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HomeMy WebLinkAboutZ-8314 Map0 a O in a .-i n 0 N -ii .r LLJ 3 v S ILI fM rn n rn i n m Ln n Y N v is 5 v U En tn m Y Q C 0 LL verizo noweless SITE NAME Chenal_Valley_West Ar (165799C) PROJECT DATA SITE ADDRESS 19124 DENNY RD. LITTLE ROCK, PULASKI COUNTY, AR 72223 PROJECT INFORMATION: APPLICANT. OWNER: JURISDICTION: PULASKI COUNTY VERIZON WIRELESS CLIFF & ARLENE STALNAKER CODE: 5804 TRI COUNTY PARKWAY 19124 DENNY RD. SC HERTZ, TEXAS 78154 LITTLE ROCK, AR, 72223 CONTACT: CLIFF OR ARLENE STALNAKER OCCUPANCY: NIA PHONE: (501) 921.2035 CELL: (501) 690.4133 OR (501) 350.9406 ZONING: NIA DEVELOPER: ALAN TEGETHOFF 93-0690 2 CONSTRUCTION TYPE: - CELL: CELL:PHONE:501) LATITUDE: 34*46'13.668" PROPRIETARY INFORMATION LONGITUDE: 92'28'37.273" NOT FOR USE OR DISCLOSURE OUTSIDE VERIZON WIRELESS EXCEPT UNDER WRITTEN AGREEMENT PROJECT PARTICIPANTS DESIGNERS ELECTRIC COMPANY ARCHCOMM DESIGN, INC. ARCHITECTS ENTERGY 1840 LOGKHILL-SEL-MA, STE.101 SAN ANTONIO, TEXAS 76213 PHONE: (210) 308.9505 FAX: (210) 308-9936 STRUCTURAL ENGINEER LEHMANN ENGINEERING 1006 BECKETT SAN ANTONIO, TEXAS 78213 PHONE: (210) 348-889 ELECTRICAL ENGINEER MAROD ENGINEERING 128 W. OLEANDER AVE. LA FERIA, TEXAS 78559 PHONE: (956) T97-3300 CONSTRUCTION ENGINEER TIM CALETKA (210) 834-1654 IMPLEMENTATION MANAGER ANGELINA NETHERCOTT CONSTRUCTION MANAGER TRACY REEVES (682)531.3245 TELEPHONE COMPANY AT&T DENNIS HILL (501)373-1149 SITE ACQUISITION AGENT DAVID FRANKS SITE ACQUISITION SERVICES, INC. 4201 WINGREN DRIVE, SUITE216 IRVING. TEXAS 75062 PHONE: (972) 087-7000 PROJECT DESCRIPTION THIS IS AN APPLICATION TO DEVELOP AN UNMANNED WIRELESS FACILITY CONSISTING OF COMMUNICATION EQUIPMENT, CONNECTING CABLES, DIRECTIONAL ANTENNAS AND GPS. THE TOTAL NUMBER OF DIRECTIONAL 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 COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONAL AREA. THESE INTERCONNECTS 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. DRIVING INSTRUCTIONS DIRECTIONS FROM SOUTHLAKE, TEXAS: EAST ON SH 114 TO DOWNTOWN DALLAS. GO EAST ON IH 30 TOWARD LITTLE ROCK, AR. JUST BEFORE LITTLE ROCK, TURN NORTH ON IH 430 TOWARD FT. SMITH. EXIT FINANCIAL CENTER BLVDICHENAL PKWY AND GO WEST TO DENNY RD. CHENAL VEERS TO THE RIGHT AND DENNY VEERS TO THE LEFT. JUST BEFORE GORDON RD, TURN NORTH INTO DRIVE TO THE HOUSE ON THE PROPERTY. THE SITE IS AT THE EXTREME NORTHEAST CORNER OF THE PARENT PROPERTY, 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) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE; AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81. GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") ANSI T1.311. FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. VICINffY MAP NOT TO SCALE Little Rock Olt. �!l .F— T1 TITLE SHEET P1 SITE PHOTOGRAPHS C7 SURVEY N1 GENERAL NOTES Al SITE PLAN A2 DETAIL SITE PLAN A3 SITE ELEVATION A4 ANTENNA DATA, RF SHEET & 1A LETTER D1 GENERAL SITE DETAILS D2 FENCE DETAILS D3 UTILITY FRAME DETAILS D4 METER FRAME DETAILS DS ROAD & CULVERT DETAILS S1 FOUNDATION PLAN & DETAILS G1 GROUNDING PLAN G2 GROUNDING DETAILS G3 GROUNDING DETAILS G4 TOWER GROUNDING DETAILS G5 CONNECTION DETAILS E1 SITE PLAN E2 DETAIL SITE PLAN E3 ELECTRICAL RISER E4 ELECTRICAL SPECIFICATIONS 40 ONE CALL SYSTEM CALL BEFORE YOU DIG ,,) UNDERGROUND UTILITIES 1-800-482-8998 CA;ar �9 HOURS BEFORE YOU DIG, DRILL, OR BLAST. Q Ur M H04 QE (D tl��S j 0 uyF-co O Z O M 1 S _ L• � rt0+ N 0 J C d Ci =Rt1n zLu Q cl 1 ,I TITLE SHEET SFIf:I:T III5TUkY 10.11.07 ISSUE FOR CONSTRUCTION L 2. 3. 4. T1_ VK075937 O m a 00 q .-i n O 0 N m 2 a 9 O O 2 a Lu Ln 9- r; M Ol r, n Y Ln ro n M O n O Y 7 c U w C N ii 0 SITE PHOTOGRAPH �LTE PHOTOGRAPH .* q '� Y' Ate! �•ti-Y � . �•1. M IF NOTE: REFER TO SHEET SITE PH OTO� RAP H Al ANblORA2FOR LOCATIONS FROM WHICH PHOTOS WERE TAKEN 4 S17E PHOTOGRAPH rT U) p. ULu 1 N CV 04 00 '? Q k rn Y + F to U O �► o0 z 2 i"• O Q ter. � O to 040 2 Q C z � O a SIIImf- T 1'I I'I.1: SITE PHOTOGRAPHS 10.11.07 ISSUE FOR CONSTRUCTION I. p 1 V K075937 kcc;aily 4rap w, rs y .,, ,yf• S wG.vL'rl'_ blCeus lXly rw-rxcr hr�,er.e+ whmaearr r,.e.�va dy rA. rrr.:.r• paspryr fyl ►e.w. , CQ�rede C. sju7r w +A+gte ADir7aG5 NOTE: SURVEY SHOWN ON THIS SHEET HAS BEEN REDUCED IN SCALE TO FIT THIS SHEET AND THEREFORE IS NOT TO THE SCALE INDICATED. USERS OF THESE DOCUMENTS ARE THEREFORE CAUTIONED TO OBTAIN FULL SIZE, SEALED SURVEYS FOR PURPOSES OF PERMITTING AND CONSTRUCTION. S 89'04'OD' E L48' fA Lacofion 67+ C-0J.f'd' E- 1or.27' a y0•I1ry N 89^Oe'00' V n. r+ore r%(were. a ' u srr.P views a Lknx T e. sill V rad� Old An Wee r'es-rt eras w s�,. V r� L4n.s IRrte Inn s.s.• Mr Pre S as'v4`D5• 7sra• n 4.90 .00 SQ. 0113 PARENT TRACT BOUNDARY LINE TIES - FROM C/L ]A LOCATION TO NORTH PROPERTY LINE = 134.0'. FROM C/L lA LOCATION TO EAST PROPERTY LINE = 134.0'. FROM C/L IA LOCATION TO SOUTH PROPERTY LINE = 1177.0', FROM C/L IA LOCATION TO WEST PROPERTY LINE = 855.D', EASEMENTS: e easements listed hereon were taken from the title report conducted by: PRECISE LAND RECORDS 1170 W. Pioneer Pkwy. Arlington, Texas 76013 Ph: 877-860-Dl OO Certificate No.: 21180. Effective Date: 07/12/07 1. Lis Pendem dated February 23. 1990, Filed February 23, 1990 to the Public recorded in Document No. 00-09571. DOES AFFECT the Parent Tract as shown hereon and DOES NOT AFFECT the Lessee's Lease Site or Access/ULiiity Easement. 2. Right of Way Easement dated September 7, 1990, fled September 26. 1990 to the City of Little Rock, Arkansas recorded in in Document No. 90-53622_ DOES AFFECT the Parent Tract as shown hereon and DOES NOT AFFECT the Lessee's Lease Site or Access/Utility Easement. (As Shown) SURVEY OF A LESSEE'S LEASE SITE LYING IN A PART OF THE EAST 3/4 OF THE SW/4 OF THE NW/4 OF SECTION 35, T2N, R14W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL W PARENT TRACT DESCRIPTION The Eanl 3/4ths of the Sil NWl/4, Seetkm 355. Township 2 1:a4h. Range 14 Wool- Patntu :,purity. Arkansas, LESS AND Mfpt, p Poll of Iha SWt/4. NW1/4. Section 35. Township 2 North, Range 14 Wrm. more porlku!ar?/ deacr,aed es: Sldrhnq at rho ttorlkedss p Corner of the SW1/4, NWT/4, sold Section 35: thame North 88 degrees IS mMuua 17 necoride West. 11ANq the R11th enc pl J,W SW7/4 Nryl/4, 528.32 feet; thence South 0 degrees 52 minutes 59 eacond, West. 663.96 feel to o, iron p;n and the paint of 7 4 beginning: thence South 2 degrees 59 minutes q5 seconds East. 6,33 feet to on iron pin. lhvece $auth 11 dg� rera 42 mul incr 10 emconds Weak. 71.S0 fool 10 an iron pin; thence South 46 degrees 2s minutes 40 7ecand, 'test. 66-7 feet to on ton p:e; thence .o . d North 80 v eas 4$ rnlnulw 20 mccands Wes! 61.11 feel !o on Tenn T tNrnce Me HA 45 I Y p degrees 59 m:w as OS seeanda Well. t e veer N 6550 fee [a onop; IhocSoui.4fditroado$ 45 ere and? WQe}. llS ]6 !am[ 1a on ter, F'R tIenee lfWrh 45 AT C-1 o uia$m{ntrla rins SS eeeando W.V.Waa98mpin; thence Nprin 27 deg^ens s3 rtinetes 40 a ds Est, $41 74 tot 10 W. NW14 See .1k, & on Men pin, lNenet North P4 degrees 5] minulea 40 seconds goal. 135.96 real to en iron isnw Ihence t:arth 14 dciltaws D7 a,vwtes 30 tecands Eoa:, 49.75 feet to an iron pin; thence North 136 dvglaes ss minutes. 40 seconds Tml, 49.95 fret to an iron pin; sh<nce Swum 37 degrees 40 &;Marl.% So amends Est, 71.75 fool to the pov4 of beq:nnlnq. (CO it K' o1 Warranty Dead receded in InaL'umcnt Nuancmr 92 26435, Geed Rtcorda at Pulaski County, Arkahsm) 117' h 51-:w4e' E SURVEY OF A LESSEE'S LEASE SITE LYING IN A PART OF THE EAST 3/4 Saw OF THE SW/4 OF THE OF SECTION r„'r NW/4 35, T2N, R14W od'�.wr w PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESCRIPTION A tract of {and lying In and being part of the East Three Quarter (E3/4) of the Southwest Quarter (SW/4) of the Northwest Quarter (NW/4) of Section 35. Township 2 North, Range 14 West, as described In Instrument Number 92 26435, Deed Records of Pulaski Ceunfy, Arkansas; Said tract being more portioWarly described as follows: commencing of the origlnat stone found far the Northeast corner of void SW/4 of the NW/4; Thence S 01'55'00' W on the East line of said SW/4 of the NW/4, a dialonca of 74,00 feet to o point on said East lira; Thanco N B004'00' W a dielance of 74.110 feet to a 1/2' ;ran rod with cap sat tar the Northwest carmr, tad carrier h6ng the Point of Beginning Thence S 01'564OW W and Parallel with sold East line, a eislonee e1 70.DO feet to a t/2' Iron rod with cap set for the Soulheasl comer, Thence N WF14*007 W and appndiculor to DOW Coal Rnece • a distanof 70.00 feet to a 1/2' Iron red with cop set for the Southwest corner, Thence N D7N'56'DF E and parallel with saW East line, a distance of 70.00 feet to a 1/2' Iron ma With cap set for the Norlhweal corner, Thence S 1STOV00' £ perpendicular to said East, fiat, a r¢atanee of 70,00 feat to the Polnl of Beginning, conldnlnq 4.900.00 square feet a 00.113 acres, mare ar less - LESSEES ACCESS/U11Lk1Y EASEMENT DESCRIPTION A 20.05 foal wide easerrlcitt for ingress, egress and utility purposes erasataq a port of the East Three Quarters (E3/4) of the Soufhedat ONorlee ($W/4) of the Narthusot Quarter (NW/4) of Secl;on 35, Township 2 North, Range 14 West, al: described in btetramvrd flvmber 92 26435, Deed Records of Pulaski County, Arkansas; Said easement being 10.G0 feel on each aide of the fotio..ng described centerline: Commrncing at a 1/2' iron wad with cop oat tar the Norihwaee comer of the above described 0,113 acre Lneetr's. Lease Site; theta S 85"0VOO" E on the North line of said 0.113 Bare Lcuird's Lease Site, a distonoe of 35AO feel to the Pont of Beginninq on said North fins; Thence N 01'60'04' E and parallel with the East Fine of said SW/4 of the NW/4, a distance of 56,90 feet W a podnl; Thence IN 88'06S9' W a distance of 421,24 feat to the Point of lornhinption at the Eosle6y Rlghl-ef-way Ilse of Gordon Road, a public street. Side Rnn of said easement to be shortened or extended much as Iv begin an 11e North time of sold 0, 113 acre WishA Lease Site and terminate an the Easterly Wght-af-'ray line of Gordon. Road, a pubic VreeL I, Jerry M. Lavender, a Registered Professional Land Surveyor licensed under the laws of the State of Arkansas, hereby certify that this survey C) was made on the ground on May 17. 