOWER. W/18-8 STAINLESS STEEL BOLTS, NUTS,
—1-�
-\\
ANTENNA MOUNT
SEE DETAIL 7
-\-
COAX CABLES
CONNECTION OF GROUND WIRES
GROUNDING BAR CIGBE AT EA
SCALE:NOT TO SCALE
TO
CH ANTE
NA C
DRAWN BY:
E-7
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LOCATED BOTTOM OF TOWER.
4" INSULATED
STANDOFF (TYP.) MIGB TO BE LOCATED NEAR
BASE OF MONOPOLE A
SEE DETAIL
4" X 24" X 1/4" THICK
TINNED COPPER GROUND
BAR,(HARGER TGBI 14412C
OR APPROVED EQUAL).
.,.,.. .....� FROM MIGB
CONNECTED TO GROUND RING.
GROUND BAR CONNECTION \A\
SCALE:NOT TO SCALE
GRADE
MONOPOLE
#2 AWG TINNED COPPER
WIRE FROM MIGB
CONNECTED TO GROUND
RING.
#2 AWG TINNED COPPER WIRE CADWELDED TO
MONOPOLE BASE TO GROUND RING OR APPROVED
MANUFACTURERS GROUNDING ATTACHMENT.
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MONOPOLE GROUNDING PROFILE \BN�
SCALE:NOT TO SCALE
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NOTE:
GROUND ROD TO BEA MINIMUM OF 42" BELOW
GRADE AND BE A MINIMUM OF 15' APA
GROUND ROD
SCALE:NOT TO SCALE
-+Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
�1= P.E.A, of Ohio
consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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THE INFORMATION CONTAINED IN THIS
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BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
NEUTRAL
TERMINAL
#6 AWG MAIN
BONDING JUMPER
POWER SIDE
GROUNDING ELECTRODE
CONDUCTOR TERMINAL
TELCO SIDE
' _ o0 00 000 0
-- (_— • o0 00 000 0•
I
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CONNECT TO CONNECT TO
GROUND RING GROUND RING
PPC GROUNDING
SCALE:NOT TO SCALE
2 -HOLE, LONG BARREL, COMPRESSION
LUG, TINNED, SOLID, COPPER (THOMAS
AND BETTS SERIES OR APPROVED EQUAL)
W/18-8 STAINLESS STELL BOLTS, NUTS,
WASHERS AND BELLEVILLE WASHERS.
TELCO SURGE PROTECTOR
BURNDY CONNECTIONS
OR APPROVED EQUAL
OR APPROVED EQUAL
NTI (#TCS -T1 DS)
DRAWN BY:
PARALLEL HORIZONTAL CONDUCTORS
(CUSTOMER INSTALLED)
"C" CONNECTOR
PARALLEL THROUGH CONNECTION
OF HORIZONTAL CABLES
INSTALL AS CLOSE AS
ANTENNA
ANTENNA
ANTENNA
POSSIBLE TO TELCO
ALPHA
BETA
GAMMA
GROUND BAR UTILIZING
VERTICAL STEEL SURFACE
CABLE DOWN AT 45' TO VERTICAL
BOND JUMPER
FIELD FABRICATED
THROUGH CABLE TO TOP
#8 AWG WIRE
ANTENNA COAX
ANTENNA COAX
ANTENNA COAX
TYPE VS
GND KIT
GND KIT
GND KIT
GROUND BAR
CABLE
CABLE
CABLE
12 POSITION
CABLE DOWN AT 45' TO RANGE
TWO HOLE - LONG BARREL LENGTH
CABLES
#6 AWG
TYPE SS
TYPE VS
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PROVIDE NO -OX COUMPOUND ON SURFACE
BETWEEN LUG AND BUS BAR ONLY
TYPICAL LUG CONNECTION
SCALE:NOT TO SCALE
^'MIDGE
HANNEL
TYP. #2 TINNED /
GROUNDING STRAP
TYPICAL GROUNDING JUMPER DETAIL
SCALE:NOT TO SCALE
12"
18" MIN. - 36" MAX.
