HomeMy WebLinkAboutApplication--
CITY OF CARMEL -CLAY TOWNSHIP
HAMILTON COUNTY, INDIANA
Fee $1,487.00 plus $119.00 per acre
f)1~` .~~
DOCKET NO. t~fD~DOO~~ ~ ~~ DATE RECEIVED:
~9
1) Applicant: Verizon Wireless. by Clark Quinn Moses Scott & Grahn Y.~ mow-
Address:
2) Project Name: 116'h & Westfield Cell Site Phone & Fax: 317-637-1321 & 317-663-2344
Engineer/Architect: Magtech Ser. Inc.. 1715 Magnavox Wv Ft Wavne IN 46804 Tel: 260-436-2668
Attorney: Robert V. Clutter. One Indiana Square Indianapolis IN 46204 Phone: 317-637-1321
Contact Person: Elizabeth Bentz Williams. AICP Phone: 317-637-1321
Email: ebwC~3clarkcuinnlaw.com Fax: 317-687-2344
3) Applicant's Status: (Check the appropriate response)
(a) The applicant's name is on the deed to the property
(b) The applicant is the contract purchaser of the property
x (c) Other: Applicant will be a co-locator with a lease
4) If Item 3) (c) is checked, please complete the following:
Owner of the property involved: Woodland Shoppes
Owner's address: 1776 E. 116'h Street. Carmel IN 46032 Phone: 317-844-1340
5) Record of Ownership
Deed book No./Instrument No. 269
Page: 480-481 Purchase Date: September 20. 1973
6) Common address of the property involved: 1776 E. 116'" Street. Carmel Indiana 46032
Legal description: See Attached
Tax Map Parcel No.: 16-10-31-00-00-031.000 and 16-10-31-00-00-033.000
7) State explanation of requested Special Exception: The subject property is zoned B-3 and im rp oved
with an existing wireless communication facility The requested special exception will permit
Verizon Wireless to co-locate at the site and is necessary to construct the 30 x I1 5 foot eq~ment
shelter.
8) State reasons supporting the Special Exception: (Additionally, complete the attached question sheet
entitled "Findings of Fact-Special Exception").
The Special Exception is necessary because the proposed eouipment shelter expands the previously
approved area for the existing tower and eouipment area
Land Use Consultant
One Indiana Square, Suite 2200
Indianapolis. Indiana 46204-2011
ph (317) 637-1321
(x (317) 667-2344
ebw@clarkquinnlaw tom
www. c l a rkq u i n n l aw. t o m
ELIZABETH BENTZ WILLIAMS, AICP
9) Present zoning of the property (give exact classification): Commercial - B-3
10) Present use of the property: Existing wireless communication facility and equipment and retail use
11) Size of IoUparcel in question: parent tract: Approx. 6.7 ac.• lease area 1 440 s f access esmt.~ 565 s f
12) Describe the proposed use of the property: Co-location of Verizon Wireless on existing tower and new
equipment shelter
13) Is the property:
14) Are there any restrictions, laws, covenants, variances, special uses, or appeals filed in connection with
this property that would relate or affect its use for the specific purpose of this application? If yes, give date and
docket number, decision rendered and pertinent explanation.
15) Has work for which this application is being filed already started? No If answer is yes, give details:
Building Permit Number:
Builder:
Owner occupied
Renter occupied
Other
16) If proposed special exception is granted, when will the work commence? Within 30 davs
17) If the proposed special exception is granted, who will operate and/or use the proposed improvement for
which this application has been filed? Verizon Wireless
NOTE:
LEGAL NOTICE shall be published in the Indianapolis Star a MANDATORY twenty-five (25) days
prior to the public hearing date. The certified "Proof of Publication" affidavit for the newspaper must be
available for inspection the night of the hearing.
LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY, two methods of
notice are recommended:
1) CERTIFIED MAIL -RETURN RECEIPT REQUESTED sent to adjoining property owners. (The
white receipt should be stamped by the Post Office at least twenty-five (25) days prior to the public
hearing date.)
2) HAND DELIVERED to adjoining and abutting property owners (A receipt signed by the adjoining
and abutting property owner acknowledging the twenty-five (25) day notice should be kept for
verification that the notice was completed)
REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILITY OF THE APPLICANT.
AGAIN, THIS TASK MUST BE COMPLETED AT LEAST TWENTY-FIVE (25) DAYS PRIOR TO PUBLIC
HEARING DATE.
The applicant understands that docket numbers will not be assigned until all suppgrting information has been
submitted to the Deoartment gf Community Services.
CARMEUCLAY BOARD OF ZONING APPEALS
CARMEL, INDIANA
Docket No.:
Petitioner:
FINDINGS OF FACT -SPECIAL EXCEPTION
1. The approval will not be injurious to the public health, safety, morals, and general welfare of the community, in relation to
Ordinance, Section 21.3 (1-26) concerning the special exception because: The use is permitted with the grant of a Sos
2. The use and value of the area adjacent to the premises under consideration will not be affected in a substantially adverse
manner because: The area is developed commercially and the location is awav from the street frontages The existing
monopole has an antenna array located at the too of the 90 foot structure Verizon's antenna addition would be located at a
height of eighty feet.
3. The need for the special exception arises from the applicant's responsibility to provide public utility service, and not from any
condition peculiar to the premises under consideration because: Verizon Wireless provides state of the art equipment
provide appropriate service.
4. It will constitute an unnecessary hardship for the applicant if the special exception is denied, in that there are no existing or
approved towers or other structures in the vicinity of the premises under consideration which would be suitable for the collation
of the equipment that the applicant needs to locate in such vicinity, having regard to the following factors
(a) Whether the needed equipment would exceed the structural capacity of such existing or approved towers or
structures, as documents by a qualified professional engineer, and whether such towers or structures could
be reinforced, modified, or replaced to accommodate the needed or equivalent equipment at a reasonable
cost
(b) Whether the needed equipment would cause interference materially impacting the usability of existing or
planned equipment at such existing or approved towers or structures, as documented by a qualified
professional engineer, and whether such interference could be prevented at a reasonable cost
(Please attach appropriate statements); Because the reguestfacilitates a co-location.
5. The approval of the special exception does not interfere substantially with the Comprehensive Plan, in that there are no
alternative sites suitable (having regard to the factors listed above in item 4 for the equipment that the applicant needs to
locate in the vicinity which are located either in Business, Industrial, or Manufacturing Districts, or on property outside of the
jurisdiction or otherwise exempt from the requirements and procedures of the Zoning Ordinance because: The site is zoned
DECISION
Yes No: The Board has reviewed the requirements of Ordinance, Section 21.04.02 as they relate to this Special
Exception, and does not find that those criteria prevent the granting of the Special Exception.
IT IS THEREFORE the decision of the Carmel/Clay Board of Zoning Appeals that Special Exception Docket Number
is granted, subject to any conditions stated in the minutes of this Board, which are incorporated
herein by
reference and made a part hereof,
Adopted this day of , 20
CHAIRPERSON, Carmel/Clay Board of Zoning Appeals
SECRETARY, Carmel/Clay Board of Zoning Appeals
Conditions of the Board are listed on the back.
(Petitioner or his representative to sign).
AFFIDAVIT
I, hereby swear that I am the owner/contract purchaser of property involved in this application and that the foregoing
signatures, statements and answers herein contained and the information herewith submitted are in all respects
true and correct to the best of my knowledge and belief. I, the undersigned, authorize the applicant to act on my
behalf with regard to this application and(sutisequent hearings and testimony.
/ ~ ~ Signed:
,~ i~ WOODLAND
~: ~ t c
(Prope Owi
or Pro rty O'
(Please Print)
STATE OF INDIANA
SS:
~,-I
wner's Attorney
of Attorney)
County of Hamilton Before me the undersigned, a Notary Public
(County in which notarization takes place)
for Marion County, State of Indiana, personally appeared
(Notary Public's county of residence)
(Property Owner, Attorney, or Power of Attorney)
This 3rd day of Aoril, 2009
"(~~~
iron~a
and acknowledge the execution of the foregoing instrument
My commission expires: November 18, 2012
Elizabeth Bentz Williams
Notary Public--Please Print
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ABBREVIATIONS AND SYMBOLS
PPPLICANi
IERIZON WIRELESS
CLOAU HESS
250 FAST 96N STREET
SUITE 175
INOIPNAPoLIS IN 16240
PHONE: (317) 616-63fi3
FAX; (717) 818-6540
SITE ACOU19ilON
WESTERN ACWISIRW
STEVE OUAILEY
4000 INVEIwE55 FAAMS ROAD
BLOOMINGTON, IN 47401
FA%~N(8i2) 33}32-5640
SURNEYOR
WULOFf-JORDAN SURNEYINC
ANO DESIGN, INC.
TODD JOflOPN
1137 BROADWAY
FORT WAYNE, IN 46802
PHONE: (260) 424-5362
FA%: (260) 424-4916
PRCNIIECNAAL RNLI ENGWEEPoNC
MAGIECH $EAIACES, INC.
DONPLD HOEFELMEYER
1715 NAGNAVO% WAY
FORT WATNE, IN. 46804
PHONE: (260) 436-2668
FA%: (260) 476-2402
PWICE DEPARTMENT
CARMEL POLICE DEPAR1MENi
3 CMMEL CMC SQAARE
CARMEI, IN 46032
PHWE: (317) S7I-2500
FlRE OEPPRIAIEN7
CARMEL FlRE DEPAAIMENI
2 CPRMEL CMC SQUARE
CPRMEI, IN 46032
PHWE: (J17) 571-26W
UTILIDES - ELECTRICPL
DUKE ENERGY
SHWLEY HUNTER
16475 SOUTHPARK ORNE
WESiFlELO, IN 4fi074
PHONE: (JI7) 896-6711
FAX: (3t 7) 8 6-6725
UTILITIES - iELCO
Aiki
SIEVE KAEB$
5858 N. COLLEGE AVENUE
INOIPNAPWIS, IN 4fi220
PHONE (317) 252-4275
FAX: (317) 252-5000
U-LIRES - NANRM GAS
NECNEN ENERGY
RANDY CRUTCHFIELO
Ifi000 AWSWNLLF ROAD
NOBLESNLLE, IN 66061
PHWE (317) 77fi-5560
FAX: (117) 77fi-SSi6
SUE IAi/LW, ELEV.
IATITUOE - N39° 9' 20.2"
LONCINOE- WO66° 0T 328"
ELEVATION - 818.0' AuSI
LWDLORO
iOWERCO LLC
NARNA PRONNCE
112 iOwERNEW Ci.
CARP, NC 27513
PHONE: (919) 625-5160
LANDLORD SITE NAVE
wooow+o
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IN-2572
TOWER MANUFACNRER
FORT WORTH
FORT WORN, i% 76124
PHONE: (800) 4J3-181fi
THE PROJECT INCLUDES
INSTAllAT10N OF LOW PROFILE PUiFORM, PANEL ANTENNA, AND ASSOCIATED
COA% ON PN E%ISRNG 90' MONOPOLE TOWER.
INSifyLAT10N OF AN 70'=0"yll'-6" UNNPNNED EQUIPMENT SHELTER ON A
CONCRETE FOUNOADON.
NEW ELECTRICAL ANO tELEPHONE SERVICE RUN t0 THE EQUIPMENT SHELTER.
NO WATEk SUPPLY OA SEWAGE PohAOM THE SITE
PROJECT DESCRIPTION
BEGINNING IN INDIANAPOLIS, TAKE MERIONN STREET / US-37 NORTH TO
116tH STREET ANB TURN RICHI (FAST) ONRO II6iH Si. CO ~L7 MILES i0
RPNCEIINE ROAD / wESTFlELO BLVD AND TURN LEFT (NORTH) ONTO PANGEUNE
ROAD. TURN RICHI INTO THE FlRS7 ORINE i0 NE TONER SIZE LOCATED ON
THE NW WRNER OF THE P40PEAtt.
DIRECTIONS TO SITE
116th & WESTFIELD
CELL ~I1°E
LOCATION NO. 188462
PROJECT NO. 2008290439
1776 E. 116TH STREET
CARMEL, IN 46032
HAMILTON COUNTY
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T-1 PROJECT INFORMATION, LOCATION MAPS,
AND DRAWING INDEX
1 OF 3 SITE SURVEY
2 OF 3 SITE SURVEY
3 OF 3 SITE SURVEY
C-1 SITE PLAN AND CONSTRUCTION NOTES
C-2 SITE CIVIL AND SHELTER DETAILS
L-1 LANDSCAPE PLAN, NOTES AND DETAILS
A-1 TOWER ELEVATION, ANTENNA SCHEDULE,
NOTES AND DETAILS
B-1 EQUIPMENT SHELTER PLAN, SECTION AND
DETAILS
8-2 EQUIPMENT SHELTER EXTERIOR ELEVATIONS
E-1 UTILITY AND GROUNDING SITE PLANS AND
NOTES
E-2 ELECTRIC AND TELCO UTILITY DETAILS
E-3 GROUNDING SCHEMATICS AND DETAILS
Eri GROUNDING DETAILS
SP-1 SPECIFICATIONS
SP-2 SPECIFICATIONS
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PN: (260) 4]6-2fifi8 • FR%: (160) U6-3b3
' No. `oe
cJ300129 ,; ~'
RCVISICM
wo. DATE
RYS DRAwP10 IS COPfPoG10ED MID 5 THE SIXE
PROPERtt OF NE OWNER. R IS PRODUCED
SO,FLY FOR 15E 6/ iNE OWNER IlA 115 AFF111AR5.
REPRCOUC60N OR USE OF 1}95 gUWIND AVDNR
NE WFOAx1ARON CONTAINED IN R 5 FORBIDDEN
WIiNWI iNE WRIITCN PERN6SION OF ilff OWNER.
DRAWN er: ax
CHECKED BY: 6JH
SUE N44E:
116TH 8P WESTFIELD
CELL SITE
I LOCATION NO.: I
188462
PRNECi NO.:
2008290439
SRC IDORESS:
1776 E. 116TH STREET
CARME4 IN 46032
SHEET TIRE:
PROJECT INFORMATION,
LOCATION MAPS,
AND DRAWING INDEX
AkE PAOJEC7 NO.:
001-1043
SHEET NO.:
T-1
CENTER OF EXISTING TOWER COORDINATES: 8ppar20t
NW corner of Parent Tract
LATITUDE: NORTH 39 DEGREES 57 MINUTES 28.23 SECONDS (NAD83) (Parcel 1)
LONGITUDE: WEST 086 DEGREES 07 MINUTES 32.82 SECONDS (NAD83) Deed Book 269, pages 480-481
GROUND ELEVATION: 818.0 FEET AMSL (NAVD88)
NOTES: THE CENTER OF EXISTING TOWER COORDINATES (LATITUDE AND LONGITUDE) WERE o
OBTAINED VIA GPS OBSERVATIONS FROM NGS STATION "ROD 54" (HAD 83)
VERTICAL DATUM SHOWN HEREON IS BASED ON NGS STATION "BOO 54". SW COrner Of eXISting
BRASS DISK IN CONCRETE MONUMENT STAMPED "BOO 54 1989". ELEV: 901.90 (NAVD88) Nextel lease area ~ o
0
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES ANO INFORMATION AVAILABLE
FROM UTILITY COMPANIES AT TIME OF SURVEY. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILTIES
SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE Y
LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS y
NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES
PR0.£Ci n0
20090165
S 89°53'03" E 495.15'(C) GATE
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ALL BOUNDARY INFORMATION AS SHOWN HEREON WAS ESTABLISHED FROM MONUMENTS LOCATED Il
IN THE FIELD AND INFORMATION AS REFERENCED HEREON. A TITLE 865 BOUNDARY SURVEY WAS I
NOT PERFORMED IN CONJUNCTION WITH THIS SURVEY.
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1, TIMOTHY G. GOULOFF. HEREBY CERTIFY THAT I AM A PROFESSIONAL LANG SURVEYOR,
LICENSED UNDER THE LAWS OF THE STATE OF INDIAN0. AND THAT THE INFORMATON SHOWN
HEREON IS TRUE AND ACCV RATE TO THE aF_ST OF MY INFORMATION, KNOWLEDGE AND BELIEF.
. C/ER/TIFI/E/D TJHIS TSN DAY OF FEBRUARY, 2009.
TIMOTHY C. GOULOFF, lS. (2550001])
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apparent 20080165
N W comer of Parent Tract
(Parcel p onTe:
1/2"rebar withMSEcap ~eea6ookzss.pagesado-Gat 02/25/2009
found (0.0) ~ ` existing Nextel lease area
518" rebar with s~kE.
and monopole tower
v ~~~ cap found (0.0) 1" = 60'
~ (0.60' N °R,„
t5.15'(c) S 89°53'03" E 495.15'(c) )~ TMJ rcc
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~~ boundary of parent tract ,1
S $9°53'04" E ~ '
in 9.34'(c) ~ ~ ~ N 89°36'13' E 12.00' ~ ag~~i~Be~
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J ~, o ~-1 ~ Survey utilized for reference: i §€~-°-~
t'~;°~gao
~ ~~ ~ I ~ Iii w Rogina & Associates, LTD. i ~€?~= X46=
in . ~ Kx - Fit= ~€€>
~ ~ Parent Tract o 13 i `.! ~ dated 4!21101 fi~~s`Eg.
;p , . ~~!) N Project No. 788.122 i
~ ~ a (Parcel 2) o i W f.~\I o (performed for original Nextel site) ~
Deed Book 269, pages 480-481 ~ ~ a
fa~cl ~; ntorar+-+
~( S 00°48'03" E 35.00'(c) Z l z f Z l j ¢ Z ~~
~ ' S 89 5303" E 250 00'{c) ~l ~ ~{E existing Nextel ~ C v £tl
,~ ~ ~ ~ 12' non-exclusive ~1 ow <=
5 89 53 04 E 304 50 (Nextel access easement) I i ~~J'`°! aCCPSS easement W E ~ 0 3
~~~. _~ S ~ ~ (i~F89~~3{}3 ~w~25~ 00' (Parefi4"r+aet~j-~ v~ ~ ~ ~ r -f` ~ ~ to j ' Z g~
N 89°53'04" W 316.50' (Nextel access easement) ~ ~ M ; '~ ~ a^
- ------------------------------ ------------ ~ ~ 5/8" rebars ° ~
1 N 89°53'03" W 250.00'(c) /.~ i found (0.0) Parent Tract s ~ I, o ~ } ~c
~ ~ sw'f corner ~ ~ (Parcel 1) - j o
N 00°48'03" W 35.00'(c) Y N 89°53'D3" W 3.30' b ; ~ ~„ =6
(~ ; Parent Tract ~ Deed Book 269, pages 480-481
v ~
~ N oo°zraz^ w 12.00' (Parcel 1) I ~
(Nexiei access easement)
o. ~
~ SE corner ~ existing 20' o I r
I ~ utility easement ~ , v
~ I Parent Tract i o
O (Parcel 2} ,.j i ~ a
v ° ~ SCALE:i'=6m' o ~ a ~
m! o ~ °o i ~° ~ q m ~ $
~_ t o S I N i m' sm' bo' izo' j N ~~ F r.
o ~ N I ~ ~ graphic scale i ': ~~ ~N~
`~ ~ ~~ ~j ~ tsa a ~~
°D ~ ~~ in o i ~ W°oad!®°
o ~ r j ~,~ r3
N ~!rt ~~o ~ ~1tla~^
a o i Z ~ 5 89°53'04" E 17.82' ~ O a~'~~ `d
z, i S 00°12'35" W 15.00' f a ~ w W ?'
>> I o Q
~ fz r°nm gy19A~
~ i S 86°46'56" E 3424' N 00°00'44" W 2.83' i J Qa S `ag
i 5/8" rebar ~ ~ S 89°53'44" E 27.20' ~ ~ ~ m m F $ m
found 0.0 ~ ~ S 89°53'03" E 292.16' N 89°50'58" E 98.7 W aj e o
'-__-__-__.-__-._----i'-r N
-------
apparent J ~ N 31°13'29' E 22.22' ~ ~
i Southwest corner ~
Southwest Quarter -'--- _ _ _ i
Sec. 31,T 18 N, R 4 E "~ ~-; i -
~Hamiiton County, IN ~ ~ ~ i i
~ m ,
i o ~ i
Z ~ ~ ~ East 116th Street ~~
i
.I, \4 apparent South line, SW 1/4, Sec. 31-18-4 ~ p °
..._...__. _... _,.. .__..._ _. _.-. _... _L__________-__-__~.____-_____-._-__-__-__-__-_--_ --____-__--______-_--._-_.__--_____-__-J
~ S 89°53'03" E 253.30`(c) J~ N 89°53'03" W 479.70'(c) J a
a
Parent Tract Orientation Detail
JaFWING NG.
20080165
SnEET
2of3
DESCRIPTION OP PAREISf TRACT (copied from Deed Book 269, pages 480-08'I'in the
Office of the Recorder of Hamilton County, Indiana)
PARCELI
Part of the Southwest 4uarter of Section 31, Township 18 North, Range 4 East,
Hamilton County, Indiana, more particularly described as follows:
Beginning at a paint on the South line of said Quarter Section, distant 253.30 feet measured
North 89 degrees 50 minutes 15 seconds East along South line from the Southwest comer
thereof; mooing thence North 1 degree 04 minutes 45 seconds West and parallel with the
West line of said Quarter Section 275 feet; thence South 89 degrees 50 minutes 15
seconds West 3.30 feet; thence North 1 degree 04 minutes 45 seconds West 195.04 feet;
thence North 89 degrees 50 minutes 15 seconds East 495.15 feet; thence South 0 degrees
24 minutes 05 seconds West 470 feet to the South line of said Quarter Section; thence
South 89 degrees 50 minutes 15 seconds West 479.70 feet to the place of beginning.
Subject to an easement 20 feet in width by parallel lines off the entire East side of the above
described property reserved for a gas line easement, and further subject to an easement 24
feet in width by parallel lines West pf and adjacent to the West line of the above described
20 foot gas line easement; said easement being reserved for ingress and egress and
further subject io an easement described as follows:
Beginning at a point on the South line of said Quarter Section distance 253.30 feet
measured North 89 degrees 50 minutes 15 seconds East antl along said South line from
the Southwest corner thereof, running thence North 1 degree 04 minutes 45 seconds West
and parallel with the West line of said Quarter Section 275 feet; [hence South 89 degrees
50 minutes 15 seconds West 3.30 feet; thence North 1 degree Od minutes 45 seconds West
35 feet; thence North 89 degrees 50 minutes 15 seconds East 23.30 feet; thence South t
degree 04 minutes 45 seconds East 310 feet to the South line of said Quarter Section;
thence South 69 degrees 50 minutes 15 seconds West and along said South line 20 feet to
the point of beginning, said easement being reserved for utility purposes.