2007 for Verizon Wireless Tennessee Partnership d/b/a Verizon Wireless and Wooden. Fulton h Scarborough, P.C., (Tr) correctly shows the subject property and the location of easements. ROW and set back lines thereon that are visible or reflected on Corrected Abstractors Certificate Number 21180 with on effective dote of July 12, 2007, (iii) reflects the conditions found at the time of survey, (iv) except as shown hereon, reflects no encroachments or overlapping of improvements, and (v) that this survey conforms with the current Minimum Standards of Arkansas State Board of Registration of Land Surveyors. A£0e5�Fad0 %tat or oQr'' io $ a o -sawjUi- Jerry M. Lavender AR RPLSs 90 r ue.orwi, 4 r y� ra'4L cAri9 NOTES CONCERNING SURVEY: 1- This survey is based on -CORRECTED ABSTRACTOR'S CERTIFICATE' PROVIDED BY: Precise Land Records 1170 1 R;aneer Plkowyy ArO.-��ggton, Taman 76D13 DATEi} July s2. 20D7 I.N.CTOR: Uliko Riedel[ 2: Bearings shown hereon Oro based on the Arkansas State Plane Coordinate System, Arkansas South Zone, NAD83 Datum. 3: The elevations shown hereon are based on the NAVDBS Datum. 4: The Mtllude and longihrde shown hereon are hosed on the NA083 Datum and meet or exceed the minimum requirements Mar a FCC/FAA 1A survey which is defined os plus or minus 15 feet horizontal and plus or minus 3 feet vertical. TAis ;nfvrmolion was estabRahed and determimd by CPS an 5/17/07, 5: The Loscae'a lease sits sheen on this evrvay DOES NOT ur ilMn rho 10D year Flood plain ontl is focoteA within Ine Rood Zone it per the Federal Emergency Monagemcal Agency [FEMA3 os shown on the, Flood Insurance Role Mop ti1RM), Community Psnaf Number 050181 0036 F, which hQa•v on eNe % date o OeLobel 19, 200f., Flood Zone detemeinatlan s mode through graphic platting on" and no other re6pmIllxly iy herein assumed for daeuroey of the boae flood elevation ar (load Zone areas shown on the FIRM, 6: This survey does not provide any determination concerning wetlands, fault lines, toxic waste or any other environmental issues. Such matters should be directed to an expert consultant. 7: There may be additional burred or underground utilities in the area which the surveyor is unaware of and no liability for such is assumed heroin. ARKANSAS ONE CALL SYSTEM (1-800-482-8998) 8: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 9: At the time of Survey on 5/17/2007, No visible signs of drilling was taking place on the parent tract. ]i:SSEB'S Mdt AREA unless whaled, Ali Dose Is E. GRAPHIC SCALE L pressed 'n HA083 4 NAVD88 � y art to 4.800.00 9Q fiT. LOCATION/0. RIPTt LABTUDE LONL, TUBE ELEVATION N07E• IA data faken /ram Bearings Based on AR.S, P.C. 0.130 ACkI:S Lessee's lease site as Established b CPS on: 5 LlSS£E'S LFASE SIT£ OETAfL TE7WER NAD83 AAY11N8 Sd'ifi'3S_S66' 9:!'Id'37.273" 6'J336 Y /17/2D07 sruc, T zo' FOWER NAD27 13Cv0- 0 34'45'13.339^ 92721T36.705- fiO4 00' shown by ties on drawing, (� PSE[ 1 911 ADDRESS: TO BE DETERMINED Datum: Harz: NAD83 Arkansas South Zone `'FF t kh W ea SL Vert: Ccoid ^c NO. REVISION DATE BY DATE SURVEYED: DATE DRAFTED: }� LIGHT POLE (U/G I4C q � G - GAS LINE PR •PAiiF D BYs PREPARED FOR: SURVEY OF: i ADDED DISTANCE LINES FROM LEASE To PROPERTY LIN 1rt31 a OS/17/07 05/30/07 `0 UGHT POLE (O/H (LEG] ® GAS METER HAS S �U CIVE�Q� 09 Kc. 165799C/ CHENAL VALLEY WEST AR POWER POLE -T- TELEPHONE UNE FIELD OFACE E- GUY LINE l7 TELEPHONE RISER Surveying and WOR7i; C,V, WDF1K: J.L.S, _O/H-OVERHEAD ELECTRIC DENNY ROAD, LITTLE ROCK, PULASKI COUNTY, AR 72223 -U/G- U/C ELECTRIC ® SANITARY SEWER vANna",,,},E � � Telecommunication Company C}t,4 D JO$ WATER LINE -x-X- FENCE LINE SERVING THE CENTRAL U.S. i7 PREPARED FOR: BY: J.M.L. NO.; 3010,0566 ® WATER METER ® STORM SEWER MANHOLE 201 N BICKFORD. EL RENO, OK 73038 U�C2' I� f] �W ll`E 1E55 - D - STORM SEWER LINE PH: (405) 262-0249 - FAX: (405) 202-5107 u u u VE R I Z 0 N WIRELESS SCALD. 1„ qj' 0 WATER VALVE 0 T/2' IRON CC- WITH CAP SET 0 aAG NA. VStlALVE • 1/2' R7b F[W EMAIL- HSSURVEYINGISAOLCOM 5B04 TRI-COUNTY PARKWAY, SCHERTZ, TEXAS 78154 SKET OF I 0 rra n a 0 N n 0 0 N 1. FOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR — GENERAL CONTRACTOR OWNER — VERIZON WIRELESS PROJECT MANAGER — VERIZON WIRELESS OR DESIGNATED ALTERNATE LESSEE — VERIZON WIRELESS 2. CARE SHALL BE TAKEN TO LOCATE ALL EXISTING UNDERGROUND OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS BEFORE DIGGING OR DRILLING ON THE SITE. 3. UTILITY CHECK — BEFORE COMMENCING ANY WORK AT THE SITE. CONTACT THE ONE CALL SYSTEM IN THE STATE IN WHICH UNDERGROUND WORK IS BEING DONE. REFER TO ONE CALL NOTE ON SITE PLAN. 4. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE SURROUNDING AREA FROM FIRE HAZARD DURING 'HOT' OPERATIONS. ADEQUATE EQUIPMENT, PERSONNEL AND EMERGENCY COMMUNICATIONS SHALL BE PROVIDED TO PROTECT LIFE AND PROPERTY IN AND SURROUNDING 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 WITH FABRICATION OF INSTALLATION OF MATERIALS. 7. COMPLETE SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS FOR REVIEW PRIOR TO FABRICATION. DRAWINGS CONTAsNED IN THESE CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. 8. VERIFY ALL EXISTING SITE CONDITIONS, QUANTITIES AND DIMENSIONS BEFORE STARTING WORK. NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. 9. ALL BIDDERS SHALL VISIT THE SITE BEFORE BIDDING TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. 10. THE BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE WITH NO ADDITIONAL COSTS TO THE OWNER/LESSOR/PROJECT MANAGEMENT TEAM FOR ALL FEES, PERMITS, INSPECTION FEES RELATED TO THIS PROJECT, OR SEE THAT ANY AND ALL SUCH CHARGES ARE PAID BY THE RESPECTIVE SUBCONTRACTORS ASSOCIATED WITH THIS PROJECT. 11. THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO EXISTING FACILITIES AND SHALL REPLACE OR REPAIR TO THE ORIGINAL CONDITION AS DETERMINED BY THE PROJECT MANAGER. 12, CUT AND PATCH ANY AREAS WHERE REQUIRED BY THE SCOPE OF THIS PROJECT. MATCH EXISTING WORK AND MATERIALS EVEN IF SUCH WORK FALLS 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, MATERIALS AND EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE BUILDER/SUBCONTRACTOR WHO SHALL ASSUME COMPLETE RESPONSIBILITY FOR THE REMOVAL AND APPROPRIATE DISPOSAL THEREOF. 14. DIMENSIONS NOTED AS '+/-' OR 'VERIFY' ARE BASED ON MATCHING EXISTING CONDITIONS AND MAY VARY SLIGHTLY FROM THE DIMENSIONS AS SHOWN. NOTIFY THE PROJECT MANAGER IF SIGNIFICANT VARIATIONS ARE ENCOUNTERED AT THE SITE. 15. DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT NO DISRUPTION OF EXISTING FACILITY OPERATIONS WILL OCCUR. 16. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT ACCESS TO THE SITE MUST BE MANAGED AT ALL TIMES DURING HOURS OF OPERATION AND WHEN THE SITE IS UNATTENDED. WORK WITH THE OWNERS REPRESENTATIVE FOR SAFETY AND SECURITY AT ALL TIMES. 17. CONTRACTORS SHALL BE REQUIRED TO PICK UP ALL OWNER SUPPLIED EQUIPMENT AS DIRECTED BY THE PROJECT MANAGER WITH NO ADDITIONAL COST TO THE JOB. 18. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 19. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH VERIZON REPRESENTATIVE TO DISCUSS ALL ASPECTS OF THE CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY. 1. DIGGING AND EXCAVATION - HAND DIG ALL EXCAVATIONS AND TRENCHES IN AREAS SUSPECTED TO 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 WITHIN THE LEASED AREA SHALL BE FINISHED TO THE SAME STANDARD AS THE BALANCE OF THE EXISTING COMPOUND OR AT THE SOLE DISCRETION OF THE PROJECT MANAGER, THE FINISH STANDARD OF THE LESSEE SHALL BE PROVIDED. REFER TO ITEM #3. 3. LESSEE SITE FINISH STANDARD — PROVIDE A MINIMUM 4" THICK LAYER OF CRUSHED STONE (APPROX. 1" DIAMETER W/O FINES) OVER 6 MIL. WEED BARRIER, OVER 6" COMPACTED BASE. FILL MATERIAL SHALL BE EQUAL TO CRUSHED LIMESTONE CONFORMING TO STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR TYPE 'A', GRADE 2 MATERIAL COMPACTED TO 95% PROCTOR DENSITY OVER A COMPACTED SUB —GRADE THAT WAS SCARIFIED AND RECOMPACTED TO 95% PROCTOR DENSITY. 4. REPAIR/REPLACE — AT NO ADDITIONAL EXPENSE TO THIS CONTRACT, ANY CONSTRUCTION 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, SHALL BE PUT IN A PRECONSTRUCTION CONDITION TO THE 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 REQUIRED BACKFILLING WITH MATERIALS EXCAVATED FROM THE TRENCH WILL BE PERMITTED UNLESS OTHERWISE DIRECTED BY THE PROJECT MANAGER. ALL TRENCH BACK FILLING SHOULD BE COMPACTED IN LIFTS NOT TO EXCEED 6" COMPACTED DEPTH AND TO 95% PROCTOR DENSITY FLUSH TO THE SURFACE OF 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. L � }+ N N F em— G/ 00 TO Z � J — C Qa ti � C Ord rim LA J C r p Ix d w z a Z W N w, W CD SIIL•kiF 71 FE.Fi GENERAL MOVES SHkF I' HNT0kY IMI 10.11.07ISSUE FOR CONSTRUCTION 1 s, Nl_ VK075937 Ln m a I 2 PT fe.ryT� I ' r rr r pr • S j/ ASPHALT ROAD I RIGHT -OF- 7r LINE (E) 3687 OF RUN AND 71' OF RISE = 1:5 OR 20%.' SLOPE !' {N) cuLVERr W/ COJ HEADWALL LOCATE ON CEN RUNE o OF (E) DRMNAGE� DITCH APPROACH AS .r� � o r e ER LOCAL (N} 20' WIDE / .. REOUIRE►AENTS ACCESS & UTILITY EDGE OF (E) ASPHALT EASEME14T ."