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HomeMy WebLinkAbout02-00500101- 00073277• V~~~ MAP REVISIONS HY m ' 4T Rarkeri ~'a ~ e~uson Cross ~~MfO - - -------.__n._^.._._ ~ n ~VN11 . ~`;N i t7 Tuni~~~ acre ~YWcAborn C hances Store 6 cyder a . ~ n ht 8 °n Snack - f • on _ Merle v~ • 'YI~Ncox f littl Flock . enter line - - Daly Cawthon i AHi C ~ Leo na a!► ~4 - Sorner~e + l ~ T- ~ We Path ..,w,,._. N1dEp6tldCflCC THERE WILL B N E 0 CHAN GES ~p~ Pae1,c Yt Gtr~k Park °Y 4 ~ tk Pao IN THE CONSTR Sand Hill UCTION PRODUCE D ~ ~ Y Rehbwp BY ~n TH SE DO M ADDR C U ENT W E8~ S ITHOUT ~P ine Hill hQpdf~ 370 RAYMOND STOTZER PARKWAY THE P V . APR A FV 0 L 0 ERIZON WI RELES S COLLEtiE STATIO T184b Ybfed Tile, ~a~ s,~. N, "~Uashin~ton wince AND AXIS ENGIN 'wionwille ~ _ . EERING. renharn Goif G LATE N 30r 36' OS 2eo ~ Puy LONG a enh>am W 9~ 22 13.4 ;MIL Greek • Chl! ~ P NOT FOR USE OR DISCLOSURE Greenuine ,klump d OUTSIDE VERIZON ,r EXCEPT UNDER WRITTEN AGRE M T E EN r~,rue~ersvale Latium ~ r' ~s - t. E IPId NT R QU E SHELTE NOTES: e - 1 r rom h e o er I e swl h c 1. BUILDING SHAH BE DELIVERED AND SET BY VERIZON WIRELESS. SITE CONTRACTOR ' t 11f CaN1RAC1lOR B~iAI.L AND DUCT ALL WORK, U8N0 HIB BST 8KLL SHALL PROVIDE ACCESS FOR THE DELIVERY OF TH AND A nor O W a r s ran I E EQUIPMENT SHELTER. SITE TTBVTpH HE 8HN1 ~ 80LgY IMF FOR ALL OON8TAl1CTpN 0 e e C~ITRACTOR IS ALSO RESPONSIBLE FOR THE FOLLOWING: ~ WEANS, IrETF1008► IEq~IrOl~, Pl10C~1+f1~ AND BEOtENlC~ FOR OOOFDNAINQ ALL PoRTIONa of Ttf woRK uNOeR T►~ e x l - a n s a o n coNr»ACT. A. SITE CONTRACTOR SHALL GROUT AROUND PERIMETER OF BUILDING, BETWEEN y BUILDING. AND FOUNDATIONS SLAB WITH NON-SHRINKIN T. ' 2 T}E CONTRACTOR SHALL VI~T THE JOB 811E TO REVEW THE SCOPE OF WORK AND n I Ve r S I X I n I Ve rS I a n G GROU EXIBTN4 J08 8RE CONDtilON6 NCI.UDNC~ BUT NOT LBt1ED T'0 WECFIANCAL, ELECTpGAL AND - o~ALI oooRONA O U W I I B. SITE coNTRACroR A T>oNt nee o ~ SH LL INSTALL SHELTER CANOPY OVER DOOR. (CANOPY SUPPLIED BY BUILDING MANUFACTURER. "9. lif OONTAACT~OR MALL V@~Y ALL EXN'INO CONDRiONB AND DIrBr810N6 k aeano errlh u h p e ac PRIOR To sueWm~a ~ BD. ANY DECREPANC~, coNFI.ICTS oR oW~eeloNe, 2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL WORK IN BUILDING, ETCH SHALL BE II~ORi1BO T>D AXIS ~OFIE PROCEEDIrQ WRH THE WORK n ers I n f ec o o niverslt n a ~ ~ ooNTRACTOR s~~uLL PROTECT ALL AIEAB Ff10wl oAWIAC~E wH~cH WIAY occur In ersec ion Is a aeon h a~iNa «>NFnfluCnoNt ANY DAWIAQE To NEw AND e - , SITE NOTES: EXlBTNQ CONB'ii~MitONIr ` BTRIJCTIa'iE , OR EOla1PWi3rT, BFWl BE ~IATELY REPAfI~ OR RQ'LAC® TO pr er en ranee. R TIi 8At~A0'TION of 1. SITE CONTRACTOR IS TO REMOVE BRUSH ~ MATERIAL INSIDE PROPERTY ~ PROP@I11Y ~ OVMr~'8 iTATiVE, AT BOUNDARIES AS SHOWN ON SITE PLAN. A X ~ EX ~ ~ OONTAA~:IOR LL E CESS MATERIAL IS TO BE REMOVED FROM THE SITE (NO EXCEPTIONS). (DO NOT CLEAR BEYOND TRACT BOUNDARIES ~ THE CONTRA~C1~Op SHALL BE R6~ON~F FOfI< AND BFW.L REPLACE OR REW®Y, ANY FAULTY, BlFIOPEFr, OR NFEpOR WiATB~Al.B OR WOFKWiANBIf OR ANY 2. FENgNG AND GATE IS TO AS SPECIFIED IN THESE DOCUMENTS. ALL PAVING DAWiAQE WHICH SHALL APPEAR MR1FN ONE YEAR AFTBi THE COWPLETpN AND NSTAIIED IS TO BE BY SCRAPING 3" OF EXISTING GRADE COMPACTING TH AOCEPTANCE OF T}E WORK UN09111~ E OONTRARlT. SUB GRADE TO 95% STD. PROCTOR THEN INSTALLING LIME T N S O E BASE FOR COMPOUND, AS SHOWN IN THESE DOCUMENTS. ~ ~ OONTAAtCTbR BFIALL REWIOME ALL Rl /gyp W/~B'~ ~~pA~,~ qr A fI~A.AR BA81B, AND BHIALL E gRBCT OONiROL ONBi JOB CLEANNO 3. SITE CONTRA T ~3 BOUT CONgTRUCTIONIr NCLUpNO FNAL CLEAM~ U!''ON OOI~LZ110N OF C OR IS RESPONSIBLE FOR CONSTRUCTION ACCESS AND ACCESS TO THE SITE FOR VERIZON WIRELESS EQUIPMENT INSTA AT1 Wes(. ~ ~ ~ ~ LEFT N A AT THE END OF u oNS. EACFI DAY. 4 CITE (fUJ1RA('Tf1R IC RFCPi1WCIAI C Ci1Q TLIG r`n~iDenTinni nc nir nrnnr _ _ ~ v~ u. w~~ 7. Ti~E CiOi~iiiiA~CTOR BFiAI.L BAI~lAfD THrt (~Y~F~i'~31'HOPffiTY 0UF#rQ COMPOUND (INCLUDING TRENCH BAq( FILL. LOCA110NS.) COORDINATE TRENCHING Cq~i}~JCi10N ANO BHWl RB'l,ACE ANY DAYAR,ED PROPEfTiI(OF TFE OMINEfl TO WITH ELECTRICAL CONTRACTOR. Of~IAL pONDiTION OR BETTER ~ R SHALL BE THE ReBPOl~flY OF TIf CONiAA~Ct~OR TO LOCATE ALL E)06TN0 REQUIRED INSPECTION NOTES: UTL111~, rM'ETFBi B~IOWN Fi~ON OR NOT, AND TO PROTECT THEM FROWi TfE ooNTRACT E N I oR EER. F:~~AIoE, SHALL eEAR ALL EXPar:~ Fop AAA oR GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL APPR ~ ~ PROPBfiIY DAWU1(~ N CONk1UNC11ON