PARCEL2
Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East, Hamilton
County, Indiana, more particulady described as follows: A parcel of real estate thirty-five
(35) feet in width by pa211eI lines, the Center line of which begins at a point on the west line
of "Parcel 1"distant 275 feet measured north 1° 04' 45" west from the southwest carrier
thereof; thence south 89° 50' 15" west 3.30 feet to a point; thence north 1° 04' 45" west
17.50 feet along the west line of said Parcel 1 to the point of beginning; [hence south 89° 50'
15" west 25D feet to the center line of Westfield Boulevard, the same being the west line of
said quarter section, subject, however, to the said Westfield Boulevard right-of-way-
Subject to all liens, encumbrances, easements and restrictions of record.
The conveyance of Parcel No 2 is subject to the reservations and exceptions hereinafter set
forth:
There is reserved from the conveyance of Parcel No 2 hereunder and the conveyance of
Parcel No. 2 hereunder is subject to a perpetual non-exGUSive easement of ingress and
egress for the benefit of Parcel No. 1, and for the benefit of a cenain "Adjoining Tract" of
real estate, owned by Grantor, which measures 175 fee[ north and south, the south line of
which is the north fine of Parcel No 2 and the North fine of which extends East from
Westfield Road as now located and established to a line which intersects with the East line
of Parce! No. 2, extended North 175 feet, (hereinafter called the "Adjoining Tract") over,
across and upon Parcel No. 2 for vehicular and pedestrian use. Such easement is hereby
declared to be a covenant mooing with Parcel No 2 for the common use and benefit of the
owner of Parcel No. i and for the common use and benefit of the owner of the Adjoining
Tract and the respective grantees, successors and assigns of each such owners.
The reservation of the foregoing non-exclusive easement for the benefit of the "Adjoining
Trail" is expressly conditioned upon the obligation of the subsequent grantees of said
Adjoining Tract being at all times obligated to make all reasonably necessary repairs and
replacements to the blade-top surface of said easement area, as wet4 as tt+e removal of aft
snow and ice from said easement area and the maintenance of the same free and dear of
snow and ice at the total cost and expense of said subsequent grantees, as well as the
payment of all Real Estate taxes assessed against said Parcel No. 2 being paid by all of
said subsequent grantees, it being expressly acknowledged that the obligations herein
contained antl assumed by such subsequent grantees shall be covenants running with the
"Adjoining Tract" for the benefit of the owners of Parcal No. 1, Parcel No. 2, and khe
"Adjoining Tract".
{The following descriptions were copied from a survey by Rogina &
Associates, LTD., dated 4!21!01 as' Project No. 788.122)
NEXTEL LEASE AREA LEGAL DESCRIPTION
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 31,
TOWNSHIP 18 NORTH, RANGE 4iEAST, HAMILTON COUNTY,
INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE
SOUTHWEST CORNER OF SAID;SOUTHWEST QUARTER;
THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST
298.50 FEET, ALONG THE WEST LINE OF SAID SOUTHWEST
QUARTER; THENCE SOUTH 89 DEGREES 53 MINUTES 04
SECONDS EAST 304.50 FEET; Tt IENCE NORTH 00 DEGREES 21
MINUTES 47 SECONDS WEST 149.54 FEET, TO THE POINT OF
BEGINNING; THENCE CONTINUING NORTH 00 DEGREES 21
MINUTES 47 SECONDS WEST 21.00 FEET; THENCE NORTH 89
DEGREES 53 MINUTES 04 SECONDS WEST 45.00 FEET;
THENCE SOUTH 00 DEGREES 21 MINUTES 47 SECONDS EAST
21.00 FEET; THENCE SOUTH 89 DEGREES 53 MINUTES 04
SECONDS EAST 45.00 FEET, TOiTHE POINT OF BEGINNING,
CONTAINING 944.97 SQUARE F;ET, MORE OR LESS.
NON-EXCLUSIVE ACCESS EASEMENT LEGAL DESCRIPTION
THAT PART OF THE SOUTHWEST QUARTER OF SECTION 31,
TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY,
INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE
SOUTHWEST CORNER OF SAID; SOUTHWEST QUARTER;
THENCE NORTH 00 DEGREES 24 MINUTES 47 SECONDS WEST
298.50 FEET, ALONG THE WEST LINE OF SAID SOUTHWEST
QUARTER, TO THE POINT OF BEGINNING; THENCE SOUTH 89
DEGREES 53 MINUTES 04 SECUNDS EAST 304.50 FEET;
THENCE NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST
149.54 FEET, TO THE SOUTHEAST CORNER OF THE
PROPOSED NEXTEL LEASE AREA; THENCE CONTINUING
NORTH 00 DEGREES 21 MINUTES 47 SECONDS WEST 12.00
FEET ALONG THE EAST LINE OF SAID LEASE AREA; THENCE
NORTH 89 DEGREES 58 MINUTES 13 SECONDS EAST 12.00
FEET; THENCE SOUTH 00 DEGREES 21 MINUTES 47 SECONDS
EAST 173.64 FEET; THENCE NORTH 88 DEGREES 53 MINUTES
04 SECONDS WEST 316.50 FEET, TO A POINT ON SAID WEST
LINE OF THE SOUTHWEST QUARTER; THENCE NORTH 00
DEGREES 21 MINUTES 47 SECONDS WEST 12.00 FEET, ALONG
SAID WEST LINE OF THE SOUTHWEST QUARTER TO THE
POINT OF BEGINNING, CONTAINING 5737.09 SQUARE FEET,
MORE OR LESS. C
CRWECT N0.
DESCRIPTION OF LEASE AREA 20080165
w.r
Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 02/25/2009
East, Hamilton County, Indiana, and being also part of real estate ~~4.E.
described as Parcel 1 in Deed Book 269, pages 480-481 in the Office of
the Recorder of Hamilton County, Indiana, more par[icufady described as ~~' rcc
follows:
Commencin at a 518" diameter rebar markin an a arent Southwester!
9 9 PP Y trx
`e~°~tbj
corner of said real estate described as Parcel 1 in Deed Book 269, pages g&?a=ff ~:
480-481 in the Office of the Recorder of Hamilton County, Indiana ~? ~ ~Et~~~
(hereinafter referred to as "parent tract"), said rebar also marking the s
=~E,Fasr>;
a arent Southeast corner of real estate described as Parcel 2 in said
pP `• ` `~°~~`
~¢
gg=3f;E
Deed Book 269, pages 480-481; thence North 00 degrees 48 minutes 03 y
~r`€~;af=
seconds West (bearing based on an assumed bearing of South 89 degrees ;€sge£t~4~
53 minutes 03 seconds East assigned to the apparent South line of said €~o~~~sf
Southwest Quarter on the a arent West line of said arent tract, a
PP P ? e~;;e'€~~E
aSat
~a_
va
distance of 173.04 feet; thence South 89 degrees 53 minutes 04 seconds e
e
East 9.34 feet to the apparent Southwest corner of an existing Nextel lease
area as depicted and described on a survey by Rogina & Associates, LTD., Zv "sP
dated 4/21/01 as Project No. 788.122, and the POINT OF BEGINNING; 4? ::
thence continuing South 89 degrees 53 minutes 04 seconds East on the ~° ~ .g
apparent South line of said existing lease area, a distance of 32.00 feet; O o 3"
'
~
thence South 00 degrees 21 minutes 47 seconds East 45.00 feet; thence .
^ o
North 89 degrees 53 minutes 04 seconds West 32.00 feet; thence North 00 LL ¢ ;„
degrees 21 minutes 47 seconds West 45.00 feet to the Point of Beginning, O z ~<
containing 1,440 square feet, more or less- ~ mS
o
~"' ^~
DESCRIPTION OF ACCESS EASEMENT
~~i
Part of the Southwest Quarter of Section 31, Township 18 North, Range 4
East, Hamilton County, Indiana, and being also part of real estate
described as Parcel 1 in Deed Book 269, pages 48081 in the Office of ~ °
the Recorder of Hamilton County, Indiana, more particularly described as ¢ v m ~ 5
follows: ~ E~ ~ $:
~ 'o ~ ~~
Commencin at a 5/8" diameter rebar markin an a arent Southwester!
9 9 PP Y p~~3a`$~a
comer of said real estate described as Parcel 1 in Deed Book 269, pages N °o a ~!®~~
48081 in the Office of the Recorder of Hamilton County, Indiana ~ f'n =~
(hereinafter refereed to as "parent tract"), said rebar also marking the r
~ a a ffi ••
apparent Southeast corner of real estate described as Parcel 2 in said C e `m .-
Deed Book 269, pages 480-481; thence North 00 degrees 48 minutes 03 N 4 m ;yw i
seconds West (bearing based on an assumed bearing of South 89 degrees ~Q °n ~ a~ 8^
53 minutes 03 seconds East assigned to the apparent South line of said J ~ a a a ~
Southwest Quarter) on the apparent West line of said parent tract, a j ~ ®F ~ G
distance of 173.04 feet; thence South 89 degrees 53 minutes 04 seconds ~ a ~ 'y ~
East 9.34 feet to the apparent Southwest comer of an existing Nextel lease V
area as depicted and described on a survey by Rogina & Associates, LTD.,
dated 4/21/01 as Project No. 788.122; thence continuing South 89 degrees
53 minutes 04 seconds East on the apparent South line of said existing
lease area, a distance of 32.00 feet to the POINT OF BEGINNING; thence
continuing South 89 degrees 53 minutes 04 seconds East on said South ~ s
-
Tine, a distance of 13.00 feet to the apparent Southeast corner thereof and p
the apparent West line of an existing Nextel non-exclusive access s
easement as depicted and described on the aforementioned survey; thence
South 00 degrees 21 minutes 47 seconds Easton said apparent West line,
rees 53 minutes 04 seconds
thence N
rth 89 de
f 45
00 f
t
di
t
g
.
ee
;
o
a
s
ance o
West 13.00 feet; thence North 00 degrees 21 minutes 47 seconds West ""''w"G"°
20080165
more or
585 square feet
innin
containin
45
00 feet to the Point of Be
,
g
g
g,
.
less. sNEcT
3 of 3
General Notes:
I. SCHEDULE THE CONSTRUCTION OF THE SITE REQUIRES A CERTAIN SEQUENCE OF E4ENT5
TO NINIMQE CONSTRUCTION TIME REOUIREO UNRL AVNU1BIUtt OF CELLULAR TELEPHONE
sERVICE. TREE S
2 EQUIPMENT SHELTER FOUNDATION THE CONTRACTOR SHALL INSTPLL THE EQUIPMENT
SHELTER FOUNDATION CONCRETE CORES (THREE (3) CYUNOER$ PER TRUCK) TO BE
TAKEN RNO iE57E0 BY THE CONSULTANT AND PRONOE THREE (3) COPIES OF THE
TESTING RESULTS i0 iNE VERIZON WIRELESS PROTECT MANAGER.
3. PREFABRICATED SHELTER: THE CENEPAL CONTRACTOR $NPLL PAOV7DE ALL UBOR,
EOUIPMEN7 PND MATERW.S FOR THE PROPER LIFTING OF THE SHELTER FROM THE
TRANSPORT ikUCK BED TO 7HE FINAL POSITION ON THE CONCRETE FOUNDANON THE
SHELTER SHALL BE LIFTED IN70 PLACE BY USING EIGHT (8) LIKING EYELETS PROVIDED
BY THE SHELTER MANUFACNRER. THE SHELTER MANUFACIDRER AEOUIRES EIGHT (8) E%IST. NE%iEL
3/4" DIA, IS' LONG $1EEL CABLES CONNECTED THE SPREADER BPR. IF THE SPREADER NON-E%CLUSIVE
BAR IS Ai LEAST TWO FEET WIDER THAN 7HE SHELTER, CORNER PROTECTORS WILL NOi UTILITY EASEMENT
NEED TO BE USED. THE PPPRO%IMATE WDCHi OF THE SHELTER WITH 7HE TELEPHONE
EQUIPMENT IS 72,D00 LBS (REFER i0 SHELTER LIFTING INSiRULTI0N5 ON SHEET B-1).
7HE CONTRACTOR SHALL PNCHOR 1HE SHELTER i0 THE CONCRETE STAB WRN STEEL
PLATES AND ANCHOR BOLTS PRONDEO BY 7HE SHELTER NNJUFACTURER THE VERIZON E%ISi. NE%iEL
WIRELESS SHELTER SHAH NOi BE USED FOR THE STORAGE OF ANY MATERIALS, TOOLS, UTIUTY H-FRAME
ETC. USED BY THE CONTRACTOR OR SUB-CON7RACi0R5. ~
REMOVE 316 L.F.~_
~
4. THE CENERN_ CONTRACTOR I$ RESPONSIBLE FOR THE INSTALLATION OF 7HE ELECTPoCPL ~
E%ISi. CNNN
OISCONNECi, E%iER10R UGHi FIXNRE, DOOR CANOPYS (WI1H CAULKING), MUFFLER ANO w ~ UNK FENCE
LOOSE SNIP MATERIALS, INCLUOINC FVEUNG, START UP ANO TESTING, COORDINATE WITH
OPERATIOVS TO SEi GENERATOR ROUTINE RUN GATE.
5. URLITIES: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE EXCAVATION oN0 ANTICIPATED E%ISL
PROPER BACK FlLLING OF TRENCHES REOUIREO FOR UNDERGROUND TELEPHONE AND UNDERGROUND iELCO
ELECTRICAL U-UTIES. REFER i0 ELECTRICPL SHEETS FOR THE UTIUtt TRENCH PLAN
ANO DETAILS COORDINATE, $ERdCE DATE WITH THE RESPECiNE U-L11Y COMPANIES EXISi.IfWOSCAPE
6. ANTENNAS INSTPLIAUON: ALL ANTENNAS ANO LINES AND ICE BRIDGE SHALL BE INSTALLED w a EASEMENT
BY ANTENNA CONiRAC70R. DURING THIS WORK THE GENERAL CONTRACTOR SHALL BE s o
UMItED TO THE WORK WHICH CAN BE PERFORMED IN THE VICINITY OF THE WATER TOWER. z °a
7. HERBICIDE: PFiE0. PLACEMENT AND COMPACTING OF FlLL AROUND THE PREFABRICATED ANHCIPAffO E%IST.
SHEUER AND BEFORE PfACEMENi OF LIMESTONE SURFACE, A WEED BARRIER SHALL BE UNDERGROUND ELECTRIC-
PLACED PND HERBICDE SHALL BE SPRAYED OVER PLL DISTURBED AREAS.
8. TRASH REMOVAL: THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH A$ CREATED B7
HIMSELF AND HIS SUBCONTRACTORS AND ALSO BY OMER CONTRACTORS INCLUDING CABLE
~
REELS, CARDBOARD BOXES. ANO PACKAGING. 7HE GENERAL COMRACiOR SHALL PROVDE I
A TRASH OUMPSTER (40 YAHO ROLL OFF) ON THE SITE UNHL ALL CONSTRUCTON WORK
AND EWIPMENT INSTALJATION WORK H45 BEEN COMPIfiEO, All TRASH SHALL BE A 1
REMOVED FROM THE SITE IN A TIMELY FASHgN TO A LEGAL DISPOSAL AREA. EPICURE TO
PROVDE A DUMPSTER ON $Iff WILL RESULT IN A 11 000.00 REOUCRON IN THE CONiRACi
aMQUNr-
9. FNAL CLEAN UP: UPON COMPLETION OF ALL WORK BY THE GENERAL CONTRACTOR PND
ALL OTHER CONTRACTORS ON THIS PROJECT, tNE GENERAL CONTRACTOR SHALL STRIP
PNO CLEAN THE FLOOR OF 7HE SHELTER, USING AN INDUSTRIPL STRIPPING MACHINE.
THE FlNISHED FLOOR SHALL BE CLEW AND DUST FREE. NO SURFACE FINISHES SHALL
BE APPLIED. THE GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR 7HE REMOVAL OF
PLL E%CE55 MATERWL$ FROM INSIDE THE SHELTER ALONG WITH SHIPMENT OF NOTED
MATERIALS BACK i0 THE OWNER.
10. GENERAL CONTRACTOR SHALL REOUESi OEUVERY OF 4ERIZON WIRELESS ANTENNAS PND
MISCELLANEOUS MATERALS WHEN READY i0 RECEIVE AND INNENiORY. ANY SHORTAGES
MUST BE REPOR7E0 TO THE VERIZON WIRELESS PROJECT MANAGER WITHIN 48 HOURS ANTICIPATED E%IST
-
OF DELIVERY. REQUEST FOR FINAL CLEAN UP YlILL BE Ai THE DIRECTKIN OF THE .
NATURAL CAS
VERIZON WIRELESS PRO1ECi MANAGER.
II. 7HE GENERAL CONTRACTOR SHALL PROVIDE AND MNNTAIN A PORTABLE t01LET ON SITE 10' UNLI7Y FASEMEN7-
DURING THE DURATION OF THE CONSTRUCTION PROJECT.
12. INDIANA UTNtt PROTECHON SERVICE: CONTACT IUPS (800) 382-5544 IN INDIANA OA
(800) 428-5200 OU7510E INOLANA l8 HOURS PRIOR i0 DIGGING. $
13. THE GENERAL CONTRACTOR SHALL NOTIFY THE PROJECT ADMINISTRATOR 48 HOURS
PRIOR TO POURING CONCRETE FOR SHELTER FOUNDATION.
14. THE CONTRACTOR WILL, UPON BECOMING AWARE Of SUBSURFACE OR LATENT PHYSICAL
CONDITIONS DIFFERING FROM THOSE DISCLOSED BY THE ORIGINAL SOIL INVESTIGATION
WORK, PROMPTLY MOTIF! THE O'NNER VERBALLY i0 PERMIT VERIFICATION OF THE
CONDITIONS, ANC IN WRITING, AS i0 THE NATURE OF THE DIFFERING CONDIHONS. NO
CLAIM BY THE CONTRACTOR FOR ANY CONDITIONS DIFFERING FROM THJOSE ANTICIPATED
IN THE PLANS AND SPECIFICA7i0N5 AND DISCLOSED BY THE STUDIES WILL eE ALLOWED E
UNLESS THE CONTRACTOR HAS SO NOHFlED THE OI4NER, VERBPILY ANO IN WRITING. AS E%IST. UDU7Y POL
REQUIRED ABOVE, OF SUCH DIFFERING SUBSURFACE CONM710NS.
I5. CON7FACi0R IS RESPONSIBLE FOR ANY OHMAGE TO E%ISTLVG PAVED, CONCRETE, OR GRAVEL
PPRKING AfiEAS AND DRIVES. CON7RACi0R5 SHALL PHOTOGRAPH ANO VIDEOTAPE E%ISiING
PARKING AREAS AND DRIVES P~4IOft i0 CONSTRUCTION, PNY DAMAGE CAUSED DURING
CONSTRUCTON SHALL BE REPLACED 70 EXISTING OR BETTER CONDITION Ai NO ADDITIONAL
LOST.
TREES
0
0
U01. URW rvPO[ ]wPL[ - bVrvIIWbIVn
MAY BE REQUIRED TO REMOVE FEW SMA11~
TREES AND RE-WORK SWALE, KEEP SWALE
FREE OF OEARIS AND SPOILS DURING
CONSTRUCTION -FIELD VERIFY ANY WORK
THAI NEE05 GONE i0 $WALE
W
2
1- I
F_
W
O
EKISi. 6' LHNN LINK
E%ISr. NE%iEL 45'x7
LEASE PRFA BOUNDI
~F~~
i~`1
t I
1- ICI ~,.
GRASS
~E%ISi, iELCO PEDESTAL - -
- Lam. - 5
EXISTING
AGGREGATE
rE%ISi. 90' MONOPLE LOWER
7 / E%ISt. NE%iEL
WUIP. SHELTER.
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I
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5J EXIST. LANDSCAPE I
IHRUBS 70 BE REMOVED
VERIZON WIRELESS 9
D" WDE ICE BRIDGE C-2
G.C. TO INSTPLL GPS ANTENN~
COA%, ANO CONNECi0R5 ANO
GROUND COA%
REMOVE }68 L.F EXIST.
CONCRETE ROLL CURB
-VERIZON WIRELESS
UTILItt H-FRAME SEE I
ELECTRICAL SHEETS
-NEW 3704 L.F. 6' L1uIN
LINK FENCE ANO 12' WIDE '
DOUBLE LEAF SWING GATE
i0 MATCH E%ISiING
PROPERTY LINE
~` 'N E%IST. LANDSCAPE
f SHRUBS 70 REMAIN
ti
~^ E%ISi. IANOSCAPE
i EASEMENT
10' BUILDING SETBACK
I
EDC~ OF ASPHALT
j XIST.
'// A PHALT
PAR LNG LOT
E%IA. SEWER MH
EXIST. SEWER PIPE
I I
71 I I
C-2 II I
I
I I
I I
I I
I' I
I I
I I
I I I
I I
III
I I
III
III
I I
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I
-EXlsr. ALCESS-y I
EASEMENT I I
-I I
I I
ull
I I
VIII
wl I
VIII
I I
WILL
I I
I I
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ASPH ~~T
PARKIN ILOT
I I
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HOLE MOIEY SAYS
ACCESS EASEMENT ~
-}60 L.F. CONC ROLL CURB S
TO MATCH EXIST. C-2
- VERIZON WIRELESS
46'x32' LEASE AREA
- NANRAL GAS METER
SEE SNEET E-1
-36~ CU. Ff. AGGREGATE
BASE i0 MATCH E%ISiING 4
i0P OF FINISH CAADE TO g_p
MATCH EXISUNG
EVERGREEN LANDSCAPE
SHRUBS TO MATCH E%ISi. I
SEE <HEEi L-i
- ANTICIPATED E%ISi.
3 PHASE PRIMARY I
E%ISf. CONCRETE ROLL
CURB i0 BE REMAIN
10' UTILITY EASEMENT
Site Plan ~ =D
," .10.0'
NORTH
"DON'T
DIG
BLIND"
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I~80~0-4~8d 5200
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LIMITED PARTNERSHIP dlbla
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SERVICES I N C
AN KFlLUTC a Famuxc mHElcss INC.
I]15 MAGWVOtl wAT, fOAi wATNE.INDLWA 46804
PH: (460) Q6-266 ~ 460) qb-N04
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UI-Id-U9 PXUIMIW~KY PLAN - LFlSE EXHIBIT
OJ-2]-09 CONS7RUCilON DRAWINGS
RE>nsoNs
N0. DATE
rHls t>RAVnnc Is coPYracHiEO AND Is THE saE
PROPERTY OF THE OWNER. R IS PRODUCED
$CdfLY fOR USE B/ INE ONNEA AND ITS IFFlLU7F5.
REPROWCTION OR USE Q iN5 OPAWNC ANONR
7HE INfORM41I0N CONiAllRED IN IT IS FORBIDDEN
WTNOUi THE WRITTEN PERMISSION OF THE OWNER.
