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verizo.nwireless
SITE NAME
Otter Creek Ar
{1859920) ~
PROJECT INFORMATION:
JURISDICTION: JEFFERSON COUNTY
CODE:
OCCUPANCY: N/A
ZONING: N/A
CONSTRUCTION TYPE:
LATITUDE: 34' 39'24.2985"
LONGITUDE: 92'25'40.5245"
PROJECT DATA
APPLICANT;
VERMOH WIRELESS
500 DOVE ROAD
SOUTHLAKE, TEXAS 16262
CONTACT: DENNIS FOWLER
PHONE: 1903) 530-4755
PROJECT PARTICIPANTS
DESIGNERS
ELECTRIC COMPANY
ARCHCOMM DESIGN, INC. ARCHITECTS
1840 LOCKHILLSELMA, STE. 101
ENTERGY
SAN ANTONIO, TEXAS 78213
PHONE: (210) 308.9905
FAX: (210) 308.9936
STRUCTURAL ENGINEER
I T.
I-EHMA14N ENGINEERING
TELEPHONE COMPANY
1006 BECKETT
ALLTEL
SAN ANTONIO, TEXAS 78213
PHONE: (210) 348-8889
ELECTRICAL ENGINEER
MAROD ENGINEERING
128 W. OLEANDER AVE.
LA FERIA, TEXAS 78559
PHONE: (956) 7973300
CONSTRUCTION ENGINEER
DENNIS FOWLER
SITE ACQUISITION AGENT
(903) 5304755
PEDIGO REAL ESTATE
PO BOX 1149
IMPLEMENTATION MANAGER
PILOT POINT, TEXAS 76258
SCOTT CATES
PHONE: (940) 686-2428
(682)831.3220
CONSTRUCTION MANAGER
TRACY REEVES
(662)831-3245
SITE ADDRESS
10402 STAGECOACH ROAD
LITTLE ROCK, JEFFERSON COUNTY, AR 72210
OWNER.
OTTER CREEK VILLAGE COMM ERCLAL, LLC
910 OTTER CREEK COURT
LITTLE ROCK, AR 72210
CONTACT: RALPH WILLIAMS
PHONE: (501)455.3000
PROPRIETARY INFORMATION
NOT FOR USE OR DISCLOSURE
OUTSIDE VERIZON WIRELESS
EXCEPT UNDER WRITTEN AGREEMENT
PROJECT DESCRIPTION
TH IS IS AN AP PL
D
FACILITY CONSISTING OFCOMMUNICATION EgU1PMENT,, CONN ENa
CABLES, DIRECTIONAL ANTENNAS AND GPS, THE TOTAL NUMBER
OF DIR£CTIONAL WIRELESS ANTENNAS SHALL NOT EXCEED TWENTY-
FOUR (24). THE SIZE, HEIGHT. AND DIRECTION OF THE ANTENNAS
SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. THE
WIRELESS ANTENNAS WILL PROVIDE CLEAR AND RELIABLE WIRELESS
COMM UNfCATIONS WITHIN THE EFFECTIVE OPERATIONAL AREA.
THESE IN TER C0NHECTS WILL ALLOW FOR AN INDEPENDENT
COMMUNICATION NETWORK THAT CAN CONTINUE TO FUNCTION
IF THE TELEPHONE (WIRE) SERVICE IS DISCONNECTED DURING AN
EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL
ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE
COMMUNITY AND SURROUNDING AREAS BY PROVIDING RELIABLE
WIRELESS COMMUNICATIONS AT THIS LOCATION,
DRIVINGINSTRUCTIONS
TAKE 1.30 EAST TOWARD TEXARKANA. FROM TEXARKANA CONTINUE
EAST APPROX. 128 MILES TO EXIT 128. (OTTER CREEK AREA OF
SOUTHWEST LITTLE ROCK. AR.) GO WEST ON OTTER CREEK EAST BLVD.
APPROX. 1 MILE TO HWY- 5 NORTH. TURN RIGHT AND GO 590 FEET TO
OTTER GREEK PKWY. ON THE LEFT. TURN LEFT AND GO WEST 400 FEET
A NO 8 FORERN LEFT To 150 BE H THE POSTOF ICE),ITH SITE IS BEH ND AND JUST SOUTH OF
HARVEST FOODS IN THE GRASSY AREA.
APPLICABLE BUILDING CODES AND STANDARDS
CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE
LOCAL AUTHORITY HAVING JURISDICTIONS (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND
STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:
AMERICAN CONCRETE INSTITUTE (ACI) 376, BUILDING CODE REQUIREMENTS FOR STRUCTURA L CON CRETE; AMERICAN
INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION;
TE LECOMMUNICA TfO NS IND USTRY ASSOCFAT ION (TIA) 222-F, STR UCTU RA L STANOA RDS FOR STEEL ANTENN A TOW ER AND
ANTENNA SUPPORTING STRUCTURES,
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTE
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND
M IEEE 1100 (1999)
POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT RECOMMENDED PRACTICE FOR
IEEE 062.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION
CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE")
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
FCONSTRUCTION, OR OTHER RLQUIREM2NTS, THE MOST OR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONFLICT BETWEEN A GEN RAL REQUIREMENT ANDA SPECIFIC REQVI
REMEN7 T14ESREMENT PEC FIC REQUIREMENT SHALL GOVERN.
ti:i
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I T.
VICINITY MAP :j
NOT TO SCALE •.
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Creek - . • der �
PROJECT
LOCATION Little+ Rack -10cr Creek E35g 81td
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SHEETINDEX
Tl TITLE SHEET
51 FOUNDATION PLAN B DETAILS
P1 SITE PHOTOGRAPHS
G7 GROUNDING PLAN
Cl SURVEY G2 GROUNDING DETAILS
C2 SURVEY G3 GROUNDING DETAILS
G4 TOWER GROUNDING DETAILS
Ni GENERAL NOTES G5 CONNECTION DETAILS
L7 LANDSCAPING PLAN E1 SITE PLAN e
E2 DETAIL SITE PLAN
Al SITE PLAN E3 ELECTRICAL RISER
A2 DETAIL SITE PLAN E4 ELECTRICAL SPECIFICATIONS
A3 SITE ELEVATION
A4 ANTENNA DATA. RF SHEET & 1A LETTER
ARKANSAS ONE CALL SYSTEM
D1 GENERAL SITE DETAILS CALL BEFORE YOU DIG
D2 FENCE DETAILS UNDERGROUND UTILITIES
D3 METER FRAME DETAILS 1-800-482-8998 w
D4 ROAD SECTIONS
C(§)
CALL 4E Igl1R5 BEFORE YOU Dr. DRILL. OR E.LkV
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09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
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09.10-07 ISSUE FOR CONSTRUCTION
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-1`DjnLrfY EASEMENT
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PLAT BK, E. PG. 872 f I
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LOT 5— 7 I
LS i1 n� OTTER CREEK VILLAGE
PLAT BK. E. PG. 872 L � I EGRESS CA EW&Vr
I I ! �. 3$ f SF 00.1913 .4C
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iA5LLTjlr 8r ✓71FT ^`
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°"`° ENLARGED SITE PLAN SCALE: 1" = 10' CTPm
� � 20' INCRESSJ LEGEND
a ENISTING I EGRESS E45EA46N7' PROJECT INFORMATION
BUSURVEYOR'S CERTIFICATE
BUR-DING;I o PP - POWER POLE
0 TPED - TELEPHONE RISER CENTER OF LEASE AREA COORDINATES:
0 f f The undersigned hereby certifies unto Verizon Wireless that (0) lhia survay
I x LOT 4 ' WV- WATER VALVE NAD27: drawing la bond upon an on -the -ground Survey mndr a7' the underetgnod
« LOT 3 OTTER CREEK VILLAGE I Z D April 2% 2OD7 and as to Moller, of record rcti¢g upon Abntraclor's Carlifiwlc
on
OTTER CREEK VILLAGE + -t FH - FIXE HYDRANT LAT 34' 39' 23,9647"
I Ill LONG 92' 25' 39.9635" 120%4Z-8rmewall 4 C4ivni, doted effecliVe os of May 25, 20D7, issued by
Q TOWER CENTROID ELEV. 302.2 (AMSL NGVD29 ng the Lease Pr
I Pretan Lond Records, norerf
opcHy (the "Lean, Property"]
}'� LP -LIGHT POLE knalrip described Un ShrS drvkinQ; (h] th+s suryq occuratcly Shows to the best of my
EM -ELECTRIC METE NAD63_ provided {7) the
g f ® g pan rcViaw of the existing recorded inalrumanty
'OI t r T- GM - GAS METER LAT 34' 39' 24.2985« location of any auadings, structures and other lmpnavementz situated on at theor
w I NilUB_R WREC'RON DISTANCE I W LONG 92' 25' 40.5245" wilh:n the Leash Property, (2) tho tocts found by Me
4rl I LT S 88'05'16' E 162.78 I U n 10 11 IRS -IRON ROD SFT ELEV. 302 7 (AMSL NAVD88) of said survty, (3j the courses o^d metiiured distances of lhe�p rmaTer time
` L2 N 01'25'51- E 7O 2:r IRF - IRON ROD FOUND boundaries of the Lease property, and (4) ail aetbeck Hess. vncroochmo^!s-
13 NOTES: "Iftenents and rights-of-way across, abutling ,r of}nClEn The
f ❑
-v7 N al -?.$'S1' E BENCH MARK oa Shorn on the Abstractor's Car wcate or o!herw:ae known {q prd Loose
by
.r'^rI lC 588'1¢'09 75-78' iV TBM the undersigned,
LS S 811-3408- E '13.02 `V3l❑.! y 700{000, BUILDING LINES INGRESS/EGRESS IN COMMON WITH ! along with any recording in[o7motipn For Such setback Gees,
1= E a8.8,' ESSOR, ehrragchm¢r17s, ebaemenfa and ri hh--a}".
z SURYEY SHOWN ON THIS SHEETNAS L5 S 87'5.5' 18• E 30.00' `� Iq -�`- FENCE UNE eProperty iron ,frown hereon nt 9 WOy1 (c) the Cron of the Lauda
POWER LINE LATITUDE AND LONGITUDE SHOWN HEREON ARE &15E0 ON NAD83 aeeumto So trN: nearest ,suer¢ fool, and there arc
SCALBEEN REDUCED IN SI:ALE TO FTf Tt}IS I L7 5 02.04-42- W 35.00' �"' AND ELEVATIONS NAVD 7988, np d}screpvnciea, ,onfFictX or shortages in ores w boundary Anes; dj 11m
SHEET AND THEREFORE IS NOT TO THE I La N 87'55'18` W 3000' + regal descrlpudn at7oched la' O 1sh Cagesgumay accurately stele The ,,arses and
DOCJJ IN0ICATEO, USERS OF THESE I LB N O2 -Q4'42• E 35.OD' I q VICINITY MAP MAtNET10 DECLINAIrU INFORMATION TAKEN FROM NOM WEB SITE rnooxured distunccs found in performing Its on-lhe-ground aurray; (e) nxrapt
DOCUMENTS ARE THEREFORE CAUTIONED 110 N 02'04'42' AND IS APPROXIMATE. as shown on the xurvey drawing, to the beat al TRY k^awle u
!
To OBTAIN FULL SIZE, SEALED 5l1RVEY5 I E 35.18 1 the existing rcctlydad :nalrumnnts Provided, there ore no 1 Pon some of
FOR PURPOSES OF pERMITI7NG Ary, III Lli S 87'55'18" E 200{7' {{ rr LATITUDE AND LONGITUDE FROM CPS OBSERVATIONS PERFORMED or r'ght>t`a!-roy acro,, or vbulti ar ufr () �iaible {'men;e
CONSTRUCTION, L12 S 02'04'42' w 74.45' p r7 COINCIDENT WITH 5U ,9 °9 "ting the Lease Arnperly, 2
fl[ ,y ` SUM4V, 83 NOItTFI AkERIGW OATUy aosemenfe yr righ7a-of-wry ,,rasa or ,hulling or offecFing the l.n¢sa
L1j N DS•25'S 7" E 70-00' r Property df which the underx nod
! Lf4 S 88'34'89' E 492.3• ��7 BASES OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT from the Lease Property onto an a�c nt¢n odrisad. (3) uisiblr entraochrnents
I LIS S 02 pa'42' W 35- i7 WITH SURVEY, streets, or o is 7 property, at onto eas,"ur a,
S'fTE ys, try ons of the1.aa3c Property building atruttuFaS or other
! i I LT6 N 8755'78" W 70.Op' I &L515 OF 8EAR1H improvements, of (4) via; to encroachments an the Lease Property by building
GS: GRID BEARINGS BASED ON GPS strue[ures ar OD:er lmpraven7ent3 situated on adjoin7ng prapeft
I L17 H 02'pd'42" E 36 SS' i OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY, of She Leoar Pro ori has Y {f] no portion
LI L78 N 88'5{'08" W 09.71 DTtDt fFx P y s been designated as lying Within a fiend zone at
_ L19 S D7'47-57' W 3 Uw CONVERGENCE ANGLE: -00' 14' 22' Rood p, -one wee as deaigrwad on the most recent Flood Insuronba Rein map
�SW CCOR
SEI/4 - - - - - _ �R 12 Promulgated by the Federal Emergency Monogement Agency, ,,sept os ahnwn
SEC 5 71 P. SWf4 - l - - - -L _. _ _ j 8Y GRr HIC PLOTTING ONLY, THIS PRO hprevn; d (gj this survey meets the Opp%cable requimmanta for lend surveys
` '- - 7` "%•• AREAS OUT510E OF A IDD PERTY PLAIN WfDiIN yONE a, dofined the Ivkvnsaa Minlmurn Slandords for Property Surveys and
SITE PLAN SCALE: 1" = 40' - ` - FIRM MAP COMMUNITY -PANEL NUMBER 050 A0o AI DOWN By Pot=.
NOTE: IF DRAWING IS 11"X17" yK ys 1D/F9f2001. NO SURVEYJN15 WAS DONE TO DETERMINE THIS I 7IiR
REFER TD GRAPHIC SCALE FLO0,19 20NE.
Kurus R.47? h6
R.P.L.S. a1 SURVEY PLAT CODE:
500-01S-1 W-0-05.3200.1472
ILL.
EASEMENT NOTES:
Notice doted March 8, 1874, filo March F9, 1974 {a the Public
retarded in Volume t265, Page 113. DOea not sales! the ubli
area, ,n9laaa/agrali easement Or °IB;ty casement shown hereon,
RNgS75hl Sv o! Way Permit dol -d March 18, 1975, 6W March 1B,
TArkansas Pewcr and Lfgh} Company recorded in Ycivrno
Imo• pose 267. Does not affect the lease area, ingram/egrenn
eOmmant or utirty easement shown hereon.
Easement doted May 14, 1980, filed May 28, 1960 to the City
Of Little, Rack, Arkaaeae record80
ed in Document No. 2303!_
Does not affect the leaseh¢revroaan, ingrese/agrasa easement or
uHsty a0eemant shown .
Right of Way doted .ramify 25, 1961, fired February 9, 1981 to
Mvblevale»Alexander Sewer Improvarnent D:africt ora.2 recorded
44
In Dncunlerlt No. 81-05613, Does not affect the I, ;4 area,
in9reseJegreea easement
of ylBRy easamen! Iho.m hereon,
Right of W% doted Janacry 15, 1981. 01ed February 3, 1981 to
WObtevdfe-Alexander Sewer Improvement Dislrlo! No. 142 recorded
in Document No, 81-D5623.9.2 not affact the leaae area,
in9rasa/agrees easement or utflity aarement shown homan.
Right of Way doted February 3, 1881, .,;fed Fahruo g,
In Document Me B] Sower 1 10
i^sP�rovamor+l Dhlrict No. 142 recordedcorded
ingress/egreax avaanianl or Wiry y eaxameat not el telae file n harpq �
Assignment of Easements doted May 13, 1B9I, filed dune 12,
1991 to the City Or LIHIO Rock recorded to DocumentfiledNa.
91-34438. Dose not affect the !Rican area, N .
easement or utility easement shown hereon.
Right of Way EOeemsat doled March 13, 1995, filed March 13,
1995 It the City Of Uttle Rack, Arkansas recorded &r Dace
NO. 95-14340. Does not effect the 10000 ores, i reaa a moat
easement or uflity comment shown herean,
[ogthe W FesOf int doled May 6, 9995, filed May 15, 1995
k Arkan9as recorded in Oacument No.
000a m7ent6 Or u�hvsafelact the mnnt chawna herrcon. ln9fQea/agreaa
Sulbdariw
a�nu� Let 1 Otter Creek Village Commercial
�fad Apra 26, 1998 recorded In Document No.
96-30882. AHactf north adjotner.