(E) OVERHEAD 1r!� ❑j P1 r (E) TELEPHONE T f --PEDESTAL I�'� (E) UTILITY / POLE I 1 r THIS SITE PLAN WAS DRAWN WITHOUT THE BENEFIT OF A SURVEY; THEREFORE. THE CONTRACTOR SHALL VERIFY ALL EXMINC CONDITIONS. QUANTITIES AND DIMENSIONS BEFORE STARTING ANY WORK, NOTIFY THE: CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. SITE PLAN NORTH 40 20 0 .40 (N) 12' WIDE ACCESS ROAD 12'-0"-I S (N) DRAINAGE ROAD i (N) 70')70' LESSEE I.EAS£ AREA — - - REFER TO SURVEY _ FOR EXACT LOCATION_ — EQLESSEE UIPMENT (N) WOOD/CHAIN-LINK FENCE ;/3 STRANDS OF SA RBED WIRE (N) RAINTED STEALTH MONOPOLE TOWER F W L q- A '995 �I1E111Elsts�51 i L..• N I cm W e— c�] N ~ N � _ co V of tY u] U7 0 �Eaxia r r C3 um ~ 0 Z 1 e� LLI Ad N CD C 0 J CID cv x �' 1NIli;-T TE7�I.L' SITE PLAN sllcl:r IIISTORY 10A1_07ISSUE FOR CONSTRUCTION 4 E. ;RKANSATS ONE CALL SYSfEW, t 3. CALL BEFORE YOU DIG s LlNDEliROUAl6 UTILITIES ,, I""►� r1u +e uas 3E:;8 6 YOU O1G, MI. rR RIAST, VK075937 m cr 0 w U z w tl I j (N) 20'-0- ACCESS & t UTILITY EASEMENT 5 -0" 12 --0- .� 25--0" I (N) 12'-0- ROAD & GATE --------------------- ,......8B'04'W E 70.OD' I '\ f 7 —a+ AREA- (N) GENERATOR i L_......__--J (N) 10'-0" CONC. SLAB 5 U (N) LESSEE e EOUIPMENT ON SLAB N T.O.S. 611.5• _ {i ii (L tF ) Mul urr I I L_ PArR WOOD I sw/3sR MRSED WERE 2--0" ��- UiMDSCAPE AREA t_ f37'-6" ICE BRIDGE W/ TRAPEZE ASSEMBLY a Z N REFER TO' SITE DEVELOPMENT & FINISHING NOTES - SHEET N1 w z w Y• r ToYY1;R CE�Ru ff (N) STEALTH MONOPOLE TOWER - PAINT GREEN TO MATCH COUNTRY CLUB ��, --LANDSCAPE ARIA-___, N 8W04 a0" W 70.00' 59'-0" (N) 58'-Q' FENCED AREA (N) WCOVCHAIN-LINK FENCE W 3 STRANDS OF BARBED WIRE —�- w (N) 70'x7O' LESSEE LEASE AREA - +� REFER TO SURVEY FOR EXACT LOCATION x t� 4 r�r _ G3 Y I x `- a 1,�«111L111If1111���I t� A N �►+rrnnml ad o T n a _ i N F- ; Y7 O is E I 0 L) 0 co �? O m CS I� w :m 0 !` < � C 00 z d Z j w � o4F y NORTH Jc e- I L) ' D TAIL SITE FLAN sllf_i:r •rrrl.r: SCALE: DETAIL SITE PLAN 8 6 4 z 0- 4 8 SIJF'IiTIIESr0RY I �- 10.11,07 ISSUE FOR CONSTRUCTION G T, a 3. �V�A"SAS L1N il�LL 5YSTEAfi AI LE3ERDIGlNQER 'RCILI_ U I ILlTIES x �8?—F99"3 ER VK075937 (N) LIGHTNING ROD (N) ANTENNAS & SUPPORT SYSTEM INSIDE STEALTH TOWER - (N)1, 5'-0" ANTENNA MOUNTING HEIGHT I 15'-0' ANTENNA f I MOUNTING HEIGHT I I (F 105 -D' ANTENNA I I ry' MOUNTING HEIGHT nJn I� 95'-0' ANTENNA � lOUNTING HEIGHT j II F 85'-O' ANTENNA I I MOUNTING HEIGHT I I 7V-V ANTENNA I MOUNTING HEIGHT i i (N) STEALTH MONOPOLE- PAINT GREEN TO MATCH PLEASANT VALLEY COUNTRY CLUES- - (N} FFAWOOD/CHAIN-LINK (N) LESSEE (N) ICE BRIDGE CE W 3 STRANDS EQUIPMENT/ TRAPEZE AYSEM OF BARBEL] WIRE--7 CONC. SLAB-,j - (N) UTILITY FRAME- GENERATOR N CONC. SLAB (N) WOOD CHAIN -LINK FENCE W1 3 STRANDS OF BARBED WIRE TOP OF FOUNDATIONWER I� AND TELCO BOX CD SITE ELEVATIONSCALE: N.T.S. L w ljj Ir 3 0 0 a 0 z 0 x QJQ 0 I 0 M r: L Q elFul �F I ti )to ti Q QRia Y is F co ci 0 1`1i m zrs?2M ]V rC* -1 !V. Gcn 1-- 1- ooa J G z*v, o ] z ••� Cc z w a rL �f SHI.'F I I ITI.E. SITE ELEVATION 10.11.07 ISSUE FOR CONSTRUCTION E< 7 a- A3 VK075937 Rx 0 ( ' Alpha Se!TEl. r %VSEE see noteRF DATA SHEEPFOR y� rl ° a i7 !•� 4 C ° May21, 2007 Antenna OaW Nug=of FU 0 AWW Red 1 7X 0 Alpha WNI. 1 RX 0 Pieta Red 2 1X 0 NO WAik 2 RX 0 Gamma Rad 3 TX 0 Gamma White 3 Tx1 ANTE" [OLSFiEI)) EYIPtOYED MR FIiR1RE rA LNY BE MEXU OR ssssse 8 T 2-Red) ( TOO 8S S T 1 TRO T S ANTENNA FEEDER ROUTING SCALE:NONE k. gS SURVEYING, INC. "Surveying and Mapping Professionals" 201 N. Bickford El Reno, OK. 73036 Ph: (406) 262-0249 Fax: (405) 262-5107 / l Verizon Wireless 1-A CERTIFICATION { Site Name: Chenal Valley West AR ` Site TD No.: 165799C H&S No.: 3010.0866 This is to certify that the natural ground of a proposed tower lying within the subject site has the following geographic location within a I -A tolerance. MTLH NATT WODE VWN 'TYPICALLY ALL ANTENNA DIRECTIONS WILL BE SET TO 0', 12(r & 240' FROM 0' TRUE Id RTH BUT BEFORE THE ANTENNA INSTALLATION IS PERFORMED THIS DIRECTIONAL INFORW4T)ON MUST BE CHECKED AGAINST THE MOST CURRENT INFORMATION ISSUED BY THE RF DEPARTMENT BY IMPLEMENTATION. (2) DURING FEEDER INSTALLATION ALL FEEDERS WILL BE MARKED WITH VINYL TAPE COLOR BANDS ACCORDING TO THE COLOR CODING CHART OPPOSITE. THESE BANDS SHOULD APPEAR AT BOTH ENDS OF THE FEEDER RUN AND BE VISIBLE FROM THE GROUND WITH A DIRECT AND CLEAR LINE OF SIGHT' FROM THE GROUND BOTTOM BANDS TO BE INSTALLED OUTSIDE OF WAVEGUIDE PORT. TOP BANDS TO BE 2' WIDE AND BOTTOM BANDS TO BE 1' WIDE. (3) TYPICALLY ONLY THREE (3) ANTENNAS PER SECTOR WILL BE INSTALLED BUT SPACING ON THE DELTA FRAME SHOULD BE ALLOWED FOR SHOULD THE RF PLAN INDICATE THE NEED FOR 2nd TX ANTENNA. (4) GPS CABLE ENTRY INTO THE SHELTER WILL BE VIA A SEPARATE PORT ON THE OPPOSITE SIDE OF THE SHELTER OR BTS ROOM. Verizon Wireless / North TyrAs Reglort _ TECH REVIEViI Tssue Date: 07/27/2007 Site ID: 165799C Site Name: CHENAL VALLEY WEST AR County, State: Pulaski County, Arkansas Cellular Market: Little Rock - North Little Rock, AR MSA VZW License: WPTJ401 & WPOK589, Little Rock, AR BTA VZWFrequencies: PCS Cl-block (Carriers 1075 through 1175) Coordinates(NAD83): 34-46-13.67 latitude, 92-28-37.27 longitude, 604' elevation Coordinate Source: H&S Surveying 05/21/2007 1-A Site Address: 19124 Denny Road City, State ZIP: Little Rock, AR 72223 Structure: Owner: Verizon Wireless Landowner: Cliff & Arlene stalnaker Type/Height: Flagpole w/o flag, 130' AGL structure, 130' AGL overall Filings: FAA Study not required, FCC ASIA not required VZW Sector Data: Latitude & Longitude (to within fifteen (15) feet) sector nlpt a Latitude: 34a46' 13.668" (NAD 83) I Beta — Gamma Longitude: 92028'37.273" (NAD 83) Hardware Latitude: 34'46'13.339" (NAD 27) Antenna canister: Antennas: Longitude: 92128'36.705" (NAD 27) Coaxial cable: Reverse -link amps: Base Ground Elevation — (to within three (3) feet) Forward -link amps: Elevation: 603.88 (NAVD 88) Elevation: 604.00 (NGVD 29) And that the above information is true and correct to within the given specifications. KAV5k5 °s M. 1.avelldcx, Alt. R.11.L S. #40 :a. rS'lr�• Q L7t`I :• tiy� ti� IrlfL��r� I slSi�Qi`�*�,, 1A LETTER SCALE: N,T.S. Azimuth MT Adjustable EDT 0• 0' Set to 3` 120' 0 set to 2' -- 240`_ J, 6 j Set to 2', (1) Stealth Concealment SIX-6c-100-60 (3) Jaybeam Wireless PCSX065-19-A06, 1 per secLar i6) 7/8" diameter runs, 2 per antenna (0) (0) AIM Query Results (attached : Non --directional KJBN-AM located at 16.7 kilometers, no action required. TOWATR Results (attached : No airports returned within 5 miles of these coordinates. Purpose and Priority of this Cell Site 1 of 26 cells in the 2007 build of this BTA. Will cover the Chenal residential expansion area and the Chenal Country Club. 41 priority for 2007. Additional Notes: Flagpole antenna canisters are at 120'-130', 110'-120', and 100'-1101, 90'-100', 00'-901, and 70'-80' AGL. This site must accommodate 5 carriers and we are taking the top (2) slots. RI' litikr. Ranson )Brown ApproVed: bavid Kilian PST: 20051134S4 I Site. c : Bavid Franks zlttOrllCy: T,eaey lioodc_n _ j LC t,ss7sb j -- - CONTRACTOR SHALL VERIFY INFORMATION !�T- F DDENDUM SHEET ABOVE BEFORE ORDERING OR INSTALLING(�) ANTENNAS. S. rWrp VJ La) 1,�� I'`ttillllLLSlHbirgl�I i �'t 9 3 5 L Cl) 04 % v- }' � ti II U OlY C3 o a Z M y C O CD I- � J 0 C -JJ � p 2 erCD i Z ..� z LU p l N IM .1 5F Eii I: i i`IiLE ANTENNA DATA, RF SHEET & 1A LETTER SIII:1:7 HFS-TrOXY 10.11.07ISSUE FOR CONSTRUCTION 1. 7_ f=1 A4 I VK075937 Grip Strut® Transmission Line Bridge The Grip Strut@ Transmission Line Bridge is intended to accommodate various types of transmission 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. - ;.;lei. "12" Price _ x 10' Grip Strut@ Coax Bridge Kit v,flh base plate & anchor bolts B3020 505.00 12" x 10' Grip Strut® Coax Bridge Kit with direct burial_posts B2957 425.00 _ 24" x 10' Grip Strut® Coax Bridge Kit viith base plate & anchor bolts B2958 565.00 24" x 10' Grip Strut@ Coax Bridge Kit with direct burial costs B2959 485.00 I ICE BRIDGE W/ TRAPEZE ASSEMBLY IMAGE WAS TAKEN FROM VALMONT PRODUCT GUIDE GPS ANTENNA 1 1/4' SCH. 40 GALV. STEEL PIPE #6 INSULATED GROUND CABLE FROM GPS TO PPC GROUND WIRE -- MOUNTING HARDWARE AS REQUIRED BY EQUIPMENT INSTALLER 4" SCH. BO GALV. PIPE 3d8 LMR 400 COAX IN 2 PVC CONDUIT- INSTA BY OTHERS- TO DEI — Ice Bridge OL3"7�,E I V Vi I 1 WARNING TAP COMPACTED I TELCO CONDI ELECTRIC COI GRAVEL FILL FINISH GRADE OR GROUND COVER - MATCH SLOPE & THICKNESS OF EXISTING Iq UTILITIES TRENCH SCALE 1/2' - 1'-0' MINIMUM 5' _=COMPACTEO BASESE _ll��Ii►�1i1 Dj 1 q-� � 111 IIIIIre , P, N Srrrrrr4 � 9 r rrrlr�rl,E71 Illla L1�tti�t - d �r C4 r. � 4i uY C) � W ZN aM �C b w{ �—j W J 0 0 z a Ccr. p sx'_r:�r rl rr.r: GENERAL SITE DETAILS slil:f r Ili" ORY 10.11.07 ISSUE FOR CONSTRUCTION 2. GPS MOUNTING DETAIL SIT E EDGE DETAIL 3 sC4LE:1/z' = 1'_O• /2' = 1'-0" D1 VK075937 c CA 1\ Co PLAN FOR GATE WIDTH PROVIDE 4" OD SCHED. 40 GATE POST W/ MTL CAP WELD ALL 2.5"x2.5"x3/16" STEEL JOINTS TYPICAL ANGLE FRAME GALVANIZED CEDAR - I BOARDS:_. 2" DIAMOND MESH ` }� OD BOARD 3/BPADL0 CHAIN #9 GAUGE (TYP,) — . PICKETS DIRECTLY TO I j STEEL ANGLE FRAME 3 B 0 ADJUSTABLE ' WITH SELF TAPPING TRUSS ` ff CREWS. GATE LA H� LET ROD THRU ANGLE 7URHBUCKLE - GATE PLUNGER NOTES : 1.CONTRACTOR MAY SUBMIT ALTERNATE GATE PLAN FOR OWNER'S CONSIDERATION. BIDDERS SHALL BASE BID ON DETAIL SHOWN ABOVE. - 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 =DST. - 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 IN A MINIMUM 30DO PSI CONCRETE AS FOLLOWS: - 4'0 POST - 16'0 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 ROD RECEIVER THAT ACCOMPANIES THE LATCH. (1-1/2" GALVANIZED PIPE TYP.) - LATCH SHALL ACCEPT A PAD LOCK. GATE DETAIL 1 SCALE:,/4" m BARBED WIRE ACCESS GROOVE io EQUIPMENT SIDE ,VFENCE SPECIFICATIONS d WIRE ARM SUPPORT `�SCALE: NONE FENCE POST 3000 PSI CONCRETE AT 28 DAYS TOI SITE F T01 COMPACTED hI i— 411 . 