DRAWN Br: DIM
pIECICED BY: DJH
SITE NAJIL
116TH 84 WESTFIELD
CELL SITE
LOCATION NO.:
188462
PROJECT NO.:
2008290439
SRE N)CRE4:
1776 E. 116TH STREET
CARMEL, IN 46032
SHEET TBLE:
SITE PLAN AND
CONSTRUCTION NOTES
AkE PROTECT NO.:
001.1043
SHEET NO.:
C-1
OPENING . 10'-0" MA%.
6" COMPACTED COHESIVE
GRANULAR FILL (MIN.)
PROOF AOL! ED SUBGRADE
15/8" DIA. SCN 40 TOP RAIL
6 PND BRACE RAIL (ttP) - v
z^ Dla scH aD c-z i
GATE FRAME ~ -2 1/2" DIA, SCH 40 LINE POSTS -J ° ..<
3" 010. SCH 40 CORNEfl POSTS I a
I
~(NOC4RIG) PER POST }ODD PSI CONC. k ~~
3/8" ®0.u_ D WITN
CHMAFER AT 45°
FINISH GR40E
° I
I
BARS Ai
O.C. (VEftT) I _,
> ~ 2" GALV. MESH I IB"
~9 G0. FABRIC (ttP) ~
(6) /6 REBAR ®12"0 C L
BOTTOM TEN90N YIIRE I7 GA. CONRNUOUS (NORIZ) LAMINATED VAPOR BARRIER FED
0.UMINIZED COIL YIIRE SPEC UU-B-790A MANUFACTURE
I. FORTIFIBER CORP
GAT E GATE FNISH GRADE TRACY, CAL.
2 GlAS-KRPFT, INC
° 1 1_ ° ~I I .~ US RI''
SP
R P
~ ~
~ LYBA
L
~ ~
~ T
. I I. ~ ~
~ ~
~ . ~
I I
:~I ~ ~~ Shelter Foundation Section
COMMERCVL STRONG PAM ~~
/ ~1
DOUBLE-GATE UTCN EOUM i0'. ' ~ SUB-GRADE LINE
' /J!/. L 1/4" = 1'-0"
DAC INDUSTRIES
615-C ELEVENTH STREET
GRAND RAPIDS, MI 49504
n Typical Fence Elevation
..
"
'
7/16
= 1
-0
}-STRANDS BARBED WIRE
~Ai FENCE AND GATE
0 10P RAIL
LINE FOST/CORNER POST
o ~
CHNN UNN FENCE FABRIC
f24"
11 CEOTEXTILE MATERI0.
^~ ' I I 3000 PSI CONC.
°~I DRILLED PIER,
70" DIA. ®TOP
12" DIA. ®BOT
6 Fence Section
3/16. = I'-0"
cas ANTENNA
~ w
11/4" GALV.
GPS MWNi PIPE
o mQ
a .
i
3
GPS MOUNT EQUAL TO
VALMOM PM 91041
ICE BRIDGE SUPPORT PIPE
NOTES:
ALL PART NUMBERS P/N REFER TO VKMON7 COMMUNICARONS
COMPLETE 27" WIDE % 10' LONG ICE BRIDGE KIT PM 852165
27" WIDE % 20' LONG ICE BRIDGE KIT P/N 852170
I
~8022P5 BRACKET
802225 BRACKET PND l4'
UPPORT POS7 ASSEMBLY
(j802245 BRACKET ONLY)
DOUBLE LEVEL CHANNEL X802257 -
14' LONG, 4" DIA. PIPE
WEED BARPIE
SUPPORT POST MIN. 3f
DEPTH IN70 CONCRETE
~CPB JUMPER CABLE
r'1 GPS Mount Detail
12"
IN. DI
Ice Bridge Section
10 ,/4.. _ ,._D..
Ice Bridge Plan
`~ 3/16.. = I'-0"
ouTSIDE EDGE aF
CONCRETE SLAB
Corner Reinforcin
PREFABRICATED
SHELTER
1R" PREMOLDED
EXPANSION JOINT BETWEEN
SLAB AND STOOP
CONCRETE SIDEWALK
WITH 6x6 W2.9xW2.9 W.W.F.
SEE SHEET C-1 FOR LOCATION
i00LE0 EDGE (}) SIOEB~
LOPE 1/4" PER R.
b 6:
O:'.'
WEED BARRIER
COMPACTED FILL
SHELTER FOUNDATION
Concrete Stoo
8 1/4.. = L_0..
MONOPOLE TOWER
AND GONG FOUND.-~_
CONCRETE ICE BRIDGE
PIER FOUNDATION -ttP.
GMV. STEEL PIPE -ttP.
o..- __ -&_-
-_-~ _- _o._
___~_- 0
o
P
L 0
- o d - °
o' ~ OTOP OF FOUND
°
~ ._
OUT51p5-EDGA?OF F¢UNDRRON
I
I i
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I d - ELEV 81g 6{6" Ag G)) d. -' OF EXTERIOR wALLd160VE d L
- -
I EF.E 8197 (12"'~.FC) J
-
Id d d - INSIDE-EEppCE OF40UNDA80N-!~
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2
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(TYP.)
_ 13'-0"x5'-0" STRUCTURAL SLPB OVER
COMPACTED FILL. PITCH SLAB AWAY
0" I}'-0" FROM SHELTER. G.C. SHALL INSTALL
SLAB AFFER SHELTER HAS BEEN SET.
Shelter Foundation
1 7/8.. = L_0..
)F 8" AGGREGATE BASE COURSE GEOTEXTILE MATERIAL
CONSISTING OF 3/4" CRUSHED "MIRAFl-500X" OR EQUAL
AGGREGATE. NO FINES
PROOF ROLLED SUBGRADE
NOTE:
JS IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY hIAT THE
LIMESTONE IS UNIFORMLY WHITE IN COLOR AFTER PLACEMENT
4 Site Section
NO SCALE
µ6 REBAR CONTINUO
Ai TOP AND BOTTOM
tf5 CORNER REBAR
AT TOP AND BOTTOM
P' CHAMFER (TYP.)
27" (3-9" WIDE CHANNEL) ~ ~m C a2
GALV. ICE BRIDGE
HVAC II I I II HVAC
GTE M081LNET OF INDWNA
LIMITED PARTNERSHIP dlbla
/~.
V~1 !~ o~
MAGTECH
SERVICES I N C
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OIS AVLNPW% WPY, fpR WhYNE,IHOWU x680x
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REVISpN
N0. DATE
THIS DRAWING 6 COPYAICHIEO MID IS THE SOLE
PROPERtt OF RTE OWNER. IT 5 PRODUCED
601ELY FOA UY BY TME OWNER WND ffS AFFlWTES.
REPRODUCHON OR USE OF THIS OKAYING PND/IXt
1}U t4FIX2NAiN)N C0.NTMNED IN R 5 FORBIDDEN
N11HOUf 1HE WRIREN PEId.16SKNi OF THE OWNER.
DRAKIY BY: DJH
CHECKED BY: OJH
SrtE NAME:
116TH & WESTFIELD
CELL SITE
LOCATION NO.:
188462
PROJECT ND.:
7008290439
SBE PDORESS:
1778 E. 116TH STREET
CARMEL, IN 46032
sHEEr nnE:
SITE CIVIL AND
SHELTER DETAILS
AkE PROJECT NO.:
001-1043
SNEEi NO.:
C-2
Roll Curb Detail
5 3/4,. = I,_O..
5
3
Landscape Notes
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE INJOSCPPE PWJ.
2. PLL NECESSPAY PERMITS PND APPROVALS FROM AGENCIES GOVERNING THIS WORK SHALL
DE SECURED BY 7HE GENERAL CONTRACTOR PRIOR TO BEGINNING PNY WORK.
3. THE CENERPL CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL ROADS, WPLKS, AND
PAIACENi PROPERTIES CLEAR OF ANY DEBRIS, DIRT, AND CONSTRUCRON EQUIPMENT
DURING CONSTRUCTION.
4. THE GENERAL CQNTAACiOR SHALL FIELD VERIFY ALL EX15BNG UTIUtt LINE LOCATIONS
PRIOR TO DEGINNING ANY WORK. ANY DEYW710N5 fROM THE DESIGN LOCA710N5 SHALL BE
REPORTED i0 THE ARCHUECT~FNCINEER.
5. THE GENERAL CONiAACiOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL
UNDSCAPE RELATED WORK WITH OTHER CONTPACi0R5 OND TRADES.
6. THE GENERAL CON1RACi0R IS RESPONSIBLE FOR CONTACRNC THE ARCHRECi/ENGINEER IF
PNY DISCREPANCIES IN THE CONSTRUCTKIN DOCUMENTS ARE FOUND.
Z. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR GRADING 10 WITHIN 7" OF THE FINAL
GRADE IN ALL UWN PREAS. THE GENERAL CONiRAC70R IS RESPONSIDLE FOR THE FlNAL
GRADING IN PLL UWN AREAS. THE GENE(UL CONTRACTOR IS RESPONSIBLE FOR INSURING
POSITIVE DRNNACE IN ALL PUNBNC BEDS.
8. THE GENERAL CONTRACtOR I$ RESPONSIBLE fOR SEEDING PLL UWN ARU$ INDICATED ON
THE LVJDSCPPE PU4 WITH THE FOLLOWING SEED MI% AND PPPLICADON RATE
SEED MI%: fi0% BWECPASS
Z07. PERENNIAL RYE
207, iN_L FESCUE
APPLICAigN RATE: 5 LBS. PER 1,000 S0. Fi.
9. THE GENERAL CONiMCiOR I$ RESPONSIBLE FOR PAONDING A PUNRNG SOIL BACK FILLMIX
IN ALL TREE, ft~ERG0.EEN, AND SHRUB Pli BEDS ACCORDING i0 THE PUNTING DE7NL5. THE
GENERAL CONTRACTOR SHALL PESO PROVIDE 12" OF PUNTING SOIL BACK FILLIN THE
PIANBNC BEDS. THE PUNTING SOIL BACK fILLMIX SHALL CONSIST OF THE FOLLOWING:
60R APPROVED 70PSOIL
20x C04RSE SANG
10X SPHAGNUM PUi MOSS
70R PROCESSED SHREDDED HARDWOOD MULCH
10. HERBICIDE (iREFWN OR EOUIVN.ENTJ SHALL BE APPLIED i0 PLL PWJT BEDS PRIOR i0
PIPNTINC FOR NOYJOU$ WEEDS.
11. ALL PLM'TING BEDS SHALL HAVE A MINIMUM OF 3" PROCESSED SHREDDED HARDWOOD
MULCH AND A NATURAL SPADE EDGE.
72. ALL TREES SHPLLBE INSTPLLEO PER WJOSCAPE PUNTING DETNLS.
73. DIMENSIONS FOR HEIGHTS, SPREAD, ANO CNJPER OF TREES ON THE PEWS ARE GENERAL
GUIDES FOR iME MINIMUM DESIRED SIZE OF UCN PtANi. EACH PUNT SHALL HAVE A
UNIFORM AND CONSI$iENi SHAPE A$ li PERTNNS i0 THE SPECIFICA7K)NS AND PARTICUUR
SPECIES, ANY PUNT MATERUIL WNICN FNLS i0 CONFORM 70 7HE SPECIFlCAiIONS IS
SUBJECT TO REIECHON BY THE ARCHRECTkNGINEER.
14. THE OUANTIilES INDICATED ON THE PIAN$ ARE PftONDEO FOR THE 9ENEFli OF THE
GENERAL CONTRACTOR ONLY. IN THE EVENT OF A DISCREPANCY, THE OUANTIiIES ON THE
PLANS WILL JAKE PRECEDENCE OVER 7NOSE MSiEO IN THE PWJ NOTES. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR A11 ODAN110E5, CALCUUTIONS PND THE LLABNtt
PERTAINING TO 7NOSE WANTIHES ANO ANY REATED CONTRACT DOCUMENTS AND/OR PRILE
QUOTATIONS.
15. ALL TREES PlAN1ED IN UWN ARUS SHALL BE PUNTED IN A BED OF PROCESSED
SHREDDED HAROW000 NULCH 7" IN DEPTH ANO 10" i0 12" BEYOND SPREAD OF THE TREE.
i6. ALL UNDSCAPE PUNTS SHALL BE WARRANTED 01'VERIZON WIRELESS ANO REPLACED AS
REQUIRED BY VERIZON WIRElES$ FOR A PERIOD OF ONE (1J YEAR AFTER PUJJTINO.
THEREAFTER THE IXVE (1J YEAR PEA100, li SHNl BE THE PROPERtt OWNERS RESPONSIBICtt
TO REFUGE ANY DIAO PWJTINGS.
GENERAL
L TREES AND SHRUBS OVER 5' IN
HEIGHT SHALL BE GUYED.
2. CREPE PAPER TREE WRAP TO
FlRST BRANCHING (DECIOUOVS iAEES).
3. REMOVE i0P iq OF BURUP ON
ROOT BPLL.
4. PROVDE PUSTIC OR METAL FUGS
ON GUY WIRES IN OR NEPA SIDEWALKS.
i "-I m .I II$ GALV ANNEALED WIAE PND
I/1"x6" GALV NRNBUCNLES
3" SHREDDED PROCESSED 3 PER TREE (IYPICPL) EACH
HPROW000 DARK MULCH AT 720° (Z 1WISIED WIRES
ARE ACCEPTABLE ALiERNA7E
REFER TO PUNS FOR ' TO TURNBUCKLES). USE NEW
FINISH GRADE HOSE COLURS.
(7) z°.r'.z4° wooD sraKES 7° IucH roasoa SAUCER
A7 120° FLUSH WITH GRADE ON Ai EDGE OF ROOiBALL
SEi IN UNDISTURBED SOIL 'F'°' " '° BACKFILL SOIL
~ FIRMED IN B" URS
MINIMUM 1/7 OF ROOiBALL
SHALL BE EXPOSED ADOVE SET ROOT&1LL ON FIRM
EXIS-NG GRADE
" UNDISTURBED SOIL
- MIN. CIFAR
24
PROUNO RCOi BALL
Plantin Detail
1 NO SCALE
• EXIST. 6' CNNN LINK FENCE GRAS S
~ E%IST NE%iEL 45'«21'
T R E E S ~\ LFfSE AREA BOUNDARY EXIST. TELCO PEDESTAL
E%IST. NE%TEL ~ - - - - -
NON-ExClU51VE ~~~ ~
UTILItt EASEMENT
(` EXIST. NE%iEL BURIED ELECTPoC
~~\ ~,~; ~ ANO iELCO CONDUITS
Exlsi. NfzTEL unutt ~ EXIST ! N G
UOLItt EASEMENT ~`
I `~ ~~,! AGGREGATE
EXIST. UNDSCAPE I
SHRUBS TO REMAIN /~ Ir...,v - _. _.._ _ -__ .-..-..-..-__ ._ _.._
i fl^-~Y EXIST. 90' MONOPLE TOWER
o ~ I I
EXIST. WJDSCAPE \\ y ~ E%IST. NEXiEL
USEMENT EQUIP. SHEUER.
~' i~l I O-
PROPERTY LINE
~ Ex15T. lANOSCAPE
sHRUUS ro REMaN
- E%IST. UNDSCAPE
EASEMENT
IO' AUILOINC SETBACK
EXiST.
ASPHALT
PARKING LOT
I
I;
i~
I
I
VERIZON WIRELESS
45'x72' LEASE AREA
~(12) 6' AMERICAN ARBORVITAE
t0 MATCH E%IST' l-i
EXIST.
ASPHALT
PARKING LOT
Landsca a Plan ~ ®D
,• = loa
NORTH
EXIST. SEWER MH
E%IST. SEWER PIPE
I I
I
I I
I I
I
I
I I
I
I I
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I I
I I
I I
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I I
I I
I I
I I
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I I
n I I
s I I
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xOLEY HOLEY SAYS,
"DON'T
DIG
BLIND"
I -80~-~82~-5544
1,~ ~0 aN.,~BN:d.00
GTE MOBILNET OF INDIANA
LIMITED PARTNERSHIP dlbla
® ro
~VI/~e ®~
MAGTECH
SERVICES I N C
IN AFLIUAIE Of fOflNNE MflElESS INC.
1~~5 wv~~elln]`Fp@ wAYNE.NDWN a680a
FN' (1 1A91°n` (2y~i) U6-1601
.E iST" ~`.° `.a °v`
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N0. ~
9$Qu1iu °'~''
ST.%~~
REVISIONS
N0. GATE
h115 DRAWING IS COPYRIGHTED ANO IS ME SOLE
PROPERtt OF THE OWNER. R IS PRODUCED
60LELY FOR USE DY 1HE O+MER PND ITS PFFIWiES
RFPRWlIC110N CR USE OF THIS DRAWWG /NDA)R
THE INFORMAPON CONTNNED IN R IS FORBIDDEN
WITHOUT 1HE WPoNEN PERM6SION OF THE OMJEA,
DRAWN BY'. DJH
CHECKED BY: OJH
SITE NAME:
116TH & WESTFIELD
CELL SITE
LOGipN NO.:
188482
PROJECT NO.:
2008280439
SITE ADDRESS
1776 E. 116TH STREET
CARMEL, IN 46032
sHEEr rmE:
LANSCAPEPLAN,
NOTES AND DETAILS
AkE PROJECT NO.:
001.1043
SHEET NO.:
L-1
An tenna S ecifications
N0 SECTOR ANTENNA ANTENNn ELEV AZ MECH. ELEC. DIMENSION (INCHES) µiENNA MAX. EXP FEEDLINE N0. OF CABLE
. MPNUFAC7URER TYPE .
(Fi.) .
(DEG) (DEC) (DEC) HEIGHT WIDTH OEP(H ~~ (LB.j AREA (FiX) SIZE FEEDUNES STRIPING
A-I ALPHA nNTEI CELLULAR PANEL 80 70 0 0 94.5 15.2 13.2 38.0 10 0 lib" I Y-O-G
A-2 ALPHA ANTEL PCS PANEL 80 70 0 0 48.8 6.1 3.2 10.0 2.1 7/8" 2 V-Y-O-G
A-3 ALPHA ANiEI CELLVIAA PANEL 80 70 0 0 94.5 152 i3.2 38.0 10.0 7/0" I Y-W
A-4 BETA AN(EL CELLULAR PANEL 80 170 0 0 94.5 15.2 13.2 38.0 10.0 lib" I ft-O-C
A-5 BETA AATEL PCS PANEL 80 170 3 0 48.8 fi.1 3.2 10.0 2.1 7/B" 2 V-R-O-C
A-fi BETA ANNEL CELLULAR PANEL 80 RO 0 0 94.5 15.2 13.2 38.0 10.0 7/b" I R-W
A-] GAMMA PANEL LFLLUTAR PANEL 80 270 0 0 94.5 15.2 13.2 3e.a 10.0 lib" I B-O-G
A-8 GAMMA ANNEL PCS PANEL 00 270 2 0 488 fi.t 3.2 100 2.1 7/8" 2 V-B-O-G
A-9 GAMMA pNiEL CELLULAR PANEL 80 270 0 0 94.5 15,2 13.2 38.0 10.0 7/B" 1 B-W
B-BWE; G-GREEN; 0-ORANGE; R-RED; V-VOIIEi; W-WHI(E: Y-YELLOW
TOWER NOTES:
1. FACE W1DTH OF TOWER APPROX. 18" A7 ANTENN4 MWNT ELEVATION.
2. SAEEtt CLIMB CABLE ANO COMBING PEGS ROUffD UP WEST SIDE OF TOWER.
3. VER20N WIRELESS 70"x10" COAx EMRY POAi ^48" C.L. ABOVE BASE PLATE ON SOUTH SIDE OF 70VVEft. _
IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO VERIFY ALL ANTENNA INFORMATION
AGAINST FINAL RADIO ENGINEERING PLAN PROVIDED BY VERIZON WIRELESS.
SECTOR CROSS-ARM MOUNT WI
TO VPLMONT PM 87821 WITH
TRI-BRACKETS PM 801068. 3'
SFANDOFF PM 83045 AND NINE
P9PE5 P/N O.D96096" MOUNT
A-1
A-9
AZ = 270° A-8
GAMMA
IO°
P
A_2 p~P
A-3
NOTES'
I. VERIFY EACH LOAXNL LABLE LENGTH. ROUTING, AND ALL MWNTING APPURTENCES
WITH OWNER PRIOR i0 ORDERING.
2. 7HE M4%IMUM COAXIAL CPBLE LENGTH HAS BEEN ESTIMATED AT 125 FEET WITH A
CORRESPONDING CABLE DIPIAETER OF 1 5/8". (HIS CABLE LENGTH IS PPPROxIMATE
AND IS NOI TO BE USED FOP CONSTRUCHON. ACTUAL ANTENNA CABLE LENGTHS
MAY VARY FROM ESPMATED MNfIMUM LENGTH AND MUST BE'VERIFIEO.
3. TAG ALL MAIN CABLES (LABELED I-i2 71PICPL, VERIFY WITH VERIZON WIRELESS
PROJECT MPNAGERJ A7 THREE (3J LOCATIONS:
A. TOP OF TOWER AT ANTENN45
O. INSIDE EQUIPMENT SHELER NEAR THE WAVEGUIOE ENTRY PORT
C. OUiS10E EQUIPMENT SHELTER NEAR tHE WAVEGUIOE ENTRY PORT
4. EACH COAX SHALL BE SUPPORTED WI(H COLUMN GRIP (CHINESE RNGER GRIP) HUNG
FROM A J-HOOK AT TOP OF TOWER, (10' ABOVE FOR UIIICE TOWER).
5. EACH CON( SHALL BE GROUNDED AT THREE (3) LOCATIONS:
A. TOWER PUTFORM OR 7-FRAME
8. TOWER BASE '
C. OUi510E EQUIPMENT SHELTER Ai THE WAVEGUIDE ENTRY PORT
6. COAXIAL CABLES (0 BE SUPPORTED EVERY 3'-0" INJ PIAiFORM OA i-FRAME WITH
$TPINLESS STEEL HANGERS.
7, COAXIAL CAHlES 70 BE SUPPORTED EVERY 18" WITH SiNNLE55 SiEE1 FIANCERS.
8. ANTENNA CONTRACTOR RESPONSIDLE FOR FPJ3RICATING ENCLOSURE JUMPERS.
90'-0" ELEV rL
i0P OF OWE
E%ISi. PNffNNA C.L.
ea•-D" ELEV..I
VERIZON WIRELESS
ANTENNA C 1.
$IM.
NEW CALVPNIZED STEEL 2
ANTENNA MOUNTS AND
MEDIUM GRAY PANEL ANTENNA ~1
E%IST. 90' MONOPOLE TOWER
E%ISi. 30"x10" ENTRY PORT
f48" C.L. ABOVE BASE PLATE
A-7
A-5
A-6 ~ '~
n
a
A-4
~na Azimuth Detail
Z 3/16.. - 1'-0"
.~ D'_D^ ELEV.
rQ of LDWER FourlD.
ELEV.= 1818.5'
(FIN GRADE - :ala' AMSL)
Tower Elevation
1 ,..70._0.