18" DEEP TRENCH OR
TO ROCK OR TO 8"
BELOW FROST LINE.
#2 AWG TINNED BCW CABLE.
GROUND RING DETAIL
SCALE: NOT TO SCALE
M I G B
TOP OF TOWER
METALLIC TOWER LEG
UTILIZED AS CONDUCTOR
TO TOWER BASE
#4 AWG (TINNED)
GPS
GPS
DEI
SLOTTED COVER
FINISHED GRADE
TINNED COPPER
BUSS
LIGHTING #2 AWG
ROD (TINNED)
— — TOWER
NOTES 1 & 2
MIGB #2 AWG
— — — (TINNED)
BASE OF TOWER
#2 BCW
EQUIPMENT CABLE (TINNED) -
MIGB PLATFORM BRIDGE GROUND RODS
(TYPICAL)
NOTES:
1. RING GROUND FOR EQUIPMENT.
2. FOR GROUNDING CONNECTION & DETAILS SEE LAYOUT DESIGN
SCHEMATIC DIAGRAM GROUNDING SYSTEM
SCALE:NOT TO SCALE
CADWELD CONNECTIONS
BURNDY CONNECTIONS
OR APPROVED EQUAL
OR APPROVED EQUAL
DRAWN BY:
PARALLEL HORIZONTAL CONDUCTORS
HORIZONTAL STEEL SURFACE
TO FLAT STEEL SURFACE
"C" CONNECTOR
PARALLEL THROUGH CONNECTION
OF HORIZONTAL CABLES
OR HORIZONTAL PIPE
HYPRESS
TYPE PT
TYPE HS
TYPE YGHC
-�
0 0
o 0
THROUGH CABLE TO GROUND ROD
VERTICAL STEEL SURFACE
CABLE DOWN AT 45' TO VERTICAL
BOND JUMPER
FIELD FABRICATED
THROUGH CABLE TO TOP
OF GROUND ROD
STEEL SURFACE INCLUDING PIPE
GREEN STRANDED INSULATED
TYPE GT
TYPE VS
TYPE 2-YA-2
Co
Co
HORIZONTAL SPLICE
VERTICAL PIPE
COPPER LUGS
SPLICE OF HORIZONTAL
CABLE DOWN AT 45' TO RANGE
TWO HOLE - LONG BARREL LENGTH
CABLES
OF VERTICAL PIPES
TYPE SS
TYPE VS
TYPE YA-2
EXOTHERMIC GROUNDING CONDUCTOR CONNECTION
SCALE:NOT TO SCALE
UL NAME PLATE
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\/j \ CABLE TO R D CADWELD
GROUND RO COPPERWELD
5/8" X 10' ONG
GROUND RING CLEAN SAN FILL
#2 SOLID THINNED
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CONCRETE R PVC INSPECTION
HAND HOLE.
GROUND INSPECTION WELL H
SCALE: NOT TO SCALE -1
�Sprint Spectrum, L.P.
9801 W. HIGGINS ROAD, SUITE 220
ROSEMONT, IL 60018
Tel: 847/384-3017
Fax: 847/384-3061
P.E.A, of Ohio
Consulting Engineers
5980-1 Wilcox Place
Dublin, Ohio 43016
Tel: 614/760-8320
Fax: 614/760-8323
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BY NATURE. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO
SPRINTCOM, INC. IS STRICTLY
PROHIBITED.
SITE
CODE: IN23XCO71-J
ATC - NORTH
CARMEL #92397
2525 WEST 141 ST STREET
WESTFIELD, IN 46074
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
0)
a
d
CL W10x26 a
& BTS
0)
I
Is
N
a
1/2" SCH. 40 GALV.
PIPE HANDRAIL (TYP)
15'-4"
CABINET LAYOUT & HANDRAIL PLAN
SCALE: 3/8" = l'
4'-8" 4'-8" 4'-8"
W 10x26 19
0)
o
U)
ICATED AND
ER
CTED ACCORDING TO
ALL A325 BOLTS ARE TO BE INSTALLE
THE LATEST AISC - ASD "SPECIFICATIO
Q,
DE
IGN, FABRICATION,
/
W10x26
W10x26 /
FOR BUILDINGS."