18"0 AT GATE AND CORNER POST 1270 AT LINE POST PIER DETAIL NOTE: USE 2" GALV. SCREWS FOR THE CEDAR PICKETS FENCE DETAIL SCALE:1/4" = V-O" 2- DIAMOND MESH #9 GAUGE (TYP.) cn Em U rrrrllllmt�t'�. N a, a- rrr.R C4 Q � Q C IC X 6at C) U�Fo 0 '�' cm �+ L) Lu Cl � C4 J E 0 C ._-. E J to co CC �� V_ } Q Z Z W VI N V SI3F_E1, Fl-I1.1: FENCE DETAILS tilit:f:l' f11S IY:}H5 1.=:j 10.11.07 ISSUE FOR CONSTRUCTION[ D 2 VK075937 t C I a - — — — — — — — — — — — — — — — — — — — — — — — — — — — --- TOP OF COMPACTED BASE - / ONT ELEVATION REFER TO ELECT. DWGN FOR &M_ _ CONDUIT SIZES &QUANTITY. 3 W - 1'-0" REFER TO GROUNDING PLANS / FOR CABINET GROUNDING 9'-0" 4'-6" 4" SCH. 40 PIPE SUPPORT W/ POST CAP AN TELCO BDARO TVSS MOUNTED BELOW PANEL BOARD 3 PLAN VIEW SCALE:3/8" - 1'-0" 4'-6" LIGHT 1000 HS UNISTRUT 000 HS UNISTRUT ED THRU PANEL POSITION BREAKER !OUND AS PER ECT. UTILITY REQ'MTS- TOP OF COMPACTED BASE —, 2500 PSI1 CONCRETE - AT 28 DAYS 4" PIPE SUPPORT TOP OF SI1 E FINISH -VERIFY NOTE: REFER TO DETAIL THIS SHEET FOR K 84X SIZE a •- 3/4" PLYWOOD INSTALLED BY EXHAUST CONTRACTOR VENT f� RUADRAPLEI( ISOLATED BUS u �� OUTLET BAR MOUNTED INSIDE TELCO I av BOX I ,-' ; .ttttt1it1111111�1j � A N S TELCO CABINET I TELCO GROUND .� ti` �' " A+ 4JN. - GROUND BAR GROUND "C* 4LCO BOX DETAIL 3/4" = 1'-O" IMAGE BELOW WAS TAKEN FROM ADVANCED LIGHTNING TECHNOLOGY. INC. (A.L.T.) PRODUCT GUIDE (VOLUME 3) N+ Telco Box All Telco Boxes carry a NEMA 3171 rating and come with a hinged cover. Catalog Dimensions Options Weight No. lfn.} llble? 5950-24x74x16 24 x 24 x 16 111, 11A' 1 Ilh# kln1, 68 ,Iudk a1Wl iu, lallce1 h Qkkq'I•tlnnllIC - I"kW113 fbic IH:[ Isk•hFl.d. 5950 30x36x12 30 x 36 x 12 111%111ik• fludwin , 113 hldde:dwl fnu411r t 11tiliM, I- Ind W11. - t"'0311F plan: Ism nx-Lxkj, 3950-3606x12 36 x 16 x 12 1owfr.,k.1"CkingI- 122 lrsildk< anal tcunl 1%WkI,o:1n1 595036x43x12 36 x 4M x 12 IIg151d:c I11.OAI ln. 160 muds a+W In,adkd Iiilln. T-ll.n1,110 - KwLI'ip la.d. ItiI rIIr IOM SLL UTILITY FRAME FOUNDATION TELCO BOX AOTELCO BOX ATOTHSHASITEVERIFY WITH HEEP OQJECT MAN GERR 4 SCALE:1/2" = 1'-0" BEFORE ORDERING. PROVIDE TELCO BOX ONLY AS REQUIRED. E- V r }r l 04 N 00 a X rn aEgg U CI CD H co a M 0 7-o V J -ro C � � fl- F~- - 0 00 z a afr Z W G 04 T SHEF 3"I' I'1 1. L: UTILITY FRAME DETAILS 511 TT1115TOp.7 10.11.07 ISSUE FOR CONSTRUCTION I. S 4. D3 VK075931 SITE LIGHT — REFER ` TO ELECTRICAL DRAWINGS 4" SCH. 4D PIPE SUPPORT W/ WEATHERHEAD I ELECTRICAL GUTTER I 24'x3O' TAP CAN $00 AMP O — V 1 bISC, f i PANEL Pi000 HS U JI RUT 'A FEED THRU EL a POSITION;Rl AKER -I 0 -F F F DISC.- D1SC. - DISC WPANEL PANEL PANE TOP OF SITE FINISH ----- —^' TOP OF - COMPACTED BASE- / TAP CAN FRONT ELEVATION W-0" 4'-0" 4'-0' 3/8" �U" BOLT 4" SCH. 40 TYPICAL— PIPE SUPPORT W/ WEATHERHEA BOX TELCO ,,,�, I (N) TELCO BOX METER do EMPTY DISCONNECT METER CANS GUTTER ABOVE — SITE LIGHT P1000 HS UNISTRUT PLAN VIEW 4 SCALE:3/B" = —0" REFER TO ELECT. DWGS. FOR CONDUIT SIZES k QUANTITY_ REFER TO GROUNDING PLANS FOR CABINET GROUNDING TOP OF COMPACTED BASE —\ 2500 PSI CONCRETE AT 28 DAYS SITE f it LIGHT REFER TO DETAIL 'THIS SHEET FOR BOX SIZE SCH. 40 PIPE SUPPORT W/ POST CAP 3/4' PLYWOOD V INSTALLED BY EXHAUST 4" SCH. 40 CONTRACTOR VENT PIPE SUPPORT W/ WEATFIERHEAD— o OUADRAPLEX OUTLET ISOLATED BUS BAR MOUNTED INSIDE TELCO e- BOX (N) TELCO BOX (N) TELCO ao ' I — MOUNT AS REO'D — BOX MOUNT AS REO'D f TELCO CABINET TELCO GROUND GROUND BAR GROUND P1000 HS UNISTRUT OF I I►rSIT�E °NISHu = - - _ - - I I I I 3 TELCO BOX DETAIL SCALE:3/4" = 1'-0" TOP OF COMPACTED BASE REAR ELEVATION I IMAGE BELOW WAS TAKEN FROM ADVANCED LIGHTNING TECHNOLOGY, INC. (A.L-T.) PRODUCT GUIDE (VOLUME 3) 4" PIPE SUPPORT TOP OF SITE FINISH —VERIFY &4�7�TER FRAMEFOUNDATION 1 /2" = 1'—O" " Telco Box All Telco Boxes carry a NEMA 3R rating and come with a hinged cover. Catalog Dimensions Options We ht No. Un.1 Ilbs.] 5950-24x24x]6 24xbt116 lurhuk+Ino sdita 68 �hlS.:unl iu.l;dlecl I�kkm� V-H.ulglc tcuki1v pine nla mclsnlyd. 5950-30x36x12 30x 36x l2 IIA MIG PhIM11IM? 11R •lud. nal irm ilk+1 Imkrai• 1=1umsk . NIVIiine 0.rtc tux Irh'llufrl] 5950-36x3f12 36 x 36 x 12 itwInd" locung'i- 122 handle and wml hacl-hzard. 5950.16x48xl2 36 x 48 x 12 Tm:Iw'., Immillug 160 4ud.:uwi ill,1 4d I.Vktug T Ilniklk- - Dackinl! p➢olrc w4 TELCO BOX NOTE: CONTRACTOR SHALL VERIFY THE REQUIREMENTS FOR A TELCO BOX AT THIS SITE WITH THE PROJECT MANAGER BEFORE ORDERING. PROVIDE TELCO BOX ONLY AS REQUIRED. fi L C3 t„ cm CO U I`- Y V y F m 0 z O M I W J CJ cc 0 CO T = TP V) CO z a �l G �IIr/ r V METER FRAME DETAILS 10.11.07 ISSUE FOR CONSTRUCTION 2. a, D4. VK075937 3- CROWN ORIGINAL GRADE SHOWN DASH SLOPE v j=` yE" r _ II EIiE� IE i� ISPfG'0247 iiPE 1APAT GR aETS.06R14 'T_1I COMPACT TO MIN, 95% PROCTOR DENSITY PROVIDE FILL WITH EQUAL OR LOWER PI VALUE TO THAT MATERIAL FOUND AT THE SITE - COMPACT IN LIFTS NOT TO EXCEED 6' COMPACTED THICKNESS TO 95% PROCTOR DENSITY. SHAPE TO CONTOURS SHOWN. CROWN MIN. 3" TO DRAIN. — _ALE:1/2ROAD SECTION SC" 3" CROWN ®�— ORIGINAL GRADE SHOWN DASHED Ste, LOPE _ SLOPE y CSC EXISTING GRADE �I Illlfl I I IEII " 1!l--Ili.-IEI---Ii 5 MIL. WEED BARRIER! - - I f I�I 11` I REMOVE MINIMUM TOP 4" EXISTING SOIL. SCARIFY MINIMUM 10' INTO VIRGIN GROUND do COMPACT TO 95% PROCTOR DENSITY. SLOP' MIN. 4" DIA. WASHED GRAVEL �-*_'. $L I I I I`Y� l I J 'I �I�`'I,I �B FAIL. WEED �BARRIERI I I' I'1'I'I PROVIDE FILL WITH EQUAL OR LOWER PI VALUE REMOVE MINIMUM TOP 4" EXISTING TO THAT MATERIAL FOUND AT THE SITE - COMPACT SOIL. SCARIFY MINIMUM 10" INTO IN LIFTS NOT TO EXCEED 6" COMPACTED THICKNESS VIRGIN GROUND do COMPACT TO 95% TO 95% PROCTOR DENSITY. SHAPE TO CONTOURS PROCTOR DENSITY. SHOWN. CROWN MIN. 3" TO DRAIN. 16" CORRUGATE STEEL CULVERT REINFORCED (6) CONCRETE HEAD CONFORM TO M FIELD VERIFY ALA CULVERT PLAN VIEW DRAINAGE ROAD SECTION REINFORCED (6X6#6/6 WWF) CONCRETE HEADWALL - CONFORM TO NATURAL GRADE EXISTING GRADE g" � s'-a" 1•-0' NEW GRAVEL ACCESS ROAD- ' a w W r 11-lil_.Jfl- 16" CORRUGATED I+ STEEL CULVERT CULVERT SECTION VIEW r [' co him 95 �fr',ffrfr„ O rt I n 11 � `o ,��•``� L Q T" O In I fV = #� ++ ti 00 V r. Q 10 Y V E N Chi d) I O w Z c>ras cr) j_ p F- J o J G Z d Lu CNI !i r' W FW - SHEET TITLE ROAD SECTIONS & CULVERT DETAILS a S111:VTIIISDDRY 10.11.07 ISSUE FOR CONSTRUCTION t. y D 5 >- VKOT5937 SLAB REINF. #3 REBAR 0 12" O.C.E.W. I OR 6x6xW6.5xW6.5 W.W.F. -- STEEL TROWEL FINISH REFER TO SITE PLAN FOR 2/S1 SLAB ORIENTATION 1" CHAMFER OR TOOLED RADIUS AT ALL EXPOSED CORNERS SITE FINISH , FINISHED GRADE 1 I 2 #4 HORIZ. IN CENTER OF BEAMS DEEPER THAN z 7xXv.r I I mz ���4/f •/�,' 20 GEAR TfP. - FOUNDATION PLAN SCALE: 1/4" 0 I O - #3 0 12" O.C.E.W. OR 6x6xW6.5xW6.5 W.W.F. �ff �V Ln � may'\ REINFORCIN ,•,.ti•. 2 #5 HORIZ. TOP & BOTTOM W/ #3 STIRRUPS 0 18" SPACING, TYP BUILD UP TO BOTTOM OF SLAB W/ SELECT FILL yti . .•. (EQUAL TO STATE SPECIFICATION J �: '�'., : •: ;- TYPE W. GRADE 1 OR 2) COMPACTED TO 90% MOD. PROCTOR DENSITY, ASTM D 1557, IN 8" MAX LIFTS FOOTING DETAIL 4 #5 BARS WT440 T BAR DIAMETER / ER LAP AT ALL TEE & CORNER CONNECTIONS. #3 BEAM STIRRUPS AT 18" 0_C.-TYP BEAM REINFORCEMENT: (2) #5 BARS AT TOP AND BOTTOM - LAP SPLICES SHALL BE 24" MIN. f � wlprH CORNER DETAIL SCALE: 3/4" IN THE AREA OCCUPIED BY THE FOUNDATION PLUS 2'-0", REMOVE A MINIMUM OF 6" TOPSOIL INCLUDING ALL ORGANIC MATERIALS, ROOTS, ETC. SCARIFY SUBGRADE 6" AND RECOMPACT TO 95% STD. PROCTOR ASTM D 698 CONCRETE AND D RE[N ORCING_STEEL jQTES: 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 615, GRADE 60. DEFORMED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL BE STANDARD. ALL UNLESS NOTED 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. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. 7. FOUNDATION DESIGN IS BASED ON SOIL WITH 2O00 PSF BEARING CAPACITY. IF EXISTING SOIL DOES NOT HAVE A MINIMUM 2000 PSF BEARING CAPACITY, CONTRACTOR SHALL EXTEND PERIMETER BEAM TO REACH SOIL WITH MINIMUM 2000 PSF BEARING CAPACITY. LEHMANN ENGINEERING 1000 Beckett San Antonio, TX 78213 Ph. (210)348-8889 Fx. )210)348-8884 0 (1J Q) SSATE OF ttt ARK NA SAS REGISTERED PROFESSIONAL% ENGINEER No.12343 FOUNDATION PLAN & DETAILS s111:T.TIlls rcrslY 10.16.07 ISSUE FOR CONSTRUCTION E. sl VK075937 GROUNDING LEGEND -=— CRIMPED CONNECTION --- GROUND WIRE/GROUND RING --*---EXOTHERMIC CONNECTION WELD - -0- - MECHANICAL CONNECTION (TWO HOLE LUGS TYP.) 5/8"0x8'-D GALVANIZED STEEL GROUND ROD TO BE MIN. 10' TO MAX. 16' RUNNING WIRE LENGTH APART. CAD WELDED TO GROUND LOOP O TEST WELL C _ _ 20' CHEMICAL GROUND ROD W/ TEST WELL; PLACE VERTICALLY OR HORIZONTALLY TINNED COPPER GROUND BAR GENERAL NOTES 1. ALL GROUND WIRES SHOWN SHALL BE #2 SOLID TIN PLATED COPPER UNLESS OTHERWISE IDENTIFIED. 2. ALL EXPOSED GROUND LEADS TO BE IN 1/2" SEAL TIGHT W/ SILICONE. 3. PROVIDE CHEMICAL GROUND RODS WHEN DRIVEN RODS ARE NOT PRACTICAL OR WHERE A STANDARD 2 OHMS RESISTANCE CANNOT BE OBTAINED AT THE SITE. QUANTITY OF CHEMICAL GROUND RODS IS DETERMINED BY RESISTANCE OBTAINED. 