PREfABRICAlEO SHELLER WITH LIGHT
BROWN AGGREGATE FlNISH, 1AN HVAC
UNITS, HOODS, DOORS ANO CANOPY
GTE MOBILNET OF INDIANA
LIMITED PARTNERSHIP dlbla
wireless
MAGTECH
SERVICES I N C
PN PFfILWR OF FORNNC WfRF1ESS NJC.
VI] WfIUYllX WPY, FOfli WAtNE.INOlAN4 66001
PH: (LEO) 616- ; FAY: (260) U6-E102
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03-2]-09 CONSTRUC1104 gUW1NC5
RDASIDNS
N0. DALE
(HIS DRAWING IS COPYRICHIEO AND I$ (HE SOLE
PROPERLY OF IHE OWNER. R IS PRODUCED
SIXELY fOR USE 8! THE OWNER AND RS P3FILUTES.
REPROWCHON OR USE OF 7WS OFAWRIG AND/OR
7HE INFORM4IION CONTAJNED IN li IS FOREIODEN
WI7NWT 7HE WP177EN PERM6510N OF THE OWNER.
DRAWN 01': DM
CHECxEO BY: DJH
91E NMAE:
116TH & WESTFIELD
CELL SITE
IOCAHON NO.:
188462
PROJECT NO.:
2008290439
SITE POORESS:
1776 E. 716TH STREET
CARMEL, IN 46032
SHEET PRE:
TOYVER ELEVATION,
ANTENNA SCHEDULE
NOTES AND DETAILS
AkE PROJECT NO.:
001-1043
SHEE( NO.:
A-1
34"
POLiPHASEA 16 PORT
PEEP ENTRY PANEL
~o
oo°'~ oo°~ w
I~ooo~~~ooo~ 3
l4 }/B" I4 3/B"
Wave Guide Ent
2 I~~. = L_O,.
-
IO} I/6" 7 239 I/2"
200A D15CONNEL7 AND
ELECTRIC SERVICE ENTRANCE }
B-I oPnoNaL cavERED
INTAKE LOWER WAVECUIDE ENTRY PORT
vb° mA Pvc caD wIRE L;
PENETRATION - ttP.
971
OPTIONPL TELCO SERVICE ENTRANCE MASTER GROUND BPR
t ' -
Fi! (MGE) AT 72" Afi F- RVAC
GENERATOR MUFFLER
R EXHnusr LowER i-.
`
~• 1
Lvcr
FLOORIN
~
- . .
G
ELECTRICN. EOUIPMENi
BY OWNER ~Wl
EN
I
200A PANELBOARD W/
AUTOMATIC TRANSFER SWITCH
STANDBY GENERATOR
SUPPLIED BY VERIZON WRLS
rriELCO GROUND BAR
HVAC
INSTPLLED BY FlBREBOND EMERGENCY LICHi FlRE E%TINGUISHER ~(7CB) AT 24" A.F.F.
FlRE EXTINIXIISHER
EMERGENCY LIGHT TELCO BOARD
JECUIDE
"R7 POAT B-1
E%LERIOR LICHi ~-TELCO SERVICE ENTRANCE
3 ~OPTIONAI COVERED
WAVECUIDE EN7ftY PORT
4'-0" x T-0" DOOR W/ PHOTOCELL 3'-fi" x T-0" DOOR B-I
FIELD WORN
NOTE'
^ E/ '~ uinnment Shelter Floor Plan CONTRACTOR I$RESPONSIBLE FDR INSTALLING All
EXTERIOR ATTACHMENTS FOR GENERATOR (MUFFLER,
i0 CRANE PICK UP BUILDING ' ~ , M M VENT, Ei.C), DOOR CANOPIES, aND SECUftItt LIGHTS
YIITH THE CENTER ~ 1/9" = 1'-0"
SPREADER BAR OF SPREADER BAA
BY OTHERS
SPREADER BAR
BY OTHERS RAPID ROOF COATING
CABLE SYSTEM BY CONKLIN
SPREADER BAR o CONCRETE SKIN
BY OTHERS
~G II
I I
CABLE 4" EPS FOAM INSUATION
~ `
SPREAOf /~
~
.DER BPA LOW-E WITH SPACERS
(DESICNE
OTHERS) ;NED EY
;5)
1 I
12" SNEETROCK
~
- -
CABLE ~ ~ ~~ I ~ 3/6" FRP ttPICN. ROOF SECTION AGGREGATE
~ CONCRETE SKIN
END VIEW
Offload Notes:
L EOUIPMENi SHELTER SHALL BE OFFLOADED LEVEL.
2 PLL CADLES, SHACKLING, SPREADER BARS, EiC. SHALL BE DESIGNED AND
SUPPLIED DY OTHEAS.
3. ALL LIFTING POINTS SHPl1 BE USED.
4. I I/8" MA%WUM DIAMETER FOR SHACKLES.
5. REMOVE BWICNET AFTER PUCEMENi OF SHELTER ANO INSTALL ANCHOR
TIE-GOWN PLATES (SHIPPED LOOSE INSIDE SHELTER) 0.i EACH LOCATION.
6. OFFLOAD SHELTER WITH CABLES IN VERTICAL POSITION. ANClEO POSITION
CABLES ARE NOi ACCEPTPBIE.
MARSEAL
ALL BUILDINGS MUST BE iN15 EQUIPMENT SHELTER N071NTENDEO EPS FOAM INSULADON
LIFTED FROM PlL LIFTING POINTS FOR HUMAN HABITATION 7/2" SHEETROCK
(DOUBLE WIDE) 2" CONCRETE SKIN
}/8" NUPOLY
4" FOAM BOARD INSULATION
TYPICAL WALL SECTION
Fibrebond Shelter Lifting Instructions:
1. INSPECT BUILDING UPON DELIVERY FOR DAMAGE DURING TRANSPORTATION. ttPICPL FLOOR SECTION
2. REMOVE LIFTING BRACKETS FROM SHELTER. (GENERATOR SIDE)
3. ARACH PE GOWN BRACKER i0 SHELTER AND FOUNDA-ON USING ANCHOR _ TIE BRACKET
BOLTS. I
4. INSTALL AND CAVLK ALL ACCESSORIES (E%iEFIOR LIGHT, CANOPY, ICE I/O TILE i I I I
ICE SHETLD, VENT H0005, GROUND BARS, ETC.). I
„ _. I I
5. INSPECT ROOF AND ROOF EDGE FOR DAMAGE CAUSED BY OFFLOAD AND
" I I I I
mo
- FWNDATION WALL
REPAIR IF NEEDED. CONCRETE SKIN
2 I I I I
6. INSTALL BACKER R00 PNO CAULK EXTERIOR WALLS AND ROOF. 4" FOAM BOARD INSULATION II I I I
J. INSTALL FLlSHING ON ALL INTERIOR MOD. ONES. I I I I
I I I I
9. MAKE ALL CONDUl7 ANO CABLE TRAY CROSSOVERS. TYPICAL FLOOR SECTION '- - ~ _ _ _ _ _ _ ~. _ ~
9. CLEAN INTERIOR AND COMPLETE ANY TOUCH UP PLANTING A$ NEEDED. (WUtPMENT SIDE)
10. CHECK DOOR AVaRM FOR PROPER OPERATION.
I1. CHECK UGHHNC AND NR CONDITIONING FOR PROPER OPERATION
12. INSPECT COMPLETE BUILDING FOfi COSMETICS.
3 Transverse Section
NO SCALE
GTE MOBILNET OF INDIANA
LIMITED PARTNERSHIP d/bla
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SERVICES I N C
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DI-13-09 PREUNINPNY PUN -LEASE E%HIBIT
03-2]-09 CONSTRUCTION DRAWINGS
AENSIONS
N0. 047E
MIS DRAWING IS COFTRIGNIEO AND IS THE SIXE
PROPERLY OF THE OWNER. R IS PRODUCED
SWELY FOR USE BY iNE OWNER AND RS Pf}1LN7ES.
REPRODUCTON OR USE OF M6 DRAWING uiDAR
ME INFORMAPON COMAINED IN R IS FORDIDDEN
N1THWi THE WRIi1EN PERM55gN OF 111E OWNER.
DMWN SY'. DJH
CHEp(EO BY: WN
SHE NAVE:
116TH & WESTFIELD
CELL SITE
IOCATNIN NO.:
788462
PROJECT NO.:
2008290439
SRE WDRE55:
1776 E. 716TH STREET
CARMEL, IN 46032
SHEEF PitE:
EQUIPMENT SHELTER PLAN,
SECTION AND DETAILS
ANE PRQIECi ND:
007.1043
SHEET M1rJ.:
B-1
798" MAx.
i/ROOF RIDGE
ELEV IO'-7"
GENERATOR MUFFLER
flELO WORK
48x12 DOOR
CONCRETE TRIM
T60UNOATION
ELEV. O'-6"
GRADE ®SHELTER
ELEV. 0'-0 "
I
I I
I
I
I 46 7R"
~OOOR CANOPY
PND DRIP STRIP
fIELD WORK
DOOR CANOPY
PND DRIP STRIP
FIELD WORK
I u
I m ,.~~.1:~~,~7
J~.I~T'JJ~1 HVAC UNIT
OPTIONAL COVERED
I WAVEGUIDE ENTRY PORT
I u _
I® 4Zx72.000R ~E%POSEO AGGREGATE ___
I E%TERIOR SURFACE ~ ____-
I iPN IN COLOR =__
I CFCI RECEPTACLE
I
3/4" O1A PVC IHROUCH WALL-~ ~2" PVC TELCO ENTRANCE
I
I "v ~ J
II
II
SHELTER Ha10 GRWNO
SEE ELECTRICAL ORAIVINGS
OIA. PVC THROUGH WALL I~
TELCO BOARD GROUND
SEE ELECTRICAL DRAWINGS
BOi/ROUNOATION I, 1491/4" ~ I
REFER i0
FOUNDATION DETAILS '
Front Wall Elevation
~ va^ = r-o"
42" 97 12"
I I
VAC UNIT
__=
___=
'
=
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:JO:J-:~OU I
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200A INSTPLLEO DISCONNECT
I I
OPDONAL COVERED I
WAVEGUIOE ENBY PORT
I I
E%POSE
GENERATOR VENT
FIELD WORK
XHAUST LWVER
_
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E%iERIOR SURFACE
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120 3/4" I
I I
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O
142"
E%iER10R UGH7
WIRI PHOTOCELL
FIELD WORK
II
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III/4" MA PVC THROUGH WALL III
I SHELTER HALO GROUND ///
I SEE ELECTRICAL DRAWINGS
I I
~~ End Wall Elevation
L v4^ = r-o..
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ExTERIOR LIGHT
WITH PHOTOCELL
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MAGTECH
SERVICES I N C
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I]IS MI&NAVO% Wp, iDPi W4YNE,INWWA <660f
PH: (1601 4)6-4666 ¢ fAX: (R60) ¢}6-E403
CERTIFICATION,
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0.47E
OI-13-09 PREO4INARY PW! -LEASE ESH~i
oz-n-os coNSmurnoN DRAWINO$
RLVIsroNs
ND. DATE
TFUS DRAWING IS COPYPoGHTED AND IS THE SOLE
PROPERTY OF THE pWNER. R IS PRODUCED
SIXELY FOR USE BY 1Fro ONNER uiD RS PFFRIAIES.
RFPftOWCI'XN! OR USE OF THIS IXUWING AND]OR
THE INFORWDON CONTAINED IN R IS FORBIDDEN
NITHOUi THE WPoREN PERta65roN OF 7NE OWNER.
DRAWN gY. 0.1H
CHECKED BY: 6JH
SITE NAME:
116TH & WESTFIELD
CELL SITE
I LOCATION NO.: I
188462
PROIECi NO.:
2008290439
SRE ODDRESS:
1776 E. 118TH STREET
CARMEL, IN 46032
SHEET PRE:
EQUIPMENT SHELTER
EXTERIOR ELEVATIONS
AtE PRDJECT NO.:
001.1043
SHEET NO.:
B-2
General Notes:
WORK INCLUDEB
THESE NO7E5 AND ACCOMPANYING DRAWINGS COMPLEMENT iNE PAONSIONS
AND INSiAL1AT10N5 8Y THE ELECTRICAL CONTRACTOR, OF ALL LA80R, MATERIALS
AND EQUIPMENT REQUIRED i0 INSTPLL THE ELECTRICPL WORK COMPLETE IN
CONNECTION WITH THIS VERIZON WIRELESS SITE ANO SNAIL INCLUDE, BUT NOT
BE uMITED W THE FOLLOWING:
L THE PRONSIONS, INSTALLATION, Apo GONNEC710N OF A GROUNDING ELECTRODE
SYSTEM COMPLETE RUTH A BUILDING AND SECONDARY GROUNDING, CELLULAR
TELEPHONE COMMUNICA710N5 TOWER AND CONNECTIONS TO THE INCOMING
ELECTRICAL DISTRIBUTION EQUIPMENT.
2 THE PAONSION AND INSTALLATION OF AN OVERHEAD ELECTRCAI SERVICE
OR UNDERGROUND ELECTRICAL SERVICE AND ALL A550CIATED WIRE AND
CONDUIT AS REQUIRED AND/OR INDIGTED DN PLANS.
3. THE PRONSgN, INSiALU+710N OF CONDUIT PND CONNEC710N5 FOR LOCAL
TELEPHONE SERVICE.
4. THE FURNISHING AND INSTALLATON OF THE ELECTRICAL SEMICE ENTRANCE
CONDUCTORS, CONDUITS, METER SOCKET, AND CONNECTIONS TD THE SERVICE
EQUIPMENT WITHIN THE ENCLOSURE.
5. TWO INCH (2") PNO THREE INCH (3") DIAMETER PJL CONCUIT$ SCHEDULE 40.
6. ALL PVC CONOUliS SHOULD BE LEFT WTN NitON PULL CORD FOR FUNRE USE.
7. E%CAVARON, TRENCHING, AND BACKFILUNG FOR CONOUI7(5), CABLE(S), ANO
E%iERNAL GROUNDING SYSTEM.
CODES. PERMf75. AND FEES
I. PLL REQUIRED PEAMIIS, LICENSES, INSPECRONS AND APPROVALS SHALL BE
SECURED AND ALL FEES FOR SAVE PND BY CONTRACT0,4_
2. THE INSTALLATON SHALL COMPLY W1iH PLL PfPLICPBLE CODES: STA1E,
LOCAL ANO NANONAL, ANO THE DESIGN, PERFORMANCE CHARACTEPoSTICS
ANO METHODS OF CONSTRUCNON OF ALL HEMS AND EOUIPMENi SHALL BE
IN ACCORDANCE WITH THE IAIESi ISSUE OF THE VARK)US PPPUCPBLE
STANDARD SPECIFlGTIONS OF THE FOLLOWING AUTHORIi1ES:
N.E.C. NATONAL ELECTRIC CODE
AN.S.I. AMERICPN NATIONAL STANDARDS INSTIIDTE
IE E.E. INSTNUTE OF ELECTRICAL PND ELECTRONICS ENGINEERS
A.S.i.M. PMERIGPN SOCIETY FOR TESTING MATERIPLS
N.E.M.A. NATONAL ELECTRIG61 MANUFACTURERS ASSOCIATION
U.L. UNDERWRITERS LABORA70RIE5, INC.
N.F.PA. NATONAL FlRE PROIECDON ASSOCIATION
GROUNDING ELECTRODE SYSTEM
I. CONNECNONS
PLL GROUNDING CONNECDON$ SHALL BE MADE BY iNE "CADWELO" PROCESS
CONNECNONS SHALL INCLUDE ALL CABLE i0 GBLE, SPLICES, ETC. ALL GABLE
i0 GROUND RODS, GROUND ROpS SPLICES AND LIGHTNING PAOiECTK)N SYSTEM
AS INDICATED. GROUND FOUNDATION ONLY AS INDIGTED BY PM. ALL M4TERNLS
USED (MIXOS, WELDhVG, METPL, 700!5, ETC.) SN4LL BE 8Y "CMWELp" PROCESS
PND INSTALLED PER MANUFACTURERS RECOMMENDATIONS PND PROCEDURES.
GROUND CONWCiOR SHALL HAVE A MINIMUM 24" BENDING RPOIUS.
2. Pit CADWELD CONNECDONS ON GALVPNIZED SURFACES SHALL BE CLEANED
THOROUGHLY AND COLORED T MAi H UftFAC WITH 2 7W0 COATS OF
0 C 5 E
()
SHERWIN-WILLIPAIS GALVIiE (WHILE) PNNi BBOW7 (OR EQUPL) OR SHERWIN-
WILLIPMS SILVERBRITE (ALUMINUM) 859511 (OR EQUAL).
3. ALL ELECTRICPL & MECHANICAL GROUND CONNECTIONS SHALL
HAVE ANTI-0%IOANT COMPOUND APPLIED TO CONNECTION
4. FENCE/GATE:
GROUND FENCE POS75 WITPoN 6 FEET OF ENCLOSURE ANO 25 FEET Of TOWER AS
INDICATED ON DRAWINGS. GROUND EACH GATE Po5T PNO CIXiNER P05T. GROUND
CONNECTIONS TO FENCE POS75 SHALL BE MADE BY THE "CPDWELO" PROCESS PND
INSTALLED PER MPNUFACTURER'$ RECOMMENDATIONS NVO PROCEDURES. ALL OTHER
CONNEC71ON5 FOR IHE GROUND GRID SYSffM SHALL BE M40E 01' THE "GADWELD"
PROCESS, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS PND PROCEDURES.
E%IST SEWER MH
5. UTILITY COMPANY COORDINATION:
ELECTRICAL CONTRACTCR SHALL CONFIRM THAT AIL WORK I$ IN ACCORDANCE
WITH THE RULES OF THE LOCAL UTILItt COMPANY BEFORE SUBWiiING THE
BID, 1NE CONTRACTOR SHALL CHECK WITH THE UTILItt COMPPNIES SUPPLYING
SERVCE TO THIS PROJECT AND SNPLL DETERMINE FROM THEM ALL EQUIPMENT
ANO CHARGES WHICH THEY WILL REQUIRE AND SMALL INCWDE THE C04 IN
THE BID.
fi. GROUND TEST:
GROUND TESTS SHALL BE PERFORMED AS REOUTAEp BY VERIZON STANOPRD
PROCEDURES. GROUND GRID RESISTANCE SHALL NOi ExCEED 5 OHMS.
CON7RAC70R SHALL SUBMIT THE GROUND RE5157ANCE TEST REPORT
AS FOLLOWS:
I. ONE (I) COPY TO OWNER REPRESENTATIVE
2. ONE 1)) COPY TO ENGINEER
3. ONE I COPY i0 KEEP INSIDE EQUIPNENi ENCLOSURE
RACEWAYS AND WIRING
I. WIRING OF EVERY KIND MUST DE INSiPLLEO IN CONDUIT, UNLESS NOTED
OTHERWISE. OR A5 PPPROVEp BY THE ENGINEER.
2. UNLESS OTHERWISE SPECIFIED, ALL WIRING SHALL BE COPPER (CU) TYPE
THWN, SIZED IN ACCORDANCE WITH THE NATIONAL EIECTRIGL CODE.
3. RACEWAYS SHALL BE GALVANIZED STEEL, SIZED IN ACCOROPNLE WITH THE
N LN RWI NOTED. ALL RA A
NATIONAL ELECTRICAL CODE, U LESS 0 E SE CEW YS
SHALL BE APPROVED FOR IHE INSTALLATION.
4. PULL OR JUNCTION BDxES SMALL BE PROVDED AS REQUIRED i0 FACILITATE
INSTPLlAl10N OF RACEWAYS AND WIRING. PRONDE JUNCTION PNp PULLBOXES
FOR CONDUIT RUNS WITH MORE iH4N (360) DECREES OF BENDS.
5. PRONOE A COMPLETE RACEWAY PND WIRING INSiN1AT10N, PERMhNEN7LY AND
EFFECTNELY GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE AVO LOCAL CODES.
6. ELECTRICAL PPNELBOARO SHPLL BE FURNISHED PNO INSTALLED BY aHERS.
ELECTRICAL CONTRACTOR SHPLL FIELA VERIFY EXACT LOCATION.
7. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH CRWNDINC BUSHING
CENEPAL NOTES:
SEE OETNLS AND SCHEDULES ON DRAWINGS AND SPECIFICADONS FOR MEANING OF
ABBRE',MRONS PND ADDIilONP1 REQUIREMENTS PNO INFORMATON. CHECK
ARCHITECNRAL STRUCTURAL PNO OTHER MECHPNICPL ANO ELECTRICAL DRAWINGS
FOR SCALE, SPACE LIMITARONS, COORDINATON, AND A-DITIONPL INFORMATION, ETC.
REPORT PNY DISCREPPNCIES, CONFLICTS, ETC. i0 ENGINEER BEFORE SUBMITTING BID
ALL EQUIPMENT FUftNISHEO BY OniER$ (FBO) SHALL BE PROVIDED WITH PROPER
MOTOR STARTERS, DISCONNECTS, CONTROLS, ETC. BY THE ELECTRICAL CONTRACTOR
UNLESS SPECIFlCAIIY NOTED OTHERWISE. THE ELECTRICAL CONTRACTOR SHALL
INSTALL PND COMPLETELY WIRE ALL ASSOCIATED EQUIPMENT IN ACCORDANCE WITH
MANUFACTURER'S WIRE DIAGRAMS PNO AS REQUIRED FOR A COMPLETE OPERATING
INSTALLANON. ELECTRICAL CONTRACTOR SHALL VEAIW AND COORDINATE
ELECTRICAL CHPRACTERSTC$ AND REOUIREMENiS OF (FBO) EQUIPMENT PRIOR i0
ROUGH-IN OF CONDUIT AND WIRING TO AV010 CONNL75.
COOROIIVATION WITH UTILITY CONPPNY
R INAi MP i f
tHE ELECTRICAL CONTRACTOR SHALL C00 0 E CO LE E ELECTRICAL SERVICE
WITH LOCAL UTILITY COMPANY FOR A COMPLETE OPERATIONS SYSTEM, INCLUDING
iRMISFORMER CONNECTIONS, CONCRETE TRANSFORMER PApS, IF REQUIRED, METER
K i PRIMPRT RAC AY RE UIREMEN6 SECONDARY SERVICE ETC.
SOC E 5, CABLE EW 0 ,
PRIOR TO SUBMIIDNG BID 70 INCLUDE ALL LABOR ANO MATERALS.
i R A I IN THE BID ANY QPTI NA R %
THE ELECTRIGW. CONTRAC 0 SH LL NCLUDE O L O E CE55
FACNtt CNPRGES ASSOCWTEO WITH PRONOINC ELECTRICAL SERVICE FROM LOCAL
UNLitt COMPANY. VERIFY BEFORE BIDDING TO INCLUDE P11 COSTS.