N
ER MINIMUM U
2. STRUCTURAL SHAPES AND PLATES SHALL
CONFORM
x
STM A-36
kD
-1
W10x26
(FY = 36 KSI), UNLESS OTHERWISE N
O
TU
ES SHALL
t-
N
x
O
t-
H
-1
/ W10x26 /
TEEL PIPES SHALL
0)
CONFORM TO ASTM A-53 GRADE B TYPE
E ORS
FY
= 35 KSI)
L
ERICAN WELDING
OCIETY - LATEST EDITION.
9.
W10x26
0)
I
N
1'-6" 12'-0" 1'-6"
1'-6"
12'-0"
PLATFORM FRAMING PLAN
�
SCALE: 3/8" = 1'
7" MAX. 1 1/2" SCH. 40 3 ® 10" = 2'-6"
GALV. PIPE (TYP) 1'-9 1/2"
STAIR TREAD
10 5/16x2'-6" 1/4
1" B. B WITH-\\ P
ABRASIVE NOSING 9�3/�16TY
TOP OF
PLATFORM (2) 3/4"0 A325 BOLTS
GRATING
1'-6"
DETAILS AND PLANS PROVIDED BY:
AEC ENGINEERING
MINNEAPOLIS, MINNESOTA
RICHMOND, VIRGINIA
STRUCTURAL NOTES:
1. ALL STRUCTURAL STEEL SHALL BE FAB
ICATED AND
ER
CTED ACCORDING TO
ALL A325 BOLTS ARE TO BE INSTALLE
THE LATEST AISC - ASD "SPECIFICATIO
S FOR THE
DE
IGN, FABRICATION,
/
W10x26
W10x26 /
FOR BUILDINGS."
ALL FIELD BOLTS SHALL BE 3/4" DIAM
ER MINIMUM U
2. STRUCTURAL SHAPES AND PLATES SHALL
CONFORM
TO
STM A-36
kD
-1
W10x26
(FY = 36 KSI), UNLESS OTHERWISE N
IF
TU
ES SHALL
CONFORM TO ASTM A-500, GRADE B
N
x
O
t-
H
-1
/ W10x26 /
TEEL PIPES SHALL
TRUCTURAL STE
CONFORM TO ASTM A-53 GRADE B TYPE
E ORS
FY
= 35 KSI)
STRUCTURAL WELDING CODE - STEEL BY A
ERICAN WELDING
OCIETY - LATEST EDITION.
9.
W10x26
AND OPENINGS.
Q
_
FB 1/4x4
10.
FIELD CUT GRATING TO PROVIDE 1/2"
LEAR OPENING
ROUND CONDUIT FROM
Lo
C1005.
15.3
1 /2"0 A325 BOLTS
1'-6"
12'-0"
PLATFORM FRAMING PLAN
�
SCALE: 3/8" = 1'
7" MAX. 1 1/2" SCH. 40 3 ® 10" = 2'-6"
GALV. PIPE (TYP) 1'-9 1/2"
STAIR TREAD
10 5/16x2'-6" 1/4
1" B. B WITH-\\ P
ABRASIVE NOSING 9�3/�16TY
TOP OF
PLATFORM (2) 3/4"0 A325 BOLTS
GRATING
1'-6"
DETAILS AND PLANS PROVIDED BY:
AEC ENGINEERING
MINNEAPOLIS, MINNESOTA
RICHMOND, VIRGINIA
STRUCTURAL NOTES:
1. ALL STRUCTURAL STEEL SHALL BE FAB
ICATED AND
ER
CTED ACCORDING TO
ALL A325 BOLTS ARE TO BE INSTALLE
THE LATEST AISC - ASD "SPECIFICATIO
S FOR THE
DE
IGN, FABRICATION,
USING ASTM
AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS."
ALL FIELD BOLTS SHALL BE 3/4" DIAM
ER MINIMUM U
2. STRUCTURAL SHAPES AND PLATES SHALL
CONFORM
TO
STM A-36
STM B695.