4. GROUND TIE-INS FROM NEW EQUIPMENT GROUND RING TO EXISTING TOWER GROUND RING SHALL BE A MINIMUM OF 6' APART {-(N) GENERATOR GROUND - 1 LOCATE ON SAME END OF GENERATOR AS STUBBED -UP II Ti /i N CONDUITS 1 ' (N) GROUND RODS r / / I (5(5 I 2 GROUND LEADS PER I I EOUIPMENT CABINET NEW I I AND FUTURE I TELCO GROUND ; BAR GROUND t" GROUND EACH LEG OF (N) FRAME TELCO CABINET GROUND RC GROUND GROUND j}•fELCO CABINET I GROUND (N) EQUIP. GROUND BAR ! [Ni LESSEE METER do SUSPENDED FROM ICE BRIDGE -OT•I `- }j&ONNECT-- GROUND AS W/ 1 GROUND TO GROUND RING ti _ ` J PER LOCAL REQUIREMENTS qTj u I! � r ~ GROUND EACH LEG OF (N) FRAME JIL(N) GROU14D ROD EST WELL 1 TYPICAL AT EVERY ICE BRIDGE SUPPORT POST - PROVIDE GROUND JUMPER FROM POST TO GRIP STRUT - PROTOWER BAR - PROVIDE GROUNDS TO GROUND RING TYPICAL GROUND TO FENCE POST - OF EACH LEG ICE BRIDGE -(N) TOWER ROUND RING _1 I l � JN) GATE UMPERS TYPICAL GROUND TO GATE POST I/ , \_\,- !--------,..— — — — — — — — — — .---------.---_ -- — (N) CHEMICAL GROUND �J ROD W/ TEST WELL - SEE NOTE #3 GROUNDING PLAN j 1 SCALE:1/8"=V-0" NORTH 4 ARKANSAS ONE CALL SYSTEM CALL BEFORE YOU DIG UNDERGROUND UTILITIES 1-800-482-8998 CALL 4B ;_BEFORE YDU DIG, DRILL, OR BUST. Q) co A N q'''�r. rr tr L � bCr n w~ L � Q M U r.. UJ c*3 _C4co V 0 0 F- o Z O r> J Ci -J c LA _4)07 z fe Z W N =` a- 01 - s 111; L:T IFIU GROUNDING PLAN SHEET 10.11.07 ISSUE FOR CONSTRUCTION 1. 4. Gl VK075937 MANUFACTURER'S 4, I APPROVED -- BACKFILLED MAltRtALf - 11 TOP OF SITE FINISH BREATHER PLASTIC IRRIGATION VALVE BOX W/ PERFORATED CAP INSPECTION SLEEVE CONDUCTOR TO GROUND RING PARALLEL TYPE EXOTHEMIC WELD TO BURIED GROUND RING WEEP HOLE (REMOVE RED TAPE & GIVE TO PROJECT CONSTRUCTION MANAGER AS EVIDENCE OF PROPER INSTALLATION) CHEMICAL GROUND ROD W/ TEST WELL SCALE:3/4" (USE ONLY IF REOUIRED BY VERIZO14 CONSTRUCTION MANAGER) REMOVABLE COVER TOP OF COMPACTED BASE TOP OF SITE FINISH A.LT. MODEL 3160 PVC GROUND TEST WELL AND COVER `\\�N. #2 AWG BARE, TINNED. SOLID, COPPER CONDUCTOR TEST LOOP PARALLEL TYPE EXOTHERMIC WELD TO GROUND RING AT GROUND ROD J2 AWG. BARE TINNED 1111- i�(I1�1 j 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 5/8"xB'—O" GALV. I — 11 I —ttt f I 1 1% IlIII STEEL GROUND ROD GALVANIZED STEEL GROUND ROT ?— D W/ TEST WELL 3/4" = l'—O" GATE POST #2 WELDERS WIRE (FLEXIBLE) TO GATE AND POST- BURNISH, CAD WELD TO POST do FINISH W/GALV. PAINT 02 TIN PLATED — SOLID COPPER GROUND WIRE TO LOOP PVC SLEEVE. TO GROUND GATE POST GROUNDING 4 SCALE:3/4" = 1'-0" ,,-TOP OF SITE FINISH TOP OF COMPACTED BASE TRENCH WARNING TAPE 6" BELOW COMPACTED BASE UNEXCAVATED BACK FILL W/ NATIVE SOIL FROM TRENCH 2 AWG BARE SOLID COPPER TINNED) WIRE GROUND RING =I GROUND RING TRENCH Y" — 1'-0" #2 TIN PLATED SOLID COPPER GROUND WIRE TO LOOP PVC SLEEVE TO GROUND POST BURNISH, CAD WELD TO POST & FINISH W/ GALV. PAINT f II I I I l I I f I I I 1 I I I 1 POST Ll I FOOTING FENCE POST GROUNDING 3/4" = l'—O" � '• � ',{I{Sltllllll1171777 A N S rrr`r4 ~' 95 - �`77777lIIIIII{{1i{Iti�, L � M LU O M ~ V! ~ U) w CDY V C1 F- o r 0 zoa W.I -- o W J 0 C rod Z W G N r� SHF•.F•.T TITLE: GROUNDING DETAILS tilME1 11151opy 10.11.07 ISSUE FOR CONSTRUCTION L ,i. G2 VK075937 ANTENNA GABLE 12" TO 24" f WEATHERPROOFING KIT 1 + (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED Cu WIRE WITH GREEN, 60OV, THWN INSULATION (GROUNDED TO GROUND BAR) (SEE NOTES 1 & 2) - — — - - NOTES: 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 PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE SCALE: N.T.S. TWO -HOLE LON( COMPRESSION L #6 OR #2 GROI GROUND BAR OR METAL ENCLOSURE —� HEX BOLT LOCK WASHER FLAT WASHER ! FLAT WASHER ti LOCK WASHER � E l HEX NUT INSIALATiON NOTES: 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. GROUND CONNECTION DETAIL SCALE: N.T.S. #6 AWG STRANDED Cu - - WIRE WITH GREEN, 60OV, THWN INSULATION _ GROUND E WALL, FLO OR ON AN TOWER EXOTHERMIC WEI (WELDING PROHI ON ROOFTOPS) RATE WELD N THE BAR GROUND RING AND GROUND BAR GROUND WIRE TO COAX CABLE GROUND BAR SCALE:1" = 1'-0" MINIMUM GROUNDING CONDUCTOR RADIUS SCALE: N.T.S. R REL OR LUG co r ' 1 Slllll1111111j A N $ + ._` ��� 5 A S' 211 'r�"I" 9 [, ```tip• ��I711filIRltititj5 ivc inATC n'�IR� !ne L. Q� M N }i N W � a U O a Lu N ~ � co o } Z Z In =a N CD r 1` wnj H �0 �VZ ocv) 01 V s ti � UP Q X 00 U o MZ ors tL O-d c Uao3uo w Q SIl1:1:7- Cl-CI-1_ GROUNDING DETAILS SI31I,t 11151(R), 10.11.07 ISSUE FOR CONSTRUCTION I. z .',. G 3 VK075937 c m a 7! r` 0 N 3 ril 0 Z W Z Z O u fM On n CD i M Ln Y v io C ai u N V) c 0 C: GROUND RING (CONTINUOUS) NOTE: ADD APPROPRIATE TOWER/ (N) ANTENNAS TOANTENNA AIN AIR TERMINA45' CONEOFN ORDER PROTECTIONS OVER NEW ANTENNAS. PARALLEL f �(N) COAX CABLE GROUND WIRES EXOTHERMIC 1{1)U UPPER �C GROUND BAR TO UPPER GROUND BAR WELD JOINT 0 TOWER DETAIL -A GROUND RING CONNECTION OR SPLICE TOWER STRUCTURE - VERIFY TYPE -TAP EXOTHERMIC CAOLES� WELD JOINT, GRAND RING GROUND RING (CONTINUOUS) (COKNUOUiS) GROUND II ROD GROUND RING (CONTINUOUS) DETAIL-B TEE OF HORIZONTAL RUN AND TWO TAP CABLES GALV. STEEL PIPE GALV. STEEL BEAM. - (N) COAX CABLE FROM EACH ANTENNA CHANNEL.WELD EXOTHERMIC TO COMMUNICATIONS EQUIPMENT OE, EXOTHERMIC TAB OR OTHER WELD JOINT - WELD JOINT JJJ FRAME MEMBER- APPLY COLD GALV. COATING �� �RFTER INSTALLATION GROUND WIRE GROUND WIRE FIN. GRADE; (N) MID COAX GROUND BAR (1/4'x4"x20") BONDED TO TOWER (USE WHERE ---- — (N) COAX CABLE GROUND WIRES COAX RUNS WOULD EXCEED 100') TO MID GROUND BAR (N) COAX CABLE GROUND WIRES TO LOWER GROUND BAR ISOLATED FROM TOWLOWER COAX ER GROUND �E (1/4"X4"X20") — (N) COAX CABLES TO EQUIPMEN OF TOWER (EXTERIOR MOUNTED) - - GROU D WIRE TOE'(E)NGROUND SOLID, COPPER (2 REQUIRED) TOWER BASE - - (E) GROUND RING 3 TOWER GROUNDING DIAGRAM SCALE: NONE GROUND RING EXOTHERMIC WELD JOINT DETAIL-D DETAIL-E MISC. STEEL PIPE CONNECTION CONNECTION DETAIL- G TAP CABLE TO GROUND RING GROUND ROD Jy DETAIL-C TEE OF HORIZONTAL RUN APPLY COLD GALV. COATING AFTER INSTALLATION �— WELDHIC JOI�NT _ GROUND WIRE GROUND BAR DETAIL-F GROUND BAR CONNECTION WELD CONNECTION DETAILS SCALE: NONE 1. CLEAN SURFACES TO BE WELDED OF ALL PAINT. DIRT, MOISTURE, CORROSION AND OTHER FOREIGN MATTER. 2. MAKE APPROPRIATE WELDED CONNECTION (REFER TO DETAILS). - USE MANUFACTURER'S WRITTEN RECOMMENDATIONS. 3. IF WELDED MATERIALS HAVE A GALVANIZED FINISH. APPLY A PROTECTIVE COLD GALVANIZE COATING. WELD CONNECTION PROCEDURES SCALE: NONE L � U N N �� 0 U rC.- Er LL' too Q Y D 01 O I CD ch If 0 C 1- to J 0 G •V r 0 Z t1 U) Z M Z W N SI11:1;1 TITLE CONNECTION DETAILS SliFlil il'25I 1RY 10.11.07 ISSUE FOR CONSTRUCTION 1. 1 G 5 VK075937 / OVERHEAD UTILITIES --UCE/UGT-----UGE/UGT--UGC/UGT---UGE/UGT UGE/UGT-------UGE/UGT—_—UGE/UGT--UGE/UGT----UGE/UGT----UGE/UGT--_UGE/UGT--_UGE/UGT—_—_UGE/UGT J q — �(N) UNQERGROUH❑ POWER AND — —}� — — — — — � — — — (N) PILLBOX FLUSH GROUND MOUNTEQ /lS / $PECIFIEDOBY POWERUSH ANDTELCO ROUND COMPANYTED TELCO CONDUITS `(NJ EASEMENT SPECIFIED BY POWER AND TELCO COMPAW- I-1 �I �(N) UNDERGROUND POWER AND r� / TELCO CONDUITS rr (E) TELCO PEDESTAL (E) UTILITY POLE W/(N) PRIMARY RISER � (N) UNO GROUND (I/El) (2)4'C TELCO / WEI) ' (I/El) V4+ 1 (E) avMli UTIUTIES71 W� (E) TEL PEDESTAL '� , T I / (E) UTILITY POLE W/(N) PRIMARY RISER dry/f E) OVERHEAD UTILITIES 2 ENLARGED PLAN SCALE 3/32'-1' O' NORTH ,� SITE PLAN SCALE: I "�4O'-0' NORTH SCALE: I"-40'-O• 40 20 0 40 (N) EQUIPMENT (N) PAINTED STEALTH MONOPOLE TOWER — SITE NOTES: G y G AR a � w W n r r� La w r G a� O w r 0 — � u a 1 E oA ► ARFAN REGISTERED r ` PROFESSIONAL S ENGINEER a ► * �Ik 1r 7'pCn 12265 I HAND DIG IN AREAS SUSPECTED TO CONTAIN EXISTING GROUNDING CONDUCTORS, GROUND RODS, CHEMICAL GROUND RDDS, POWER/TELCO CABLE OR OTHER BURIED SITE UTILITIES/ELEMENTS. REPAIR/REPLACE AT NO ADDITIONAL EXPENSE TO THIS CONTRACT ANY CONSTRUCTION RELATED DAMAGE 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 SMALL BE ROUTED INSIDE OF RESPECTIVE EASEMENT AND WITHIN FENCE AREA WHERE APPLICABLE. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE ROUTING WITHOUT INTERFERING WrrH EXISTING OBJECTS, EQUIPMENT OR UTILITIES. ARKANSAS ONE CALL SYSTEM CALL BEFORE YOU DIG UNDERGROUND UTILITIES 1-800-482-8998 CML r8 HDUf6 OMM YOU DIG, tRLL OR THAW. N SITE PLAN I --I 10.11.07 ISSUE FOR CONSTRUCTION I El VK07693T ! (1/E5) (1/E1) (N) UNDERGROUND (2)4'C - ! �'r PRIMARY POWER O 4W OR AS w SPECIFIED BY POWER COMPANY ! u ! I I I = w (N) PAb>,fOUH7 TRANSFORMER 5Y i POWER COMPANY ON CONCRETE PAD AS SPECIFIED BY POWER COMPANY ! W C7 (N) UNDERGROUND (2)4•C - SECONDARY POWER r O 36' OR AS SPECIFIED BY POWER COMPANY 3 I If (N3 (N) UNDERGROUND 2'C - POWER (N) UNDERGROUND 1`C - CONTROL I (N) GENERATOR I UCE I f I 0I_; I I I L — — — — — —`_----J I 1 (N) UNDERGROUND 1'C - POWER ET;CHARGER-7! I a I HEATER k BATTY I I j is = (N) UNDERGROUND 2'C - ALARM I f I i I � I I I w I � I (F) SAT (N) EQUIPMENT ! PLATFORM _jta ! I K I (Nj BAT � I I (N) PANEL 'P' ! I I (N) LIGHT I i� I, (N) MOD LD ! I UNDERGROUND (2)4'C - TELCO (N) UNDERGROUND 2'C - TELCO (N) METER FRAME (F) METER & DISC (N) UGHT (N) METER do DISC II ul MOD i I (N} UTIUIY FRAME L (N) UNDERGROUND 3/4-C - POWER FOR (N) LIGHT — — UGT -- — UGT ! (N) UNDERGROUND 3'C - POWER -- GE----UGE \�(N) �---UGE----�--UGE�(N) UNDERGROUND 2C - TELCO UNDERGROUND 2'C - POWER DETAI L SITE PLAN SCALE 1/4'-1*-0' SCALE: NORTH 4 3 2 1 0 2 4 TENANT LOAD ANALYSIS 120/240V 2P 3W DESCRIPTION KVA DEMAND OR KVA AMPS WSA LIGHTING .2 1.25 .3 RECEPTACLES ,6 1 .6 POWER CABINET 19.2 1 19.2 FUTURE(P. CAB.) 19.2 1 19.2 OTHER 1.3 1 1.3 TOTAL 40.6 169 200 NOTE THIS DETAIL PERTAINS TO ALL NON- ELECTRICAL SERVICE EQUIPMENT. ELECTRICAL SERVICE EQUIPMENT SHALL HAVE NEUTRAL/ GROUND BOND AS SPECIFIED AND REQUIRED. DETAIL IS SYMBOLIC OF ACTUAL INSTALLATION. IT IS FOR GENERAL GROUNDING REFERENCE ONLY AND IS NOT DRAWN TO SCALE. BONDING JUMPER TO ENCLOSURE SHALL NOT BE PACMOE:D ELECTRICAL SYSTEM GROUND SHALL BE ISOLATED AND NOT BE BONDED TO ENCLOSURE-7 EQUIPMENT/ENCLOSURE TO CHEMICAL GROUI GROUNDING SYSTEM GROUNDING DETAIL (�) SCAL.E. NTS ARKANSAS ONE CALL SYSTEM CALL BEFORE YOU DIG UNDERGROUND UTILITIES 1-800-452-8998 C/Yl 1p HOURS eE>'• K YOU M ORLL OR MAST. R ■ GO 5 �j �jAJE pEf_v A R lDN AS `~. **W � REGISTERED PROFESSIONAL ENGINEER A �No, 12265 �r 1ir Tk 1� 9�Cd r�nnR �'it All Lm NLu O _chdtcm 011 to < Z rn cG o Y E 0 z`a°� V--- Ic a Lu � C d 0 Q lllll>� 5 _ c Cc co Z W N ag DETAIL SITE PLAN Skl1:FT 1lISl"Q}C}. IttI 10.11.0T ISSUE FOR CONSTRUCTION I E 2 VK075937 (E) U11UTY POLE W/(N) PRIMARY RISER COORDINATE ELECTRICAL SERVICE CONNECTION WITH UTILITY COMPANY. FIELD VERIFY EXACT CONDITIONS TELCO) SOX N PAD MOUNT TRANSFORMER BY POWER COMPANY (N) UNDERGROUND PRIMARY (2)4`C— ELECTRICAL NOTES: �t LIGHTNING PROTECTION GROUND RING SHALL BE BONDED TO EQUIPMENT PLATFORM GROUNDING ELECTRODE SYSTEM AT THIS POINT. CONDUCTOR SHALL MATCH GROUNDING RING BOND ENCLOSURE TO GROUND RING PER NEC. REFER TO GROUNDING PLANS. PROVIDE UNDERGROUND PULL BOXES AS REQUIRED TO O(COMPLY WITH NEC AND LOCAL UTILITY COMPANTELCO Y CONDUIT WNW PULDLWIREwTO TTEELCO PEDESTAL FIELD FIELDD VERIFY. 