19- Right Way. Easement dated oecembsr 11, 1996, filed February
to Little Rock Sv ry Sewer Committee recorded In
Oacumant No. 97_70g30. General adaarnant OffeclIng entire
parent track,
Easement dated May 20, 1995, filed May 21, 1986 to Shur -Yalu
Stamps, Inc., recorded in Oectment No. 96-36552, Copy not
Stamps.
dcd.
prat
Center
r d 8111 doted Rf J[ 1. ice Let 2 Otter Creek Yflago Shopping
Center pr 1, 1997, fllcd April I. FYorarmant NO,
97-02pDO& Alf 's'p 1997 recorded !n 9
agile entire parent tract.
£deemont by thin PTOk-Ottar Crook Lot 2 filed Aprii 1. 1997
retarded in Vafunle E, Page 892, Shown hereon,
Rightof Wey Easement doted February 20, 1938, filed March 16,
No 9B the City of Llftla Rock, Arkansas recorded in Document
0161605. Shown hereon,
Flat and Bill of Assurance Lot 4 Otter Croak Monge Shopping
d
Canter da 1999- fired April 21.
Oxumen! Ma. 9-3140;. Describae 1999 recorded in
southeast vdfoMer.
Amended Bill of Assurance Lots 1, 2, and 4 Otter Craek Village
ShipP;ng Canter and Otter Croak Yliaga Commercial Subettvlslen
doted November 4, 1999, Filed November 5, 1999 recorded In
Documrrn! No, 98087308. filed
north odOiner, westerly Porton
of parent tract and aaulhRast odjofner,
Amended Airs of As"Tonce Lots 1, 2, end 4 Otter Creak Village
SnipPinQ Conlaf and Oltar Crack V;h';v Commercial Suhdivislon
date[( Fe! fury 10. 2000. f;kd February 78, 2000 recorded in
portion of 2000012967_ Affccte north odjsime wast
parent tract and soUlh¢aa! ed;Qimr_ �Y
Easement by thin Plot - Otter Croak Lot 5 fired February 7,
2001 recorded In Volume O, Paye 0004, Shown hereon.
Plat end BIII of Aaaumme. Lot 5 Ottor Croak V;goge Commercial
Subdivision dated February 7, 200t, flied February 7, 2007 to
the Public recorded in Oacument No. 20DTOD9452 Shown
hereon; Gus" portion of pgmfl iroct.
Plot and Bill of Aeaurance Tat 5 doted February 22, 2001, filed
February 22, 2004 to the PubFc corded in Oxumont No.
2OOT013152. Affects eoelafy portionreof Parent boat.
LEASE AREA
BEING a t Ool of fond ailuuted in the Southeast Quarter of iha
SOushwaas OuaRaf of seethe $, Township 1 South, Range 13
West, til" Rsak, of County, At6u,,,es .,no going giluotad
In Let 2. Olter Creek Vliloge Corny c,k l Suadlvv'wn vccord'ng to
the vfat Ihnnof RL•vrdea kr Rat @Oak E, Pugs 877. Plat
Rvcarda, Pr+WsW County, Arkaeava, and being out of and e
portion ail that eerlaln track o9 kind conveyed to Otter Crack
YliggR Cammorcid, LL.C., by Ou4craim Deed doted Au u
ZOO 5, and rvca, ad Lv Document No. 2L1o50 I 9 sS 8,
Records, Pufoakl Courrry, rVToonsaa, and being
91, Data
dentribed qs falfawe: ng mora perticu"
COMMENCING at the saulhwaat eomsr of cold Southeast Quarter
of the Southwest 4u
FJ arter of SacUm 5, TawnehiP 1 South, Rang&
West THENCE South 88 dogree, 36 minutes 16
Cant- v distance of 162.78 tent to a Paint; 'THENCEseconds North at
North 01
agrees 25 minutes 51 seconds East, goosing at v dl
2.40 feat the southwestcorner v[ said tot 2 vial continuing
along the wast fine of said tot 2 for o total efetance of 338,63
feat to a point' THENCE leaving said wart tine, South 68
degrees 34 minutes 09 seconds East o dielams of 38,81 feet
10 0 5/8• iron rod set with cap marked 1WEB8-1472- for the
POINT OF BEGINNING hereof.,
THENCE South 67 degree 55 minutes 18 saconde Fast, a
diatsnce of 30.00 teat to o S/e` iron ran se! with EDP marked
�B-1472'; THENCE South
bleat, v diatoaxa If 02to a 5/8, Iron rod sdegrees minutes inutes 42 sacands
35.pO fuel et with cop
marked 'WEg11-1472'; 7HENGE North 87 dvgroes W rninutas IS
seconds Wast, a diatenee or 30,00 fast to a 5/8' iron red set
what cap marked 'WEBS -1472'; THENCE North 62 degrees 04
manulee 42 eeeonds East, a distance or 35 00 feet to the POINT
OF BEGINNING hereof and c0ntofnkag 0.024} cares or 1,050
square fnet of land, more or lass.
10' UTILITY EASEMENT
BEING d tract of fond situated In the Southeast Quartor of the
South.eal Quarter of sila0ah 5. Tonrnship 1 Sa !h. Rol i3
Wee! Little Rack, aylpsll; COunty. Aekanras, 0%0 being SiNg:ed
In Lot 2, Oltcr Creek Vgagc Commorskll Subdlvlsian oecardinq to
'he PIC, thereof recorded In plat Book E page 672, Pial
Pafliva of thetkeertain tap t¢Of Aland conveyedtoOf an�f [k
Yifq7gqa Commercial, ILC., by Ouitchim N-4 dated August 8.
2fI�5, and rocMded in DRcvment No, 2005078499, 0e4d
described pas fallorra: Cousty' Arkansas, and being mora Particularly
COMMENCING at the southwest earner of said Southeast OUDrier
of the SOrrlhwadt Quarter of Section 5, Township 1 South, Range
13 West; THENCE South 88 de
East, a gree 30 mvaulad 16 seconds
dstance v! 762,78 feet to a Point; THENCE North 01
268r4D feat minutes 51 aatgnda East,
tHIPassing at 0 diebance of
along the wesYnetrcfwa�o-trdCO" of said Lot 2 and continuing
feet in the POINT CF SEGfNNrN 2 for a fatal distance of 365.18
NG hdreof;
THENCE continuing along void wast Ane, North 01 degrees 25
minutes 51 Records East, a distance of 10.00 feet to a Paint;
, South $B degrees 34 minutes 69
THENCE fabling said west Ilse
seconds East, a dlalOncO Of 49,23 feat to a Point; THENCE
South 02 11e9fcas 04 minutes 42 avconda West, 0 distance of
36.87 feat to a Point. Ram- being on the north line of the
87ae Men described hereon; THENCE along said north INR, North
egmee 55 minutes I8 a00111da Weal, a distance of 1 D.00
feet to v 5/8• Iran rod set with fop marked 'WEBS -1472';
THENCE North 02 da04 minutes 42 seconds East, e
d,elance of 25.5$ featct to to a Point; 'HENCE North 88 degrxe 34
minutes 09 adearlds West, a distance of 39.11 feat to the
POW OF BEGINNING hereof and containing 0.0174 acres or 758
square feet of fond, mere or leas.
VICINITY MAP
SITE
OrrickRecle
ULc
20'INGRESS/EGRESS EASEMENT
BEING 0 boot of land ;tuoted in the Southeast Quorler of the
southwest Oudrtpr of Section 5, Township a South, Range 13
Weft, (,hila Rock. P++loak; County. Arkansas+also aalnq si;ue[ed
in Lot 2, Oiler Creek YIICtjn Commvralal Suheiviaian according[ to
the pkat 'mreef recordetl PMBook [, Paye 872, Plot
eRcCards, Puraakt County, Arkansas. and in Lot 5. Oiler Creek
9ag" Commercial SvG, pageb lMsivn according to the plot thereof
Cvunly. Arkane0s, corded in plot kbeing 004. Pll t Records, Pulaski
eanain',feet of rand conveyed portto" of that
LLC„ by Ouilclaim Freed doled /law Otto! Crook VOoge Cammercial.
Document No, 7005078491, gust B, 2005, and ro.ordvd in
Arkansas, and beingmore Deed Records, Pulaski County.
pertieulorly do4Cn�ed on ralfows:
COMMENCING at the southwest comer or mid Sauthaost warter
of the Southwest Quarter of Sect;an 5, Township I South, Iia
13 Wall; THENCE South 86 degree 36 minutes 18 Bananas n9e
East, a distance of 152,78 feet to a Point; THENCE North Ol
dogreeo 28 minules 51 wends Ewa, a distance of 268,40 teat
to a Paint, name belay the Southwest comer of said Lot 2;
OTHENCE along the south line of sold Lot 2, South 89 degreae
34 minutes GO second. East, a dlelems of 43.02 feet to the
POINT OF BEGINNING hereof;
THENCE Ieavtng said south line. North 02 degrees 04 minutes 42
secondan thessouth li distance! liar Idoses -15 vreofact described human. THENCE
along the 4aulh pie of sold lease area, South 07 degrees 55
minutes is seaonas East, a distance o! 20.00 leaf to a Point;
THENec icer Wo said south Itna, South D2 degrees OS minalva
42-eeardd Waal, a drdance of 14.95 feat to d Pont; 71,M:
South $8 deggr ail 34 minutva 09 secunda feel, d dlataaos o{
383.45 rant td a Pofnt, norm baing on the wast rightt ai-way
Ilse of Arkansas Hiqhway No. S (Stagecaech Road -
South 07 dy rhe n42 THENCE olOrtg word west right-of-woy Env,
e9 ednutee 51 seeunde Wast, a distance of
20.1$ r -el to o Point. THENCE feovi said west right-of-way
line, 2 88 da9reaa 34 minutes 09 seconds West, a distance
of 122,17 feet to a Point; THENCE North 88 degrees 34 minutes
09 seconds Wont, a diutdnca of 279.32 feet to the POINT OF
BEGINNING and cant0tving 6,1917 cares or 8,351 square fest at
land, more at leas.
PROJECT INFORMATION
CENTER OF LEASE AREA COORDINATES:
NAD27t
LAT 34 39' 23.9847•
LANG 92' 25' 39.9635`
Ell"' 302.2 (-Sl_ NGV029)
NAD83:
LRT 34' 39' 24.2985'
LONG 9Q' 25' 40,5245'
ELEV. 302.1 (WSL. NAVDBB)
NOTES:
INGRESS/EGRESS IN COMMON WITH LESSOR
tATITUDE AND LONGrruoE SPI -OWN HEREON ARE BASED ON
AND EI.E.VAPONS NAVD 1988, NADB3
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOAA WEB SITE
AND IS APPROXIMATE
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY, 1983 NORTH AMERICAN DATUM,
BASIS OF ELEVATION; GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SVRVEy.
BASIS OF BEARINGS; GRID BEARINGS BASED ON GPS
D391E VATIONS PERFORMED COINCIDENT WITH SURVEY.
CONVERGENCE ANGLE: -00' 14' 22'
By GRAPHIC PLOTTING ONLY, TMS PROAI:RTy IS Wraft IONE
AREAS OUTSIDE OF A 100 YR, FLOOD PLAIN AS SHOWN By
F%RM MAP COMMUNRY-PANEL NUMBER OSOleTQO91F, DATED
FLOOD
1p/1910NODL NO SURVEYING WAS DONE TO DETERMINE THIS
SURVEYOR'S CERTIFICATE
Tha undcrOlgnod hereby car0fres unte Nanton Wirvlaaa thick (a] this survey
drawing is boxed upon an on-Iha-ground aurray mode by the underasgned an
APHf 20, 2007 and aI to matters of rceard reties upon Abalr¢ctois Carlifieate
1(20792 -Bracewell it Giu9ek., dated offeclive as of May 2$ 2007. issued
Pby
1eclpd Lend Records, eavering the Lease Properly (Ins Levee Property)
dexcribed on this drgw:nq; (b) 04 survey accurataly oho" 1v the best of my
knowledge upon r4vlvw of the errst, recorded inoitume:u[s Prondad (t) fly
location of any Wild -.ng>, etnreWros andother improvements aitudlad an Or
+w,thin [he Lroee Prah¢j {2] the facts found by the undersigned at the time
o! sold survey, (3j Iha courses and measured aatom03 of iha pcdme:rr
baundarlea of the Lrasa Property, and (4) elf setback Finae, anervoemeter a.
u�ffmOrlis and rights-of-woy across. apulting ar atleClfnq ins Leastr Praaarty.
shown 4n the AbdlractKa Cerltlicete or atherwlyd known la of Observed b
the und";9ried, along with spy ritRwaiOy Iniwrnotlen far aeon setback lined, ,
Pro�hnta, eaaemenls and righty -of -way; (c) the arae of the Leola
fdi3e poneleshown hereon is oocurate to the no"n"t square feat, and there ore
no diacr¢pandea, conflicts or shortages in arca or boundaryfines; (d) tha
legal dasclPtion attached to thin survey oacuratety state the courses and
maosured dlitencaa found in parinmdng the on-iha-ground survey; (a) except
as shown on the aurwey drawing. to the !seek of my knowledge upon review of
the existing recorded instruments provided, there are no (1) vlafbia casements
or rights-of-way across or abutting or affecting the Leona Property, (2)
eProperlyomets' r nghts-of--way across or abutting or affecting the La."
xhigh the Mndpraigaad has bean advised, (S] '621611 Rr+Croochrnenla
from the Lease Property onto on adjacent praA4rly,
or arta edeernedoc
strcrlsr Or Orissa. by any of the Lease Property bumn9 strucrurae of other
+mnrovp manta, or (4) vfaible &"TOOchmanla an the Lease Property by building
of the1INclures or Areeda "Ovemcnta sitvalad on adjolninq pmpartr, (f) no parllon
flpad as ty as heti des;gnalod m lY+n9 within a flood Zone or
Lease
arae as doeigna[ed on the most repent flood rneurehce Ra
Pr0awxgated by the Federal Emergency Monogoment Agency, atscpt da shoytehMap
hereon; an (g) this survey nests the
as defined Iha apPllcoble requirements for land surveys
/lrkombf Mintmum Standards for Property Survsye and
Plots'.
Hunte. cab SURVEY PLAT CODE;
R.P.LS. / 472
500-012-13W-0.05.320.60.1472 IT=
LEGEND
O
PP - POWER POLE
°
TPED - TELEPHONE RISER
•
WV- WATER VALVE
FH - FIRC HYORW
1
T
TOWER CENTROID
X
LP - LIGHT POLE
IS
EM - ELECTRIC METER
GM - GAS METER
•
IRS - IRON ROD SET
'
IRF - IRON ROD FOUND
TBM
BENCH MARK
7777777-, BUILDING LINES
—
FENCE UNE
—6'r POWER LINE
VICINITY MAP
SITE
OrrickRecle
ULc
20'INGRESS/EGRESS EASEMENT
BEING 0 boot of land ;tuoted in the Southeast Quorler of the
southwest Oudrtpr of Section 5, Township a South, Range 13
Weft, (,hila Rock. P++loak; County. Arkansas+also aalnq si;ue[ed
in Lot 2, Oiler Creek YIICtjn Commvralal Suheiviaian according[ to
the pkat 'mreef recordetl PMBook [, Paye 872, Plot
eRcCards, Puraakt County, Arkansas. and in Lot 5. Oiler Creek
9ag" Commercial SvG, pageb lMsivn according to the plot thereof
Cvunly. Arkane0s, corded in plot kbeing 004. Pll t Records, Pulaski
eanain',feet of rand conveyed portto" of that
LLC„ by Ouilclaim Freed doled /law Otto! Crook VOoge Cammercial.
Document No, 7005078491, gust B, 2005, and ro.ordvd in
Arkansas, and beingmore Deed Records, Pulaski County.
pertieulorly do4Cn�ed on ralfows:
COMMENCING at the southwest comer or mid Sauthaost warter
of the Southwest Quarter of Sect;an 5, Township I South, Iia
13 Wall; THENCE South 86 degree 36 minutes 18 Bananas n9e
East, a distance of 152,78 feet to a Point; THENCE North Ol
dogreeo 28 minules 51 wends Ewa, a distance of 268,40 teat
to a Paint, name belay the Southwest comer of said Lot 2;
OTHENCE along the south line of sold Lot 2, South 89 degreae
34 minutes GO second. East, a dlelems of 43.02 feet to the
POINT OF BEGINNING hereof;
THENCE Ieavtng said south line. North 02 degrees 04 minutes 42
secondan thessouth li distance! liar Idoses -15 vreofact described human. THENCE
along the 4aulh pie of sold lease area, South 07 degrees 55
minutes is seaonas East, a distance o! 20.00 leaf to a Point;
THENec icer Wo said south Itna, South D2 degrees OS minalva
42-eeardd Waal, a drdance of 14.95 feat to d Pont; 71,M:
South $8 deggr ail 34 minutva 09 secunda feel, d dlataaos o{
383.45 rant td a Pofnt, norm baing on the wast rightt ai-way
Ilse of Arkansas Hiqhway No. S (Stagecaech Road -
South 07 dy rhe n42 THENCE olOrtg word west right-of-woy Env,
e9 ednutee 51 seeunde Wast, a distance of
20.1$ r -el to o Point. THENCE feovi said west right-of-way
line, 2 88 da9reaa 34 minutes 09 seconds West, a distance
of 122,17 feet to a Point; THENCE North 88 degrees 34 minutes
09 seconds Wont, a diutdnca of 279.32 feet to the POINT OF
BEGINNING and cant0tving 6,1917 cares or 8,351 square fest at
land, more at leas.