(FY = 36 KSI), UNLESS OTHERWISE N
TED. STEEL
TU
ES SHALL
CONFORM TO ASTM A-500, GRADE B
FY = 46 KSI).
TEEL PIPES SHALL
TRUCTURAL STE
CONFORM TO ASTM A-53 GRADE B TYPE
E ORS
FY
= 35 KSI)
STRUCTURAL WELDING CODE - STEEL BY A
3. ASTM A325 BOLTS SHALL BE USED FO
ALL BOLTED C
NNECTIONS U.N.O.
TO ASTM A307 U.N.O.
ALL A325 BOLTS ARE TO BE INSTALLE
IN ACCORDANC
WITH THE LATEST
SPOIL THREAD
"SPECIFICATION FOR STRUCTURAL JOINT3
USING ASTM
25 OR A490 BOLTS".
PROVIDE TEMPORARY BRACING AS REQUIRED
ALL FIELD BOLTS SHALL BE 3/4" DIAM
ER MINIMUM U
N.O. ALL BOLTS
7.
ARE GALVANIZED IN ACCORDANCE WITH
ASTM A153 OR
STM B695.
CHECK WITH OTHER
MBEDDED ITEMS THAT
4. ALL WELDED CONNECTIONS SHALL BE WELDED
IN ACCOR
ANCE WITH THE LATEST
AWS SPECIFICATION FOR E70XX ELECTRODES.
ALL WE
ING SHALL BE
TRUCTURAL STE
DONE BY WELDERS QUALIFIED IN ACCORDANCE
WITH TH
REQUIREMENTS OF
STEEL HOLD DOWN CLIPS INSTALLED PE
STRUCTURAL WELDING CODE - STEEL BY A
ERICAN WELDING
OCIETY - LATEST EDITION.
9.
5.
ALL ANCHOR BOLTS SHALL BE GALVANIZED
AND CONFOR
TO ASTM A307 U.N.O.
STAIR PROFILE D HANDRAIL CONNECTION
PROJECT NO: IN23XCO71-J
AND DOUBLE -NUT, TACK WELD NUT, OR
SPOIL THREAD
OF ANCHOR BOLT.
DRAWN BY: TVL
6.
PROVIDE TEMPORARY BRACING AS REQUIRED
DURING E
CTION.
I
7.
ALL GRATING SHALL BE 1" X 3/16" WI
H BEARING BA
AT 1 3/16" O.C.
CHECK WITH OTHER
MBEDDED ITEMS THAT
GALVANIZE GRATING AFTER FABRICATION
- - °
8.
ALL GRATING SHALL BE FASTENED TO
TRUCTURAL STE
L WITH GALVANIZED
STEEL HOLD DOWN CLIPS INSTALLED PE
MANUFACTURE
S RECOMMENDATIONS.
(2) 3/4"0 A325 BOLTS
9.
PROVIDE BANDING AT ALL FREE EDGES
AND OPENINGS.
Q
_
FB 1/4x4
10.
FIELD CUT GRATING TO PROVIDE 1/2"
LEAR OPENING
ROUND CONDUIT FROM
Lo
C1005.
15.3
1 /2"0 A325 BOLTS
BOTTOM OF EQUIPMENT. CUT A MAXIMUM 0
FOUR BEARING
ARS PER PENETRATION.
TOEBOARD (TYP)
11.
ALL HOLES MADE IN THE FIELD MUST 13E
DRILLED. NO
URNING OF HOLES
WILL BE PERMITTED.
12. ALL STEEL CONSTRUCTION SHALL BE F
GALVANIZED IN ACCORDANCE WITH ASTIV
13. TOUCH UP FIELD WELDS AND ALL DAMAGED
PAINT PER PROJECT SPECIFICATIONS.
14. SEE DRAWING SITE PLAN FOR LOCATION AND
15. TOP OF CONCRETE PIER ELEVATION SHALL
PLATFORM WILL BE INSTALLED LEVEL.