2DOA, 24GV, 2P, BOND NEUTRAL AND GROUND IN GUTTER 3W, S/N. NFL (N) GUTTER A B C 0 (N) METER (F) METER (F) METER (F) METER 0 6. I o i DISC �2'C3ja/O. 106G, (N) 24' X 30"Z(N) f oisc 600 I ;;WITCI3 -� 5wser+ SDISC ±"� a �j-�(N) GROUND BYNDERGROUND POWER COMPANY SECONDARY (2)4'C 2DOA. 24OV, 2P 3W, S/N, N3R FUSED O 200A LIGHT FIXTURE MODEL% HUBBEL LMC-70P-8-1, PROVIDE ALL MOUNTING HARDWARE, CIRCUIT (P-7) MRK#502HH 60 MINUTE TIMER IN WP- ENCLOSURE LEVTTON j4925-2 ' (N) 3j3/0, 1 j6G, f 2"C (N) 3j3/0, 1j6G, 2"C ATS P TVSS �N UNDERGROUND 2 RUNS EACH �I WITH 3j350 KCMIL, 3'C G) -(N) GROUND j2/OG N) UNDERGROUND 3'C POWER 213/0. 1j3/ON. 1j60 UNORGROUND 2"C SCHEDULE 40 PVC TELCO CONDUIT WITH PULLWIRE (P-5) 2j14 1j12G w W o A� LIGHT FDRURE MODST I HUBSEL LMC-70P-0-1, PROVIDE ALL MOUNTING HARDWARE, CIRCUIT (P-7) N p f�—TIMERj 2 NWP ENCLOSURE LEVITON j4925-2 jp ■ F TELCO (N) UNDERGROUND 2'C - TELCD x z L.` (N) MOD COMMUNICATION PROVIDE GROUND AS DIRECTED BY LESSEE w <<� AR AN AS (P-11) GENERATOR © BY OTHERS n 1 REGISTERED PROFESSIONAL. ENGINEER No. 12265 : fll' L(N) UNDERGROUND 2"C - POWER; 301. 1j5G (N) UNDERGROUND 2"C - ALARM RISER &!E6L�ECTRICAL TS -- GENERAL NOTES: PANEL P VDLTAGE 120/240 MOUNT SURFACE NEMA 3R RATING PHAW 225A SINGLE KAQ 22 NAM:200A MCB Bus FED-THRU LUGS OG EQUIPNENT KVA T�AIPOL LL A `~ ^ B ^ ^ " —� Bt'S KVA EQUIPMENT NO POLE 1 POWER CABINET 9.6 100/2 100/2 9.6 FUTURE POWER CABINET 2 3 9.6 9.6 4 5 RECEPTACLE .2 20/1 20/1 SPARE 6 7 LIGHT .2 2()/1 20/1 SPARE 8 9 SPARE 20/1 20/1 SPARE 10 11 QUAD RECEPTACLE TELCO _4 20/1 20/1 SPARE 12 13 GENERATOR CONTROL .3 20/1 20/1 SPARE 14 15 GENERATOR HEATER .7 20/1 20/1 SPARE 16 17 GENERATOR BAT. CHARGER .3 20/1 6O/2 TVSS 118 PARE 2DA 20 LOAD: 20.0 KVA AVERAGE AMPS 170 LFHAN LOAD: 20.5 KVA A¢: 40.5 KVA NOTES: 1. CONNECT TVSS TO CIRCUIT 18,20. PROVIDE BREAKER AS SPECIFIED BY TVSS MANUFACTURER. BREAKER IS SHOWN FOR BIDDING PURPOSES ONLY. MINIMIZE LEAD LENGTH FROM TVSS UNIT TO PANELBOARD. 2. PROVIDE A FEED-THRU LUGS PANELBOARD. (N) UNDERGROUND 1"C - POWER HEATER & BAT. CHARGER - 3112. 1j10G (N) UNDERGROUND 1'C - CONTROL (N) UNDERGROUND 2"C - POWER; 3j3/0, 1j6G ALL ELECTRICAL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL AND BUILDING CODES AND ALL OTHER CODES HAVING JURISDICTION. ALL WARE SHAD_ BE TYPE THWN COPPER, MINIMUM SIZE j12 AWG. EXCEPT CONTROL WIRING. ELECTRICAL CONTRACTOR SHALL CONNECT GROUNDS FROM ELECTRICAL EQUIPMENT ENCLOSURES TO EXTERNAL 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 LOCATIONS FOR ELECTRICAL AND TELEPHONE SHALL BE COORDINATED WITH LESSEE AND SHELTER MANUFACTURER DRAWINGS. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER ON JOB SITE INCLUDING ENTRY CONDUCTORS, METER AND DISCONNECTS AS REQUIRED. IF POWER COMPANY TEMPORARY SERVICE IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE A 1OKW MINIMUM SIZE GENERATOR TO SUPPLY DEMAND. COORDINATE EXACT ROUTE OF UNDERGROUND CONDUITS WITH LOCAL UTILITY COMPANY PRIOR TO INSTALLATION. PROVIDE LONG SLEEVE ELBOWS. TELCO CABINET, PANEL, TVSS, EQUIPMENT PLATFORM, EQUIPMENT ON PLATFORM, ARE PROVIDED BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY. CIRCUITS P-5. P-7 AND P-11 CIRCUITED TO PANEL .P.. SPOT ALL UNDERGROUND UTILITIES AND SPECIALTY ITEMS SUCH AS GROUND RODS AND GROUND RINGS PRIOR TO DIGGING. ITEMS ARE NOT LIMITED TO THE ABOVE. DAMAGED ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER, BACKFILL AND PATCH TO MATCH EXISTING CONDITIONS. REFER TO 'TRENCHING' IN THIS PROJECTS DOCUMENTS. CONTRACTOR SHALL COORDINATE ELECTRICAL EQUIPMENT BONDING WITH EXTERNAL GROUND RING WITH CONTRACTOR PERFORMING THE WORK ON THE GROUNDING PLANS. U) Q� I N d ��jw� _ C3 Q Y V E m co U O I 0 J ~ � Q 40 J 0 O 0 C3 z a _1 Cc Z ul l7 N f r) SIM-LET Trru, ELECTRICAL RISER HE I.7'I1ISITAY 10.11.07ISSUE FORCONSTRUCTION a. E3 VK076937 ELECTRICAL SPECIFICATIONS GENERAL THE WORK INCLUDED UNDER THIS SPECIFICATION SHALL FURTHER INCLUDE THE FURNISHING OF ALL MATERIALS AND EQUIPMENT IN THE PERFORMING OF LABOR AND SERVICES NECESSARY FOR A COMPLETE INSTALLATION OF AN ELECTRICAL SERVICE AND GROUNDING SYSTEMS FOR AN UNMANNED TELECOMMUNICATION FAC€LTTY, INCLUDING ALL RELATED SYSTEMS AND ACCESSORIES FOR THE CONTEMPLATED SITE, AS SHOWN BY THE DRAWINGS AND HEREINAFTER SPECIFIED. SCOPE: ALL WORK COVERED UNDER THIS SPECIFICATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.F.P.A 70. AND STANDARDS OF NATIONAL, STATE, AND LOCAL AGENCIES AND SHALL COMPLY WITH THE APPLICABLE ORDINANCES AND REGULATIONS. THE CONTRACTOR SHALL SECURE AND OBTAIN ALL PERMITS AND UCENSES REQUIRED FOR THE PROJECT AND SHALL PAY ALL FEES IN CONNECTION WITH PERMITS, LICENSES AND BONDS TO LOCAL AUTHORITIES AS REQUIRED. SITE VISITATION: VISIT THE SITE OF THE PROPOSED WORK AND CAREFULLY EXAMINE THE EXISTING CONDITIONS AND UMMATICINS THEREOF, INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. THE CONTRACTOR SHALL BECOME FAMIUAR WITH ALL THE REQUIREMENTS OF THE PROJECT AND SITE, AS SPECIFIED IN THE ENGINEERING DRAWINGS, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER BEFORE INITIATING SITE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF SPACE AVAILABLE AND THE SPECIFIED EQUIPMENT. RECOMMEND CHANGES TO LOCATION OF THE ELECTRICAL SERVICE, EQUIPMENT AND MATERWS TO ALLOW THE COMPLETE INSTALLATION OF THE PROJECT. MAINTAIN EXISTING SER'ACE5 AND STRUCTURES IN A SERVICEBLE CONDITION. UTILITIES AND ELECTRICAL SERVICE : THE DATA IS SHOWN AS ACCURATELY ON THE DRAWINGS AS THE SCALE WILL PERMIT. EACH BIDDER SHALL INCLUDE ADEQUATE FUNDS IN HIS BID PRICE TO COVER THE INSTALATION AND CONNECTIONS OF ALL UTILITIES AND THE RELOCATION OF ALL EXISTING ELECTRICAL UTILITIES WHETHER SHOWN ON PAWS OR NOT, TEMPORARY ELECTRICAL SIUMCE SHALL BE PROVIDED BY CONTRACTOR. EXACT LOCATION SHAH BE COORDINATED WITH THE LOCAL POWER COMPANY. SHOULD TEMPORARY POWER FROM POWER COMPANY NOT BE AVAILABLE, CONTRACTOR SHALL PROVIDE A MINIMUM 10KW GENERATOR FOR TEMPORARY DEMAND. THE CONTRACTOR SHALL. PROVIDE ALL MATERIALS AND WORK, SUCH AS, SERVICE ENTRANCE CONDUCTORS, METER, METER ENCLOSURE, FEEDERS, CONDUITS, DISCONNECTS, PANEL130ARO, CIRCUIT BREAKERS, LIGHTING, GUTTER, EMERGENCY GENERATOR RECEPTACLE, CABLE TRAY, TRANSFER SWITCH, TELEPHONE BOX, CONCRETE CORING, WALL PENETRATIONS, TRENCHING AND BACKFILL. SUBMITTALS: THE CONTRACTOR SHALL MAINTAIN A SET OF HAND MARKED, CURRENT ITS —BUILT' BLUEUNE CONTRACT DRAWING PRINTS ON THE JOB. UPON COMPLETION OF THE WORK, FURNISH THE ARCHITECT/ENGMEER ONE SET OF BLUELINE PRINTS LEGIBLY MARKED IN RED INK OR RED PENCIL_ THE CONTRACTOR SWELL INDICATE ON THE BLUEUNE PRINTS ALL. THE CHANGES, ADDITIONS, AND DELETIONS TO UPDATE THE ORIGINAL CONTRACT DRAWINGS GUARANTEE: THE ELECTRICAL CONTRACTOR SWILL GUARANTEE ALL WORK COVERED BY THIS SPECIFICATION AND TO BE FREE FROM FAULTY. DEFECTIVE. OR IMPROPER JAATERWS OR WORKMA1Si IP FOR A PERIOD OF ONE (1) YEAR AFTER THE FINAL. ACCEPTANCE OF THE WORK. SHOULD ANY SUCH FAILURE OCCUR DURING SAID GUARANTEE PERIOD, THE ELECTRICAL CONTRACTOR SHAN.L., AT HIS OWN EXPENSE AMEND AND MAKE GOOD ALL SUCH DEFECTS SETTLEMENTS AND/OR FAULTS. QUALITY ASSURANCE THE CONTRACTOR SWILL PROVIDE ELECTRICAL COMPONENTS, DEVICES, ANO ACCESSORIES THAT ARE LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AU"RMIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. COMPLY WITH NFPA 70, PROVIDE WIRES AND CABLES SPECIFIED IN THE DRAWINGS THAT ARE USTED AND LABELED. DEMOLITION: THE CONTRACTOR SHALL PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS INDICATED TO REMAIN. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. EXISTING CODE VIOLATIONS SHALL BE IDENTIFIED AND CORRECTED BEFORE INITIATING PROJECT WORK, ACCESSIBLE WORK: REMOVE EXPOSED ELECTRICAL EQUIPMENT AND INSTALLATIONS, INDICATED TO BE DEMOLISHED, IN THEIR ENTIRETY. ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY AND WIRING, INDICATED TO BE ABANDONED IN PLACE, 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH. REMOVE DEMOLISHED MATERIAL FROM PROJECT SITE, REMOVIE, STORE, CLEAN, REINSTALL, RECONNECT, AND MAKE OPERATIONAL COMPONENTS INDICATED FOR RELOCATION. ELECTRICAL REQUIREMENTS: WHERE CONDUIT PASSES THOUGH WALLS, FLOORS, OR OTHER MASONRY SURFACES, STEEL PIPE SLEEVES SHALL BE USED. THE INSIDE DIAMETER OF THESE SLEEVES SHALL BE AT LEAST ONE—HALF INCH GREATER THAT THE OUTSIDE DIAMETER OF THE CONDUIT TO BE INSERTED. AFTER THE PIPES ARE INSTALLED, FILL THE ANNULAR SPACE BETWEEN THE PIPE AND ITS SLEEVES WITH A MASTIC OR WITH SHREDDED LEAD USING PACKING AS REQUIRED. SLEEVES PASSING THROUGH FLOORS SHALL BE SET TO PROJECT ABOVE FINISHIED FLOORS 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 SLEEVES, PROVIDED THEY HAVE APPROXIMATELY THE SAME INSIDE DIAMETER OF THE SLEEVES SPECIFIED ABOVE. ALL PANELBOAROS, OISCONNECT SWITCHES, CIRCUIT' BREAKERS, TERMINAL BOARDS, JUNCTION BOXES AND OTHER SPECIAL EQUIPMENT, ITEMS FURNISHED AND/OR INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE IDENT11FIED WITH PERMANENTLY ATTACHED ENGRAVED PLASTIC NAMEPLATES. UL—LISTED BUILDING AND UNDERGROUND WIRES AND CABLES WITH CONDUCTOR MATERIAL., INSULATION TYPE, CABLE CONSTRUCTION AND RATING AS SPECIFIED IN THE ELECTRICAL DRAWINGS. CONDUCTORS MATERIAL FOR ALL INSTALLATIONS SHALL BE COPPER. SOUD CONDUCTOR FOR NO. 10 AWG AND SMALLER: STRANDED CONDUCTOR FOR LARGER THAN #1 OAWG. UL—USTED, FACTORY —FABRICATED WIRING CONNECTORS OF SIZE, AMPACITY RATING, MATERALL, TYPE, AND CLASS FOR APPLICATION AND SERVICE INDICATED. COMPLY WITH PROJECT'S INSTALLATION REQUIREMENTS AND AS SPECIFIED IN THE DRAWINGS AND THIS SPECIFICATION. FITTINGS AND ACCESSORIES SUC}i AS, COUPUNGS, OFFSETS. ELBOWS, EXPANSION JOINTS, ADAPTERS, HOLD—DOWN STRAPS. END CAPS, AND OTHER FITTINGS TO MATCH AND MATE WITH WIREWAYS AS REQUIRED FOR COMPLETE SYSTEM. SURFACE METAL RACEWAYS SHALL BE OF GALVANIZED STEEL WITH SNAP —ON COVERS. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING. SURFACE NONMETALLIC RACEWAYS SWILL BE OF 2—PIECE CONSTRUCTION, MANUFACTURED OF RIGID PVC COMPOUND WITH MATTE TEXTURE AND MANUFACTURER'S STANDARD COLOR. TYPES, SIZES, AND CHANNELS AS INDICATED AND REQUIRED FOR EACH APPUCATKON, WITH FITTINGS THAT MATCH AND MATE WITH RACEWAYS, GROUNDING AND BONDING SYSTEMS: IF GOVERNING GROUNDING AND BONDING REQUIREMENTS WHERE TYPES, SIZES, RATINGS, AND QUANTITIES SPECIFIED ARE IN EXCESS OF THE STANDARD NATIONAL ELECTRICAL CODE (NEC) REEQUIREO,IENTS, THE MORE STRINGENT REQUIREMENTS AND THE GREATER SIZE. RATING AND QUANTITY TYPES GOVERN. EQUIPMENT GROUNDING AND BONDING CONDUCTORS: COMPLY WITH 2O05 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 ROD AND SHALL BE BONDED TO THE EXTERNAL GROUNDING RING PER NEC. REFER TO GROUNDING PLANS. 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 ENGINEERING DRAWINGS. FOR A GROUND SITE, THE GROUND RING CONDUCTOR SHALL BE BURIED NO LESS THAN THIRTY (30) INCHES BELOW SITE GRADE WIRE AND CABLE GROUNDING CONDUCTORS: ALL CONDUCTORS SHALL BE TYPE THWN COPPER, MINIMUM SIZE SHALL BE #12AWG, EXCEPT CONTROL WIRING. COMPLY WITH NATIONAL ELECTRICAL CODE, TABLE 8, EXCEPT AS OTHERWISE INDICATED, FOR CONDUCTOR PROPERTIES, INCLUDING STRANDING. MATERIAL OF GROUNDING CONDUCTORS TO BE COPPER. EQUIPMENT GROUNDING CONDUCTORS SWILL BE INSULATED WITH GREEN COLOR INSULATION AND GROUNDING —ELECTRODE CONDUCTORS SHALL BE STRANDED CABLE. UNDERGROUND CONDUCTORS SHALL BE BARE, TINNED, STRANDED, EXCEPT AS OTHERWISE INDICATED. BARE COPPER CONDUCTORS SHALL CONFORM TO THE FOLLOWING: 1. SOUD CONDUCTORS: ASTM B 3. 2. ASSEMBLY OF STRANDED CONDUCTORS: ASTM B S. 3. TINNED CONDUCTORS: ASTM B 33. DISTRIBUTION PANELBOARDS: ENCLOSURES SHALL BE FLUSH OR SURFACE —MOUNTED CABINETS AS INDICATED. NEMA PB 1. TYPE 1, UNLESS OTHERWISE INDICATED TO MEET ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION. 1. OUTDOOR LOCATIONS: NEMA250, TYPE 3R. 2. WET OR DAMP INDOOR LOCATIONS: NEMA250, TYPE4. 3. HAZARDOUS AREAS INDICATED ON DRAWINGS: NEMA250, TYPE 7C. THE BUS SHALL BE HARD DRAWN COPPER OF 98 PERCENT CONDUCIIIVTTY, THE MAIN AND NEUTRAL. LUGS SHALL BE OF THE COMPRESSION COPPER TYPE, AND THE EQUIPMENT GROUND BUS SHALL BE ADEQUATE FOR FEEDER AND BRANCH —CIRCUIT EQUIPMENT GROUND, COPPER CONDUCTORS AND BONDED TO BOX. PROVIDE OVERCURRENT PROTECTIVE DEVICES AS INDICATED TYPES, AS INTEGRAL COMPONENTS OF PANELBOARDS, SWITCHBOARDS, AND ALSO AS INDIVIDUALLY ENCLOSED AND MOUNTED SINGLE UNITS. BRANCH —CIRCUIT BREAKERS: WHERE OVERCURRENT PROTECTIVE DEVICES ARE INDICATED TO BE CIRCUIT BREAKERS, USE BOLT —ON CIRCUIT BREAKERS, EXCEPT CIRCUIT BREAKERS 225—A FRAME SIZE AND GREATER MAY BE PLUG—IN TYPE WHERE INDIVIDUAL POSITIVE —LOCKING DEVICE REQUIRES MECHANICAL. RELEASE FOR REMOVAL OVERCURRENT PROTECTIVE DEVICES SHALL BE MOLDED —CASE CIRCUIT BREAKER, NEMA AB i, HANDLE LOCKABLE, AND CHARACTERISTICS SHALL INCLUDE FRAME SIZE. TRIP RATING, NUMBER OF POLES, AND AUXILIARY DEVICES AS INDICATED AND INTERRUPTING CAPACITY RATING TO MEET AVAILABLE FAULT CURRENT. DISCONNECT SWITCHES: ENCLOSED, NONFUSIBLE SWITCH: NEMA KS 1, TYPE HD, WITH LOCKABLE HANDLE. ENCLOSED, FUSIBLE SWITCH, 800A AND SMALLER: NEMA KS 1, TYPE HD. CUPS TO ACCOMMODATE SPECIFIED FUSES, ENCLOSURE CONSISTENT WITH ENVIRONMENT WHERE LOCATED, HANDLE LOCKABLE WITH 2 PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. ENCLOSURE: NEMA KS 1, TYPE 1, UNLESS OTHERWISE SPECIFIED OR REQUIRED TO MEET ENVIRONMENTAL CONDITIONS OF INSTALLED LOCATION. 4. OUTDOOR LOCATIONS, TYPE 3R. 5. WET OR DAMP INDOOR LOCATIONS: TYPE 4. 6. HAZARDOUS AREAS INDICATED ON DRAWINGS: TYPE 7C. CONNECT DISCONNECT SWITCHES AND CIRCUIT BREAKERS AND COMPONENTS TO WIRING SYSTEM AND TO GROUND AS INDICATED AND INSTRUCTED BY MANUFACTURER. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE —TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED. USE THOSE SPECIFIED IN UL 486A AND UL 485B. TESTING: AFTER INSTALLING DISCONNECT SWITCHES AND CIRCUIT BREAKERS AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, DEMONSTRATE PRODUCT CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. METER INSTALLATION: ELECTRICAL CONTRACTOR SHALL MOUNT METER SOCKET AND METER ENCLOSURE IN AN APPROVED MANNER USING GOOD WORKMANSHIP. METER SOCKET AND ENCLOSURE SHALL BE MOUNTED PLUMB, LEVEL AND BE FASTENED DIRECTLY TO THE BUILDING OR STRUCTURE USING REMOVABLE STEEL FASTENERS THAT DO NOT RELY ON PLASTIC OR SIMILAR NON—METALLIC EXPANSION COMPONENTS. WDODEN BACKERS MAY BE USED WHEN THEY ARE A PERMANENT PART OF A BUILDING OR STRUCTURE, AND WHERE THEY ARE NOT EXPOSED TO THE WEATHER, PENETRATIONS TO METER ENCLOSURE SHALL BE NEATLY DRILLED OR PUNCHED AND DRESSED SMOOTHLY. METER SOCKET SHALL BE OF A SINGLE POSITION, SINGLE PHASE, AS FURNISHED BY THE LOCAL ELECTRIC UTILTY. THE ELECTRICAL CONTRACTOR SHALL SELECT A METER SOCKET TO COORDINATE WITH AN ESTIMATED DEMAND LOAD OF 200 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 INDICATED ON DRAWINGS AND SHALL BE SCHEDULE 80 PVC UNLESS NOTED OTHERWISE ALL ROUTING AND STUB —UPS SHALL BE COORDINATED WITH LESSEE. TRENCHING: CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR BURIED UNES AND AFTER THE WORK IS IN PLACE SHALL BACKFILL AND THOROUGHLY TAMP THE EARTH AROUND UNES AND SHALL BRING THE EARTH TO THE REQUIRED LEVEL TO PREVENT FUTURE SETTLEMENT. ALL BACKFILLNG OF TRENCHES WHERE UNDER CONCRETE FLOORS, DRIVE OR WALKS SHALL BE DONE WITH SAND, CRUSHED ROCK OR GRAVEL AND IN A MANNER THAT WILL PREVENT ANY FUTURE SETTLEMENT. ANY STREET OR SIDEWALK SURFACE DAMAGED MUST BE REPAIRED TO THE SATISFACTION OF THE LOCAL AUTHORITIES. ELECTRICAL LEGEND Q IE ECTRICAL METER o J—BOX/PULL BOX DUPLEX RECEPTACLE p� DISCONNECT. AMPS, FUSED OR NON —FUSED AS NOTED ATS AUTOMATIC TRANSFER SWITCH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR GRC GALVANIZED RIGID CONDUIT UNDERGROUND CONDUIT —� A80VE GROUND CONDUIT OVERHEAD TELEPHONE �OHE-\ OVERHEAD ELECTRICAL /` HUGE— \ UNDERGROUND ELECTRICAL;- SDI= AS SHOWN / �L1GT� \ UNDERGROUND TELEPHONE: SIZE AS SHOWN CONTINUATION (N) NEW (E) EXISTING (F) FUTURE O TIEYED NOTE — NUMBER AS NOTED —G— GROUND —EP— EMERGENCY POWER —P— POWER —I— TELCO V] �v ■ 40 0�z�l �'l �1tI AR OANN AS 'v REGISTERED N 4 PRO.FESSIONAL ENGINEER ti► +q No. 12265 �4.'1; "-;' to fz(vo I r l Ib -'i't`Li ��►�rtt!! >L y V � M LU o- c+) C-4 ad U N ~ Q' Cc N a 10 0 Y E~w V U N o a: z _ E C o V 0) � � Y Z' CD J F 0 0 O 1 J 0 C V ca ems— Y 0 00 a Z W N ELECTRICAL SPECIFICATIONS 10.11.07 ISSUE FOR CONSTRUCTION L. x. 3, a, E4 VK075937 N. F.S. I sign eererewr I•!5' Y x � 8 U MAGNETIC QECLINIDON Ala9nalk Dealinolion Inlormolion RoHded By rhr 0AWW11 pwptpAi Y aster tsxarr, coww a x/r7 ModN: M.RFZaaS I.R. 70iS cop - - AN•rai srne,1 fN. ' X7, j rrrr I 12:=Zr, s "M16 ARCA 4.900.00 SQ. Fr. ) ; 0.113 ACRES SI �I PARENT TRACT BOUNDARY LINE TIES: rnl FROM C/L 1A LOCATION TO NORTH PROPERTY LINE = 134.0. I ZI FROM C/L 1A LOCATION TO EAST ] PROPERTY LINE = 134.0'. ml FROM C/L 1A LOCATION TO SOUTH I I e PROPERTY LINE = 1177.0'. I i EI FROM C/L to LOCATION TO WEST Qo I I PROPERTY LINE 855.0'. I I I I . I nI I $I I _ ql I 'I ) I I I ( I al I �I EASEMENTS: `ol The easements listed hereon were taken from the title report conducted by: PRECISE LAND RECORDS I N� 1170 W. Pioneer Pk. Arlington, e 7601 Ph,: 817-860-0100 Certificate No-: 21180, Effective Date: 07/12/07 1. Lis Pendens dated February 23, 1990. filed February 23, 1990 to the Public recorded in Document No. 90-09571. I DOES AFFECT the Parent Tract as shown hereon and DOES NOT AFFECT the Lessee's Lease Site or Access/Utility Easement. 2. Right of Way Easement dated September 7, 1990, filed September 26. 1990 to the City of Little Rock, Arkansas recorded in 'I in Document No. 90-53622, DOES AFFECT the Parent Tract as shown hereon and DOES NOT AFFECT the Lessee's Lease Site ) or Access/Utility Easement. (As Shown) I 1 ! I I I I I - - - ! t71A a,sw - - _ _ Porcnl rD+v,wary SURVEY OF A LESSEE'S LEASE SITE LYING IN A PART OF THE EAST 3/4 OF THE SW/4 OF THE NW/4 OF SECTION 35, T2N, R14W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL PARENT TRACT DESCRIPTION The East 3/4lhs of the Sill NW1/4, Section 35, Township 2 North, Range 14 West, Pulaski County, Arkansas, LESS AND EXCEPT, Part of the SW1/4, NW7/4, Section 35, Township 2 North, Range 14 West, more particularly described as: Starting at the Northeast Comer of the SW1/4. RW1/4, said Secllan 35, (bongo Hanth 88 degrees 13 minutes 17 seconds Wert, a" the North file of sad SW1/4 NW7/4. 