THE ELEC7RIGPl CONTRACTOR SHALL VERIFY THE AVAILABLE FAUIi CURRENT WITH
THE LOCAL UTILITY COMPANY PRIOR 70 SUBMIRING BID. ADJUST A.LC. RATINGS OF
ALL OVERCURRENi PROiECRON pEVICES IN DISTRIBUTION EQUIPMENT AS ftEDUIREp
TO COORDINATE W1TN AVAILABLE FAUU CURRENT FROM LOCP1 UBUtt COMPANY.
ALL GROUNDING ROpS PROVIDED BY THE POWER OR TELEPHONE UTILITY COMPANIES
NUSi BE TIED IN70 THE MNN E%TERNAL GROUND RING.
AN-CIPATEO E%ISi.
GROUND SYSTEM
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Utility Site Plan
I" = 30.0'
NORTH
ELECTRICAL ANO iELCO SERVICE SIAI
BY UTlutt COMPANIES SEE RISER 6
DIAGRAM SHEET E-2 FOR E-2
ADOITIONPL NFORMPTION
0 5 I$ 70 60
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ANTICIPATED E%IS7.
UNDERGROUND TELCO
ANTICIPATED E%ISi.
NATURAL GAS
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CONTRACTOR i0 COORDINATE CAS SUPPLY PRESSURE
WITH CITIZENS GAS ANO CONTRACTOR i0 SUPPLY
ANO INSTALL APPROPRWTE GAS REGULATOR i0
SUPPLY 7"-H" wC (1/2 pslg) OUTSIDE SHELTER,
RECULATCR SHALL HAVE OUTPUT CAPACItt EOVAL
7D OR GREATER THAN FULL LOAD BTU CONSUMPTION
OF THE GENERATOR -FULL CONSUMPTION RATE
fiOHZ - 1007. LOAD = 067,000 CU. Fi.MR
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UTILItt H-FRanE I'Z
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CAS SUPPLY PENETRATIIXJ ANO SEPL E-2
PENETRATION WHETHER TIGHT
CONTRACTOR i0 SUPPLY AND INSTALL
METALLIC SIGNAGE ON FENCE INDICATING
"BURIED UNDERGROUND NATURAL GAS"
GAS METER BY UTNtt COMPANY
PNO NATURAL CAS SERVCE
AY UPLItt COMPLANY
36" BELOW FINISH GRADE
naEY MoLEY snn,
"DON'T
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1-800-3,82-5544
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GTE MOBILNET OF INDIANA
LIMITED PARTNERSHIP dlbla
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wireless
MAGTECH
S E-R V I C E S I N C
Irv d3FIWR OF fOFPwE WIRFIER wC.
1115 YACNA4DX WFY. FOPi WAYNE,INGANF 66806
Pn: (260) U6-~ ~ f : (260) 686-2602
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AELFA$
DATE
OI-13-09 PREUNINPXY PLAN - LEASE IXHIBN
OJ-27-09 CONSTRUCTION DRAWINGS
FASIONS
N0. GiE
THIS DRAWING I$ COPYRIGNIED PND I$ THE SC4E
PROPERtt OF THE OWNER. IT IS PRODUCED
SOLELY FOR USE BY iFIE OWNFA PND Il$ AFFNA7E5.
RfPRODUCPON OR USE Of TH5 CRAWING ANDRIR
THE INFORMATWN CONTAINED INN 5 FORBIDDEN
WITHOUT THE WRIl7EN PERM5510N OF THE OWNER.
DRAWN BY: aH
CHECKED BY: UJH
SITE NAVE:
116TH 8A WESTFIELD
CELL SITE
lDGTNW NO.:
168462
PaaSLT No.:
2008290439
SNE PDORESS:
1776 E. 116TH STREET
CARMEL, IN 46032
SNEEi nTLE:
UTIITY AND GROUNDING
SITE PLANS AND NOTES
AkE PROJECT tq:
0o1.1oa3
SHEET NO.:
E-1
~J
BY UnLltt CCMPIANI'
UNDIS & GYR MODEL HO-7,~
200A, 3 PHASE METER ANO
DISCONNECT
SCHEO 40 PVC CONDUIT SEE ~.
RISER OWGRAM THIS SHEET
SCNED 40 PVC CONDUIT i0
VERIZON WIRELESS SHELTER
SEE RfSER OIAGRAAI THIS SHEE7
IR" DIA RIGID PVC COIJDUN
TERMINATE 18" MIN. BELOW CRAOE
3fi"x36"xl2" fflCO BOX EQUAL
70 HOFFMAN P/N A-36R3612HCR
O A-36RJ612HCR WITN 3/4" INK
VERIZON PLYWOOp BACKBOARD ((INSIDE)
WIRELESS PROVIDED ANO INSTALLED 8Y
lELCO CONTRACTOR
I/T' DIA. RIGID PVL CONDUIT
TERMINATE 18" MIN. BELOW GRADE
SCHEO 40 PVC CONDUIT TO
VERIZON WIRELESS SHELTER
SFF RISER DIAGRAM SHEET E-I
ALL MATERIAL i0 BE GALVPNIZED
UNLESS NOTED OTHERWISE
CONTRACTOR TO FIELD VERITY UNISTRUi
SPACING ANO OpANItt REQUIRED WITN
DLNCE (e. METER PALO MANUFACTUREF
MOUNTING DIMENSIONS AND INSTRUCilOI
M2 AWG BARE SOLID 7NN0 COPPER ~ ~ ~ ' p2 AWG RARE SOLID TNN° COPPER
GROUND WIRE MECHANICALLY ILL GROUND WIRE MECHANICALLY
FASTENED i0 METER CABINET FASTENED i0 iELCO HOFFMAN BOx
CADWElD.TO GROUND SYSTEM CPOWELD TO GROUND SYSTEM
I2 AWG RARE SOLID 7NN0 COPPER ~2 AWG BARE SOLID TNND COPPER
GROUND WIRE CADWELO TO H-FRAME GROUND WIRE CADWELO i0 H-FRAME
SUPPORT POST AND GROUND SYSTEM SUPPORT POST AND GROUND SYSTEM
n Utility H-Frame
L 3/16" = 1'-0'.
CONTRACTOR SHP11 BUILD INTO THE PRICE OF THE BIO
THE COST OF TWO (2) MOBIUZATIONS~
I) PoWER/rELCO PERMIT PULLED PRIOA 70 BUILDING PERMIT
PND PRELIMINPAY WORN (SMART JACK ON A STICK, ETC)
COMPIEiED PRIOR i0 GENERAL CONSTRUCTION
2) RETURN 70 COMPLETE GENERAL ELECTRICPL CONSTRUCTION
E%IST.
UTILITY POLE
aecrRlcAL coNrkncraR sFwL WIRE
SAFETY LIGHT AFTER PERMANENT
POWER HAS BEEN ES7ABp5HED
ELECTRICAL ENCLOSURE
CONTRACTOR MANUFACTURER
Box RY
Exlsr.
SHELTER MANUFACTURER
SUPPLIED 200A OISCONNECi~
200A ELECTRIC SERVICE IN
2°c, I-NaN+•y2 ckD; scllD aD
OISL PANEL BY
3 PH i0 I PH
PRONDEO AND
CONTRACTOR
12"
Utility H-Frame Unistrut Detail
1 3/16.. = I'-0"
NOTES:
CONTRACTOR i0 CCORDINATEO ALL INSPECnONS.
SHELLER MANUFACNREft
CONDUIT FROM ANO INCWDING 90 DEG ELBOW INSTALLED 200A OISCONNECiT
uP i0 ABOVE GRADE TO BE STAINLESS STEEL PND SERVCE ENTRANCE
ALl CONOUIr ELBOWS TO BE SWEEPNG 90° ONLY Ip"DV. PVC CONDUIT WITH
"
"
,
NO SHPRP BENDS EQUIPMENT 12"xl2"x8" NEMA 7R NON-METALLIC
CLAMPS
C
ENCLOSURE BO% WITH SCREW COVER FOR GROUND WIRE E%iENO
"
CONTRACTOR SHALL SUPPLY DETECTABLE METN_UC PROVIDE BEAD OF 9LICON CONDUIT 78
BELOW GRADE
FIAT "MULE" TAPE IN ALL UTNtt CONDUIT BETWEEN 4" DIA. PVC NIPPLE SEALANT AROUND PERIMETER
H-FRAME AND EQUIPMENT SHELTER rELCO SERVCE EQUIPMENT
ENCLOSURE
PANEL BOARD W/ AUTOMATIC _
' TRANSFER INSIDE SHEUEft Bf '-_),
EO ENCLOSURE MANUFACTURER ,
NEMA 3R JUNCPON BO%
o
SUPPLIED PND INSTALLEU °
BY CONTRACTOR I
OUTLINE OF ENCLOSURE
2" LB FOR FIBER CABINET DC
i1 POWER SUPPLIED AtJO INSTALLED
%~' i
'
Y ENCLOSURE FOUNOAiION
o,..- ENCLOSURE fOUNDATON
o.
~
B
CONTRACTOR. CORE GRILL ~
h, SHELTER WALL AND SEAL
ll
PENETRATION WEATHER nGHT
W 4"C PVC WITH
!II
,. u 60NG SWEEP ELBO
1 I/4" INNERDUC7 LONG SWEEP ELBOW
2"C PVC i0
UTILItt H-FRAME
PVC
PH
NEW 200A UNDERGROUND FIECTRICN.
SERVCE - CONTRACTOR r0 SUPPLY
3" HEAN' WNl PVC CONDUIT, WIRE
PRDwDED AND INSTALLED er unun
COMPPNY
SERVCE IN
ao PvL
Utility Riser Diagram
~ NO SCALE
4"G 6GHD 4D CPML Telco Electrical
° FIBER ~" BELOW 4 Service Entrance 3~ Entrance
ELESS HOFFMAN BO%
conpulT AND caeLE
CONTRACTOR SUPPLIED ANO INSTALLED 2" PVC
CONDUIT 42" BELOW CRAOE FOR FIBER CABINET
OC POWER NRN UP MIN. 12" ABOVE GRADE AT
TELCO 510E OF UDLIIY H-FRAME ANO CAP
70
coNDlnoN
o RED WARNING 7PPE
-
~ II~~~I
I
II-I I
METALLIC LOCATOR WIRE
I
I
I
- T
I
I COMPACTED GRANUUR
3 FILL
RED WARNING TAPE
- ,~ PLASTIC PIPE - CONTNUOUS
Natural Gas Service
from Meter to Generator
~ NO SCALE
RE6TOkE i0
oRICINAL cDNODroN
WAANINC TAPE AT 9" BURIAL
N6 COUNTERPOISE GROUND WIRE
FULL LENGTH OF CONDUIT RUN
COMPACTED GRANU(AR FILL
2 SCNED 40 PVC TELCO SERVICE
cokpwrs AND z scHED eo we
ELECTRICN. SERVICE CONDUITS
SEE RISER DNGRAM SHEET E-1
FOR CONDUIT SIZE AYD ROUTING
n Buried Riser Detail
V NO SCALE
GTE M081LNET OF INDIANA
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OS-27-09 CONSTRUCTION DRAWINGS
REVISKMS
N0. OAiE
iHl6 DRAWING IS COPYAIGNIED ANO IS THE SIXE
PROPERTY OF THE OWNER. R IS PRODUCED
SIXELY RIR USE 8Y 7lIE OWNER AND RS AEFlLIATFS.
REPROOUCnON OR USE OF 7H6 DRAWING MAAA
THE INfORMAnON WNTAINED IN IT I$ FORBIDDEN
WI7XCUT THE WRIREN PERMISSION OF 1HE OWNER.
DRAWN BY: OJH
CHECKED BY: O.N
517E NMAF.
116TH & WESTFIELD
CELL SITE
LOfAnON NO.:
Y88462
PRa6cr No.:
2008290439
SRE POORE6S:
1776 E. 116TH STREET
CARMEL, IN 46032
SHEET TRE:
ELECTRIC AND TELCO
UTILITY DETAILS
A&E PRCUECi NO.:
001-1043
SHEE7 N0:
E°2
STAINLESS ~ODNTING BRACKETS (1YPICAL)
COA% CABLE GROUNDING Kli WITH LONG
BARREL COMPRESSION LUG, iw0 ([)
5p 6" BOLTS AND LOCK WASHERS ONE (I)
GROUND KIT PER COAX CABLE 7
® o
COPPER INSUTATEO
(HARGEA GBI 16420)
~}2 AVVG SOLID TINNED BARE COPPER CONWCTOR~
E%OMERMICALLY WELDED TO EXTERIOR HALO GROUND
AND 70WERGROUNO BAA SUPPLED PNO INSTALL BY
ANTENNA WNTRACTOR. FlNAL CONNEC710N (EXOTHERMIC
COrvNECTION) TO E%iEAIOA HALO GROUND RING BY
ELECTRICPL CONTRACTOR
Tower Ground Bar (TGB)
NO SCALE
NOTE:
ISOUTORS TO BE uSEO ON GROUND BPR Ai BASE OF TOWER PDJACEM
i0 ICE BRIDGE ONLY GROUND BPR A7 PNTENNA ELEVATKN i0 BE
ATIACNED TO DIRECTLY i0 TOWER STEEL.
WALL MOUNTING BRACKET
HEX BOLT
0
0 0 GROUNB BAR
LOCK WASHER 8J.0 0 0
~9 LOCK WASHER
INSUUiOR ~HE% BOLT
~~Lound Bar Installation
`~ NO SCALE
I~~oo~ ~ooa~
~ ~~ ICI ~~ I
FG FENCE GROUND: EL. TO FURNISH PNO INB7ALL a2 AWG &tRE SOLfD TNND COPPER GROUND WIRE A7 FENCE 70
POST. GROUND WIRE i0 OE ROUTED ALONG FENCE POST ANO CADWELDEO FOUR (4) PU1CE5, TOP PNL, TOP
PNO BOTTOM OF CORNER POST, AND Gft0UN0 RING.
CG CA7E GROUND: SIMILAR TO FENCE GROUND (FG). E.C. SHALL FURNISH ANO INSTPLL (1) ~2 BRAIDED G4TE
JUMPER WIRE DEFWEEN THE GATE FRAME AND THE GATE POST. CONNECTIONS Ai G4TE FRAME AND GATE
POSt TO BE CADwELD.
7G TOWER GROUND: E.C. SHALL NRN16M ANO INSTALL TIE TWO (2) GROUND LEADS FROM BASE OF iOYIER OR
TOWER LEGS i0 TOWER GROUND RING. ALL CONNECDONS T BE CAOWELD.
iGB TOWER COAX GROUND BAR (iGB) : E C. TO FURNISH AND INSTALL (2) 20"x4"xl/4" TNND COPPER GROUND
BARS ON THE TOWER. ONE TO BE LOCATED A7 ANTENNA MOUNT ELEVATION (ATTACHED i0 TOWER STEEL),
THE OTHER Ai THE BASE OF TOWER ADJACENT i0 ICE DRIDGE (ISOLATED FROM TOWER STEELJ.
TCG TOWER COAX GROUND: E.C. SHALL FURNISH ANO INSTALL (2) ~2 AWG BPRE SOLID TNND COPPER GROUND
WIRES FROM TOWER COA% GROUND BAR (iGB) i0 THE GROUNDING flING. BOTH CONNECTIONS ARE CPDWELD.
IBLG ICE BRIDGE CHANNEL GROUND: E C. SHPLL FURNISH AND INSTALL (I) 12 AWG BPRE SOUO TNND COPPER
GROUND JUMPER WIRE FflOM ICE BRIDGE CHANN0. TO ICE BRIDGE POST. CONNECTION Ai ICE BRIDGE POST
ttPE VS CPDWELO, 2-HIX.E LUC CONNECTION AT ICE BRIDGE CHANNEL.
IBSG ICE BRIDC£ SUPPORT GROUND: E.C. SHALL NftNISH PNO INSTALL (I) 12 BARE SOLID TNND COPPER GROVNO
WIRE FROM ICE BRIDGE SUPPORT COLUMN TO GROUNDING RING. BOTH CONNEC7ION5 PRE CPDWELO.
MGBG MASTER GROUND &1R (MCB) GROUND: E.C. 70 E%7EN0 (2) SHELTER MANUF. SUPPLIED AND INSTALLED
N2 AWG BARE SOLID TNND COPPER GROUND WIRES THROUGH PRWIOEfI SHELTER PENETRATION i0 GROUNDING
RING CONNECTON TO GROUND RING IS CAOWELD.
ACG AlA CONDITIONER GROJNO: E.C. i0 PROV70E ANO INSTALL (I) ~2 AWG BARE SOLID TNND COPPER GROUND
WIRE FROM CABINET OF HVAC UNIT TO GROUNDING RING. CONNECTION 70 CABINET IS MECHANICAL,
CONNECTION TO GROUNDING RING IS CAOWELD (TYPICAL OF 2).
iSG iELCO SERWCE Gft0UN0: E.C. TO E%iENO SHELTER MANUF. SUPPLIED AND INSTALLED ~2 AWC BARE SOLID
TNND COPPER GROUND FROM TELCO GROUND BPR IN I/2" PVC SLEEVE TO (I) fi/8" OIAx10'-0" TNND COPPER
L1AD STEEL Gft0UN0 ROD (TOP Ai 4T' BELOW FINISH GRADE) PNO GROUND RING.
ESG 0.ECTRICPI SERNCE GROUND' E C. SFULL FURNISH ANO INSTALL 12 AWG BARE SOLID TNND COPPER GROUND
WIRE FI10M ELECTRIC SERNCE DISCONNECT TO (1) 5/B" OW.xX10'-0" TNND COPPER CIAO STEEL GROUND RCD
(TOP AT 42" BELOW FINISH GRADE) AND GROUND RING.
HC HALO CRCUND: E.C. i0 E%iEND SI% (fi) SHELTER MANUF. SUPPLIED PND INSTALLED ~2 AWG BPRE SOLID TNND
COPPER GROVNO WIRES THROUGH PRONDED SHELTER PENETRATION i0 C420UNOING RING. CONNECTION TO
GROUND RING IS CPDWELO.
EHP E%iERKIR H4TCH PLATE (POLYPHASERJ: E.C. i0 PflONDE PND INSTALL (4) 6" WIDE COPPER GROUND ARPP
FROM POLYPHABER TO COPPER SPNOWICN DAR Ai CRW NOING RING.
CLC GENERATOR COINER GROUND: EG. i0 PRONOE AND INSiPi1 (1) ~2 AWC SOLID TNND COPPER GROUND
WIRE FROM GENER4TOR LOUVER FRAME TO GROUNDING RING., CONNECTON TO LOWER FRAME IS
MECHANICAL, CONNECTION TO GROUNDING RING IS CAOWELO.
GMG GENERATOR MUFFLER GROUND: E.C. iO PRONOE ANO INSTALL L2 AWG HARE SOLID TNND COPPER GROUND
WIRE FROM GENERATOR MUFFLER i0 GROUNDING RING. SECURE Cft0UN0 WIRE TO HUFFIER WITH PIPE
CUMP (VERIFY MUFRER SIZE PRIOR 70 ORDER). CONNECTION Ai GROUNDING RING IS CADWEID.
DVC DIESEL VENT GROUND: E.C. TO PRO`nDE PND INSTALL P2 AWG BARE 6000 TNND COPPER CROVND WIRE
FROM DIESEL FUEL VENT PIPE TO GROUNDING RING. SECURE GROUND WIRE i0 VENT PIPE WiH PIPE
CUMP (VERIFY VENT PIPE SIZE PRIOR TO ORDER). CONNECTION Ai GROUNDING RING IS CADWELD.
Cft 8/B" DIA.XI O'-0" TNND COPPER CIAO STEEL GROUND ROD (HARCER 5810} DRIVEN VERTICAL TO 62" BELOW
GRADE SPA IN F 7H CROUN RODS SNPLL BE M4%IMUH I '. NN P N T 8E CAOWELD.
C G O E D 0 PLL CO EC O S 0
+ SHELTER PENETRATION: SFAL BOTH SIDES OF SHELTER PENEfRATX7N WITH SILICONE SFAAANT.
NOTE. ALL GRWND LENS AT TOWER, ICE BRIDGE SUPPORT POSTS, FENCE POSTS, GROUND DABS, ETC. TO BE ROUTED
IN 1/2" OW FLE%IBLE NON-METALLIC PVC CONDUIT. GROUND LEADS AT SHELTER 70 BE ROUTED IN 12" DIA
RICIO PVC CONDUIT SECURED i0 SHELTER WPLL OR SHELTER FOUNOAnON WNH Ai LEAST ONE (i) NON-METALLIC
CONDUIT CLAMP ('6" MAY. SPACING). CONDUIT TO BE 4" MAX. FROM CPOWELD TO iB" BELOW FINISH GRADE.
iIOR HATCH PLATE (POLYPHASER)
PVC -ANCHOR 10 WALL OVER CI
E%iER10A HATCH GROUND - 6" WIDE FLIT
COPPER RIBBON -CONNECT RIBBON i0
GROUND RING WITH A BOLTED
CONNECTION AND THEN FINALIZED WITH
A SILVER-SOLDER CONNECTION
6"xl/4" COPPER GROUND STRAP SANDWICH
SPAS - 12 INCHES ABOVE GRADE (IYP. OF 2)
COPPER GROUND STRAPS i0 BE TINNED FROM
BASE OF SHELTER i0 GROUND RING
FNISH CFAOE
CADWELD GROUND RING
IO BUSS BPR, (IYP.)
STAINLESS HARDWARE-' 1 LB2 BARE NNNED SOUR
GROUND RING.
40"x4"xl/4" TINNED 6"xi/4" COPPPER SANDWICH
COPPER BUSS BAR PUiE miH i&B COPPER SHIELD.
n Coax Entry Protection
V NO SCALE
HPRGER N0. GJ%251fi JUMPER GATE LEAF
WITH E%OTHERMIC CONNECTION
(HARGER ULTRAWELD N0.
VT251.648 CONNECTION A!
FENCE POST ANO HD25L648 Ai
TOP RNL AND N0. UWM7i0 WELD
METAL OR APPROVED EQUAL)
No. 2r, soFr OFAWN rNND
SOLID COPPER CONDUCTOR
HANGER N0. GIX2524 CAiE~ ~ _ {
JUMPER WITH E%OTHERMIC tl,Li~//U~
CONNECTON PND MARGER N0. q
VT25L54B CONNECTION AND
N0. UWMI18 WELD METAL OR
APPROVED EOVALJ
ExOiHERMIC CONNECTION
(HARGER UL7RAWELD N0.