16. THE ELEVATION OF THE EQUIPMENT P
ON THE EXISTING SITE. THE ELEVATION
ABOVE FINISH GRADE SHALL NOT EXCE
BRICATED AND
A123.
GALVANIZED
ORIENTATION OF
BE SUCH TH
FORM ABOVE G
OF THE TOP OF
D 4'-0".
EN HOT DIP
OATING WITH ZINC -RICH
STEEL EQUIPMENT PLATFORM.
T THE EQUIPMENT
ADE WILL VARY BASED
THE PLATFORM GRATING
STAIR PROFILE D HANDRAIL CONNECTION
PROJECT NO: IN23XCO71-J
1 1/2"0 SCH 40
5. HOLD 1 " (+/-) DEVIATION ON DRILLED
PIER LOCATION.
DRAWN BY: TVL
6. ALL CONCRETE FORMWORK SHALL BE IN ACCORDANCE VITH
ACI 347-88.
W10x26
FCHECKED BY: WES
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CAD FILE: 23-001 S-1
ON THE DRAWINGS. THE CONCRETE CONTRACTOR SHAL
TRADES TO MAKE SURE THE SLEEVES OPENINGS AND
CHECK WITH OTHER
MBEDDED ITEMS THAT
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FOUNDATION EXCAVATION:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING NDERGROUND UTILITIES
AND FIELD MEASUREMENTS AT JOB SIT AND REPORT A Y DISCREPANCIES TO
ENGINEER BEFORE PROCEEDING WITH W RK.
2 DUE CARE SHALL BE EXERCISED ""KIN EXCAVATION S CH THAT EXISTING
PL 3/8x2 1/2x8" UTILITIES ARE NOT DAMAGED. ANY BROKEN OR DAMAG UTILITIES SHALL
BE REPAIRED OR REPLACED BY THE C NTRACTOR.
L 3x3x3/8" 8" LG
4. CONCRETE DRILLED PIERS SHALL BE IN" 3TALLED ON VER A A
a 3"
3" DEEP COMPACTED AGGREGATE
SURFACING OVER GROUND STABILAZATION CLR.
FABRIC, UNDER AND AROUND PLATFORM.
a
- 6'-0" MINIMUM PIER
COMPACTED BACKFILL AS REQ'D. (TYP) 2'-6"0
EMBEDMENT BELOW #3 HOOPS ® 12 O.0 HORZ. PIER (TYP)
FINISH GRADE (TYP)
NOTE:
EQUIPMENT PLATFORM STAIRS ARE NOT SHOWN FOR CLAIRITY
HANDRAIL ELEVATION C
SCALE: 3/8" = l'
W10x26
5/8"0 HILTI KWIK BOLT 1 /2"0 A325 BOLTS L3x3x3/8" ARE TO BE PROVIDED AND )LI BY THEM ARE IN' PLACE PRIOR TO PLACING
W/4" MIN. EMBEDMENT (TYP) PL 3/8 CLIP (TYP)
3" LONG OF CONCRETE IN THE AREA INVOLVED.
1 " PL 3/8x3x3" 8. REBAR SPLICES SHALL COMPLY WITH THE LATEST EDITIO OF ACI 318 W/
STAIR TREAD 10 5/16" MIN. OF 42 BAR DIAMETERS.
a X 2'-6" 1 " 8.8 WITH 9. ALL EXPOSED CONCRETE EDGES SHALL HAVE A 1" X 4 CHAMFER.
as � Dh W10x26 I ABRASIVE NOSING
°° - W10x26 10. COLD WEATHER CONCRETE: COLD WEATHER CONCRETE S ALL COMPLY WITH
a ° ACI 306. THE TEMPERATURE OF CONCRETE AT THE TIM OF MIXING SHALL
BE NOT LESS THAN INDICATED IN THE FOLLOWING TABL FOR CORRESPONDING
2'-6"0 CONCRETE OUTDOOR TEMPERATURE EXISTING AT TH, E TIME OF PLAC MENT.