528-32 feel: thence South 0 degrees 52 minutes Sg ascends West, 863.S6 feet la on Iron pin and the Point of beglnnfng: lhrncc S_'h 12 elegreas 59 minutes 05 seconds East. 46,33 feet to an iron pin; thence South I I degrees 42 minutes 10 seconds West, 71.60 feet a on 'non plrs thence South 48 degrees 21 minutes 40 muds West, 66,9 fast to an - Pin: thence North 60 degrees 48 rninubli 20 seconds Wool, 6t,11 fast to an ;ran pin: thence North 45 degrrea 59 minutrs 05 seconds Wset. 65.50 feel to on Imn pint thence South 43 degrees 56 minutes 45 sacmlds Weal, 113.36 feet to an iron pin; thence North 45 degrees 57 minutee 55 mcande Went 98.8 coat to an Iron pl.; (hence North 27 degrees 13 minutes 40 oecvMs Eat. 141.74 lost 10 on iron pin; Menge North a9 dogmas. 51 minules 40 seconds East, 130.86 feet lv ow Iran pin; thence North 14 degrons 07 rri 30 seconds Cost, 49-75 Seel to on iron pin; thence North 66 degrees 41 minutes 40 seconda East. 49,95 feet to an Iron On; thence South 37 degrees 40 minutes 50 seconds Est, 71.75 feet to the point of beginning. (Exhibit 'A' of Warranty Deed recorded in Instrument Number 92 26435, Deed Records of Pulaski County, Arkansas) SURVEY OF A LESSEE S LEASE SITE LUNG IN A PART OF THE EAST 3/4 OF THE SW/4 OF THE NW/4 OF SECTION 35, T2N, R14W PULASKI COUNTY. ARKANSAS LESSEE'S LEASE SITE DESCRIPTION A tract of land lying in and being part of the East Three Oubtlers (E3/4) of the Scuthw t Quarter (SW/4) of the Northwest ouorter (NW/4) of Section 35. Township 2 North, Range 14 West. as described in Instrument Number 92 26435, Deed Records of Pular i County, Arkansas; Sold tract being more particulars described de folt ww Commencing of the original stone found for the Northeast earner of said SW/4 or the NW/4; Thence S OT'56'00' W on Iho East line of said SW/4 el the NW/4, a dictwee of 74.00 feet to a paint on void Cost Ilse; Thence N eW04'00" W o distance of 74.00 feet to a 1/2' iron rod with coo set for Me Northeast corner, said coma, be" the Point of Beginning: Thence S 01'56'00' Wand parallel with laid East IA.. a distance of 7MO0 feet to a 1/2 iron rod with cap set fit the Southeast corner; thence N OS'04'DO' W and perpendicular to sofa Eons I:na. a drstonn of 70.00 feel to a 1/2" iron rod with cop set for the Southwrol comer; Thence N Of.56.00' E and pom0et wish lake East line, a dlatanec of 70,00 feet to a 1/2` con rod with cop set for the Northwest comer, Thence S 88'04'00" E perpendicular to said East line, a distance of 70.00 feet to the Point of Beginning, containing 4.900.00 square feet or 0.113 acres, more or less. LESSEE'S ACCESSAMUTY EASEMENT DESCRIPTION A 20.00 foot wide sasement for ingress, egress and utility purposes crossing a part of the East Three Quarters (E3/4) of the Southwest OV'erter (Sill of the Northwest Quarter (NW/4) of Section 35. Torni 2 North, Range 14 West, as described in Instrument Number 92 26435, Deed Records of Pulaski County, Arkansas; Said easement being 10.00 feet on each side of the lolldwing dwe;bed eenterline: Commencing at a 1/2' iron rod with cop set for the Northwest comer of the above described 0.113 acre Lessee's Lease Sits; Thence S STOCOO' E on the North line of said 0.113 acre Lessees Lease Site. a distance of 35.00 feet to the Pant of Beginning on said North line; Thence N 01'56'00' E and parallel with the East line of said Sol of the NW/4, a distance of 58.90 feet to a point; Thence N fi8'06'59" W a distance of 421.24 feet to the Paint of termination at the Easterly Right-af-woy line of Gordon Road, a public slrani Side lines of said easement to be shortened or extended such as to begin on the North line of said 0.113 acre Lessee's Lease Site and terminate on the Easterly Right-of-way line of Gordon, Road, a public street. I, Jerry M. Lavender, a Registered Professional Land Surveyor licensed under the laws of the Slate of Arkansas, hereby certify that this survey (i) was made on the ground on May 17. 2007 for Verizon Wireless Tennessee Partnership d/b/a Verizon Wireless and Wooden, Fulton & Scarborough, P.C.. I correctly shows the subject property and the location of easements, ROW and set back lines thereon that are visible or reflected on Connected Abstractors Certificate Number 21180 with an effective date of July 12, 2007. (iii) reflects the conditions found at the time of survey, (iv) except as shown hereon, reflects no encroachments or overlapping of improvements, and (v) that this survey conforms with the current Minimum Standards of Arkansas State Board of Registration of Land Surveyors, @'41L,t;O J kr. Lavender AR RPLSj 90 ate NOTES J:WERNM SURVEY: 1: This sarvey 4based on 'CORRECTED ABSTRACTOR'S CERTIFICATE' PROVIDED 8Y: Preclsa Land Records 1170 W, Pioneer Pdx Arlington, Tosas 7601 GATED: Julfyy 12. =7 ABSTRAcTOK. Wilit Reddell 2: Bearings shown hereon are based on the Arkansas State Plane Coordinate System, Arkansas South Zone, NAD83 Datum. 3: The elevations shown hereon arc based on the NAVD88 Datum. 4: the latftuda and Eongitude shown hereon are based on the NAD83 Datum and meet or exceed the minimum requirements for a FCC/FAA lA survey hfch is der( al as plus or mhos IS feel horizontal and plus or minus 3 feet vertical. T}11s tnlurrwobicn was vnlopwhch and debemurled by GPS on 5/17/07. 5: Tim Lessee's lease site shown on thin survey DOES NOT Ile wilhln Iho 100 year Flood plain and is located within the Flood Zane 'TC par base Faderv! Emergency Managemanl Agency (FCVAS oa shorn on the Flood Insurvnce l:aee 11 ap 1FIRM), Community Panel Number O5pt81 OD3B F. high bear= on fFocUve date oft October 19, 2001. Ffeod lone drlbarminalion s rrlode through graphic plotting only and no other rssponsip,7Ry is herein assumed for accuracy of She bass flood elevation or flood zone areas shown on the FIRM, 6: This survey does not provide any determination concerning wetlands, fault lines, toxic waste or any other environmental issues. Such alters shpuid be directed to an expert consultant 7: There may be additional buried undWgiround utilities in the area which the surveyor is unaware of and no liability for such is assumed herein. ARKANSAS ONE CALL SYSTEM (1-800-482-8998) 8: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 9: At the time of Survey on 5/17/2007. No visible signs of drilling was taking place on the parent tract. GRAPHIC SCALE LE5SECS LEASE AREAUnless Noted, All Data Is Exprossed In NAD83 & NAVD88 rIr 4,900.00 SQ FT. CATION D SCRIPTION LATITUDE LONGITUDE ELEVATION NOTE: IA data token from Bearings Based on AR.S.P.C. 0-110 ACRES Lessee's lease site as Established by CPS on: 5/17/2007 TOWER NAD83 NAVD8B 34'46'13.668" 92'2837.273' 603,BB Datum: Harz: NADB3 Arkansas South Zone • LESSEE'S LEASE SITE DETAIL shown b ties on drawing (IR F'T ) SCALE.- I'- 20' TOWER NAp27 NGVp29 34'46'13,339" 92'28'36.705" 604.00' y 9' t Ines - 6O ft 911 ADDRESS: TO HE DETE[LMIN® Vert: Ceoid 96 NO REVISION DATE BY DATE SURVEYED: DATE DRAFTED: LIGHT POLE U G E -G- GAS LINE R ARED BY: PREPARED FOR: SURVEY OF: 1',I (/ fI I1 (L� WHIMS,, Tt� �p f,�� r� DRAWING N0. 05/17/07 06/30/07 r0+ LIGHT POLE (O/H ra.EC) -T- GAS LD44ME UK �II II�IVl�S'I IIAV S,, WC. 165799C/ CHENAL VALLEY WEST AR 1 ADDED DISTANCE LINES FROM LEASE TO PROPERTY LINES 7/25/07 JLS t POWER POLE �� Il Il lJ 0J tJ LLL Il OV LYJ FIELD OFFICE GUY LINE 0* TELEPHONE RISER Surveying Company WORK: C.V. WORK: J.L.S. _O- OVERHEAD ELECTRIC TelecommunicationdDENNY ROAD, LITTLE ROCK, PULASKI COUNTY, AR 72223 n ® SANITARY SEWER tUfIHOLC J _U/G- U/G ELECTRIC -X- X- FENCE LINE SERVING THE CENTRAL U.S. PREPARED FOR: BY: JOB -W- WATER LINE® MG F9 wJ �o BY: J.M.L. NO.: 3010.0866 ® WATER METER STORM SEWER MANHOLE 201 N. BICKFORD, EL REND, OK. 73038 f/=wireless VERIZON WIRELESS - D 2' STORM SEWER LINE PH: (405) 262-0249 - FAX: (405) 262-5107 ti WATER VALVE 0 1/2'IRON ROD WITH CAP SET SCALE: 1" = 60' O MAG NAIL SET • IRON ROO FOUHO EYINGIGAOLC- EMAIL: HSSURVOM 5804 TRICOUNTY PARKWAY, SCHERTZ, TEXAS 78154 SNEFT 1 OF 1 � .. RETAINING WALL I CE SEE STRUCTURAL111 "CE" TYPICAL 'YH" P +, r�• •�� _ _ • l''f � P' s � l� l� s v� r•, .: •vim• Pam, �� .. � a�� � Y RETAINING WALL SEE STRUCTURAL _ • Y ,Y�, Ei •3, i TYPICAL 'YH" T -fr "CE" �—TYPICAL 'YH" LANDSCAPING PLAN SCALE: 3/32"=1'-0" 8 6 4 2 0 4 8 NORTH KEY TREES/SHRUB COMMON NAME SIZE SPACING CE "ULMUS CRASSIFOLIA" CEDAR ELM 2-2 1/2" CAL. SINGLE TRUNK; 11'-13' AGT; 5'-7' SPREAD -- YH "ILEX VOMITORIA" DWARF YAUPON HOLLY 5 GAL (MIN. 48" HGT) 60" O.C. PLANT SCHEDULE SCALE: N.T.S. RUBBEF 1 TIE WIR METAL TEE STAKES (E) GRADE CONTI_ METAL LANDSCAPE EDGING MIN. 6" PREPARED SOIL MIX 4" SHREDDED BARK MULCH --- PERIMETER CHAIN -LINK CE RETAINING WALL SEE STRUCTURAL CONTI. METAL AAI­-1- PLANTING BED DETAIL SCALE:1"=1'-0" REMOVE ALL DAMAGED AND BROKEN BRANCHES 4" LAYER OF MULCH GRADE AT WHICH TREE GREW IN NURSERY OR FIELD 4" DEEP SOIL RING AROUND TREE PLANTING SOIL AS SPECIFIED ADD IN 9" LAYERS. WATER IN EACH LAYER WITH ROOT STIMULATOR. REMOVE ALL WIRE, ROPE, ETC. FROM BALL AND THE PLANTING HOLE, LAY BURLAP TO SIDES OF HOLE. FERTILIZER TABLETS STREE DETAIL CALE: N.T.S. ARKANSAS ONE CALL SYSTEM CALL BEFORE YOU DIG UNDERGROUND UTILITIES 1-800-482-8998 CALL 4B HOURS BEFORE YOU DIG, DRILL, OR BLAST. co r L � V T N Lu�rM CNI cq f- c.i U)Ln V 1 CD Z O CD I 0 V C o CF)JLu � J v O J C tu Z Q ■r.� Cc Z W A� 04 r i.. 4:- LANDSCAPING PLAN 10.11.07 ISSUE FOR CONSTRUCTION L 2. 3, 4. L 1 VK075937