PROJECT INFORMATION
CENTER OF LEASE AREA COORDINATES:
NAD27t
LAT 34 39' 23.9847•
LANG 92' 25' 39.9635`
Ell"' 302.2 (-Sl_ NGV029)
NAD83:
LRT 34' 39' 24.2985'
LONG 9Q' 25' 40,5245'
ELEV. 302.1 (WSL. NAVDBB)
NOTES:
INGRESS/EGRESS IN COMMON WITH LESSOR
tATITUDE AND LONGrruoE SPI -OWN HEREON ARE BASED ON
AND EI.E.VAPONS NAVD 1988, NADB3
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOAA WEB SITE
AND IS APPROXIMATE
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY, 1983 NORTH AMERICAN DATUM,
BASIS OF ELEVATION; GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SVRVEy.
BASIS OF BEARINGS; GRID BEARINGS BASED ON GPS
D391E VATIONS PERFORMED COINCIDENT WITH SURVEY.
CONVERGENCE ANGLE: -00' 14' 22'
By GRAPHIC PLOTTING ONLY, TMS PROAI:RTy IS Wraft IONE
AREAS OUTSIDE OF A 100 YR, FLOOD PLAIN AS SHOWN By
F%RM MAP COMMUNRY-PANEL NUMBER OSOleTQO91F, DATED
FLOOD
1p/1910NODL NO SURVEYING WAS DONE TO DETERMINE THIS
SURVEYOR'S CERTIFICATE
Tha undcrOlgnod hereby car0fres unte Nanton Wirvlaaa thick (a] this survey
drawing is boxed upon an on-Iha-ground aurray mode by the underasgned an
APHf 20, 2007 and aI to matters of rceard reties upon Abalr¢ctois Carlifieate
1(20792 -Bracewell it Giu9ek., dated offeclive as of May 2$ 2007. issued
Pby
1eclpd Lend Records, eavering the Lease Properly (Ins Levee Property)
dexcribed on this drgw:nq; (b) 04 survey accurataly oho" 1v the best of my
knowledge upon r4vlvw of the errst, recorded inoitume:u[s Prondad (t) fly
location of any Wild -.ng>, etnreWros andother improvements aitudlad an Or
+w,thin [he Lroee Prah¢j {2] the facts found by the undersigned at the time
o! sold survey, (3j Iha courses and measured aatom03 of iha pcdme:rr
baundarlea of the Lrasa Property, and (4) elf setback Finae, anervoemeter a.
u�ffmOrlis and rights-of-woy across. apulting ar atleClfnq ins Leastr Praaarty.
shown 4n the AbdlractKa Cerltlicete or atherwlyd known la of Observed b
the und";9ried, along with spy ritRwaiOy Iniwrnotlen far aeon setback lined, ,
Pro�hnta, eaaemenls and righty -of -way; (c) the arae of the Leola
fdi3e poneleshown hereon is oocurate to the no"n"t square feat, and there ore
no diacr¢pandea, conflicts or shortages in arca or boundaryfines; (d) tha
legal dasclPtion attached to thin survey oacuratety state the courses and
maosured dlitencaa found in parinmdng the on-iha-ground survey; (a) except
as shown on the aurwey drawing. to the !seek of my knowledge upon review of
the existing recorded instruments provided, there are no (1) vlafbia casements
or rights-of-way across or abutting or affecting the Leona Property, (2)
eProperlyomets' r nghts-of--way across or abutting or affecting the La."
xhigh the Mndpraigaad has bean advised, (S] '621611 Rr+Croochrnenla
from the Lease Property onto on adjacent praA4rly,
or arta edeernedoc
strcrlsr Or Orissa. by any of the Lease Property bumn9 strucrurae of other
+mnrovp manta, or (4) vfaible &"TOOchmanla an the Lease Property by building
of the1INclures or Areeda "Ovemcnta sitvalad on adjolninq pmpartr, (f) no parllon
flpad as ty as heti des;gnalod m lY+n9 within a flood Zone or
Lease
arae as doeigna[ed on the most repent flood rneurehce Ra
Pr0awxgated by the Federal Emergency Monogoment Agency, atscpt da shoytehMap
hereon; an (g) this survey nests the
as defined Iha apPllcoble requirements for land surveys
/lrkombf Mintmum Standards for Property Survsye and
Plots'.
Hunte. cab SURVEY PLAT CODE;
R.P.LS. / 472
500-012-13W-0.05.320.60.1472 IT=
I• DIGGING AND EXCAVATION — HAND DIG ALL EXCAVATIONS
AND TRENCHES IN AREAS SUSPECTED 70 CONTAIN EXISTING
GROUNDING CONDUCTORS, GROUND RODS, POWER/TELCO
CABLES OR OTHER BURIED UTILITIES.
2, COLLOCATION SITE FINISHING — UNLESS OTHERWISE
DIRECTED BY THE LESSEE'S PROJECT MANAGER. AREAS OF
COMPOUND EXPANSION OR SPACE LOCATED WTTI•IIN THE
LEASESTANDARD
AS THE BALANCEAREA SALL OF THE EXISTINGBE FINISHEDTCOMPO NDTHE£OR AT THE
SOLE DISCRETION OF THE PROJECT MANAGER, THE FINISH
STARER DO F THE LESSEE SHALT. BE PROVIDED, REFER
3. LESSEE SITE FINISH STANDARD — PROVIDE A MINIMUM 4'
THICK LAYER OF CRUSHED STONE (APPROX. 1* DIAMETER
WIO FINES) OVER 6 MIL WEED BARRIER, OVER 6-
COMPACTED BASE
CRUSHED FTI•L MATERIAL SHALL BE EQUAL TO
ED LIMESTONE CONFORMING TO STATE DEPARTMENT 'R', GRADE
OF TRANSPORTAMN REOUIREM£NTS FOR TYPE
MATERIAL COMPACTED TO 95% PROCTOR TYPE TY OVER A
COMPACTED SUB -GRADE THAT WAS SCARIFIED AND
RECOMPACTED TO 95% PROCTOR DENSITY.
4. REPAIR/REPLACE -- A7 NO ADDITIO
CONAL EXPENSE TO THIS
FlfRACT, ANY CONMJC170N RELATED DAMAGE TO ANY
EXISTING SITE ELEMENTS OR FINISHES WITHIN THE
COMPOUND. IN ADJACENT AND/OR ALONG ROUTES TO THE
WORK AREA, HOWEVER INCIDENTAL TO THE PROSECUTION
OF THE WORK, SNAL.L BE PUT IN A PRECONSTRUCTION
CONDITION TO HE SATISFACTION OF THE LESSEE'S
PROJECT MANAGER.
5. BACKFILL - ALL BORROWED FILL MATERIAL SHALL BE
EQUAL TO STATE SPECIFICATION FOR TYPE A, GRADE 1 OR
2, COMPACTED TO 95% PROCTOR DENSITY. WHERE
TRENCHING IS
EXWITH CAVATED FROM THE TREREQUIRENACH WILL BE PERMITTED UNLESS
OTHERWISE DIRECTED BY THE PROJECT MANAGER. ALL
TRENCH BACK FILLING SHOULD BE COMPACTED IN LIFTS
NOT TO EXCEED 5" COMPACTED DEPTH AND TO 95
PROCTOR DENSITY FLUSH TO THE SURFACE DF THE
FINISHED COMPACTED SUB -GRADE.
6. THE AREA IMMEDIATELY AROUND NEW EQUIPMENT SHALL BE
GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM
THE EQUIPMENT.
o �
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a x �00
�.
IY ¢ E x ami
w �} 0 F' co
: --c 0
C
0
moa C
U UDS
Q
D
U
LU
N
O
�F
O
r
GENERAL
NOTES
�Hf;IFIXISlC11i1
09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
-
a.
N1.
VK0759DS
1• FFOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE
OLG DEFINITIONS SHALL APPLY.,
CONTRACTOR - GENERAL CONTRACTOR
OWNER - VERIZON WIRELESS
PROJECT WAAGER - VERIZON WIRELESS OR DESIGNATED
ALTER
LESSEE - VERIZON WIRELESSNATE
2. CARE SHALL BE TAKEN TO LOCATE ALL E7fWNG UNDERGROUND
OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS
DRILUNG ON THE:BEFORE DIGGING OR
SRE
'J. UTILTTY CHECK -- BEFORE COMMENCING ANY WORK AT THE SITE,
CONTACT THE ONE CALL SYS IN •
HE STATE IN WHICH
WORK IS BEING DONE. REFER TO ONE CALL NOTE
ON
ON SITE PLAN.
PLAN.
4. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE
SURROUNDING AREA FROM FIRE
HAZARO DURING 'HOT' OPERATIONS.
ADEQUATE EQUIPMENT, PERSONNEL AND EMERGENCY COMMUNICATTONS
SHALL BE PROVIDED TO PROTECT LIFE AND PROPERTY
SURROUNOING
IN AND
THE CONSTRUCTION SITE,
5. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL
PROTECTION AND CONCRETE PIERS
SHALL BE FILLED BY END OF DAY.
6. VERIFY REQUIREMENTS OF OTHER TRADES PRIOR TO PROCEEDING
WRN FABRICATION OF INSTALLATION
OF MATERIALS.
7. COMPLETE SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED
ITo FABRTEMS
CONSTRUCTIONIDOCUMENTS(SHALL NDDRAWINGS
SHOP DRAWINGS. REPRODUCED FOR
& VERIFY ALL OCISTING SITE CONDITIONS, QUANMJ ES AND DIMENSIONS
BEFORE STARTING WORK, NOTIFY THE CONSTRUCTION MANAGER OF
ANY DISCREPANCIES 4R fNCONSiST'ENCIES
THE WORK, BEFORE PROCEEDING WITH
9. ALL BIDDERS SHALL VLSTT THE SHE BEFORE BIDDING TO FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS.
N
$'
10. THE BUILDER/SUBCONTRACTOR SMALL BE RESPONSIBLE WITH NO
ADDITIONAL COSTS TO THE OWNER/LESSOR/PROJECT
o
E
M
PERMITS, INSPECTION FANAGEMENT
TEAM FOR ALL FEES. EES RELATED TO THIS
PROJECT, SEE THAT ANY AND ALL SUCH
a
CHANGES ARE PAID BY
THE RESPECTIVE SUBCONTRACTORS A.SSOCLATED WITH THIS PROJECT.
M11.
Q,
THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OF ANY DAMAGE 70 EXISTING
Q
FACILITIES AND SHALL REPLACE
OR REPAIR TO THE ORLGINW _ CONDITION AS DETERMINED BY THE
PROJECT MANAGER.
r.
r1i0
12. CUT AND PATCH ANY AREAS WHERE REQUIREDizr THIS PROJECT. BY THE SCOPE OF
EXISTING WORK ANE? MATERWL.S
SUCH
rn
WORK FALLS EVEN IF
ILLS OUTSIDE OF THE LIMITS OF THIS CONTRACT.
13. THE OWNER OF THE SITE RETAINS SALVAGE RIGHTS TO ALL MATERIALS
AND EQUIPMENT REMOVED FROM THE EXISTING WORK,
AND
En
r_v
EQUIPMENT MATERIALS
ECOME E
PROPERTY OF HEOBULLAER/SUBCONTRACTOR
z
WHO SHALL ASSU E
COMPLETE RESPONSIBILITY FOR THE REMOVAL AND APPROPRIATE
DISPOSAL THEREOF.
14. DIMENSIONS NOTED AS
EXISTING CONDITIONS AND MAY VARYESLIG�y
LuI"
FROM"HEDIMENSIONS
AS SHOWN. NOTIFY THE PROJECT MANAGER IF SIGNIFICANT
VARIATIONS ARE ENCOUNTERED
Z
AT THE STTE
rn
15. DEMO LITION AND CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED
IN SUCH A MANNER THAT NO DISRUPTION
Ln
OF EXISTING FACILITY
OPERATIONS WILL OCCUR.
CD
lz
Ln
16. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT
ACCESS TO THE SITE MIDST BE
CD
^
MANAGED AT ALL TIMES DURING
HOURS OF DPERATION AND WHEN THE SITE IS UNATTEND ED, WORK
WITH THE OWNERS REPRESENTATNE
o
ALL TIMES. FOR SAFETY ANp SECURH' AT
]G
v
17. CONTRACTORS SHALL BE REQUIRED TO PICK UP OWNER
SUPPLIED EQUIPMENT AS DIRECTED
U
EC
NO ADDITIONAL COST TO THE JOB. THE PROJECT MANAGER WITH
18. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONOMON,
c
19. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH
VERIZON REPRESENTATIVE TO DISCUSS
Q
ALASPECTS OF THE
CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR
WITH AND UNDERSTANDS ALL
ACTIVITY. REQUIREMENTS AND INTENT OF EACH
c
0
N
LL
I• DIGGING AND EXCAVATION — HAND DIG ALL EXCAVATIONS
AND TRENCHES IN AREAS SUSPECTED 70 CONTAIN EXISTING
GROUNDING CONDUCTORS, GROUND RODS, POWER/TELCO
CABLES OR OTHER BURIED UTILITIES.
2, COLLOCATION SITE FINISHING — UNLESS OTHERWISE
DIRECTED BY THE LESSEE'S PROJECT MANAGER. AREAS OF
COMPOUND EXPANSION OR SPACE LOCATED WTTI•IIN THE
LEASESTANDARD
AS THE BALANCEAREA SALL OF THE EXISTINGBE FINISHEDTCOMPO NDTHE£OR AT THE
SOLE DISCRETION OF THE PROJECT MANAGER, THE FINISH
STARER DO F THE LESSEE SHALT. BE PROVIDED, REFER
3. LESSEE SITE FINISH STANDARD — PROVIDE A MINIMUM 4'
THICK LAYER OF CRUSHED STONE (APPROX. 1* DIAMETER
WIO FINES) OVER 6 MIL WEED BARRIER, OVER 6-
COMPACTED BASE
CRUSHED FTI•L MATERIAL SHALL BE EQUAL TO
ED LIMESTONE CONFORMING TO STATE DEPARTMENT 'R', GRADE
OF TRANSPORTAMN REOUIREM£NTS FOR TYPE
MATERIAL COMPACTED TO 95% PROCTOR TYPE TY OVER A
COMPACTED SUB -GRADE THAT WAS SCARIFIED AND
RECOMPACTED TO 95% PROCTOR DENSITY.
4. REPAIR/REPLACE -- A7 NO ADDITIO
CONAL EXPENSE TO THIS
FlfRACT, ANY CONMJC170N RELATED DAMAGE TO ANY
EXISTING SITE ELEMENTS OR FINISHES WITHIN THE
COMPOUND. IN ADJACENT AND/OR ALONG ROUTES TO THE
WORK AREA, HOWEVER INCIDENTAL TO THE PROSECUTION
OF THE WORK, SNAL.L BE PUT IN A PRECONSTRUCTION
CONDITION TO HE SATISFACTION OF THE LESSEE'S
PROJECT MANAGER.
5. BACKFILL - ALL BORROWED FILL MATERIAL SHALL BE
EQUAL TO STATE SPECIFICATION FOR TYPE A, GRADE 1 OR
2, COMPACTED TO 95% PROCTOR DENSITY. WHERE
TRENCHING IS
EXWITH CAVATED FROM THE TREREQUIRENACH WILL BE PERMITTED UNLESS
OTHERWISE DIRECTED BY THE PROJECT MANAGER. ALL
TRENCH BACK FILLING SHOULD BE COMPACTED IN LIFTS
NOT TO EXCEED 5" COMPACTED DEPTH AND TO 95
PROCTOR DENSITY FLUSH TO THE SURFACE DF THE
FINISHED COMPACTED SUB -GRADE.
6. THE AREA IMMEDIATELY AROUND NEW EQUIPMENT SHALL BE
GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM
THE EQUIPMENT.
o �
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09.07.07 ISSUE FOR REVIEW
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KEY TREES/SHRUB
COMMON NAME
SIZE
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YH "ILEX VOMITORIA" DWARF YAUPON HOLLY 2-2 1/2" CAL. SINGLE TRUNK; 11'-13' AGT; 5'-7' SPREAD
5 GAL (MIN. 48" NGT)
PLWN
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SPACING
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RUBBE
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METAL
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STAKES
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LANDSCAPE EDGING
MIN. 6" PREPARED
SOIL MIX ~
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FIELD
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PLANTING SOIL AS SPECIFIED
ADD IN 9" LAYERS. WATER
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STIMULATOR.