a PIER (TYP) (2) 3/4"0
a A325 BOLTS OUTDOOR TEMPERATURE CONCRETE TEMPERATU E
a . Q a . BELOW 30'F 70*F
1 /4 PL 3/8x2 1/2x8" BETWEEN 30'F AND 457 60*F SHEET TITLE
FLABNGESB(TTYHP) WITH (2) 3/4"0 ABOVE 45'F 45'F PLATFORM PLAN
1 /4 BOLTS
a ° a a 11. WHEN DEPOSITED, THE TEMPERATURE OF HEATED CONCRETE S ALL NOT BE OVER 80•F, AND DETAILS
a a
II (2) 3/4"0 A325 BOLTS 12. WHEN FREEZING TEMPERATURES MAY B EXPECTED DUR G CURING PERIODS,
STEEL BEAM CONNECTION F
SUITABLE MEANS SHALL BE PROVIDED R MAINTAINING HE CONCRETE AT
TEMPERATURES OF NOT LESS THAN 50• FOR 5 DAYS 70'F FOR 3 DAYS
SCALE: 3/4" = 1' AFTER THE CONCRETE IS PLACED. CONCRETE AND ADJ CENT FORM SURFACES
TYPICAL PIER SECTION H S-1 STAIR PLAN E NOTSHALL
BEPERMITT PERMITTED. AT ALL TIMES. SUDDEN COOLIN OF CONCRETE WILL
SCALE: 3/4" = 1' �_1
A325 BOLTS 4. REINFORCING STEEL TO BE NEW DEFORMED, ASTM A-61 GRADE W.
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0
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STAIR PROFILE D HANDRAIL CONNECTION
G
1 1/2"0 SCH 40
5. HOLD 1 " (+/-) DEVIATION ON DRILLED
PIER LOCATION.
S_1
6. ALL CONCRETE FORMWORK SHALL BE IN ACCORDANCE VITH
ACI 347-88.
W10x26
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GALV. PIPE (TYP)
ON THE DRAWINGS. THE CONCRETE CONTRACTOR SHAL
TRADES TO MAKE SURE THE SLEEVES OPENINGS AND
CHECK WITH OTHER
MBEDDED ITEMS THAT
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(2) 3/4"0 A325 BOLTS
=
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REINFORCED CONCRETE:
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15.3
1 /2"0 A325 BOLTS
3/16 Com-
®
L3x3x3/8" �t WWF 6x6x10 GA.
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TOEBOARD (TYP)
1. BUILDING CODE REQUIREMENTS FOR REINFORCED
CONC
E
Lu
(ACI 318-95) SHALL GOVERN.
`-
FINISH GRADE
3/16
3"
LONG
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2. ALL CONCRETE SHALL HAVE A MINIMUM
OF 28 -DAY COMPRESSIVE
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STRENGTH OF 4,000 PSI.
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3. REBARS SHALL BE DETAILED AND FABRICATED
AS PER
NUAL OF
1/2"0 HILTI
KWIK BOLT -
STANDARD PRACTICE (ACI 315). ALL REBAR
SHALL BE
LACED AT EQUAL
W/2 1/4"
MIN EMBEDMENT
L3x3x6
a
SPACING U.N.O.
3'-0"x3'-0 CONCRETE
(2) 3/4"0
A325 BOLTS 4. REINFORCING STEEL TO BE NEW DEFORMED, ASTM A-61 GRADE W.
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STAIR PROFILE D HANDRAIL CONNECTION
G
5 SPECIFICATIONS.CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE
ITH THE PROJECT
SCALE: 3/4" = 1' S-1 SCALE: 3/4" = 1'
S_1
6. ALL CONCRETE FORMWORK SHALL BE IN ACCORDANCE VITH
ACI 347-88.
7. LOCATE ALL SLEEVES, OPENINGS, AND RMBEDDED ITEMS
ETC., AS INDICATED
W10x26
ON THE DRAWINGS. THE CONCRETE CONTRACTOR SHAL
TRADES TO MAKE SURE THE SLEEVES OPENINGS AND
CHECK WITH OTHER
MBEDDED ITEMS THAT
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