PT2625B AND N0. UWM65 WELD
METAL OR APPROVED EQUAL)
N0. 2i, SOFT-DRAWN TNND ~
SOUO COPPER CONDUCTOR, RUN
A MIN. OF 6" BELOW fROSi
Fence and Gate
~;~ Grounding Detail
w7 NO SCALE
GLC
i0 FG
3
E-4
~ ^ ESC HG#
1=________=3-__
~__ ______'Il
II 3 I II
II
II E-4 f-4 II
II II
II II
I~ ttP II
~ 4 E6q IINSPECTION IESi WELL
I E4
L_ ___ ___ _~ ____ ____
I I I \ I I
I I Y rv~ I
I I ^ ~ I
`------HC*--
_ irP. nE wiG
RING 2
E%16T. TOWER GROUND
Shelter and Tower
I I ACG
I I ACG
I L ~
I I
II I
II
jl
-_~ HG#
Schematic
1B" = 1'-O"
CPS C
M
CIXJNECiION
C
ttP
ICE
GPS JUMPER
~~
WELD COAx GROUNDING
BY CONTRACTOR '
HARE SOLID TNND
'PER GROUND PARE
E-3 COAX CROUNOINC KIT
TNND COPPER GROUND BPR Wlih
PREFPBRICA7E0 "U-8011" MOUNTING HARDWARE
SHELTER I MOUNF ON TOWER CEG ADJACENT
TO ICE BRIDGE (iGB)
5 CAUWELD CONNECTION
E-3 TYPE VS -ttP.
IBSG IBSG
"~
CONTRACTOR TO ADJUST FOR SITE CONDITIONS
TOWER
EXIST, TOWER GROUND
TNND COPPER GROUND R00
42" BELOW GRPDE CPDWELO
CONNECTION TYPE GT - TYP
2
3/16,. - 7'-0"
`ilE INTO TOWER GROUND
RING 2 PLACES - E%OTNERMIC
CONNECTION TYPE iA
/ Tower Grounding Schematic
CONTRACTOR TO ADJUST FOR SITE CONDITIONS
77P. I I
~\ I I
CONNECTION
- TYP.
TO FG
2
2 E-3
E-4
._ _____ IEHP I_
IBCG~~
I
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LIMBED PARTNERSHIP dlbla
wireless
MAGTECH
SERVICES I N C
AN LfFlLIRIE OF FIXttUNf WIRELESS MC.
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01-13-09 PREUMINNT PVN --LNSE E%HIBR
03-Zi-09 CONSiRUCnON IXUWING$
REViS10N5
N0. D1TE
THIS CRAWNG IS COPYRIGHTED ANO IS THE Sq.E
PROPERtt OF THE OWNER R IS PRODUCED
SOIBLY FOR USE BY THE OYMER PND ITS AFFiLL4iE6.
REPRODVCPON OR USE OF iN18 gkWING AND,DR
THE INFORMA7IQV CONiAWED IN IT IS FORBIDDEN
WITHOUT iNE WRITTEN PERM5510N OF THE OWNER.
DRAWN BY: DJH
CHECKED BY: DJH
SITE NAVE'
116TH & WESTFIELD
CELL SITE
LOCABON NO.:
188462
FftO1ECT NO.:
2008290439
SITE ADg2E55:
1776 E. 116TH STREET
CARMEL, IN 46032
SHEET iRLE
GROUNDING SCHEMATICS
AND DETAILS
/hE PAO1ECi NO.:
007-'1043
SHEET NO.:
E-3
12 AWG TNND $OUD ER •
CONDUCTOR RUN FROM VE PIPE (DMG)
SECURE GROUND PARE i0 VENT PIPE
WITH 2" PIPE CLAMP - 4EPoFY VENT
PIPE SIZE PRIOR i0 ORDER
I I ~..
I I VENT PIPE
I I
I I
I I
I I
I I /2 AWG TNND SOLID BARE COPPER
I CONDUCTOR RUN FROM MUFFLER (GMC)
I I SECURE GROUND WIRE i0 MUFFLER
WITH 4" PIPE CUMP -VERIFY
EOUIPM~NT I=NCLOSURE MUFFLER SIZE PRIOR i0 ORDER
I I
I I 12 AWG TNND SOLID HARE COPPER
I I CONDUCTOR MECHANICALLY GROUNDED
i0 LOUVER FRAME GLG -REFER i0 DETAIL
I ~ EXHAUST LOWER 4/E-4 FOR ADDI-ONAL INFORMAnON
I I NON-MEiALUC CONDUIT sue-,
NPLO CND I I GfAMP AS REQUIRED
1 j NON-METPLLIC CONOU
111 1 7~I8~"L BELOW GRADE
HALO (HG) -
E%07HERMIC
BARE GOPPEft (TYPE - Gi)
INTERIOR GROUND
Shelter Groundin Elevation
3 1/4.. ~ 1.0,.
Tvoe GY
THROUGH CABLE TO SIDE OF
caounD Roo
Tvge GR
CABLE TAP TO i0P OF
ceouND Roo
Tvoe NC
THROUGH AND TAP CABLES
TO GROUNOR00
3 -1
Type XB
>
~
CROSS OF HORIZONTAL CABLES.
LAPPED AND N07 CUT
Tvoe GT
iHROUGN CADLE TO TOP
OF GROUND ROD
Yi y
Type TA
TEE CP HORIZONTAL RUN
AND TAP CABLES
Type HS
HOR120NTAL CABLE TAP TU
HCRIZONTAI. STEEL SURFACE
OR PIPE. CABLE OFF SURFACE
'ld
Tvoe W
THROUGH VERTICAL CABLE i0
VERTICAL STEEL SURFACE OR
TO THE SIDE OF EITHER
HORIZONTPL OR VERTICAL PIPE
Exothermic (Cadwe
NO SCALE
Tvge VN
HORIZONTAL CABLE TAP TO
VERTICAL STEEL SURFACE OR
THE 510E OF HORIZONTAL PIPE
(II
Type VS
CABLE TAP DOWN Ai 45° TO
VERTICAL STEEL SURFACE OR SIDE
OF HORIZONTAL OR VERnCPl PIPE
TELCO
3AR
E ONLY
SEAL OPENING WITH R.T.V.
SILICONE AFTER N2 AWG
GROUND WIRE CONNECTION
ARE COMPLETE (BOTH SIDES)
~M2 AWC MNO $QLID BORE
COPPER GROUND WIRE
8" RADIUS MINIMUM
' GROUNp RING
x10'-0' LONG
CIAO GROUND ROD
Telco Service Grounding
UNIT B2 AWG iNNDBARE COPPER
CONDUCTOR WITH LONG BARREL
COMPRESSION LUG WITH iW0 (2)
EQUIPMENT 5/I6" BOLTS PNO LOCK WASHER
ENCLOSURE SECURED i0 HVAC ENCLOSURE (ACC)
Irz° ma. Pvc coNDUIT wlrH oNE (I)
NON-METALLIC "C" CLAMP FOR
GROUND WIRE -FEED hIR00047
~~-- -- ~~ • --;~ AND EXTEND PVC CONDUIT 18"
BELOW CRAOE
b Q
S
• Y2 AWC TNND SOLID BARE
' COPPER GROUND WIRE
- _ T 8" RADIUS MINIMUM
ENCLOSURE
{ ~E%iER10R GROUND RING ENCLOSURE
EXOTHERMIC CONNECTION
(ttPE - GT) 2q" MIN ~, COPPER CUO GROUOND ROD
HVAC (ACG) /Metallic
~~l Components Grounding
Connections
SHELTER MANUFACTURER
EQUIPMENT
ENCLOSURE
ENCLOSURE FOUNDATION ~-
EXOTHERMIC CONNECnON
(TYPE GT)
24" MIN.
N2 AWG DARE 50110
NNO COPPER WIRE
EWIPMErvi THROUGH WALL PENETRAnON ANO
ENCLOSURE PVC SLEEVE BY SHELTER MANUF.
SEAL 80TH ENDS AFTER GROUND
WIRE 5 EXTENDED TO GROUND RING
12" OIA PVC CONDUIT WITH ONE
(Q METALLIC "G" CLAMP FOR GROUND
WIRE, E%lENO 18" BELOW GRADE
~,,LElectric Service Grounding
GTE MDBILNET OF INDIANA
.LI®MIT®ED PARTNERSHIP dlbla
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wireless
MAGTECH
SERVICES [ N C
pN NT1WiE OF LOPNNE WWFLESS ING.
1]15 N]LNAW% WRY, FOPT HPTNE INOWIF dfiE04
PH: (2fi0) d,M-466B~ ~ FAX: ($60) dJ6-2402
GROUND RING ea`~~~%~°e,'.; o.. o.`rl
a
UD GROUND R00 ~N'+ C,~
- ND.
GROUND RING
EXOTHERMIC
(ttPE - G7)
SCRAPE AWAY PNNi AND
PROVIDE ANTI-OXIDATION
COMPWND TO CONNEC710N
(ttPICAL)
lrz" OIA. PVC CONDUIT WITH
NON-METALLIC "C" CLwPS
FOR GROUND WIRE EXTEND
CONDUIT 18° BELOW GRADE
i-6" PVC PLUG
~6" PVC CPLO (THRD.)
TffINISH GFAOE
i7~7TT7
~~2 SOLID (TE57 LOOP)
-cROUND RING
10'x5/8" Ow. TNND
TRENCH BOitOM COPPER GROUND ROD
Grounding Inpection
~Handhole Detail
V NO SCALE
n Halo (HG) Grounding
N2 AWG TNND $OUO BARE
COPPER GROUND WIRE
8" RADIUS MINIMUM
A2 AWG TNND SOLID HARE
CCOPPER GROUND WIRE
B" R4DIU5 MINIMUM
STP,~E 'VF
RMSIONS
N0. DATE
Bus OMWING Is cDPYRfcxTED AND Is THE saE
~PROPERIY OF THE OWNER. R IS PRODUCED
SOLELY fOR USE BY TrIE OWNER 0.Np 115 ATFlLWES.
REPROWCnON OR USE OF iXlS ORAW'IMG PNp/OR
ME INFORMAHDN CONTAINED W li 5 FORaDDEN
WINOUi THE WRIIIEN PERMISSION OF iNE OWNER.
LiUWN BY: DJH
CHECKED BY: DJH
SITE NWE:
116TH & WESTFIELD
CELL SITE
LocnTKln ND.:
166462
FftOJECi NO.:
2008290439
SRE PLORESS:
1776 E. 116TH STREET'
CARMEL, IN 46032
SHEEP TRLE:
GROUNDING DETAILS
AkE PROJECT ND.:
007-1043
SHEEP NO.:
E-4
BON DOCUMENT DRAWINGS PRE INTERREUTEO.
dINC THE WORK, EACH CONTRACTOR MUST REFER TO ALL QRAWINCS.
IS THE RESPONSIBILItt OF THE GENERPL CONh2ACi0R
DIVISION Y GENERAL REQUIREMENT
SECTION 01700 -PROJECT CLOSEOUT
PART I -GENERAL
I. OBTNN AND SUBMIT RELEASES ENPBLING 7NE OWNER UNRESiRICiED USE OF THE
WORK ANO ACCESS TO SERVICES AND UTILITIES; INCLUDE OCCUPANCY PERMITS,
OPERATING CERTIFlCAiES AND SIMILAR RELEASES.
2. SUBMIT RECORD DRAWINGS, DNAAGE OR SETTLEMENT SURVEY, PROPERTY SURVEY,
PND SIMILAR FlNALRECORD INFORMPTION.
7. COMPIEiE FINAL CLEAN UP REQUIREMENTS, INCLUDING TOUCH-UP PNNDNC.
TOUCH UP PNO OTHERWISE REPAIR PND RESTORE MARRED EXPOSED fINISNES.
PPRT 2 -FINAL CLEANING
L COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE RWUESTING INSPECTION
FOR CERi1FICARON Of COMPLETION.
A. CLEAN THE PROJECT SITE, YARD AND GROUNDS, IN AREAS DISNRBED BY
CONSTRUCHON AWVITIES, INCLUDING UNDSCAPE DEVELOPMENT AREAS, OF
RUBBISH, WA57E MATERIALS, LITTER ANO FOREIGN $UBSiANCES. SWEEP PAYE
ro A sMOOTN EVEN-rfzruREO suRFACE. '
B- REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY ANO SURPLUS
MATERIAL FROM THE SITE.
C. REMOVE SNOW AND ICE TO PRONOE SPFE ACCESS TO iNE SITE AND
EQUIPMENT ENCLOSURE.
D. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD-SURFACED FlNISHES TO A
DIRT-FREE CONDIBON, FREE OF STNNS, FlLMS a4D SIMIW4 FOREIGN
SUBSTPNCES. AVO10 DISTURBING NANRN. WEATHERING OF EXTERIOR SURFACES.
E. REMOVE DEBRIS FROM LIMi iEO ACCESS SPACES, lNCLUfNNG ROOFS, EQUIPMENT
ENCLOSURE, MANHOLES, PNO SIMILAR SPACES
f. REMOVE LABELS THAT ARE NOi PERMANENT LABELS.
G. TOUCH-UP AND OTHERWISE REPAIR AND RESTORE MARRED f%POSED FINISHES
AND SURFACES. REPLACE FINISHES PND SURFACES THAT CAN NOi
SATISFACTORILY REPAIRED OR RESTORED, OR THAT SHOW ENDENCE OF REPPIft
OR RESTORAHON. DO NOT PNNi OVER "UL" AND SIMILAR LABELS, INCLUDING
ELECTRICPL NAME PLATES.
H. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.
I. DUST-OFF 411 EQUIPMENT, INCLUDING BATTERY PACKS, WITHIN EWIPMENi
ENCLOSURE.
J. STRIP, WASH AND WPX FLOOR WITHIN EOWPMENT ENCLOSURE WITH
NON-STATIC WAX.
2. REMOVPL OF PROTECTION: REMOVE TEMPORARY PROTECTION ANO FACNilES
INSTALLED DURING CONSTRUCTION i0 PROTECT PREVKJUSLY COMPLETED
INSTALU710N5 DURING THE REXVJNOER OF THE LONSiRUCTION PERIOD.
DIVISION 2: SITE WORK
SECTION 022G0 -EARTHWORK AND DRAINAGE
PART 1 -GENERAL
I. WORK INCLUDED: SEE SITE PWJ
2. DESCRIPTIONS
ACCESS DRIVE WITH TURNAROUND AEU, LEASE AREA, AND IF pppULABLE
UNDERCROUNO UhLltt EASEMENTS ARE i0 BE CON57RUCTEO i0 PftONDE A WELL
DRaNED, EASILY MP1NiaNEO, EVEN SURFACE FOR MATEAML AND EQUIPMENT
DELIVERIES PND MNNTENANCE PERSONNEL ACCESS.
3. DUALITY ASSURANCE
0. PPPLY SOIL STERILIZER IN ACCORDANCE WI1H MANUFACTURER'S
ftECOMMENOANONS (AS NEEDED).
B. APPLY AND MNNTAIN CRASS SEED AS RECOMMENDED 8Y THE SEED PRODUCER
(IF REQUIRED).
C. PUCE AND MNNTAIN VEGETATION IANOSCAPINC, If INCLUDED WITHIN THE
CONTRACT, A$ RECOMMENDED BY NURSERY INDUSTRY STANDARDS.
4. SEQUENCING
A. CONFlRM SURVEY STAKES AND SE7 EI.NAT10N STAKES PRIOR i0 ANY
CONSTRUCTION
8. COMPLETELY GRUB THE ACCESS DANE WITH IDRNAROUNp, UNDERGROUND
UTWtt EASEMENTS, (IF APPLICABLE) AND LUSE AREA PRIOR TO FOUNDATION
CONSTRUCTION, PUCEMENt OF BACKFILL AND SUB-BASE MATERAL.
C. CONSTRUCT TEMPORARY CONSTRUCTION AREA PLONG ACCESS DRIVE.
D. BRING THE LEASE PREA PND ACCESS ORYJE WNN NRNAROUND TO BASE
COURSE ELEVATK)N PRIOR TO INSTPLUNC FOUNDATION.
E. PPPLY SOIL STERILIZER PRIOR 70 PUCING RASE MATERIALS.
E GRADE SEED, FERHLIZE ANO MULCH ALL ARU$ DISTURBED BY CONSTRUCTION
(INCLUDING UNGERCROUND UDUtt FASEMENiS) IMMEDATELY AFTER BRINGING
LEASE AREA PND ACCESS DRIVE WITH NANAROUND i0 BASE COURSE
ELEVATION, WATER TO ENSURE GROWTH.
G REMOVE GRAVEL FROM iEMP0.4ARY CONSTRUCTION 20NE TO PN AUTHORIZED
' N7U OR AS DIRECTED BY PROJECT MANAGER.
H. AFTER APPLICAipNS OF FINAL SURFACES, PPPLY SOIL STERILIZER TO STONE
SURFACES.
5. SUBMITTALS
A. BEFORE CONSTRUCNON
IF LANOSLAPING IS APPLICABLE i0 THE LONTAACT, SUBMIT iW0 COPIES OF THE
UNOSCAPE PLAN UNDER NURSERY LEIIERHFAD. IF A UNDSCAPE ALLOWANCE
IVA$ INCLUDED IN 7HF CONTRACT, PAOwDE AN ITEMIZED LISTING OF PROPOSED
COSTS ON NURSERY LEIIERNUD (REFER f0 PUJJS FOR UN DSCAPING
REOUIREMENi$).
e. AFTER coNSr~
I. MPNUFACi DESCRIPTION OE PRODUCT AND WARRANtt STATEMENT ON
SOIL STERILIZED.
2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON CRASS SEED AND FERTILIZER
3. LANDSCAPING WARRANTY STATEMENT.
6. WARRPNtt
A IN AD01710N i0 THE Y/ARRANtt ON ALL CONSTRUCTION COVERED IN THE
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND
RESTORE AREA AS CLOSE TO ORIGINAL CON01710N AS POSSIBLE Ai SITE PND
SURROUNDINGS.
B. SOIL STERILIZATION APPUCAHON t0 GUPRANTEE VEGETATION FREE ROAD AND
SITE AREAS FOR ONE YEPR FROM GATE OF FINAL INSPECTION.
C. DISTURBED PREAS WILL REFLECT GROWTH OF NEW CRASS CWER PRIOR TO
FINPL INSPECTION.
D. WJOSCAPING, IF INCIUDEU WITHIN THE SCOPE OF THE CONTRACt, WILL BE
GUPRANTEEO FOR ONE YEAR FROM DATE OF FlNAL INSPECTION.
PPAT 2 -PRODUCTS
I. MAiERIP15
A SOIL STERILIZER SHALL BE EPA-RECISTEREO, PRE-EMERGENCE LIQUID'.
i07P1 KILL PHASAR CORPORA710N
PRODUCT 970 P.O. BOk 5723
EPA 10292-7 GEPRBORN, MI 40128
(313) 563-0000
PMBUSH HERBICIDE FRAMAR INDUSTRIPL PRODUCR
EPA REGISTERED 1435 MORRIS AVE.
UNION, NJ 07083
(8007 52fi-4924
B. ROAD MID SITE MAiERlP15 SHALL CONFORM TO MD07 SPECIFlCAilONS FILL
MATERIAL (UNLESS OTHERWISE NOiEO) -ACCEPTABLE SELECT FILL SHALL BE
IN ACCORDANCE WITH STATE OEPAR7MENi OF HIGHWAY AND TRANSPOAiAiION
SiPNOPRO SPEGFlCADONS.
G SOIL STABILIZER fABRIG SHALL BE MIRAFl - 500X.
-PAi 3 -EXECUTION
7. INSPECTIONS
LOCAL BUILDING INSPECi0R5 SHALL DE NO71FlE0 NO LE55 THAN 48 HOURS IN
ADVANCE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY JURISDICTION.
Z. PREPARATION
A. CLFAA TREES, BRUSH AND DEBRIS FROM LEASE PREA, ACCESS DRIVE WITH
TURN-ARWNO AND UNDER GROUND UTIUtt EASEMENTS AS REQUIRED FOR
CONSiRUC710N.
B. PRIOR i0 OTHER ESLAVATION ANO CONSTRUCTION, GRUB ORGANIC MAiERW,
TO A MINIMUM OF SIX (6)INCHES BELOW GRADE.
C. UNLESS OTHERWISE INSTRUCTED BY VERIZON WIRELESS, TRANSPORT ALL
REMOVED TREES, BRUSH AND DEBRIS FROM THE PROPERtt TO PN AUTHORIZED
LANOFIU.
D. PRIOR TO PLACEMENT OF flLl OR BASE MATERIALS, ROLL THE SQL.
E. WHERE UNSTABLE SOIL CONDITIONS PRE ENCOUNTERED, LINE THE AREAS
'~WiH STABILIZER MAT PRIOR TO PUCEMENt OF FILL OR BASE MATERIAL.
3. INSTALUTION
A. GRADE OR FILL THE LEASE MU ANO ACCESS DRIVE WITH TURNAROUND A$
REWWRED IN ORDER THAT UPON DISTRIBUTION OF SPOILS, RESUUING FROM
EXCAVAigNS. ME RESULTING GRADE WILL CORRESPOND WITH SNO SUB-BASE
WURSE. ELEVATIONS ARE TO BE CPLCUUifD FROM BENCHMPRN, FINISH
GRADES, OR INDICATED SLOPES.
B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE PNO p NOT SPREAD BEYOND
THE LIMITS OF PRDIECT AAU UNLESS AUTHORIZED BY VERZON WIRELESS
CONSTRUCTION MANAGER AND AGREED i0 BY LANDOWNER.
C. BRING THE ACCESS DRIVE WITH TURNAROUND TO BASE COURSE ELLVADON TO
FACNTATE CONSTRUCTh7N AND OBSERVATION DURING CONSTRUCRON OF THE
SITE.
0. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND.
E THE LON7RACi $HW1 INCLUDE GRADING, BANKING, AND OItCIiINC, UNLESS
OTHERWISE INDICATED.
F. WHEN IMPROVING AN EXISTING ACCESS ORNE. GRADE THE EXISTING DRIVE i0
REMOVE ANY ORGANIC MAIIER AND SMOOTH THE SURFACE BEFORE PLACING
FILL OR STONE.
C. PUCE FILL OR STONE IN SIX (6) INCH MAXIMUM LIFTS, ANO COMPACT BEFORE
PUCING NEXT LIFT.
H. THE i0P SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE (I) FOOT
BEYOND 1HE SITE FENCE (UNLESS OTHERWISE NOTED) ANO SHALL COVER THE
PAU AS INDICATED.
I. APPLY RIPFAP TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING
NtEAS, AND 411 OTHER SLOPES GREATER THAN 2:1.
J. PPPLY RIPRAP TO THE SLOES OF DITCHES OR ORNNAGE SWALES.
K- RIPRPP ENTIRE DITCH FOR 51X (fi) FEET IN ALL OIRECTgNS Ai CULVERT
OPENINGS
L. PPPLY SEED, FERTILIZER, AND STRAW COYER 70 AlL OTHER DISTURBED
ARKS, DITCHES, AND DRAINAGE SWALES, NOi OTHERWISE RIPRPPPED.
M_ UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, OR CULVERTS BE PULED
SO THAT THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER
IMMEDIATELY ADJACENT i0 SHELTER OR EQUIPMENT. IF DESIGNS OR ELEVATIONS
ARE IN CONFLICT WITH THIS, ADNSE CONSTRUCTION MANAGER IMMEDIATELY.