REMOVE ALL WIRE, ROPE,
ETC. FROM BALL AND THE
'LANTING HOLE. LAY BURLAP
'0 SIDES OF HOLE.
ERTILIZER TABLETS
ARKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-800-482-8998
CALL is HOURS BEFORE YOU ENG, INNIE. OR BUST,
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NEW IMPERVIOUS GROUND COVER
LEASE AREA 1,050.0 SF
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TOTAL 1,340._ SF
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09.18.07 ISSUE FOR CONSTRUCTION
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(N) LIGHTNING ROD -
UGHTNING ROD TO PROVIDE
45' CONE OF PROTECTION
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0" ANTENNA
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(N) ANTENNAS & SUPPORT SYSTEM -
REFER TO RF CONFIGURATION SHEET
FOR ANTENNA MOUNTING HEIGHTS
MODEL NUMBER, AZIMUTH. ETC... ,
08.07-07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRl1CTiDN
1.
4.
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ATION:ONTRACTOR
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08.07-07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRl1CTiDN
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09.18.07 ISSUE FOR CONSTRl1CTiDN
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see note 1
TA SHEET FOR ANTENNA AZIMUTHS
Ino m� J.
Antenna
Calor NIS or
Site Name:
7X 0 NDho
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ly7X
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Red 2TX
VZWLicense:
VZWFrequzncics:
0 Bea
Wh to 2d2—
LC
0 Comma
Red 3TX
4WPo(
0 COMM
White 3
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City, State ZIP:
Little Rock, AR 72209
2
7X1 ANTDM (OAMEDI ►NAY 8E
v
6iPL17¢A FOR FUTURE FA FXPMMM
ANTENNA FEEDER ROUTING
SCALE: NONE
rrepD purveying, Inc.
3400 Silverstone Drwe Land Surveyors
Suite 121 Phone: (972) 964.1737
Piano, TX 75023 Fax:(9i2)596-a2B
eR yg Cnm
1 A CERTIFICATION
Verizon Wireless
Site. Otter Creek AR
Site Number: 1659120
CENTER OF LEASE AREA COORDINATES:
NAD27:
LAT 34° 39'23.9647"
LONG 92° 25' 39.9635"
ELEV. 302.2 (AMSL NGVD29)
NAD83:
LAT 34'39'24,2985"
LONG 92a 25'40.5245"
ELEV. 302.1 (AMSL NAVD88)
This is to certify that the above information meets or exceeds the following accuracy
requirements:
+I- Twenty (20) feet in the Honrontal
+/- Three (3) foot in the Verticaf
Registered Professional Land Surveyor
Kurtis R. Webb
Arkansas Registration No. 1472
Date: May 17, 2007
�r��rnurr„r
$TATS
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1A LETTER
SCALE: N.T.S.
NOTES:
(1) TYPICALLY ALL ANTENNA DIRECTIONS WILL BE SET To (Y 120• k 240• FROM 0' TRUE
NORTH BUT BEFORE THE ANTENNA INSTALLATION IS PERFORMED THIS DIREC71DML
711E R F -nON MUST BE CHMED AGANST THE MOST CURRENT INFORMATION ISSUED BY
INFTHE RF DEPARTMENT BY I.PLEIAENTATION.
DIATE (2) DURING FEEDER INSTALLATION ALL FEEDERS WILL BE MARM WITH VINYL TAPE COLOR
iSEW BANDS APPEAR AT BROTH ENDS OF THE FEEDER DING TO THE COLOR NRUN RAND BE OPPOSITE.
SIBLE FROM THE GROUNDULWITN A
DIRECT AND CLEAR UNE OF SIGHT FROM THE: GROUND BOTTOM BANDS TD BE INSTALLED
OUTSIDE OF WAVECUIDE PORT. TOP BANDS TO BE 2• VADE AND BOTTOM BANDS TO BE 1 -
WIDE
(3) TYPICALLY ONLY THREE (3) ANTENNAS PER SECTOR WILL 9E INSTALLED BUT SPACING
ION THE DELTA FRAME SHOULD BE ALLOWED FOR SHOULD THE RF PLAN INDICATE THE
NEED FOR 2nd TX ANTENNA
(,4j CPS CABLE ENTRY INTO THE SHELTER WILL BE VIA A SEPARATE PORT ON THE
POSITS SIDE OF THE SHELTER OR BTS ROOM.
Vcriran Wires ss! lrurlh Trxas Re inn TECH REVIEW
Site ID:1659120
Issue Date: CB/03/2007
Site Name:
OTTER cREEK AR
County. State:
Pulaski County, Arkansas
Cellular Market;
Little Rock, AR MSA
VZWLicense:
VZWFrequzncics:
WL'TJ401, W -10K589 -Little Rock, Vorth Lit=J.e Rock, AR BPA
PCS Cl -block (Carriers 10,5 through 1175)
Coordinates(NADB3):
Coordinate Source:
34-39-24.29 lat-bide, 92-25-40.52 longitude, 303' elevation
Webb Surveying 05/17/2007 1-A
Site Address:
10402 Stagecoach Road
City, State ZIP:
Little Rock, AR 72209
Structure:
Owner: 'Terizon Wireless
Landowner: Otter Creek Conrpotciil, LLC
TVPGi Height: HAW mCnOpn18, ISG• AGL structure, 160' ACL overall
Filings; FAA Study not regUired, FICC
AS[t not recuired
VZW Sector Data:
f Al nk
a°�O= ac>; asxmnrll
Ga
240° 0° H/A
Hardware:
Antennas: (S) Amphenol Antel BSA-185065/12CF!2, 2 per sector
Coaxial cable: (6) 1-5/8' diameter runs, 1 per an.enna
Reverse -Link amps: None
Forward -link apps: None
AM Query Rcsuke fattaghedj;
Dire�lianal E(CHq•-Ay at 11.9 kilnmeter.s, no action required_
TOWAIR Resultsattaelsed :
SFal"L. -U ULy Rr.9u inual luca Led aL B kilunteLecs auc .pdsses Use E'A.4 stupe.
Purpose and Priority of this Cell Site:
1 of 25 cells in the 2007 build of this BTA. Will cover the Otter Creek
commercial area End Interstate 30 from Meadow Lane to Collegevil_e. #1 priori=y
for 2007.
Additional Notes:
F IVesms A1W ra 4>rc[ f'rm[}:.Vl o7g95'.IfSlraer
X-1 WWA7.dc
KIr I tramaa atomntcrlllflrnvclE: tiara ttiaaercr pi F: xuusxsaa:rrr
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LIZ: xc1v3§
('+Ac 19f t Prmma; !N7:LY.71: 5 PNI
NOTE
CONTRACTOR SHALL )Fy INFORTiO
MOVE BEFORE ORDERING OR INSTALLING RF ADDENDUM SHEET
ANTENNA$,
SCALE N.T.S.
Md
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5Ifl- t47 TITLE
ANTENNA DATA,
RF SHEET & 1A LETTER
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09.18.07 ISSUE FOR CONSTRUCTION
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09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
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VK075905
Grip Strut@ Transmission Line Bridge - • -
The Grip Sfrut@ Tr~arlsmission Zine Bridge is intended fa accommodate various
types oftransmission line supports including trapeze support kits, hanger brack-
ets, coax blocks and threaded rod cushion hanger assemblies.
The open diamond pattern allows for drainage , yet provides protection from
falling ice and other environmental elements. Galvanized.
12" x 10' Grip StrutO Coax Sri dge^Kiit h
base plate & anchor bolts
12" x 10' Grip Strum Coax Bridge_ Kit with
24" x 10' Grip Strut® Coax Bridge Kit with
base plate & anchor bolts
24" x 10' Grip Struf[ Coax Bridge Kit with
direct burial posts _
PlN:...-
B3020
B2957
505.00
425.00
82958 565.00
B2959 485.00
_I
B2959shown
WARNING TAI
COMPACTED
TELCO COND
ELECTRIC COi
GRAVEL FILL
FINISH GRADE OR
GROUND COVER - MATCH
SLOPE do THICKNESS
OF E *71NG
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CABLE FROM GPS TO w 6 MIL. WEED _
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GENERAL
DAi.�, By OTHERS- 70 Dal ;II
SITE DETAILS
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09.07.07 ISSUE FOR REVIEW
w 09.18.07 ISSUE FOR CONSTRUCTION
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#9 GAUGE (TYP.) -
REFER TO SfTE PIAN FOR GATE WIDTH
PROV€DE 4" OD SCHED. 40
GATE POST W/ MTL CAP
2.5"x2.5 x3/16" STEEL
N0 -TES --^---_ _
1 CONTRACTOR OROWNER'S SUBMIT ALTERNATE
BIDDERS
SHALL BASE BID ON DETAIL SHOWN ABOVE.
4 GATE DETAIL
SCALE: 1/4" = 1'_p"
- 4" O.D. x SCH.40 GATE POST.
- 4' O.D. x SCH.40 CORNER AND TERMINAL POSTS.
- 2" O -D. x SCH.40 LINE POST, 10' O.C. MAX.
- 1-1/2" O.D. x SCH.40 CONTINUOUS TOP RAIL
- BRACE AND TRUSS AssEMBLY AT EACH CORNER,
TERMINAL AND GATE POST.
- 2" x #9 GAUGE x 6' HIGH CHAIN LINK FABRIC - 1.02 OZ.
- #7 GAUGE COIL SPRING BOTTOM TENSION WIRE.
- THREE (3) STRANDS OF CLASS III GALVANIZED BARBED WIRE.
- ALL POSTS SET INA MINIMUM
4A POST - 3000 PSI CONCRETE AS FOLLOWS:
" 18"0 x 36" CONCRETE FOOTING.
- 2"0 POST - 12'0 x 36" CONCRETE FOOTING.
- ALL GALVANIZED PIPE TO CONFORM TO ASTM - A120_
- ALL GALVANIZED CHAIN LINK TO CONFORM TO ASTM - A392,
- ALL GALVANIZED FITTINGS TO CONFORM TO ASTM - A153.
- ALL GATES SHALL HAVE "DUCK BILL' HOLD OPENS AT FULL OPEN
- ALL GATES SHALL HAVE AN IN -GROUND DROP R00 RECEIVER
THAT ACCOMPANIES THE LATCH, (1-1/2' CALVAN€ZED PIPE TYP.)
- LATCH SHALL ACCEPT A PAD LOCK.
BARBED WIRE,
ACCESS GROOVE
EQUIPMENT
SIDE
q�_ FENCE SPECIFICATIONS
SCALE: NONE 4 WIRE ARM SUPPORT
SCALE: 1" 1'_p"
FENCE POST
3000 PSI CONCRETE
AT 26 DAYS
TOP OF
SITE FINISH
TOP OF
COMPACTED BASE
18"0 AT GATE
AND CORNER POST
12"v AT LINE POST
PIER DETAIL
SCALE: 1/2" a 1'_p"
BARBED WIRE SUPPORT -
REFER TO 3/D2
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'.TREATED
WOOD RAIL
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SCALE: 1/4" = 1'_p-
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09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
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METER FRAME
DETAILS
09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
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Telco Box
_ All Telco Saxes carry a NEMA 3R rating and come with a
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SCALE: 1/2" = 1'-p"
FOR
A TELCO BOX AT THIS SITE WITH THE PROJECT
5
MANAGER
BEFORE ORDERING. PROVIDE TELCO BOX ONLY AS
REOUlRED.
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09.07.07 ISSUE FOR REVIEW
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09.18.07 ISSUE FORCONS7RUCTYON
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REFER TO SITE PLAN FOR FINISH
ISLAB ORIENTATION
- 4
F��?UNDATIO�N PLAN 1" CHAMFER OR
TOOLED RADIUS AT
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SITE FINISH f`I 6x6xW6.5xW6.5 W.W.F.
FINISHED GRAD
2 #4 HORIZ. IN CENTER
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TOPSOIL INCLUDING VALL ORGANIC MATERIALS,
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( ( - #3 BEAM STIRRUPS AT 18" O.C.-TYP.
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WIDTH
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SCALE: 3/4" 1'_p^
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1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM
A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE, REPLACE 20;; CEMENT CONTENT BY WEIGHT WITH FLYASH. ASTM C-618
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615TM A , GRADE 60, DEFORMED.
SPLICES SHALL BE ED WIRE (C SHALL CLASS 'B' CONFORM
ALL T+�OKS SHALL BE STANDARD ELS UNLESS OTHERWISE..
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN
OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER 2 IN.
#5 AND SMALLER & WWF
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND:
SLAB ON GRADE 1 1/2" FROM TOP
5. A 1" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE.
IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
6. IRECOMMENDED NSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN
RECOMMENDATION RFOROURE. THE EMBEDMENT DEPTH OR AS SHOWN OR
ROD SHALL CONFORM TO THE DRAWINGS. NO REBARR SHALLEE CUT
WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE
PROVIDED 13Y RAMSET/REDHEAD OR APPROVED £OVAL.
7. FOUNDATION DESIGN IS BASED ON SOIL WITH 2000 PSF BEARING CAPACITY. IF EXISTING SOIL DOES NOT
HAVE A MINIMUM 2000 PSF BEARING CAPACITY, CONTRACTOR SHALL EXTEND PERIMETER BEAM
WITH MINIMUM 2000 PSF BEARING CAPACITY, TO REACH SOIL
1" CHAMFER OR
TOOLED RADIUS
x
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of
O.C.
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118"
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4 GENERATOR SLAB SECTION
SCALE:3
/4" "1'_p^
LEHMANN ENGINEERING
1006 Beckett
San Antonio, TX 78213
Ph. (210)348-8889
Fx. (210)348-8884
10'-0"
2 - 1" & 2 - 2"
j DIAMETER CONDUIT
STUBBED UP THRU
CONCRETE - PROVIDE
r. 2" CLEAR. BETWEEN
l CONDUITS
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09.07.07 ISSUE FOR REVIEW
09.4,07 ISSUE RCONSTRUCTION O
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GENERAL NOTES
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1. ALL GROUND WIRES SHOWN SHALL BE
2 SOLID TIN PLATED COPPER UNLESS
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1/2" SEAL TIGHT W/ SILICONE.
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3. PROVIDE CHEMICAL GROUND RODS WHEN
DRIVEN RODS ARE NOT PRACTICAL
M
OR
WHERE A STANDARD 2 OHMS RESISTANCE
CANNOT BE OBTAINED AT THE SITE.
Ln
QUANANOF CHEMICAL
LsDETEREBYEISANCEMAIo
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4. GROUND TIE-INS FROM NEW
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EXISTING OWER GROUNDRING
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LENGTH APART, CAD WELDED TO GROUND LOOP
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20' CHEMICAL GROUND ROD W/ TEST
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WELL; PLACE VERTICALLY OR HORIZONTALLY
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GROUND RING -
GROUND EACH LEG
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TYPICAL GROUND
TO GATE POST -
AFS GROUND
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r— TYPICAL AT EVERY ICE
f BRIDGE SUPPORT POST --
f PROWDE GROUND JUMPER
FROM POST TO GRIP STRUT
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(N) TOWER GROUND BAR -
PROVIDE 2 GROUNDS
TO GROUND RING
— (N) TOWER
h, GROOND RING
CABINET jam• / �`J
GROUNDS
�4�(N) EQUIPMENT GROUND
(N) LESSEE BAR SUSPENOEO FROM ICED
EQUIPMENT BRIDGE W/ 2 GROUNDS
ON SLAB(�) TO GROUND RING
TELCO GROUND w 0) J GROUND EACH LEG J
BAR GROUND OF (N) ICE BRIDGE J
_ CABINET
GROUND () r -
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2 GROUND LEADS PEREOUJ
J I ANDFUTUREPMENr NEW
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LOCATE ON SAME END OF J
GENERATOR AS STUDDED -
UP CONDUITS I
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SEE NOTE 13
W) TEST WELL I
j------" _—,'�A
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TO FENCE POST
GROUNDING PLAN fes,
SCALE: 1/4" = 1'-0" �•�
NORTH
4D�
RKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-8DO-482-8998
CALL 4a HOURS BEFORE YOU GIG, GRILL, OR MAST -
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APPROVED
BACKFILLED
MATERIAL -
TOP OF
SITE FINISH
3REATHER
IRRIGATION VALVE
PERFORATED CAP
UVNOUCTOR TO
GROUND RING
PARALLEL TYPE
EXOTHEMIC
WELD TO BURIED
GROUND RING
TAPE &DCIVE TO PROJECT
CONSTRUCTION MANAGER
AS EVIDENCE OF PROPER
INSTALLATION)
CHEMICAL GROUND ROD
W/ TEST WELL
SCAI.E:3/4"
(USE ONLY IF REQUIRED BY VERIZON CONSTRUCTION MANAGER
TOP OF COMPACTED BASE - -
A.L.T. MODEL 3160 PVC GROUND
TEST WELL AND COVER
#2 AWG BARE, TINNED, SOLID, COPPER
CONDUCTOR TEST LOOP _-
PARALLEL TYPE
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WELD TO GROUND
RING AT GROUND ROD —�
#2 AWG. BARE TINNED
SOLID COPPER WIRE
EXTERIOR GROUND RING -
1" WIDE SLOT IN PVC
PIPE FOR GROUND WIRE
EXTEND 2' ABOVE
GROUND WIRE (BOTH SIDES)
CRUSHED ROCK INSIDE BELOW
AND AROUND SLEEVE - EXOTHERMIC
WELD SHALL REMAIN VISIBLE FROM ABOVE
S/B"x8'-0" GALV.