N. IN DITCHES WITH SLOPES GREATER THAN 103, MOUND DIVERSIONARY
HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. POSITION THE HEADWALL
Ai PN ANGLE NO GREATER THAT 60^ OFF THE DITCH UNE. RIPRAP THE
UPSTRENA 510E Of THE HEAO'NALL AS WELL AS THE DITCH FOR SIX (6) FEET
ABOVE THE CULVERT EN7WWCE.
0. MPLT SEED ANO FERTILIZER i0 SURFACE CONDITIONS WHICH WILL ENCOURAGE
ROOTING. RAKE AREAS i0 BE SEEDED TO EVEN THE SURFACE AND LOOSEN
THE SOIL.
P. SOW SEED 1N TWO DIREC110N5 IN TWICE THE OUANTIIY flECOMMENOED BY THE
SEED PRODUCER.
0. ENSURE GROWTH OF SEEDED PND UNDSCAPED PREAS, BY WATERING, UP TO
THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORN THE
BARE ARE S UNTIL COMPLETE COVERAGE IS OBIDINED.
4. FIELD OUAIItt CONTROL
COMPACT SOILS 70 MA%IMUM DENSItt IN ACCORDANCE WITH ASTM D-1557.
PREAS OF $EiREMENT wlLl BE ExCAVniEO AND REFILLED Ai CONTRACTOR'S
EkPENSE. INDICATE PERCENTAGE OF COMPAC-ON ACHIEVED ON AS-BUILT
DRAWINGS.
5. PROTECTION
A. PROTECT SEEDED PREAS FROIA EROSION BY SPREADING STRAW TO A UNIFORM
LOOSE DEPTH OF I-2 INCHES, Staff AND 71E DDWN AS REQUIRED. USE OF
EROSION CONiROI MESH OR MULCH NEi WILL BE AN ACCEPTABLE ALTERNATE.
8. PLL TREES PULED IN CONJUNCDON WITH A UNOSCAPE CONTRACT WILL BE
WRAPPED, TIED WITH HOSE PROTECTED 'HIRE, PNO SECURED i0 2" x 2" x 4'-0"
WOODEN STAKES EXTENDING iW0-FEET INTO THE GROUND ON FOUR SIDES OF
of THE TREE.
C. PROTECT PLL E%POSEO AREAS AGWNSi WPSMOUIS PNO SOIL EROSION. PLACE
STRAW BALES Ai THE INLET APPROACH i0 ALL NEW OR E%ISTINC CULVERTS.
WHERE THE SITE OR ROPD ARFA$ HAVE BEEN ELEVATED IMMEDIATELY PDJACENT
TO THE RNL UNE STAKE EROSION CONTROL FABRIC FULL LENGTH IN THE
SWALE TO PREVENT CONiAMINABON OF THE FAIL BPIIAST. ALL EROSION
CONTROL METHODS SH4LL CONFORM i0 APPLICABLE BUIIDINC CODE
REQUIREMENTS.
SECTION 02830 -FENCING AND GATE(S)
PNiT I -GENERAL
I. WORK INCLUDED
SEE PLAN FOR SUE AND LOCATION OF FENCE AND GAiE(5).
2. ONALIIY ASSUWWCE
ALL SiEEI MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFlCATION WILL BE
CrYVANIZED Oft SiaNLE55 STEEL. WEIGHT OF ZINC COATNG ON THE FABRIC SHALL
NOT BE LE55 THAN 12 OUNCES PER SQUARE FORT OF MATERIAL COVERED. POS75
SFIALL BE H07-DIPPED IN GRADE 'E' ZINC. 1B OUNCES PER SOUPRE FOOT.
3. SEOUENCINC
IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION (PRIOR
TO 1HE FENCE CONSiR0000N), FENCE POST EXCAVATION SPOILS MUST BE
CONTROLLED TO PRECLUDE CONTAWNANON OF SAID SURFACE COURSE.
4. $UBMIiTAL$
A MANUFACTURER'S DESCAIPTIYE LUERANRE
B. CERTIFICATE OR STATEMENT OF COMPLIPNCE WITH THE SPECIFICAti0N5.
PART 2 - PRODUCTS
I. FENCE MAiERW.
A. ALL FABRIC WIRE, RNLS, HARDWARE, ANO OTHER STEEL MAiEAULS SHPLL BE
HOT-DIPPED GALVANIZED.
B. FPBRIC SHALL BE SEVEN-FOOT RICH OR TO MATCH EXISTING FENCE
RSO" CMPIN UNK MESH Of N0. 9 GAUGE (O.I48") WIRE.
THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE LOP SELVAGES.
FABPoC SHPLL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS I.
C. BARBED WIRE SHALL BE DOUBLE-STRAND, 12-I/2 GAUGE PNISTED WIRE, WITH
14-GAUGE, 4-POINT ROUND BARBS SPACED ON ENE" CENTERS.
0. ALL 40575 SHALL BE SCHEDULE - W MECFNNICAI SERVICE PIPE AND $FWLL
BE ttPE 1 ASTM A-12A AND OF THE FOLLOWING DIR.
LINE 2 I/Z" SCHEDULE 40 (3" 0.0.
CORNEA 3" SCHEDULE 40 3 12" 0.0.
GATE 4" SCHEDULE 40 4 12" 0.0.
E GATE POSTS SFIALL BE E%7ENOE0 12 INCHES, INCLUDING DOME CAP, 70
PROVIDE FOR AIIACHMENT Of BARBED WIRE.
F. PLL 704 AND BRACE RNLS SHALL BE 15/8" OIA OIA SCHEDULE - 4O
MECHANICAL-SERNCE PIPE.
C. GATE FRAMES PND BRACES SHALL BE 2° DW SCHEDULE 40
MECHANICAL-SERVCE PIPE. FRAMES SNPLL HAVE WELDED CORNERS.
H. GATE FRAMES SHALL HAVE A NLL-HEIGHT VERTICPI AAACE, AND A FULL-WIDTH
HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS.
I. GATE HINGES SHP11 DE MERCHANTS METAL MODEL fi438fi HINGE ADPPTER
WITH MODEL 6409,188-DECREE ATIACHMENi.
J. THE GUOE (UTCH ASSEMBLY) SHALL BE HEAVY wDUSTPoAL DOUBLE GATE
UTCH, SEE DETAIL.
K. LATCHES AND STOPS SHALL BE PROVIDED FOR AIL G4TE5.
L PLUNGER ROD COMPLETE YIITN RECEPTOR i0 BE PROVIDED Ai THE INACTNE
LEAF OF ALL DOUBLE GATE INSTALUDONS.
M. PLL STOPS SHALL NAVE KEEPERS CAPABLE OF HOLDING THE GALE LEAF IN THE
OPEN POSITON
N. A NO. 7 GAUGE ZINC COATED TENSION WIRE $HPLL BE USED Ai THE BOTTOM
OF THE FABRIC, iERMINATEO WI7N BPND CLIPS Ai CORNER NNO G4TE POS1S.
0. A SIX" BY I/2" Ola. EYEBOLT i0 HOLD iENSgN YdRE SHALL
BE.PUCEO Ai UNE 40575.
P. STRETCHER BARS SHALL BE 3/I B' BY 3/4" OR HAVE EQUIVALENT
CROSS-SECTIONAL AREA.
Q. PLL CORNER GATE AND PANELS SHALL HAVE A 3/8" TRU55 RCO WITH
TURNBUCKLES.
R. PLL POSTS EXCEPT GALE POSTS SHP1L HAVE A COMBINATION CAP AND BARBED
WIRE SUPPORTING ARM. GATE POSTS SHML HAVE A DOME CAP.
S. OTHER HARDWARE INCLUDES BUT MAY NOT 8E LIMITED i0 hE CUPS, BAND
CLIPS AND TENSION BPND CLIPS.
T. BARBED WIRE GATE GUARDS SHALL BE FIIIED WITH DOME CAPS.
U. BARBED WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET
BOLT AND LOCK WIRE IN THE ARM.
V. N.L CAPS SHALL DE MALLEABLE IRON, DOME OR ACORN SHAPED AS
REQUIRED BY PIPE SIZE.
W. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED, 24" DIA COIL. BARBED
TAPE, STAINLESS STEEL, CYCLONE FENCE MODEL C8P i0 ttPE III SHALL BE
FURNISHED. R SHAL1 DE SUPPORTED ABOVE THE i0P RNL BY USE OF SIX (6)
WIRE BARBED WIRE N7M5 POSITIONED ATOP EACH UNF/CORNER POST.
PART 3 - E%ECMON
7. INSPECTION
i0 CONFlRM PROPER DEPTH AND DLR. OF POST HOLE E%GVATgNS. ALL POST
HOLES WILL BE EXCAVATED AS PER CONSTRUCTION DOCUMENTS.
2. INSTP1lAT10N
A. FOUNDATIONS SHALL HOVE A MINIMUM SIX (6) INCH CONCRETE CP/ER UNDER
POST.
B ALL FENCE POS75 SHALL BE VERHCN.LY PLUMB t ONE QUARTER (I/4J INCH
C. AT CORNER POSTS, GATE POSTS, PND SIDES OF Goff FRAME, FABRIC SHALL
BE ATTACHED WITH STRETCHER AND TENSION BPNO-CLIPS A7 FlFiEEN(IS) INCH
INTERVALS.
D. Ai UNE POSTS, FABRIC SHALL BE AiiACNEO WITH BPND-CUPS Ai FIFTEEN (IS)
INCH INTERVALS.
E. FABRIC SHALT BE ATTACHED i0 BRACE RNLS, tENSION WIRE ANO TRUSS RODS
WITH TIE-CLIPS AT TWO (2) f00i INTERVALS.
F. A MAXIMUM GAP OF ONE INCH WILL BE PERMIIIEO BETWEEN ilE CHAIN LINE
FABRIC AND THE FINAL GRADE.
G. GATE SHALL BE INSTALLED SO LOCKS ARE ACCESSIB_E FROM BOTH SIDES.
H. GATE HINGE BOLTS SHALL FIAVE THEIR THREADS PEENED OR WELLED i0
PREVENT UNAUTHORIZED RRAOVfN.
L CONCRETE i0 BE A MINIMUM OF 4,000 451 Ai 7DAY5. CEMENT SHALL EXCEED
ASTM C150, ttPE IIW.
3. PAOTECTON
UPON COMPIE-ON OF EREC7JON, INSPECT FENCE MATERIAL ANO PP1Ni FIELD CUTS
OR GALVANIZING BREAHS WITH 21NC-BASED PAINT, COCOA TO MATCH THE GN_VANIZED
METAL
PPPLICPBLE STANDARDS
ASTM-AI20 SPECIFICATION FOR PIPE, STEEL BUCK AND HOT-DIPPED ZINC
COATED (GALVPNIZEDJ WELDED AND SFPMLESS, FOR
ORDINARY USES.
ASTM-A123 ZINC (HOT-DIP GALVANIZED) COATING ON IRON NJD STEEL PRODUCTS.
ASTM-A153 SiANDPRO SPECIFICATION FOR ZINC COATING (HOT-DIP)
ON IRON AND STEEL HPROWARE.
ASTM-A392 SPECIFICATION FOR ZINC-COATED STEEL CHAIN UNK FENCE FABRIC.
ASTM-A49I SPECIFICAhON FOR ALUMINUM-COATED SIEEI CWUN LINK
FENCE FAB0.1C
ASTM-x525 SiPNDMD $PECIFlCATION FOR STEEL SNEEi ZINC COAtEO
(CALVANIZEO) BY THE HOT-DIPPED PROCESS.
ASTM-A570 SPECIFICAhON FOR HOT-ROLLED CARBOMSiEEL SHEET PND STRIP.
STRUCTURAL OUPLItt.
ASTM-A535 SPECIFICATION FOR ALUMINUM COATED STEEL BAREED WIRE.
FEDERPL SPECIFICATION RR-F-191- FENCING, WIRE ANO POSY METAL (AND GATES,
CHAIN LINK FENCE FABRIC, AND ACCESSORIES)
DIVISION 3: CONCRETE
SELDOM 03000 -BASIC CONCRETE MATERIALS PNO METHODS
PART 1 - GENERPL
1. WORK INCLUDED
FORMWORK, REINFORCEMENT, ACCESSORIES, CAST-IN-PLACE CONCRETE. FINISHING.
PNO CURING.
Z. INSPECTIONS
A CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT
INSPECTIONS REWIRED FOR HIS SCOPE OF WORK.
B. ALL REINFORCING SffEL SHALL BE INSPECTED ANO APPROVED 8Y THE VERIZON
WIRELESS CONSTRUCHON MANAGER PRIOR i0 PLACEMENT OF CONCRETE.
G THE VERIZON WIRELESS CONSTRUCTION MPNAGEP SHALL BE NOTIFlED NO LESS
THAN 48 HOURS IN AOVPNCE OF CONCRETE POURS.
3. QDALItt ASSURANCE
A CONSTRUCT ANO ERECT CONCRETE FORMWORN IN ACCORDANCE WITH
ACI 301 AND AG 318.
B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITH ACI 301,
ACI 319, AND ASTM AI84.
C. PERFORM CA57-IN-PLACE CONCRETE WORN IN ACCORDANCE WITH ACI 301,
ACI 3i0, AND ACI 117-90.
D. OPEN FOUNDATION TRENCHES SMALL BE INSPECTED BY VERIZON WIRELESS
CONSTRUCTION MANAGER PRIOR i0 PUCEMENt OF CONCRETE.
4. SUBMIRALS
SUBMIT CONCRETE MIX PND REINFORCING STEEL SHOP DRAWINGS FOR
APPROVAL BY YERIZON WIRELESS CONSTRUCTION MANACER/ENGINEER. THE SHOP
DRAWINGS SHALL BE SUBMIREO IN THE FORM OF TWO (2) CONCRETE MIX DESIGN
INFORMATION SHEETS AND iW0 (2J BLUELINE DRAWINGS FOR REINFORCING STEEL
PART 2 - PRODUCTS
I. REINFORCEMENT MAIERWLS
A REINFORCEMENT STEEL, ASTM A615, 60 ksi YIELD GRADE, DEFORMED BILLET
$iEEL BARS, PWN FINISH.
8. WELDED STEEL WIRE FABRIC ASTM A185 PWN TYPE IN FU7 SHEETS, PWN
FINISH.
C. CHAIRS. BOLSTERS, DAR SUPPORTS, SPACERS. SIZED AND SHPPED FOR
SUPPORTS OF REINFORCING.
D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI 315, ACI 31 &
lSHA p184
2. CONCRETE MATERW.S
A CEMENT: ASTM C150, POR7WJD 1YPE
B. FINE AND COURSE AGGREGATES: AAM C33 - IAAXIMUM SIZE OF CONCREff
AGGREGATE SHALL NOT E%CEED ;ONE (Q INCH SIZE SUITABLE FOR
INSTPLURON METHOD UTILIZED OR ONE-THIRD CLEAR DISTANCE BEHIND
OR BETWEEN REINFORCING.
C. WATER: CLUN AND NOi OETRIMENTPL TO CONCRETE
D. NR ENTRNNINC PDMIXTURE ASTM C260
E BONDING AGENT: UTEX EMULSION FOR BONDING NEW i0 OLD CONCRETE AS
MANUfACNREO 8Y DAYTON SUPERIOR.
F. NON-SHRINK GRWT: PREMIXED CWPDUND CONSISTING OF NONMETALLIC
AGGREGATE. CEMENT, WATER REDUCING PNO PT iICSINC AGENTS.
CONTINUED ON SHEET SP-2
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RENSKXI$
N0. DATE
1H5 DRAWING IS COPYRIGHTED AND IS THE SOLE
PROPERtt OF THE OWNER. R I$ PRODUCED
SOLELY FOR USE BY THE OWNER NID ITS PFFN.NfE6.
RFPROOUChON OR USE OF iHS DRAWING PND/OR
ilff 1160RMABON COMAINED IN li 5 fORBIWEN
W1HOUi 1NE WRINEN PERM65gN OF NE OWNER.
gNWN BY: DJH
CHECKED BY: DJH
yff NWE:
116TH & WESTFIELD
CELL SITE
LOCATION NO.:
188462
PROJECT NO.:
2008290439
SITE PDORE55'
1776 E. 716TH STREET
CARMEL, IN 46032
SHEEF TITLE'.
SPECIFICATIONS
Ad•E PRWECi NO.:
001-1043
SHEET N0:
SP-1
3. caNCRETE Mlx
A. CONCRETE MATERIALS SHP11 CON 0 THE PPPROPRIAiE AC I.
REOUIREMEMS FOA EXPOSED STRUCTURAL CONCRETE.
B. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94, Ali. 3.
C. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE
NSiALUiION METHOD UTILIZED AND SNNL RESULT IN DURAeIE CONCRETE
FOR LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE OURPBIUtt
REOUIREIJENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED ON THE
CONOIHONS EXPECTED AT THE SIZE. PRONOE CONCRETE AS FOLLOWS:
L COMPRESSOE STRENGTH: 4000 psi Ai 7 GAYS.
SEE IDWER MANUFACiVRER DRAWINGS FOR CAISSON CONCRETE
COMPRESSOE STRENGTH
2. SLUMP: 3 LVCHES
PART 3 -EXECUTION
I. INSERTS, EMBEDDED COMPONENTS ANO OPENINGS
A THE CONiRPCiOR SHALL COORDINATE AND CROSS-CHECK AACHRECNRAL,
BUILDING A ELEC7RICPL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS,
HANGERS, AND OTHER ITEMS REU1E0 i0 CONCRETE WORK AND SHALL ASSUME
FULL'RESPONSIBILItt FOR THE PROPER LOCATION BEFORE PLACING CONCRETE.
B. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK 70 RE EMBEOGEO
IN AND PASSING THROUGH CONCRETE MEMBERS.
G COORDINATE WORK OF OTHER SECTIONS IN FORMING AND BERING OPENING.
SLOTS, RECESSES, CHASES. SLEEVES, BOLTS, ANCHORS, ANO OTHER INSERTS.
D. INSTALL CONCRETE ACCESSORIES SiRNGHi, lfYE1 AND PLUMB.
2. REINFORCEMENT PLACEMENT
A PLACE REINFORCEMENT, SUPPORTED AND SECURED AGNNSi DISPLACEMENT.
B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, OIRi, OR OTHER
FOREIGN COATINGS.
C- WELDiNC IS PROHIBITED ON REINFORCING STEEL AND EMBEOMENTS.
D MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE J INGNES UNLESS
OTHERWISE NOTED.
E. CONCRETE COVER FROM i0P OF FWNOAiION TO ENDS OF VERTICAL
REINFORCEMENT SHALL NOT EXCEED 3 INCHES NOR BE LE55 THAN 2 INCHES,
3. PLACING CONCRETE
A NBRAIF PLL CONCRETE.
B. PLL CONCRETE WORN SHALL PDHERE i0 THE UTESi A.C I. STANDARDS FOR
WINTER POURING PNO CURING PROCEDURES IF SEASONAL CONOIitONS APPLY
4. CURING
A PFFER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING.
D. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS Ai REUTNELY CONSTANT
TEMPERATURE FOR A PERIOD NECESSARY FOR M70RAilON OF CEMENT AND
HARDENING OF CONCRETE.
5. PROVIDE HAND RUBBED SMOOTH FINISH i0 ALL E%POSED VEFDCPL FORMED
CONCRETE SURFACES.
6. FIELD WALItt CONTROL
0. SUBMT THREE (3) CONCRETE TEST CYLINDERS -TAKEN FOR EMERY IS CUBIC
YARD OR LE55. SUBMIT CONCRETE TESTS i0 iNE PRWECi MANAGER IN
ACCORDANCE WITH ASTM, C-3i N4D C-39.
B. SUBMIT ONE (1) ADDITIONAL TEST CYLINDER -TAKEN DURING COLD WUiHER
POURS, PNO CURED ON JOB SITE UNDER SAME CONOInONS AS CONCRETE
li FEPRESENTS.
C. SUBMIT ONE (I) SLUMP TEST -TAKEN FOR EACH SEi OF TEST CYLINDERS
iPKEN.
D. THE GENERAL CONTRACTOR SHALL BE SOLELY AESP048LE FOR ALL COSTS
INCURRED ASSOCIATED WITH CONCRETE TESTING.
7. DEFECTNE CONCRETE
MODIFY OR REPLACE CONCRETE NOi CONfORMINC 70 REQUIRED ONES, DETAILS
OR ELEVAnONS A7 COST DF GC. AS DIRECTED BY ARCHRECi/ENGINEER.
DIVISION 5: METALS
SECnNN 05000 -METALS
PART 1 - GENERAL
SEWON INCLUDES:
STRUCTURAL STEEL FRAMING MEMBERS, BASE PUTES, PUTES, BARS AND GROUTING
uNOER BASE PUTES.
SUBMIMALS:
SHOP DRAWINGS: INDICATE SIZES, SPACING, ANO LOCATIONS OF STRUCTURAL
MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOA05, ANO WELDED SECDONS.
QUALITY ASSURAVCE
A FABRICATE SiRUCIDRAI STEEL MEMBERS IN ACCORDANCE N'IiH P15C
SPECIFlCAnONS FOR 1HE DESIGN, FABRICATION ANO ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS.
D. PERFORM DESIGN UNDER DIRECT SUPERNSION OF A PROFESSIONAL
SiRUCIDRAI ENGINEER LICENSED IN THE STATE
PART 2 - PRODUCTS
I. MATERIALS:
A. STRUCTURAL STEEL MEMBERS:
B. STRUCTURAL TUBING:
C. PIPE:
0. BOLTS, NUTS, AND WASHERS:
E ANCHOR BOLTS:
f. WELDING MATERIALS:
G. CRWT
ASTM A5]2, GRADE 50
ASRJ A500, CAADE B
ASTM A5}, ttPE E OR S, GRADE B
ASTM A325
ASTM A307
AW$ DLL, ttPE REQUIRED FOR
MATERIALS BEING tYELDE7
NON-SHRINK TYPE, PREMIXED COMPOUND
CONSISTING OF NONMETAWC AGGREGATE,
CEMENT, WATER REDUCING AND PUSTICIZING
PDDIiNES. CAPABLE OF DEVELOPING
A MINIMUM COMPRESSOE STRENGTH
OF 7000 psi Ai 28 DAYS.
H SHOP AND TOUCH-0P PRIMER: SSPC 15, ttPE 7, REO OXIDE
I. TOUCH-UP PRIMER
FOR GALV. SURFACES: ZINC RICH TYPE
2. FABRICATION:
CONTINUOUSLY SEAL D MEMBERS BY CONiINV0U5 WELDS. GRIND Ex POSED
WELDS SMOOTH.
3. FINISH:
A PREPARE STRUCNRAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC
R. SP-1 70 SP-10 PROCEDURES.
C. 4RUC7URAL STEEL MEMBERS SHALL 6E HOi DIPPED GALVANIZED.
PART 3 -EXECUTION
I. EXAMINATION ANO PREPARATgN'
VERL~Y THAT THE FIELD CONOITION$ AAE ACCEPTABLE.