STEEL GROUND ROD -
REMOVABLE COVER
�- TOP OF SITE FINISH
GATE POST
#2 WELDERS WIRE (FLEXIBLE)
TO GATE AND POST ------
BURNISH, CAD WELD TO POST
I �i j�� \�.• & FINISH W/GALL. PAINT — -
#2 TIN PLATED
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09.18.07 ISSUE FOR CONSTRUCTION
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09.18.07 ISSUE FOR CONSTRUCTION
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CABLE GROUND KIT --
#6 AWG STRANDED Cu WIRE WITH
GREEN. 60DV, THWN INSULATION
GROUNDED TO GROUND BAR) (SEE
NOTES 1 & 2)
12" TO 24"
AQ -
TES -1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO GROUND BAR,
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS
SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE (TYPE AND PARI NUMBER AS
SUPPLIED OR RECDAIINENOED BY CABLE MANUFACTURER-)
CONNECTION OF CABLE GROUND KIT TO ANTENNA
SCALE:. N,T,S_ CABLE
T -HOLE L%
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-- _�— FLAT WASHER
- �LOCK WASHER
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ALL BOLTS, WASHERS AND NUTS SHALL BE STAINLESS STEEL.
SELECT BOLT LENGTH TO PROVIDE A MINIMUM TO TWO EXPOSED THREADS.
BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT.
APPLY ANTI -OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND.
USE 1/4" HARDWARE FOR ATTACHMENT TO METAL ENCLOSURES & 3/8" FOR ATTACHMENT TO GROUND BARS.
3 GROUND CONNECTION DETAIL
SCALE: N.T.S.
W RE WITH REEK OOV,
THWN INSULATION \\%
GROUT
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OR Of
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EXOTHERMIC
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GROUND WIRE TO COAX CABLE GROUND BAR
SCALE: 1" = 1'-0"
MINIMUM GROUNDING CONDUCTOR RADIUS
SCALE: N.T.S,
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09.18.07 ISSUE FOR CONSTRUCTION
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LOWER COAX GROUND
BAR ISOLATED FROM
TOWER PROVIDE 2
GROUND WIRES TO
TOWER GROUND R1NG-
BASE OF MONOPOLE
EXOTHERMIC WELD WIRE
TO MONOPOLE BASE
(2) PLACES— -
#2 AWG SOLID COPPER (TINNED)
WIRE IN FLEX -PVC ---�
EXOTHERMIC WEW WIRE
TO GROUND RING
SITE
~~~` TOP OF �
COMPACTED 8A5E�
s
J I_ 12 AWG BARE SOLID
COPPER (TINNED)
- WIRE GROUND RING
— EXOTHERMIC WELD
WIRE TO GROUND ROD
— 5/8" x 8'-0" GALVANIZED
STEEL GROUND ROD
GROUND LINES FROM
GROUNDING KITS
12" MIN- BEND RADIUS
{TYPICAL) - HOLD GROUND
CONDUCTOR AS NEAR TO
TOWER/FOUNDA710N AS
PRACTICAL
iWER GROUNDING DETAIL
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(N) MID COAX GROUND BAR (1/4 z4'x20')
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COAX RUNS WOULD EXCEED 1DO')��
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OF' TOWER (EXTERIOR MOUNTED) - -
&ME
pRIA� TOWER/INAL IN ORDERE OF NEW ANTENNAS.
- (N) COAX CABLE GROUND WIRES
TO UPPER GROUND BAR
�-- --TOWER STRUCTURE - VERIFY TYPE
N) COAX CABLE FROM EACH ANTENNA
O COMMUNICATIONS EQUIPMENT
(N) COAX CABLE GROUND WIRES
TO MID GROUND BAR
(N) COAX CABLE GROUND WIRES
TO LOWER GROUND BAR
- (N) COAX CABLES TO EQUIPMEN
GROU2 AWGND WIRE TOE (E) GROUND R N COPPER
TOWER BASE - _ (2 REQUIRED)
1 {E} GROUND RING
jOWER GROUNDING DIAGRgINLE: NONE
TAP
GROUND RING
CO
LES
(CNNO) t `
JINGGROUND R
(CONNOU
PARALLEL ' +
EXOTHERMIC k f+
WELD JOINT
GROUND
ROD - - �.
DET�� GROUND RING -
(cON€INuous) DETAI
GROUND RING -
CONNECTION OR TEE OF HORIZONTAL RUN
SPLICE AND TWO TAP CABLES
EXOTHERMIC
WELD JOINT,
GROUND WIRE
GROUND RING
EXOTHERMIC
WELD JOINT
GALV. STEEL BEAIA,
CHANNEL. PLATE. WELD
TAB OR OTHER
FRAME MEMBER- APPLY
COLD GALV, COATING
AFTER INSTALLATION
DETAIL -D
MISC. STEEL
CONNECTION
DETAIL -G
TAP CABLE TO
GROUND RING
EXOTHERMIC M,
WELD JOINT rw
'i Q)
l .
GROUND RING r.!
(CO�uL+8U5} J J
GROUND j
ROD
v
DETA L -C K
TEE OF HORIZONTAL RUN
x
GALV. STEEL
PIPE-
•�� APPLY COLD GALV.
COATING AFTER
INSTALLATION
EXOTHERMIC
WELD JOINT
GROUND
EXOTHERMIC
WIRE
WELD JOINT
-
GROUND WIRE
FIN. GRADE/ .
GROUND BAR
DE-- T E
PIPE
CONNECTION
DETAIL -F
GROUND BAR
CONNECTION
WELD CONNECTION DETAILS
SCALE: NONE
1- CLEAN SURFACES TO CORROSION AND OTHER EFOREIGN MATTALL PAINT, DIRT, MOISTURE,
2. MAKE APPROPRIATE WELDED CONNECTION (REFER TO DETAILS). -
USE MANUFACTURER'S WRUTEN RECOMMENDATIONS.
3. IF WELDED MATERIALS HAVE A GALVANIZED
PROTECTIVE COLD GALVANIZE COATING. FINISH. APPLY A
WELD CONNECTION PROCEDURES
C"
N
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CONNECTION
DETAILS
SHEET HISTOR
09.07.07 ISSUE FOR REVIEW
09.15.01 ISSUE FOR CONSTRUCTION
I.
2.
3
G
V K07SSOS
---UI GE---UGE
� I
- UCT f
(N) EASEMENT
� f
t I �I 1
t
I f (N) MONOPOLE TOWER
I (N) METER
t 2
I �
r E
E (N) EQUIPMENT ON SLAB
LN)TlEjLC0BoX
f
�(N) GENERATOR I
SITE PLAN
SCALE: 1 � T 0'_0w
NORTH
SCALE: T •w. T O• -o-
1 t7 5 0
10
SITE NOTES:
HAND DfG IN AREAS SUSPECTED TO CONTAIN EXMnNG
GROUNDING CONDUCTORS, MOUND RODSCHEMICAL
.
GROUND RODS, POWER/TELCO CABLE OR OTHER BURIED
SITE LMLMES/ELEMBM.
REPAIR/REPLACE AT NO ADDITIONAL EXPENSE TO THIS
CONTRACT ANY CONSTRUCTION RELATED p,{mnc TO SITE
ELEMENTS AND/OR FINISHES. MINIMUM ACCEPTABLE
STANDARD SHALL BE TO MATCH PRECONSTRUCTION
CONDITIONS OR AS REQUIRED BY PROJECT MANAGER.
FIELD VERIFY ALL EXISTING CONDITIONS.
SHOULD UNDERGROUND PULL BOXES BE REQUIRED,
PROVIDE THEM AS REQUIRED EVEN THOUGH NOT SHOWN
ON PLANS.
ALL CONDUIT 5}W L BE ROUTED INSIDE OF RESPECTIVE
EASEMENT AND WITHIN FENCE AREA WHERE APPLICABLE.
FIELD SIF' EXISTING CONDITIONS AND COORDINATE
ROUTING WITHOUT INTERFERING WITH EXISTING OBJECTS,
EQUIPMENT OR UTILITIES.
F*RKANSAS ONE CALL SYSTEM
CALL BEFORE YOU CIG
UNDERGROUND UTILITIES
1-800-482-8998
4,-.148WORE VW M. now. .e .....-
f1+ SYRI'E OF'�
AR AS
REGISTERED
PROFESSIONAL
ENGINEER
�,a IVe. fps .AI
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SITE
PLAN
09.07.07 ISSUE FOR REVIEW
09.15.07 IS C0NS7RUGTX0iV
VK075905
/I I,777 -/f
(N) METER FRAME (N) MONOPOLE 7 ~,I
N) METER
{Nj DISC rs
�l o
ATB
(N) LIGHT $ ! I
N) PANEL 'P' z M
UNDERGROUND 22
�) UNDERGROUND 2"C
(N) TELCO B07C
Iw
H
I o
(N) EQUIPMENT PLATFORM
UGT — UGF !
UGE——UGE---UGE---
UGE— --UCE
— UCF—.— JE -0 !
_! (N) GENERATOR
� f
L,�=—�_
(N) UNDERGROUND 2-C - poWM t
(N) UNDERGROUND 1`C - CONTROL
(N) UNDERGROUND T'C - POWER
HEATER do BATTERY CHARGER
(N) UNDERGROUND 2'C - ALARM I/
1
DETAI�TTE
PLAN
SCALE: 1/4'1'-p' MORIN
4 3 2 1 0 2 4
POWER NOTE: THIS DETAIL PERTAINS TO ALL NCN-
ELECTRICAL SERVICE EQUIPMENT. ELECTRICAL
TELCO SERVICE EQUIPMENT SHALL HAVE NEUTRAL/
GROUND IS`YNMp90�LlSPECIFIED L IHSTALLATION'.
IT 1S FOR GENERAL GROUNDING REFERENCE
ONLY AND IS NST DRAWN TO SCALE.
BONDING JUMPER TO ENCLOSURE
SHALL. NOT BE PROVIDED
EIZMCAL
sBE ISOLATED 0 ANDGRCUNNO
OT
BE BONDED TO EHC1 nRi Eac_
EQUIPMENT/ENCLOSURE
TO CHEMICAL GROUNDS !
GROUNDING SYSTEM (—
�GRO�,UNDING DETAIL
Z
AFAEZKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1--800-482-8986
Ijt'S'YATC' CAN
AR AN A5
REGISTEfRED
P"OF
ESS'
ONAL
ENGINEER
***
9,q NO. 12265 c�!
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DETAIL SITE
PLAN
09.07.07 ISSUE FOR REVIEW
09.78.07 ISSUE FOR CONSTRUCTION
E
uu.t kDURS l)CFOgEu DM. Droit, OR tiw57:
VK07ssps
(N) 2#3/0, 1#3/ON,
6G, 2'C
-- TO GROUND RING;
CONDUCTORS14ALL
MATCH GROUND RING
(N) UNDERGROUND SECONDARY 3'C
(N) UNO RGRoUND (2)4'C SCHEDULE 40 (N) GROUND 1#4G
PVC TELCO CONDUIT WITH PULLWIRE TO
TELCO PEDESTAL. FIELD VERIFY. -
ELECTRICAL LEGEND
ELECTRICAL METER
a J-80X/PULL 607E
DUPLEX REC£PTACU
DtsmNwcT,
NON f175ED ASPS, FUSED OR
ASPS,
ATS AUTOMATIC TRANSFER SIYRCH
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
GRC GALVANIZED RIGID CONDUIT
r \
UNDERGROUND CONOUfT
ABOVE GROUND L`ONDUfT
T\ OVERHEAD TELEPHONE
0WRHEAD ELECTRICAL
,'110E� UNDERGROUNO ELECfRCAL.' SIZE AS SHOWN
T� UNDERGROUND TELEPHONE. SIZE AS SHOWN
CONTINUATION
(N) NEW
(E) LUSTING
(F) FUTURE
OO KEYED NOTE - NUMBER AS NOTED
G— GROUND
_EPS EMEROENCT POWER
—"P` POWER
—T— TELCO
TYPE 'A' LICHT FIXTURE MODELO
UTHONIA TF370M120. PROVIDE ALL
MOUNTING HARDWARE, CIRCUIT (P-7)
�r TORK#502HH 60 MINUTE
TIMER IN WP ENCLOSURE
LEMON %4925-2
(N) 3#3/0. 10G, 2'C
kT5 P
TVSS TELCO
(N) 2#12, 1/126
1 /2"C
&ELECTRICAL RISER
PANEL P 225A
RATING
VOLTAGE 120/240 SINGLE
PHASE
MOUNT SURFACE NEMA 3R
(N) METER 3#3/0, 2'C
�~
OF
0 DISC
(L
f'43/0, 3'C
1
PAD IAGu1'
•
I�200A,
TQA.NSFORldCR
LIGHTNING PROTECTION
9'6
B•' r-DIYLR
GROUND RING SHALL BECOMPANY: BONOED TO PLATFORM
upstZE AS
REQUIRED
GROUNDING ELECTRODE
S"' M AT THIS POINT
240V. 2P
3W. S/N, N3R
RECEPTACLE
FUSED 0 200A
7
UGHT
BOND NEUTRAL
20/1
9
AND GROUND IN
-- TO GROUND RING;
CONDUCTORS14ALL
MATCH GROUND RING
(N) UNDERGROUND SECONDARY 3'C
(N) UNO RGRoUND (2)4'C SCHEDULE 40 (N) GROUND 1#4G
PVC TELCO CONDUIT WITH PULLWIRE TO
TELCO PEDESTAL. FIELD VERIFY. -
ELECTRICAL LEGEND
ELECTRICAL METER
a J-80X/PULL 607E
DUPLEX REC£PTACU
DtsmNwcT,
NON f175ED ASPS, FUSED OR
ASPS,
ATS AUTOMATIC TRANSFER SIYRCH
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
GRC GALVANIZED RIGID CONDUIT
r \
UNDERGROUND CONOUfT
ABOVE GROUND L`ONDUfT
T\ OVERHEAD TELEPHONE
0WRHEAD ELECTRICAL
,'110E� UNDERGROUNO ELECfRCAL.' SIZE AS SHOWN
T� UNDERGROUND TELEPHONE. SIZE AS SHOWN
CONTINUATION
(N) NEW
(E) LUSTING
(F) FUTURE
OO KEYED NOTE - NUMBER AS NOTED
G— GROUND
_EPS EMEROENCT POWER
—"P` POWER
—T— TELCO
TYPE 'A' LICHT FIXTURE MODELO
UTHONIA TF370M120. PROVIDE ALL
MOUNTING HARDWARE, CIRCUIT (P-7)
�r TORK#502HH 60 MINUTE
TIMER IN WP ENCLOSURE
LEMON %4925-2
(N) 3#3/0. 10G, 2'C
kT5 P
TVSS TELCO
(N) 2#12, 1/126
1 /2"C
&ELECTRICAL RISER
PANEL P 225A
RATING
VOLTAGE 120/240 SINGLE
PHASE
MOUNT SURFACE NEMA 3R
�~
OF
EOUIPMENi
KVA
SREnk[3I
1
POWER CABINET
Mp POLE A B
3
9'6
1D0/2 '
9.6
..
5
RECEPTACLE
7
UGHT
2
20/1
9
SPARE
2
20/1
11
QUAD RECEPTACLE TELCO20/1
13
GENERATOR CONTROL
20/
15
GENERATOR HEATER
3 3
20/11
17
GENERATOR BAT. CT-IARGER
7
20/1
1
SPARE
3
20/1 ~
20/1
(N) UNDERGROUND 2'C - TELCO
(N) MOD
COMMUNICATION
EQUIPMENT
(N) UNDERGROUND 2'C - POWER; 311. 116G
(N) UNDERGROUND 2'C - ALARM
(N) UNDERGROUND 17C -- POWER
HEATER & BAT. CHARGER - 3JI2, HITTOG
(N) UNDERGROUND I'C -CONTROL
(N) UNDERGROUND 2'C - POWER; 3#3/0, 1{6G
20/1
20/1
20/1
20/1
KAIC: 22
M AIH: 200A MCB
FED—THRU LUGS
KVA EQUIPMENT
9 6 FUTURE POWER CABINET
9.6 I
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
TVSS
PHASE A LOAD- 20.0 I I
kVA AVETRG£ MAPS:
PMA li LOAD: 20.5 f 70
KVA
TOTAL LOAD: 40.5 KVA
NOTES: I. CONNECT TVSS TO CIRCUIT 18,20. PROVIDE BREAKER AS SPECIFIED BY TVSS MANUFACTURER.
BREAKER IS SHOWN FOR BIDDING PURPOSES ONLY. MINIMIZE LEAD LENGTH
2. PROVIDE A FEED-THRU LUGS PANELBOARD. FROM
TVSS UNIT TO PANELBOARD.
NO
2
L
12
14
i6
18
20
0 RECTTED BY ULESAS
SE EE
GENERATOR
BY OTHERS
GRADE
GENERAL NOTES -
ALL ELECTRICAL WAING SHALL
B
INSTALLED IN ACCORDANCE WITH THE
LATEST NATIONAL ELECTRICAL AND
BUILDING CODES AND ALL OTHER
CODES HAVING JURISDICTION.
ALL WIRE SHALL BE TYPE THWN
COPPER, MINIMUM SIZE 412 AWG.
EXCEPT CONTROL WIRING.
ELECTRICAL CONTRACTOR SHALL
CONNECT GROUNDS FROM ELECTRICAL
EQUIPMENT ENCLOSURES TO EX7ER4&
GROUND LOOP. CIRCUIT GROUNDS
SHALL BE ISOLATED FROM EQUIPMENT
GROUND AND SHALL BE ROUTED
ISOLATED THROUGH TO THE GUTTER.
ELECTRICAL CONTRACTOR SHALL PAY
FOR AND COORDINATE ELECTRICAL
SERVICE UPGRADES WITH LOCAL UTILITY
COMPANY.
CONTRACTOR SHALL FILL TRENCH
EXCAVATIONS AS NOTED IN TRENCHING
NOTES OF THESE DOCUMENTS.
STUB UP LOCnONS FOR ELECTRICAL
AND TELEPHONE SHALL, BE
COORDINATED WITH LESSEE AND
SHELTER MANUFACTURER ORAWINGS,
_ CONTRACTOR SHALL PROIRDE ALL
R ON JOB SITE
INCLUDING RY ENTRY CONDUCTORS, METER
AND DISCONNECTS AS REQUIRED. IF
VICE
5 NOT AVAILABLE. CONTRACTORpoWrR COMPANY TEMPORARYESHHALL
PROVIDE A 10KW MINIMUM SIZE
GENERATOR To SUPPLY DEMAND,
COORDINATE; EXACT ROUTE OF
UNDERGROUND CONDUITS WITH LOCAL
UTTLITY COMPANY PRIOR TO
INSTALLATION.
PROVIDE LONG SLEEVE ELBOWS,
TELCO CABINET. PANEL, reW
EQUIPMENT PLATFORM. EQUIPMENT ON
PLATFORM, ARE PROVIDED BY OTHERS
AND ARE SHOWN FOR REFERENCE
ONLY. CIRCUITS P-5, P--7 AND P-11
CIRCURET] To PANEL 'P'.
SPOT ALL UNDERGROUND UTILITIES AND
SPECIALTY ITEMS SUCH AS GROUND
RODS AND GROUND RINGS PRIOR TO
DIGGING, REAMS ARE NOT LIMITED TO
111E ABOVE, DAMAGED ITEMS SHALL
BE REPAIRED AT NO ADDITIONAL COST a
TO OWNER, BACKFILL AND PATCH TO '
MATCH EXIS71NG CONDITIONS, REFER
TO 'TRENCHING' IN THIS PROJECTS
DOCUMENTS,
CONTRACTOR SHALL COORDINATE x
ELECTRICAL EQUIPMENT BONDING WITH
GROUNDDgERNAL �
CONTRACTOR PERFORMING THE WORK
ON THE GROUNDING PLANS.
TENANT
LOAD ANALYSIS 120/240V 2P 3W
DESCRIPTION
LIGHTING
RECEPTACLES
POWER
FUTURE(p. CAS.)
OTHER
TOTAL
KVA FACT,
21.25
.6 1
19.2 rI
19.2 t
1.3 1
KVA AMPS WSA
.6
r
+U.c I Icy 1 200
T! r• S�kT E O� r�
AR AN AS
L fr�F* v
REGf57ERL ❑
4 PROFESSIONAL
6rvGrtvLER !�
n 'f- # # ylt 1
%9fytoDpR12265
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C3 N
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Yc2cq
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CT: E m cp
Lu Go
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1~- = 'c o
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L 111 Q (] T
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ELECTRICAL
RISER _
510,:1 1 Li ti 1 [!k y
09.07.07 ISSUE FOR REVIEW
09.18.07 ISSUE FOR CONSTRUCTION
VK076905
ELECTRICAL SPECIFICATIONS
GENERAL:
THE WORK INCLUDED UNDER THIS SPECIFICATION SHALL
FURTHER INCLUDE THE FURNISHING OF ALL MATERIALS
AND ESEJWCFrSNECESPMENT SARY FORN THE FAFCOMPLETEE INOF 'ABOR STTALLA ON
OF
d ANELECTRICAL
UNMANNED STElECOMMUNICATIION ERVICE AND DFACILITY.INCLUDING ALL
ING MS
FOR THE CONTIE PLAATED TM S5 TE, AS SHOWN C8Y THEA
DRAWINGS AND HEREIW7ElR SPECIFIED.
SCOPE:
ALL WORK COVERED UNDER THIS SPECIFICATION SHALL
BE PERFORATED IN STRICT ACCORDANCE WITH THE
LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE,
N.F.P.A 70, AND STANDARDS OF NATIONAL, STATELOCAND
APPLICABLE ORDINANCES DAGENCIES AND SHALL CREGULqM S.OMPLY WITH THE
THE CONTRACTOR SHALL SECURE AND OBTAIN ALL
PERMITS AND LICENSES REQUIRED FOR THE PROJECT
AND SHALL PAY PERMITS. UCENS� ANBD BONDS TDS INNECTION LOCAL AVrHORMES
AS REQUIRED,
SITE VISITATION:
T THE
SITE
NEEXG WORK AND
WEFULLYEXAMIETHIS-nNCONOitI NS AND
LIMITATIONS THEREOF, INCURRED THROUGH LIMITATIONS
OF THE EXISPNG CONDITIONS. THE CONTRACTLIR SHALL
PRE FAMILIAR
PROJECT
WALL THE REQUIREMENTS OF THE
PROJECT AND STT£ITH , AS SPECIFIED IN THE ENGINEERING
DRAWINGS, AND REPORT ANY OISCREPANCIES TO THE
ARCHITECT/ENGINEER BEFORE INITIATING SITE WORK.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF
SPACE DAETIOEpFCOMENCHANCES TAND OL�TINTHE ELECTRICAL
SERVICE, EQUIPMENT AND MATMALS TO ALLOW THE
COMPLETE INSTALLATION OF THE PROJECT.
EXISTING SERVICES AND STRUCTURES IN A SMAINTAIN
MAIN TAIN
CONDITION.
UTILITIES AND ELECTRICAL SERVICE :
THE DATA IS SHOWN AS ACCURATELY ON THE DRAWINGS
AS THE WILL .
INCLUDE OUATE FUNDSf IN EACH
&TDI DDPRICE HTO COVER
THE INSTALLATION AND CONNECTIONS OF ALL LMLM
ES
AND THE RELOCATION OF ALL EXISTING ELECTRICAL
UTILMES WHETHER SHOWN ON PLANS OR NOT.
TEAfPORARY ELECTRICAL SERVICE sRALL BE PROVIDED
BY CONTRACTOR. EXACT LOCATION SHALT BE
COORDINATED WITH THE LOCAL POWL7R COMPANY.
SHOULD TEMPORARY POWER FROM POWER COMPANY
NOT BE AVAILABLE CONTRACTOR SFWL PROVLOE A
M'MIMUM 1OKW GENERATOR FOR TEMPORARY DEMAND.
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND
WORK. SUCHMETER. METER EHC.LoS1RE,ME �FD RS, CONDUITSORS,
DISCONNECTS. PANELBOW0 CIRCUIT BRFilLCERS,
LIGHTING, GUTTER, EMERGENCY GENERATOR RECEPTACLE,
CABLE �TNSO7Rk0XETE CORIING. WALL PENETRATIONS.
TRENCHING AND
SUBMITTALS:
THE CONTRACTOR SHALL MAINTAIN A SET OF HAND
MARKED, CURRENT As_BUILT" BLUEUNE CONTRACT
PRINTSDRAWING
ON COWPLETION OF
THE WORK,FURN SH THE ARCHITEC%QVGINEER ONE SET
OF BLUELINE PRINTS LEGIBLY MARKED IN RED INK OR
RED PENCIL
NEP
E THE CONTRACTOR SWILL INDICATE ON THE
DELETIOH]N PRINTS ALL THE CHANGES. ADDITIONS, AND
ELS TOCHANGES.UPDATE THE ORIGINAL CONTRACT DRAWINGS.
GUARA
WORK C
�� E�OVERCMERCAL CONTRACTOR SHALL GUARANTEE ALL
ED 13Y THIS SPECIFICATION AND TO BE FREE
FROM FAULTY, DEFECTIVE, OR IMPROPER MATERIALS OR
WORKMANSHIP
ACCEPTANCCR A E OF THE WORK.ERIOD OF CN5HOULD R AFTER THE
FAILURE OCCUR DURING STUD GU '� SUCH
ELECTRICAL CONTRACTOR S ARANTEE PERIOD, THE
AMEND AND MAKE GOOD Ham" AT HIS OWN EXPENSE
SUCH DEFECTS SETTLEMENT
AID/OR FAULTS. S
QUALITY ASSURANCE
THE CONTRACTOR SHALL PROVIDE ELECTRICAL COMPONENTS.
DEVICES, AND ACCESSORIES THAT ARE LISTED AND LABFI
AS DEFINED TN NFPA 70, ARTEGLE FT7F T7
00. BY A TESTING
AGE1
TJCY ACCEPTABLE TO AUTHORITIES HAVING JURISDfCTION,
AND MARKED FOR INTENDER USE. COMPLY WITH NFPA 70.
PROVIDE WIRES AND CABLES SPECIFIED IN THE DRAWINGS
THAT ARE USTED AND LABELED.
OEMOLMON:
THE CONTRACTOR SHALL PROTECT E)(MNG ELECTRICAL
EQUIPMENT AND INSTALLATIONS INDICATED TO REMAIN. IF
DAMAGED OR DISTURBED IN TH
REMOVEE COURSE OF THE WORK,
OrQU DAMAGEDAPACfTPORTIONS AND INSTALL NEW PRODUCTS
OF EQUAL CY, QUALITY. AND FUNCTTDNALTIY,
DYISTLNG CODE VIOLATIONS SHALL BE IDENRFTED AND
CORRECTED BEFORE IN71ATING PROJECT WORK,
ACCESSI13LE WORK. REMOVE EXPOSED EI£CTRfCAL
EQUIPMEW AND INSTALLATIONS, INDICATED TO BE
OEMOUSHEo, IN THEIR ENTIRETY.
ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY
AND WRING, INDICATED TO BE ABANDONED IN PLACE. 2
INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTI)N,
CA' RACEWAYS AND PATCH SURFACE TO MATCH EXISTING
FINISH. REMOVE DEMOLISHED MATERIAL FROM PROJECT Sa-F_
OPERATT70ML COMPONENTSFIIN ICAiEDR ECONNECTFOR RELO, AND MAKE
CATION.
ELECTRICAL REQUIREMENTS:
WHERE CONDUIT PASSES THOUGH WALLS, FLOORS, OR
OTHER MASONRY SURFACES, STEEL PIPE SLEEVES SHALL 13E
USED. THE INSIDE DIAMETER OF THESE SLEEVES SHALL BE
AT LEAST ONE-HALF INCH GREATER THAT THE OUTSIDE
DETER OF THE CONDUFf TO BE IN
PIPES ARE sf}TTED. AFTER THE
(IS INSTALLED, Fill THE ANNULAR SPACE BETWEEN
THE PIPE AND ITS SLEEVES WTfH A MASTIC OR WITH
SHREDDED LEAD USING PACKING AS REQUIRED.
SLEEVES PASSING THROUGH FLOORS SHALT, BE SET T
PROJECT ABOVE FTNfSHED FLOORS O
AND BE FLUSH WITH THE
UNDERSIDE OF THE SLABS. WHERE CONDUIT PASSES
THROUGH INTERIOR WALLS OR FLOORS, RIGID CONDUITS MAY
BE USED IN LIEU OF THE STEEL PIPE SLFFVES, PROVIDED
THEY HAVE APPROXIMATELY THE SAME ?NSfDE OWMETER OF
THE SLEEVES SPECIFIED ABOVE.
ALL
Urr
BREAKERS,SPEIAL 1�MINWLBCARDS- DISCONNECT
BOXES C AND OTHER
THEGELECTRIJCAL CONTRACTOR SHAlLIPMENT ITEMS EB ONITFTED WITOR INSTALLED BY
PERMMENTLY ATTACHED ENGRAVED PLASTIC NAMEPLATES.
UL-USTED BUILDING AND UNDERGROUND WIRES AND CABLES
WITH CONDUCTOR MATERIAL. INSULATION TYPE GABLE
GONSTRLFCTEON AND RATING AS SPECIFIED IN THE ELECTRICAL
DRAWINGS. CONDUCTORS MA7RIAL, FOR ALL INSTALLATIONS
SHALL BE COPPER. SOLID CONDUCTOR FOR NO. TO AWG
AND SMALLER; STRANDM CONDUCTOR FOR LARGER THAN
# 10AWG.
UL -LISTED, FACTORY -FABRICATED WIRING CONNECTORS OF
SIZE. AMPACfTY (RATING, MATERIAL. TYPE, AND CLASS FOR
APPLIPROJECT'S EAND INSTALLITION REQNLDIIREM NINE TS ANDPLY WIT -4
As SPECIFIED
IN THE DRAWINGS AND THIS SPECLFCATION.
FITTINGS AND ACCESSORIES SUCH AS, COUPUNGS, OFFSETS,
ELBOWS. EXPANSION JOfNTS. ADAPTERS, HCLD-DOWN 5TRAf�S,
ENO CAPS, AND OTHER FITTINGS TO MATCH AND MATE WITH
WIREWAYS AS REQURED FOR COMPLETE SYSTEM,
SURFACE JANETAL RACEWAYS SHALL BE OF GALVANIZED STEEL
WITH SNAP-ON CONI RS. FINISH WITH MANUFACTURER'S
STANDARD PRIME COATING. SURFACE NONMETALLIC RACE
SHALL BE OF 2 -PIECE CONSTRUCTTON, MAN UFACTUREDtiy
OFAYS
RIGID PVC COMPOUND WffH MATTE TEXTURE AND
MANUFACTURER'S STANDARD COLOR. TYPES. SIZES, AND
CHANNELS AS INDICATED AND REQUIRED FOR EACH
APPLICATION, WITH FITTINGS THAT MATCH AND MATE WITH
RACEWAYS.
GROUNCNG AND BONDING SYSTEMS.
IF GOVERNING GROUNDING AND BONDING REQUIREMENTS WHERE
TYPES, SIZES, RATINGS, AND QUANTMES SPECIFIED ARE IN
EXCESS OF THE STANDARD NATIONAL ELECTRICAL CODE (NEC)
REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS AND THE
GREATER SIZE, RATING AND QUANTITY TYPES GOVERN.
EQUIPMENT GROUNDING AND BONDING CONDUCTORS: COMPLY
WITH 2005 EDITION NEC ARTICLE 250 FOR TYPES, SIZES, AND
QUANTITIES OF EQUIPMENT GROUNDING CONDUCTORS, EXCEPT
WHERE SPECIFIC TYPES, LARGER SIZES, OR MORE CONDUCTORS
THAN REQUIRED BY NEC ARE SPECIFIED.
GROUNDING ELECTRODE. MAIN SWITCH GROUNDING ELECTRODE
SHALL BE A 10' COPPER -CLAD
TO THE EXTERNAL GROUNDING RING ROD AND SHALL BE BONDED
GROUNDING PLANS. PER NEC. REFER TO
THE GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE
GROUNDING COPPER -CLAD ROD SHALL BE LUG CONNECTIONS,
BONDING CONDUCTOR TO THE GROUND RING SHALL BE THE
SAME SIZE AS GROUNDING ELECTRODE CONDUCTOR OR PER
NEC. REFER TO GROUNDING PLANS.
THE GROUND RING SHALL BE CONSTRUCTED AS SPECIFIED ON
THE TE, THE
GROUNDRING(CONDUCTOR SHALL BE BURIED AWINGS. FOR A DNOL LESS THAN
THIRTY (30) INCHES BELOW SITE GRADE.