2. ERECTION:
A. ALLOW FOR ERECTION LOPDS PROVIDE TEMPORARY BRACING 70 MNNTNN
FRPMING IN ALIGNMENT UNTIL COMPLEnON OF ERECTION AND INSTALUTION
OF PERMANENT BROGINC AND BRACING.
B. FlELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
C. DO NOi FIELD CUT OR ALTER SiRUCIDRAL MEMBERS WITHOUT APPROVAL
Of tHE ARCNITECTkNGINEER.
D. AFTER ERECTION, TOUCH-UP WELDS, ABFASIONS, PND SURFACES NOT SHOP
PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER
SECTION 05000,-METALS, PART 2 - PRODUCTS, N & I. SURFACES 70 BE IN
CONTACT WITH CONCRETE NOT INCWOEO.
3. FIELD QUALITY GYINTROL
FlELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS ANO i0ROU1NC.
DNISION 16: ELECTRICAL
SECTION 16050 -BASIC ELECIRICALMATERIALS AND METHODS
L CONTRACTOR SHALL REVIEIY THE CONTRACT DOCUMENTS PRIOR 70 ORDERING THE
ELECTRICAL EQUIPMENT AIJD STARTING THE ACTUPL CONSTRUCTION. CONiAACi0R5
SHALL ISSUE A WRIREN NOTICE CF ALL FINDINGS i0 THE ARCHITECT LISTING ANY
DISCREPPNCIESOR CONFLICUNG INFORMATION.
2. ELECTRICAL PLANS, OEiPJLS AND OIACRPMS PRE DIAGRPMMAiIC ONLY. VERIFY EXACT
LOCAnONS AND MOUNTING HEIGHTS OF ELECTRICAL EQUIPMENT Win: OWNER PRIOR
i0 INSTALUnON.
3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED !N FALN
PANELBOARO, PULLBOx, JUNCTION BOX, SWITCH BOX, ETC. iNE TYPE OF TAGGING
METHODS SHALL 0E IN COMPLIANCE WITH OCCUPANONPL SAFEtt ANO HEALTH
nDMINISrRAnoN (os.nA ).
4. ALL MATERIALS PNO EQUIPMENT SHALL BE NEW PNO IN G000 WORKING CONDITION
WHEN INSTALLED AND SMALL BE OF THE BEST GRADE AND OF THE SAME
THft000H0UT FOR EACH CUSS OR GROUP OF EQUIPMENT. MAiERNLS SHALL BE
LISTED "J" WHERE APPLICABLE. MATERIALS SFU11 MEET WITH APPROVAL OF ALL
COVEANINC BODIES HAVING JURISDICTION. MA7EAUL5 SHALL BE MANUFACNREO
IN ACCORDANCE WIDI PPPLICABLE STANDARDS E57ABUSHED BY AN51, NEMA, NBFU
AND "UL" LISTED.
5. PLL CONDUIT SHALL HAVE A PULL CORD.
fi. PROVDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "A$ INSTALLED"
DRAWNCS A7 THE COMPLE710N OF THE JOB, SHOWING ACTUAL DIMENSIONS,
ROUTINGS, ANO CIRCU175.
7. ALL CIRCUIT BRFA%ERS, FUSES ANO ELECTRICAL EQUIPMENT $HPLL HAVE AN
INTERRUPTING SHORT CIACWi CURRENT i0 WHICH THEY MAY BE SUBJECTED, AND A
MINIMUM OF 10,000 A.I.C.
8. THE ENTIRE ELECTRICAL INS7ALUilON SHALL BE GROUNDED A$ REQUIRED BY UBC,
NEC AND PA.L APPLICABLE CODES.
9, PATCH, REPAIR AND PA1Ni ANY AREA THAI Hk5 BEEN DAMAGED IN THE COURSE OF
THE ELECTRICAL WORK. '
10. PlA5iIC PUTES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE ANO BUNKED
OUREiS $HA11 HAVE ENGRAVED LEMERING WHERE INDICATED ON THE DRAWINGS.
WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA IWPO-8 LIFT COVERS PUTES
SECnON 16400 -SERVICE AND DISn+IBUT10N
i. WIRE AND CPBLE CONDUCTORS SHALL BE COPPER, 600V, TYPE iHNN OR THWN,
WITH A MIN. SIZE Of X12 AWG, COLOR CODED. ALL RECiIFlER OROP$ SNPLL BE
SiRPN0E0 i0 ACCEPT CRIMP CONNECTORS.
2. PLL CHEMICAL GROUND A005 SHALL BE "UC' APPROVED.
3. METER SOCKET AMPERES, VOLTAGE, NUMBER Of PHASES SHALL BE AS NOTED ON
THE DRAWINGS. MANUFACNRED 01' MILBPNN OR APPROVED EQUAL ANO SHPLL BE
U71LItt COMPANY PPPROJEO.
4. CONDUIT:
A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH
CALVANIZEO ZINC INTERIOR PNC SHALL BE USED WHEN INSTALLED IN CR
UNDER CONCRETE SUBS, IN CONTACT WITH THE EARTH, UNDER PUBLIC
ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID
CONDUIT m CONTACT WITH EARTH SHALL BE I/2 UPPED WRAPPED WITH
HUNTS WRAP PROCESS N0. 3.
B. ELECiRICP1 MEiPLLIC TUBING SHALL HAVE U.L. LABEL, FIIIINv SHALL BE
GUND RING COMPRESSION TYPE.
C. FLEXIBLE METAWC CONDUIT SHALL HAVE U.L. LISTED LIBEL AND MAY DE USED
WHERE PERMIREO 8Y CODE. FININGS SHALL BE ".W(E" OR "SOUEEE" ttPE.
ALL FLEXIBLE CONDUITS SH4LL HAVE FULL LENGTH Gfl0UN0 WRE.
D. ALL UNDERGROUND CONDUIT SHALL BE AS NOTED ON THE DRAWINGS AT A
MINIMUM DEPTH OF 42" BELOW GRADE.
5. CONTRACTOR i0 COORDINATE WNH UTIUtt COMPANY FOR CONNECTION OF
ffMPORAR7 AND PERMANENT POWER i0 THE SIZE. THE TEMPORARY POWER PND AIL
HOOKUP COSTS ARE i0 BE PP1D BY ME CONTRACTOR.
6. PLL ELECTRICAL EQUIPMENT SHALL BE LIBELED WITH PERMANENT ENGRAVED PU571C
LABELS WITH WHITE ON BLUE BACKCRCUND LERERING (MINIMUM IERER HEIGHT
SHALL BE I/4-INCHJ. NAMERATE$ SHALL BE FASTENED WITH STAINLESS STEEL
SCREWS, NOt aDHESNE.
7. UPON COMPLEnON OF'WORK, CONDUCT CONPNUIIY, SHORT CIRCUIT, PNO FALL
POTENTAL GROUNDING TESTS A7 AN INDEPENDENT tESDNC $ERJICE ENGAGED BY
THE CONTRACTOR SHP1L 9E SUBMIRED FOR AFPftOVP1. SUBMIT TEST REPORTS
i0 PFOJECi MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK
PND LEAVE WORN IN A COMPLETE AND UNDAMAGED CONDITION.
GROUNDING ELECTRODE SYSTEM
A. PREPPRAnON
I. SURFACE PREPAFA710N:
ALL CONNECTIONS SHALL BE M40E i0 BPRE MEiP1. ALL PAINTER
SURFACES SHA0. BE FIELD INSPECTED AND MODIFIED TO ENSURE PROPER
COrvTACT. NO WASHERS PRE N.IOWED BETWEEN THE REMS BEING
GROUNDED. ALL CONNECTIONS PRE TO HAVE ANON-OXIDIZING AGENT
APPLIED PRIOR i0 INSTALLATION.
2. GROUND BAR PAEPPRATION:
ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A
NON-0%iDIZING AGENT APPLIED. NO FINCERPRINiS OR DISCOLORED
COPPER WILL BE PERMITTED.
3. SLEEVES:
ALL GROUNDING CONOUC70R5 SHALL RUN THROUGH PVC SLEEVES
WHEREVER CONDUCTORS RUN THROUGH WP11S. FLOORS OR CEILINGS. IF
CONOUCi0R5 MUST RUN THROUGH EMT, 80TH ENDS OF CONDUIT SHPLL
BE CROONDE-. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK.
B. GROUND OARS
I. ALL GROUND BARS SHALL BE I/4-INCH THICK nNNEO COPPER PLATE
AND Of SIZE INDICATEp ON DRAWINGS.
2. ALL CONNECTIONS i0 THE GROUND BAR SHALL OBSERVE THE FOLIOWINC
SEQUENCE:
A. BOLT-HEAD
B, 2-HOLE LUG
C. TINNED COPPER BUSS BAR
D. STAR WASHER
E. NUT
C. EXTERNAL CONNECTIONS
I. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC
WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE i0 CABLE,
SPLICES, TEE'S, CROSSES, ETC, PLL CABLE 70 GROUND RODS, GROUND
ROD SPLICES AND LIGNMING PROTECTION SYSTEMS PRE TO BE AS
INDICATED. ALL MATERIALS USED (MOLDS, WELDING METAL TOOLS, ETC.)
SHPLL BE BY "CAOWELD" ANO INSTALLED PER MANUFACTURER'S
RECOMMENDED PROCEDURES.
2. ALL ABOVE GRADE GRWNDING AND DONDING CONDUCTORS SHPLL BE
CONNECTED BY TWO HOLE CRIMP TYPE (COMPRESSION) CONNECTONS
(EXCEPT FOR THE ACEC AND GROUND 800) MECHPNICAL CONNECTIONS.
FITTINGS OR CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOi
BE USED. PLL CABLE i0 CABLE CONNECTIONS SHALL BE HIGH PRESSUPE
DOUBLE CRIMP 1YPE CONNECnONS. CONNECnCNS TO STRUCTURAL 4EEL
SHALL BE EXOTHERMIC WELDS.
0. GROUND 8005
ALL GROUND RODS SHALL BE 5/8-INCH DLU4ETER x 10'-0" LONG
"COPPERWELO" OR PPPROVEp EQUAL, OF THE NUMBER ANO LOCAnONS
INDICATED. GROUND RODS SHALL BE DRVEN FULL LENGTH VERTICAL IN
UNOISNRBED EARTH.
E GROUND CONDUCTORS
rLLL GROUND CONDUCi0R5 SHALL BE STANDARD TINNED SOLID BARE COPPER
ANNEALED, ANO OF SIZE INDICATEp ON DRAWINGS UNLESS N07ED OTHERWISE.
F. LUGS
1. LUGS SHALL BE 2-HOLE, LONG BARREL, STRM'O COPPER UNLESS OTHERWISE
SPECIFIED IN THE CONTRACT DOCUMENTS. LUGS SHALL 8E THOMAS ANO
BERS SERIES 4548 8E OR EQUIVALENT
A 535 MCM DLO 546BDBE
D. 262 MCM OLO 548728E
C. ~1N OLO 548628E
D. R4/0 THWN AND BARE 548668E
E ~2N THWN 548628E
F. ~2 THHN 542078E
C. 6 DLO 542058E
2. WHEN THE DIRECTION OF THE CONDUCiOA MUST CHANGE, IT SHALL 8E
GONE CPADUALLY. THE CURVATURE OF THE TURN SHALL BE GONE IN
ACCORDANCE WITH THE FOLLOWING CHART:
GROUNDING CONDUCTOR SIZE RADIUS 70 INSIDE E-GE
N0. 6 AWG TO N0. 4 AWC fi INCHES
N0. 2 AWG i0 N0. I/O AWG 8 INCHES
N0. 2N AWG TO 4/p MCM 12 INCHES
250 MCM TO 750 MCM 24 INCHES
G GROUND RING
!. -THE EXTERNAL GROUND RING ENCIRCUNC THE TOWER (IF APPLICABLE) ANO
BETWEEN iNE EQUIPMENT SHELTER PUTFOAM ANCHORS SMALL BE MINIMUM
NO 2 A'N G. SOLID HNNEO BARE COPPER LONOUCTOR IN DIRECT CONTACT
WITH LHE EARTH Ai LHE OEPTN INOICAiEO ON THE DRAWINGS CONOUCiOR
BENDS SHALL NAVE A MINIMUM BENDING RADIUS OF EIGHT (8)INCHES.
Z. TALL EXTERNAL GROUND RINGS ARE i0 BE JOINED TOGETHER 0.N0 ALL
'CONNECnONS MUST BE CAOWELOED. NO LUGS OR CLAMPS WILL BE
'ACCEPTED.
H. FENCE/GATE
:GROUND EACH G4iE POST, CORNER POST AND CATS AS INDICATED ON THE
'DRAWINGS GROUND CONNECTIONS i0 FENCE POSTS AND ALL OTHER
CONNECnONS FOR THE GROUND GRID SYSTEM SHALL BE MADE 8Y
'EXOTHERMIC WELD PROCESS, AND INSTALLED PER MMNUFACTURER'S
IRECOMMENDAilONS ANO PROCEDURES, AND SPRAYED WITH COLO-
GPLVANIZED PAINT.
9. LEES FPLL P07ENTIPL TESTS
CONTRACTOR LO CONDUCT GROUND RESISTANCE TEST IN iNE FORMAT AS
Foupws:
A FOA RAW IPNO SITE
CP,OUNO TESTS SHALL BE PERFORMED AS INDICATED ON DRAWINGS.
A RIDDLE GROUND OHHER OR THE METHOD OF USING iW0 AUXILIARY
GROUND RODS (AS DESCRIBED IN LE.EE. SiANDAR05 N0. 81-1983,
PART 1) MA7 FIE USED. THE LE E.E. METHOD REQUIRES THE USE OF PN
A.C. TEST CURRENT. THE AUXILIARY TEST RODS MUST BE SUFFICIENTLY
FAR AWAY FROM THE ROD UNDER TEST SO THAT THE REGIONS IN WHICH
THEIR RESISTANCE IS LOCALIZED 00 NOi PIERUP. THE TEST POINT
WILL BE THE GROUND ft00 AND WILL CONSIST OF THE THREE POINT FALL
OF POTENTIAL MEGGER TEST METHOD, USING THE RIDDLE NULL-BALANCE
EARTH TESTER (MEGGER I250220-2 OR EQUIVALENT)
8. EQUIPMENT PAD
L FlRSi TEST -SHALL BE WITH FOUR GROUND RODS INSTALLED, ONE A7
EACH CORNER OF THE PAD BUT NOT CONNECTED 70 THE MAN GROUNDING
BUS. FURNISH WIRE i0 CONNECT (TEMPORARY CUUJP) ALL FOUR GROUND
RODS TOCk"iHER 70 MAKE A SYSTEM TEST ARER EACH ROD IS INOINDUALLY
TESTED. IF PNY INDIVIDUAL A00 TESTS 25 OHMS OR MORE, THE ELECTRICPL
CONiRAC70R ANO OWNER'S REPRESENTATIVE SHOULD BE NOTIFIED SO THAT
THE 800 CPN BE DRIVEN DEEPER UNBL ALL FOUR RODS HAVE A
RESISTANCE OF 10 OHMS OR LESS ON A ORf DAY.
2. SECOND TEST -SHALL DE WITH THE GROUND 8005 CONNECTED, WITH ORY
SOIL PND WHEN NO STANDING WATER HAS BEEN PRESENT FOR THE PAST
TEN (10J GAYS. iNE MAXIMUM ALLOWPBIE READING IS 5 OHS 10 GROUND.
IF THE RESISTANCE OF THE ENDRE SYSTEM EXCEEDS 5 OHMS, NOTIFY THE
CONTRACTOR ANO OWNER'S REPRESENTATIVE SO THAT ADDITIONAL AND/OR
DEEPER 8005 CAN BE INSTALLED.
C, TOWER
L FlRSi TEST - SHPLL BE Wlni THREE GROUND RODS INSTALLED (MINIMUM),
EQUALLY SPACED AROUND THE TOWER FWNDAnON, BUi NOT CONNECTED
70 7NE SHELTER PAD EX7ERNP1 GROUND RING. FURNISH WRE TO
CONNECT (TEMPoRARY CUMP1 P1L THREE GROUND 8005 TOGETHER i0
MAKE A SYSTEM TEST PETER EACH 800 I$ INDMWALLY TESTED IF ANY
INOINOUAL ROD TESTS 25 OHMS OR MORE, NOTIFY THE CONTRACTOR PNO
OWNER'S REPRESENTATVE SO THAT THE ROD CPN BE DRNEN DEEPER UNTIL
ALL THREE (3) RODS HAVE A RESISTANCE OF 10 OHMS OR LESS ON A ORY
DAY.
2. SECOND TEST -SHALL BE WITH THE. GROUND RODS CONNECTOO, WITH DRY
SOIL PND WHEN NO STANDING WATER HAS BEEN PRESENT FOR THE PAST
TEN (10) DAYS, THE MAXMUM ALLOWPDLE READING IS 5 OHMS i0 GROUND.
IF THE RESISTANCE Of THE ENDRE SYSTEM EXCEEDS 5 OHMS THE
ELECTRICAL CONTRACTOR ANO OWNER'S REPRESETATIVE $HWLD DE
- NOtIFIED 50 THAI EITHER PDOIDONAL AND/OR DEEPER RODS CAN BE
INSTALLED.
0. EQUIPMENT PM AND LOWER
1. KTER THE EQUIPMENT PAD PNO TOWER GROUND RESISTANCE TEST IS
COMPLETED, CONTRACTOR SIVNI PE EOUIPMEN7 PAD E%iERNAL GROUND '
RING AND TOWER EXTERNAL GROUND RING TOGETHER. AFTER FRST AND
SECOND TEST ALL CONNECTIONS MVS7 BE MPDE USING EXOTHERMIC WELO_
NO LUGS OR CAMPS WILL BE ACCEPTED.
2. AFTER ALL THE EXTERNAL GROUND RINGS AAE TIED TOGETHER, COMPLETE
A MEGGER CHECK OF THE GROUND SYSTEM SHOULD BE DONE. THE
MA%IMUM ALLOWABLE LEADING IS 5 OHMS i0 GROUND.
IO. GROUNDING RESISTANCE TEST REPORT
UPON COMPLETION OF THE 7ESnNG FOR EACH SITE, A TEST REPORT SHOWING
RESISTANCE IN OHIMS WNH AUXILIARY POiEMIAL ELECTRODES Ai FNE (5) FEET
PNO TEN (10) FEET INTERJPLS UNlll THE AVERAGE RESISTANCE STARTS
INCREASING AND AL50 NOTE n1Ai 1D-IS PHOTOS MU57 BE TAKEN 70 PROOF
ENTIRE EXTERNAL GROUND RING SYSTEM BEFORE BACKFILL. TNO (2) SETS OF
TEST DOCUMENTS ARE OF 1HE INOEPENOENi iEStINC SERVICE TO 8E BOUND AND
SUBMITTED WITHIN ONE (I) WEEK OF WORK COMPLETION.
SECTION Ifi503 -POLES, POSTS ANO S7ANDAR05
(SINGLE MAST ANO SELF SUPPORTING i0WER51
GENERAL
A LIGHTNING ROD AND EXTENSION PIPE INCLUDING PLL APPURTENANCES, TO BE
NRNISHEO BY OWNER, IF REQUIRED.
B. PROVIDE TEMPORARY LIGHnNG FOR TOWER AS PER FPA ftEGUUilONS DURING
CONSTRUCNCN, IF REQUIRED.
C. GROUNDING:
GROUND TOWER WITH A MINIMUM OF p2 AWC TINNED SOLID DARE COPPER
CONOUC70R CA-WELDEO i0 TOWER BASE PUTS iW0 (2) GROUNDING LEADS
PER TOWER BASE PUTE.
NO EXOTHERMIC WELDS SHALL BE ATTACHED DIRECTLY TO THE MONOPOLE
TOWER SHAFT
SECTION 16745 - T<IECOMMUNICAilONS WIRING COMPONEN6
(COAXIAL ANTENNA CABLEI
L GENERAL
0. ALl MAiEAIP15, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL
BE NEW ANO OF STANDARD COMMERCIAL ODALItt.
B. CERTNN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER
TO GENERPI CONDIDONS FOR iNE USi CF DWNEA FURNISHED EQUIPMENT,
MATERIALS AND SUPPIJES FOR THESE ITEMS). THE CONTRACTOR IS
RESPONSIBLE FOR PICKUP AND DELNERY OF PLL SUCH MATERIALS
C. PLL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT
OOCUMENT$ SHALL BE SUPPLIED BY THE CONTRACTOR.
2. MATERIALS:
A COA%IPL CABLE:
I. INSiPLL COAXIAL CABLE ANO TERMINATIONS BETYIEEN PNTENNA$ AND
EQUIPMENT PER MANUFACNRER'S RECOMMENDATIONS WITH COAXIAL
GABLES SUPPORTED Ai NO MORE TRAY 3'-0" OC WUTHERPROpF ALL
CONNECi0R5 BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACNRERS'
REQUIREMENTS. TERMINATE PLL COAXIPL CABLE THREE (3J FEET IN EXCESS
OF EOUIPMENi LOCATION UNLESS OTHERWISE STATED.
2. PLL COAX RUN LENGTHS GREATER THAN I75 FEET SHALL BE I-5/8",
PLL COAX. RUN LENGTH BETWEEN 101 FEET AND I74 FEET $HPLL DE
1-I/a°, pN0 IN LENGTH LESS THAN OR EQUAL TO 100 FEET SHALL BE 7/B".
3. PNiENNA PND COAXAN. CABLE GROUNDING
A. PLL COAXIAL CABLE GROUNDING K16 ARE i0 BE INSTALLED ON STRAIGHT RUNS
OF COAXIAL GABLE (NOT MiHIN BENGSJ
4. COAXIAL CABLE IOEN7IFICAiION
A. i0 PROVDE EASY IDENDFICATION PND UNIFORM MARKING OF ANENNA CABLING,
PLASTIC TAGS SHALL BE USED AT THE
FOLLO{YING LOCAnONS.
L FIRST LOCAnON IS A7 THE END OF THE COAX NEAREST THE ANTENNA
(WHERE THE COAZUL CABLE PND JUMPER ARE CONNECTED).
2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE wAVECUlOE
ENiR! PORT.
B USE ANDREW CABLE TIES (Pi.~ 27290) TO SECURE IDENiIFlCAnON TAGS.
5. TESTING
VERIZON WIRELESS SHALL PROVIDE PN INDEPENDENT TESTING AGENCY i0 PERFORM
COAXIAL SWEEP TEST & REPORT. THE CONTRACTOR IS i0 PRONOE ONE CUMBER /
QUALIFlEO PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE
THE TEST 15 COMPLETE. THE GONTRAGTOR IS 70 PROVIDE VERIZON WIRELESS WITH
A MINIMUM OF 48 HOURS NOTICE PRIOR i0 THE TIME OF iNE SWEEP TEST.
GTE MOEILNET OF INDIANA
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