WIRE AND CABLE GROUNDING CONDUCTORS_
ALL CONDUCTORS SHAWN
LL BE TYPE TIACAPPER.
SIZE SHALL SIE 012AWG, EXCEPT CONTROLMINIMUM
PPER.
COMPLY WITH NATIONAL ELECTRICAL CODE, TABLE R. EXCEPT
AS OTHERWISE INDICATED, FOR CONDUCTOR PROPERTIES,
INCLUDING OF GROUNDING
CONDUCTORSrTO BIE COPPER .RIAL EQUIPMENT GROUNDING
F
CONOUCTORS SHALL BE INSULATED WfTH GREEN COLOR
IYSULATION AND CROUNOLNG-ELECTRODE CONDUCTORS SHALL
BE STRANDED CABLE. UNDERGROUND CONDUCTORS SHAD_ BE
WE. TINNED, STRANDED. EXCEPT As OTHMWISE INDICATED.
BARE
FOLLOWING: COPPER CONDUCTORS SHALL CONFORM TO THE
1. SOLID CONDUCTORS: ASTM B 3,
2. ASSEMBLY OF STRANDED CONDUCTORS: ASTM B B.
3. TINNED CONDUCTORS: ASTM a 33.
DISTRIBUTION PANELDOARDS:
ENCLNTED
CABINOET'SRES SHALL BE AS INDICATED. �NEMAUSH OP8S1. TYPE-IURFACEUNLESS
OTHERWISE INDICATED TO MEET ENVIRONMENT; ' CONDRTONS
AT INSTALLED LOCATION.
2• WET OR DAMP INDOO1- OUTDOOR LOCATIONS: R LOCATIONS: NEiAA250, TYpE4.
3. HAZARDOUS AREAS INDICATED ON DRAWINGS:
NEMA250, TYPE 7C.
THE BUS SHALL BE HARD DRAWN COPPER OF 98 PERCENT
CONOUCTTVATY, THE MAIN AND NEUTRAL. LUGS SHALL BE OF
THE COMPRESSION COPPER TYPE AND THE EQUIPMENT
GROUND BRANCH-CRCUFf EQUIPMENT ADEQUATEUS SHALL. FIE FEEDER AND
GROUND, COPPER CONDUCTORS
AND BONDED TO BOX.
PROVIDE OVERCURRENT PROTECTIVE DEVICES AS INDICATED
TYPEDS
SWITCHBOAS ARDS, AND AND ALSO AS GRAL Np OUALLYY OF EN L�OSib AND
MOUNTED SINGLE UNITS.
BRANCH -CIRCUIT BREAKERS: WHERE OVERCURRENT
BREAKERS.SEPROTECTIVE 0OBOLT-ON CEs ARE IC RCAUIT BREAKERSTO BE �RCUIT
EXCEPT
CIRCUIT BREAKERS 225-A FRAME SIZE AND GREATER MAY BE
PLUG -IH TYPE WHERE INDIVIOUAL POSITIVE -LOCKING DEVICE
REQUIRES A4ECHANECAL RELEASE FOR REMOVAL OVERCURRENT
PROTECTIVE DEVICES SHALL BE MOLDED -CASE CIRCUIT
BREAKER, NEMA AB 1. HANDLE LOCKABLE, AND
CHARACTERISTICS SHALL INCLUDE FRAME SIZE TRIP RATING,
NUMBER OF POLES. AND AUXILIARY DEVICES AS
MIINDICATED
L} INTERRUPTING CAPACITY RATING TO MEET AVINDIC
FAULT CURRENT. AILABLE
DISCONNECT SWITCHES -
ENCLOSED, NONFUSIBLE SWITCH: NEVA KS 1. TYPE HD,
WITH LOCKABLE HANDLE. ENCLOSED, FUSIBLE SWITCH. EIDAA
AND SMALLER: NEMA ICS 1, TYPE HD, CUPS TO
ACCOMMODATE; SPECIFIED FUSES, ENCLOSURE CONSISTENT
WITH ENVIRONMENT WHERE LOCATED, HANDLE LOCKA$LE WITH
2 PADLOCKS, AND INTERLOCKED
POSITIOk. INlTII COVER IN CLOSED
ENCLOSURE' NEMA KS T. TYPE 1. UNLESS OTHERWISE SPECIFIED
OR REOUIRED TO MEET EWRONMENTAL CONDITIONS OF INSTALLED
LOCATION.
1. OUTDOOR LOCATIONS: TYPE 3IR"
3. WET OR
HAZARDOUSLOCATIONS:
AREAS INDICATED ONDRAWINGS: TYPE 7C.
CONNECT DISCONNECT SWITCHES AND AND
COMPONENTS TO WIRING SYSTEM AND TO CfRCUFT GRO ND E�DECATED
AND INSTRUCTED By MANUFACTURER, TIGHTEN ELECTRICAL
CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S
PUBUSHED TORQUE -TIGHTENING VALUES, WHERE MANUFACTURER'S
TORQUE VALUES ARE NOT INOICATED, USE THOSE SPECIFIED IN
UL 486A AND UL 4859.
TESTING: AFTER INSTALLING DISCONNECT SWITCHES AND CIRCUIT
BREAKERS AND AFTER ELECTRICAL CIRCUITRY HAS BEEN
ENEWITH 1EQU DEMONSTRATE PRODUCT CAPABELITI' AND COMPLIANCE
WITH REQUIREMENTS.
DIETER INSTALLATION:
ELECTRICAL CONTRACTOR SHALL MOUNT METER SOCKET AND
METER ENCLOSURE IN AN APPROVED MANNER USING GO❑A
WORKMANSHIP. METER MOUNTED PLUMB, LEVEL AND BENFA SEINED DIIREC RE LY TOBE
THE
BUILDING OR STRUCTURE USING REMOVABLE STEEL FASTENERS
THAT DO NOT RELY ON PLASTIC OR SIMILAR NON-1AETALIJC
EXPANSION COMPONENTS, WOODEN BACKERS MAY BE USED
WHEN THEY ARE A PERMANENT PART OF A BUILDING OR
STRUCMROSE() To THE
WEATHER. PENETRATIONS TO MER ENCLOSAND WHERE THEY ARE NOT UREE
ETSHALL BE NEATLY
DRILLED OR PUNCHED AND DRESSED SMOOTHLY,
SHALLMETER SOCKET
PHASE, AS FURNISHED BY THE LOCAL ELECTRIC UTILITY. THE
COORDINATE CONTRACTOR
AANTOSELECT
MMATEO DEMAND LOAD OF SOCKET00 AMPERES
AND A SINGLE PHASE SERVICE ENTRANCE VOLTAGE FOR AN
OVERHEAD OR UNDERGROUND SERVICE.
TRANSFER SWITCH:
TRANSFER SWITCH SHALL BE RATED FOR ELECTRICAL
SERVICE. VOLTAGE, AMPERE AND ENCLOSURE AS INDICATED.
SPECIAL SYSTEMS;
SPECIAL SYSTEMS CONDUIT CONSISTS OF TELEPHONE, CONTROLS
OR ALARMS AND SHALL BE PROVIDED WITH PULLWIRE AND SIZED
AS E
UNLESS N�DOOTHRW SES ALL ROUTING AND HSTUBB-LIPS SHALL
BE COORDINATED WITH LESSEE
TRENCHING:
CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR BURIED
LINES AND AFTER THE THOROUGHLY TAMP THE EARTH IS
R'THAROUNDCUNES ANE SHALL D SHALL BRING
THE EARTH TD THE REQUIRED
SETTLEMENT. LEVEL TO PREVENT FUTURE
ALL BACKFILLING OF TRENCHES WHERE UNDER CONCRETE
FLOORCRUSHED DRIVE C WITH SAND.
D ROCK 0 GRAVEL AND IALKS SHALLN A OMAN R THAT WILL
PREVENT ANY FUTURE SETTLEMENT. ANY STREET OR
SIDEWALK SURFACE DAMAGED MOST aE REPAIRED TO THE
SATISFACTION OF THE LOCAL AUTHORMES.
� p6 t
ti! SPATE �Aw
AR AN AS
REGISTERED �
PRF£SSIONAL N
ENGINEER
NO. 12265k'�;l
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ELECTRICAL
t SPECIFICATIONS
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r 09.07.07 ISSUE FOR REVIEW
El
a 09.18.07 ISSUE FOR CONSTRUCTION
= I
E4
VK075905
v 0-0 ee Izo
Srplo: 1 • 40'
LOT 1
..� t OTTER CREEK VILLAGE
PLAT BK, E. PG. 872
\
I CONCRETE LOT 2 t \ \ 1
PAVEMENT1
CREEK VILLAGE
/ n I PLAT BK. E. PG. 672
EIpSTryG \ \
I
, p0' uTr[rrr
\
TRANS
1 1 TELE
—LOT 5— 7
OTTER CREEK VILLAGE
L S � • ; � PLAT BK. E, PG. 872 L
I
LEASE
AREA
1 ti J8g.8' I DOC. 48605 I 1
`1 I ASPHALT — L L
L4 PAVEMENT PTU TY
1 N 68'34'09" W 401,49'
oTPED
120' rA1GREss/
EwsnNC I EGRESS EASEMENT
IBULDING
1 �
LOT
I I LOT 4 1
J OTTER CREEK VILLAGE OTTER CREEK VILLAGEIX
I C
126
I 1PLIM6£R DIRECTION DISTANCE I Z
S BW36'16 E
L2 N 07'25'51~ E 7v.23' f O
N 07'2551" 34
N I L4 S 88.34'09 E 43.02' qEn 1'L1
oI LS S 86'.74'09' E 38.81. Slj
zI I LG S 87.55',8- E 30.DD'
5 OZ04 42' W 35,00" i �
I LB N Sr55's8" W 30.00'
L9 N 02.04'42- E 35.0D 1 Q
L N 02'04"42' E 35.78' I
LIP S 6755'T8" E 20.00'
112 S 02'04'42" W 14.95' I
LIZ N 01'2551' E 70.(w
L14 S 88'34'09" E 49.23'
I L13 S 02'04'42" W 36.67'
L7fi N 8x55'18- W 10,00' !
LI � I L77 N 0704'42" E 26.56' 1
L18 N 88'S4"09- W 39.17' f
LT9 S Or42'S7- w 20.12'
�gW COR SE1f4 5W1/4 -'--
SEC 5 TIS P13W
SITE PLAN SCALE: 1" = 40' NOTE; IF DRAWING IS 71•x77• -
REFER To GRAPHIC SCALE.
TRANS ` I
1 L14•-� ^'1 ---�
f
A
TPED_ — — _ �17M SF 0.0174 AC
l 1 11 I
1:
1
I I
IICY L6 •,
h f �
I5/BIR$
1 I
30' x 35' l
by I I°j LEASE AREA
3 1050 SF
0,0241 AC �.
I Trym I f ,p^
I1 I • �ryy + X
I I/uRs • _ L6 5n
1 T L,—,
I 1 ryh I
1 I
^ I 40
I 110 Iy 10 20 304
1 Scale: 1' 10,
ENLARGED SITE PLAN SCALE: 1" = 10'
LEGENDrN
O
PROJECT INFORMATION
PP -POWER POLE
o TPED - 'ELEPHONE RISER
CENTER OF LEASE AREA COORDINATES:
° WV- WATER VALVE
-�
:
FH - FIRF. HYDRANT
4' 39' 23.9647-
TOWER CENTROID
97 25' 39.9635"
- LIGHT POLE
302.2 (AMSL NGVD29)LP
IB EM - ELECTRIC METER
:®
GM - GAS METER
4' 39' 24.2985-
2' 25' 40.5245"
IRS - IRON ROD SET
02.1 (AMSL NAVD68)-
IRON ROD FOUND
TBM BENCH MARK
-T- BUILDING LINES
/EGRESS IN COMMON WITH LESSOR.
-^� FENCE LINE
• �- POWER LINE
LATITUDE AND LONGITUDE SHOWN HEREON
AND ELEVATIONS NAVD 1988, ARE BASED ON NAD83
VICINITY MAP
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOAH WEB SITE
AND IS APPROxIMATE.
y
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY,
1983 NORTH AMERICAN DATl1M,
hey`
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY.
SITE
BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS
08SERVATIONS PERFORMED COINCIDENT WITH SURVEY.
OTITR CREEK
CONVERGENCE ANGLE: -00' 14' 22-
SY ICPLOTTING ONLY. TPROPERTY IN
7[ ; ARE_ASOUTS 6E OF A 100 YR- FLOOD
'-AM
PLAIN AS SHOWNBY
MAP COMMUNrTy-pANCL NUMSER I DATD
H YD
1 I19I2401 NO SURVEYING WAS DONE TO DETERMINE THIS
FLOOD ZONE.
EXISTING
BUILDING
'6JjJ
r
20' INAIIES5/
EGRESS EASEMENT
8-351 SF 0. 1917 AC
On
41 4
�N
o TPED
SURVEYOR'S CERTIFICATE
The undersigned hereby certifies unto Vernon Wifeless that (o) Ihls survey
draw;hg is Dowd upon on on-Ph"mund surrey moec by the undersigned an " "•'
April 20, 2007 and as to mgttem at r",d
{20792-BroCewell do G;N;cn;, dated eff,Cjv& as reiiw61 uMoy pon Abatrartorr� ttTAI[
s Ce .LST � .
25;'SDF
Precise Land ReCards, eaYerirg the LS. 2007, issued by '�ease Property (the �Ldosr Properly") =�= ARKANSAS '•%
rT4
aascraed an Shia drawing; (b) this survey accumieV shows to Ine pest a} my
knawlsdge upon review df the eX;sling recorded inslrumtrnls provided (i) the w ;t 0-o.+T �esf
locdlion o! any bu;ld;nge, steue,urcs and other improvements situated Ort w
within the Lease Prta-.�
of said surrey, (S) Me cou gs mepd i
found by d the vmo r he prrit the lime
onQ •4 •"• y `��
ces
L LAt�,,d
ter
bDYndOr;e'U of the Leaoe Properly, and (4) all selback lines, encewvhmento.
Casements and rights -DF -way across, abutting Or affecting the Lease Properly, pRWNf
as shown an the Absimetor's Cfrtificgta oe otherwise known to or obarrved by CK KRW
the undarsignoe, oWnq with ony rsearding in}nrmotion For Such Sal
dpck I;nbs, KRW
encradchmenls, easements and righty -of -w
Property shorn hamon ig accurate to Sher ore(a! 5q�'e Q Q Il.of the and easePlam ore
l e dis,. nc;cs, conflicts of shortages 7n area Or boundary lines, (d) Ine ZO c
legal description gtlached Ip Skis survey agcurgtC,y state the roar-ues and
measured distances }aMntl in performing the Ort -the -ground survey: (e) e-cepl
as shown on the g Nay drawing, to the pest of my knowledge upon review of u
the ewistirlq mcorped instruments provided, there are no (1) visible Or
Or IS - a o
0-r r;9hls-q7-way across Or abutting at affecting the Lease property, se w o N 9 W
msemenla 0-r rights-of-wdy beep's or shutting or affecting the Let"- 3
Property of which the undersigned has been OQv;sed, (3) riaiple eneroochenents
me
from the Lease Property Onto on Qdjocerll properly, or -to easements,
streets, or alleys, Dy ony of tlrr Lease PropertY pu4ding e,ructum5 or other
Improvements, or (4) v;s;DI& encroochmnnts an the Lease Property py bu;klinq
structures w Other improvements situated on odjoin;ng properly; (}) no sorban
of the Lease Property has been designated as tying within v flood zone 0-r
}food prone area as oesignoled on the most recent Flans k+suoud Rote r
promulgated by the federal Emergency Management Agency, except e5 shown Map
Z -
herean; pn (q) this survey meely the applicptile requirements for ,and Surveys
OS defined the Arkansas Minimum Standards fpr Pevpdrly Surveya and
Plats". V 1
Kurl;s R. abs SURVEY PLAT CODE: S • 1
R. P.L. S. �' 472
50o -01S -13W -0-05-q20.60-1472 _...
EASEMENT NOTES
Ratite doled M¢rth 8, 1974. }ile Morcel 19, 1974 to The; PubfiC
reawded In Volume 1285, Page 173. Dyes not 4 tet the ublic
Richt, ingresa/agrayy Dasdmenl or utility easement Mown hereon,
Right o! Way Peernit doted March 18, 1975. filed March 18,
1375 to Arkansas Power ontl LignS Company recorded ;n Volume
1330, Page 287, Does not affect the $0050 area. ;egress/egresY
easement or ut;uty easement shown harean.
Easement dated May 14, 1950, filed May 28, 1980 1p the City
of Little, Rack, Arkansas recorded in Datumenl Na,
Dries not affect the lease area, ingresz/s �-23031.
1i1;1y easement aFlawn hLYeon. 9re5's egaemenl or
Right of Way doled January 25, }981, $;led February 9, 1981 to
'Oblevafe-Alexonder Sewer fmprg
In Omenl No. 81-05513, Ootremenl District No. 1a nal offeet the fees. Orea,
recorded
ucu
i^9r�s/egress easemenj or uNr;ly casement shown hereon,
f{Cont 01 Way doled Jarµrory i5. 1981, lfied February. 3. 1$81 Sa
in Documenfrrvntl¢r SewOr Improvement dstnct No. 142 recorded
n Document N❑. 81-05623, bats not affect he IOose area,
•ngresVegress gas..., w uPity easement shown hereon,
kraht
bfovale-Alosver of Way doted Fshe.uoey 3, 1981, filed February 9, 1981 10
Server Impro"mont 0;5,frcl No. 142 recorded
Oocumsnf f4v. 81-05634_ Does flat affect the Fossae or0o,
ingress/egress eosem .1 or utility easement. shown hereon.
As2ignkmenl OF Eosoments doled May 13, 1991. riled dune 12,
1991 Ia it. City of ullro Rack recorded ;n Oa filed No.
easame38. Does not affect the lease area, ingress/egress
easement or Witty easement shown herd•
insemenl dated Mofch I3.
R9 S to 19951 sled Marts 13,
NbArkansas . 95-1 3 0. Does Wrote Rotaffeci She led" recorded in Document
eosement or utifily easement shown herCv area, tngreSs/agrdds
Right of Way Easement doted May 8, 1995, filed May 15, 1995
to the 36. a Little Rack, Ark* s recorded ;n DoCumcnt No.
95-rnfint ulij net alfec! the leo" area, ingress/egress
eaaernent or Wilily easement shown hereon.
Bin of Assurance Lot 1 Otter Creek Village Commercial
Subdivision Glad April 26 1996 recorded in Document No.
96-30862. Affects north adiviner.
Right o! way Easement dated December I1 1996 fled February
19, 1997 to Lithe Rock Sanitary Saxer Committee recorded in
parent If No. 97-10830. Genmol easement effecting entire
parent IreCl.
Easement dated Moy 20, 1995, }ped May 21 1996 to Shur -Valu
Slumps, Inc., recorded in Document No. 96-36552. Copy not
P^ zin..
Peel and fAt! of Aa2u100en Lo! 2 attar Creek Ylfage Shopping
Oacumenl leo, 97- ril 1• 1997'filed April 1, 1997 recorded ;n
02CD08. Affects entire parent IrocL
Easement by Phis plat-011er Crack Lot 2 tiled AW,$
recorded in Volume E, Page 892. Shown hereon I, 1997
Right of Way Easement dated February 20, 1998, filed March 16,
1998 to the City of Little Rock Arkansas recorded in Document
No. 98-018605. Shown hereon,
Peal and Sipled oApro ;;a 999 fie Oiler Creek Video" Shopping
Center doled
Document No,
99-31402. Describes 30u heo t9 adia Aar. din
Ami o en r Assurance Lala 1, 2, and 4 011e, Creak Vlfgge
dolso N Center and MOT Creek Village eammerC;vl Subdivision
d°led Navamber 4, 1999, filed NoyOmber 5, erci retarded ;n
Daaumeni No. 99087388, Affects north adjoiner, western portion
of Porenl tracl and sauthraal odjoiner.
Amended 891 of Assurance Lots 1, 2, and 4 Q1tef Crack Village
do,_
Cen ler and alter Croak Ylloge Cartu'r igf Subdivision
Cased February 10, 2000, filed February 2g, 2000 recorded in
Dacurneol No_ 2000012987. Affects north adjn7ner, waslarty
P6+[;an of pqe At batt and southeast adjoiner,
Easement bythis prat - Otter Creek Lot 5 ('led February 7,
Wot recorded in Volume G, Pagp 0004. Shawn hereon.
Pel and Bill of Assurance Lot 5 Olter Creek Village Commercial
the ubj;a doled I-ebrvary 7. 2001, f4ed February 7. 2007 to
the Public racprdgd Oopument Na. 2001009452. Shown
hereon- eostery PorNan of parent tract.
Poaf and Bill of Assurance Lot 5 dated February 22, 2001, filed
February 22, 2004 10 the Public recorded ;n Document No.
2001Qf3152. A}Tecta easterly portion of parent trawl.
LEASE AREA
8EING a tract of land siluole, in the Southeast Quarter of the
Sout
We
hwest Duorter of Section 5, Township 1 South, Range 13
in sLot 2. otter t, L;tlle Rack, Pulaski County, Arkansas, also being situated
the plot thereof Crecordedain ppcl Cvmmenoidt Page
a72 according [o
Records, Pnoaki County, Arkansas,Bank E. ng G t a, and
portion of td acing Ou[ a} Ona ❑
hat certain !Cott of land cantay ed to after Creek
Village Com+nerc;ol, !LC„ h
20 ar and r0[arded in Oa y rtn IC NO, Decd doled August 8,
Recarea, PulCsk; turnenl No. 20050784914 Dead
described as fa11 CCwosu'nly, Arkansas• and being mors parl[..rony
COMMENCING at the salrlhwesl Corner Of Sold Southeast Quarter
of SWhea Sorry CE SSa lrhg Be degrees C lms Se Township 1 Soup, Range
13
East, a d;slonce o1 162,78 o Q 36 minutes 16 seconds
tlegrees 25 minulea 51 Setarias el tEaat, Pa;nl; THENCE North 01
258.40 !eel the southwest earner of Passing al 0 distant. of
along the weal line of said Lal 2 and continuing
Post to a Point; THENCEsaid Lot 2 far a total distance of 338,83
degrees 34 minuf Os9aecondeOvrFIs Said
d asp line' South 88
to p 5/8• iron rod ae[ 'SecWitdistance of 38.81 foes
POINT OF BEGINNING hereof; OP mocked 1YEBB- i 472• fp lhr
THENCE South 87 degr[cs 55 minutes 18 seconds East, a
distance of 30.00 feat to 0 5/8- iron rad sal with COP marked
•WE86-1472 ; THENCE South 02 degrees 04 minutes 42 seconds
Wes[, a dr5tarea of .35,00 feet to v 5/8• iron red set with Cap
morkad '#M-1472'; THENCE North 87 d
18
secunda WOOL ❑ datgnce of 30.00 feetagree 55 minutes S et
wish Cop marked'WEBS•-1472•; THENCE NwIh28 degrees 04
minutes 42 seconds East, a distance of 35.00 feet to Iha POINT
OF BEGINNING hereof and containing 0,0241 acres at %050
squhre feet of fund, more or lass.
10' UTILITY EASEMENT
BEINO a Iract of tend S;tuoled in Sho Southeast Quarter of The
Soulhw¢sI Cugrtar of S"Pj.A 5, Township 1 South. Range 13
West, L.11le Rack, Pulaski County, Arka
Otter Cn"a,soe, vlav ng silyaled
the plat Iherepf
th Lot 2. reek Village Cvmmercior subdj•;Ln according 1g
...Oroed in Plot hook E, Pogo 872, Plot
Records, PY1aak; County Arkansas, and being out of and a
'loge of leaf lotain tract of land c6nvey0d to Oiler Creek
'loge and
reerClal, LLC.. by Ouiloleifrl Deed doled August 8,
2[705, and recorded in Dxumonl No, 2005076491, peed
Records, Puroski County. A+kanava, geld being more paricWarly
described as I011orw,:
COMMENDING at c soulhwael corner Of said Southeast Ouorter
at the SoulhwC7t InQuarter of $actl
13 West; THENCE South 8an 5. Township i South. Rangy
8 degrees M minutes e
16 Seconds
East, a distance of 162.78 fee! la g Paint; THENCE conorth 01
2deg68.4ree0s Te2al5 minutes 51 seconds East, passing at v d.lCncs of
fsetthethe southwest Comer of Said Lai 2 aria Continuing
l o the ePDrNr PiAeOF IeEGINSaid NIo! 2 for v total diatonce of 365,16
NG hereon
THENCE con Erwinq along said went line, North OF degrees 25
m in utee 51 seconds East, o distance 01 10 DO lest to a Paint;
THENCE leaving s -ill west fine, South 88 degrees 34 minutes OS
seconds East, o distance of 49,23 feat too Point; THENCE
South fe degrees in minutes 42 seconds West, a distance or
Isoe7 areal described Ih ereon; being
HE an the north iiha of the
87 degree, 55 minutes F8 seconds EWes, 0 ng di�stgnce of n1000rlh
feat to a 5/8- iron rod sol with cop +narked lY£BB-1672
THENCE North 02 degrees 04 minutes 42 seconds Eo¢l grees 34
a
d;inul"slonco[ 25. 56 fcot to v Point; THENCE Narlh 68
OF de
mPOINT inutes 0 9 seconds West, o distance of 3g• S 1 feet to the
BEGfNNING boreal and eanfain;ng 0.6174 acres or 758
Aquhtra feet of land, more of less.
20' INGRESS/EGRESS EASEMENT
BEING a tract or fond Situated in the Southeast Quarter of the
Southweal Qugryer Of Section 5, Township I Scarth, Ronge 13
West, Little Rook, Pulaski County, Arkgnsad, also being siludled
in Lal 2. Otter Creek
the plot Vittpgc Cammerc7al Subdivision otcording to
thereof reCDrdpd m Plat BOak E, Pvga 872, Plat
Retards, Pulaski County, Arkansas, and in L❑I 5, Offer Creak
Village Cammeniof Subdvlakm according to the plot Shbfea!
recorded in plop Book G. Page OD4, PTCI Records, Puloski
Cwnty, AukaAyae and being out of ono o portion of (hot
certain [Cott of land convayad to Qttor Crea4 Visage Commercial,
LLC., by Quacroim Eked doled August 8, 2005, and retarded in
O❑cumenl No. 2pD-tr078491, Dead Records. Pulaski Cv,rnly,
Aukonsaa, and being more pary'culney describrd as follows;
of the SouthCING at the eoulhwast Corner o! said Southeast Quarter
of the South Quarter of Saclion 5, Township 1 South, Range
13 West; THENCE South 88 degroea 36 minutes 16 seconds
East, a distance of 162.78 feet to o Point;
degrees 25 minutes 51 S.cends Eos;, o distance.TTHENCE
North OF
in
a Paint, some bean the souWw 6840 teal
THENCE ofong She spulh line Of mid tCo�2eSouthSaid 88 Let'2,
as
34 minutes 09 seconds East, o disonca Of 43.02 foot d In the
POINT OF BEGINNINC hereof;
THENCE o iaov,nq sold South line. North Ox degrees 04 minutes 42
an the ao 1h line of !nrico of 35.18 fret IQ o Point, same being
e lease Oreo OCISC ihed hereon; THENCE
minutes f8 s¢ onine ds East. a cislonce of 20.00 feel
l1"50 Arco- South 87 d10 a Pasnl;
THENCE toav;ng said south line. South 02 degrees 04 minutes
42 seconds Nast, a d;slonee of 14.95 feel to a PO;nt; THENCE
South 88 degrees 34 minutes09 seconds East, a distance of
383.46 feet 10 a Point, some be;rlg an Ih0 west Kglel-of-way
line of Arkonsos Highway No. 5 (StageCCOCh Road -
right -at -way varies); THENCE along said wast right -Of -way line.
South 07 degrees 42 minutes 51 seconds Wast, d distance of
20.12 feel to a Point; THENCEleaving said wast right-of-way
fins, North Be degrees ]{ m;nules OS sedands west, a distance
Of t22.17 feet So ❑ Point; THENCE North 88 oegrees 34 minutes
09 seconds Wee%, o distance of 279,32 feel to rho PONT34in
BECiNNING and containing 0,1917 Cores or t to square feet D!
OF
Pond. mare w legs,
LEGEND
'o- PP
PROJECT INFORMATION
- POWER POLE
a TPED - TELEPHONE RISER
CENTER OF LEASE AREA COORDINATES:
SURVEYOR'S CERTIFICATE
° WV- WATER VALVE
�- FH -FIRE HYDRANT
NA027:
The undersigned hereby co tints unto Ver7tvn 1•TrCleaS Ihol 0
is based upon an an -the -ground
dPM She
LAT 34' 39' 23.980.7•
LONG
2 survey made
April 20, 2007 and by
a unders;gnnad on
a¢ to matter$ of regard
TOWER CENTROID
97 25' 39.9635•
ELEV.
rrltys upbn Absienclor's Cert;licolc
6'20792-8eaCewell Ee Giuliani, doled efrecllue
zi LP - LIGHT POLE
302.2 (AMSL NGVD29)
Precise Land Records, covef;ng Ihe Louse Property [the 25, 2
as aT May 25, 21107, issued by
issued
describe
® EM - ELECTRIC METER
NAD83:
P.
)
an This drawing; (e) this survey vcCuro'ey Stlows to the best of my
knowledge upon review of the
® GM -GAS METER
LLONG AT 34. 5•
es;sling recorded instruments provided (1) the
Co$glian al ony bulM;nga, atruefures
• IRS -IRON ROD SET
° IRF
2539' 40-5224.2S
E 97 25' 0.05245
ELEV. 302.1 (AMSL NAV08B)
and other ;mprovemenls situated on Or
w�tMn the Lease PrapeRy, (2) the facts found b
of said survey. [3] the y the undersigned at the lime
- IRON ROO FOUND
TBM BENCH MARK
NOTES:
COUMOS and map
baunderiva of the LtOse Pr cured di7tantcs oT the perimeter
casebboun
Operfy, and (4) off SDlbock
��.. BUILDING LINES
INGRESS/EGRESS IN COMMON
nIs and r' h lines, cn"GOChment5.
rp his- across, obull;Og Or affecting the Lease Properly,
os shown an the Abatractar'a Carf;ficate or athem;ee known
Aha
— � FENCE LINE
'�- - POWER
WITH LESSOR.
LATITUDE AND LONGITUDE
to Dr abserved by
unchme ts. o?Cngflm with any raca,dghls_af_ infrxm¢l;an Per such setback liras,
SncrppChmentS, c0semen lS and rights -v[ -w
LINE
SHOWN HEREON ARE BASED ON NAD83
AND ELEVATIONS hIAVD 1988.
q
Properly shown herron is accurate to the nearest) the Richt of tele Lease
no
VICINITY MAP
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOM WEB
AND E C DECLINAIO
tliscrepuncies, cgnllk;tg or Shvr[Oges a Oreo Or boundary f G I r Unit there
eree Ore
fag", ansgr'0do olfached to his survey occuraley slate the courras and
measured distoncas found ;n
b
SITE
LATITUDE AND LONGITUDE
as shown on the Surveyperforming the On -the -ground su
drawing. to the best of my knowledge upon n(0) except
The recY low of
Lw
�y
FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SVRVL7, 1983 NORTH AMERICAN DATUM,
°gr'almg
orf his-ol-wp Provided, $hero ore Le (1) ro FI easements
ncra$s obu Ling or gliadins the Lyase pr
casements yr ri his -of- pro FIX, (2)
pgn
y
BASIS OF ELEVATION: GPS OBSERVATIONS
property of Which the un�ers the Loose
ds hag hrentW9 OOCd f
SITE
WITH SVRyEY, PERFORMED COINCIDENT
(3]t-ngtole
from the Lease Property onto an adjacent ahmrnfs
BASIS OF BEARINGS' GRID BEARINGS BASED
properly, or onto easamenla
alrsell- gr alleys, by any of the Least Property bu;ldinq alruciu rs of vlhor
imProvements, or (4) O%;bfe encedochmenis
OTTE�w EEK
ON GPS
OBSERVATIONS PERFORMED COINCIDE ITH SURVEY,
ad the
structures or other ' Lease Properly 1,y hu;Wtnq
enls Situated Del adjoining
of the
CONVERGENCE ANGLE: -00• 14' 22"
Lease Pr ly has been property; (S) no portion
zone
rkol Prone area asn aesr'gn",ed an Ilhegmosl- lying
or
BY GRAPHIC PLOTTfNG ONLY. THIS PROPERTY IS
•1C . AREAS OUTSIDE
FIOpa Insurance Map
promufgp led by tho Federal Emergency Management Agency, oxcppt as shown
hereon; an (g) this survey meels the applicable requir0manfs
02 Gn �A
5a
OF A 100 YR, FLOOD PLAIN AS SHOWN BY
FIRM MAP COMMVNITY_PANEL NUMBER 0501B1OD91F.
10/19/2001,
the for toed survey.
CKSOa Mirnmum Slandords for pee Pe*tl• Surveys and
M
DATE"PPO
No SURVEYING WAS CONE TD DETERUINE TNIS
FLOOD ZONE.
Kurus R. ebb
R.P.L.S. d 472 SURVEY PLAT CODE:
500 -01S -13W -0-05-32D-60-1472 _