WRH OPRIATE INSPECTORS OF CONSTRUCTION SCHEDULE 48 HOURS PRIOR T ~ ~TFEEXZCU110NOFWOpC AXIS ENGINEERING, INC 0 CONSTRUCTION. (NO EXCEPTIONS.) ~ . ALL CONCRETE MIX DESIGNS MUST BE SUBMITTED TO AXIS ENGINEERING 48 HOURS T1FE OONiRACTOR 6200 ROTHWAY 8HA11 BE REBPONBBLP FOR THE COWPLET>: BECURRY OF THE PRIOR TO CONSTRUCTION (MINIMUM.) IF DIRECT CONTACT OF INSPECTOR IS ~ WHLE THE JOB IB N PROORE88 AND UNTL THE JOB 8 OOWPIEieD Phi SUITE 140 s UNSUCCESSFUL, CONTRACTOR SHALL NOTIFY AXIS ENGINEERING 713-460-9902 ~ ~ ~ ~ UB:C. HOUSTON TEXAS 77040 ( ) OF CONSTRUCTION SCHEDULE. ` - r Office: 713-460-9902 10 THE CONTAACTOR DURN4 OOII~TRUCTpN SHALL PROVDE TEIVPORAR'Y WA ~ fax: 713-690-5037 POMI9Z AND 1>OI.Ef FACl.fit~ AB REOI~D BY THE CRY OR OOVEII~rO ADEItK.'Y. - www.axisengineering.net n ALL ooNgTif~UCnoN w~rc 81ilILL ooNFORIU Tn THE uac. AND ALL oT1$I ~ - ootiERNNO cocas ALONG wmi Tlf oON81Mp RESTRICnuE . UV Y - T1f ooNrr>r~cTep AND ALL 81800NTAAOTORB SHALL OOWPLY WITH ALL LACAL T SI ECH ENGINEERING CORP. CODE REiatu.AT10N8 AND BTAIE D~ARt1i~tT OF N3l~RIAI. REQU.ATK~Ir6 AND gy~ONi~ 1544 SAWDUST ROAD SUITE 100 NDU81twAL SAFETY tOBNUU R~:ou1~IBrT13, THE WOODLANDS, TEXAS 77380 ~ RauREO ~ HAVE PRECEDerCE ovER DRAWNQ BCAL~ AND DETAL OFF. (281 363-4039 ORAWNQB HAVE PRECEDEIrCE OVEp BWIALL SCALE DRAWNCIS. CHECK A~OCURACY FAX ~ (281) 363-3459 OF ALL DB8r8gNE N lif FBD UNL~B >~ECFiCALLY NOT®, DO NOT FABRICATE ANY WtAT1~811L8 OR pO,gMr a-mail: sec®sitecheng.com IMPORTANT NOT F R GEN RA C NT L 0 RACTOR AocuRAC,r1r OF oRawNO or~ereaNe Has sear veFIIFED acTVAL FB.D AT ALL NEW SERVICES ~ GROUNDING TRENCHES PROVIDE 'WARNING' TAPE ®12" BELOW GRADE DI~OIrs. 14~ CONTRACTOR MALL NOTFY THE ENQNEBI OF ANY OONFUCiB OR DIBCFIEPANCE6 WRFN THE CONTRACT DOC1i1iEN18 WITH THE CONTRACT DOCUWEIrTB AND THE PEL.D OONDt110NE PRIOR Tn EX6ClltNQ THE WCF~C N OUEBTIONI THESE DOCUMENTS ARE PART OF AN A 15. EX18T1rQ H.EVAT10N6 AND LOCATIONS TO BE JOKED 8HAL1 BF VEF>FED BY THE ooNTRACroRe~olTEa~NI~TI~uc>~IONt Fn.fl► UNMANNED COMMUNICATIONS FACILITY DIiF~ FROWN TH06E eHOwN oN THE PL~Jre, THE OONTRACTgi SHALL NOTIFY THE EtrL;>1r~180 THAT BUILDING CONNECTING CABLES DIRECT ~ WIODF~fd1TKxrB cAN BE Wu+DE BEFORE PROCE~1r3 WRH THE ~ , WoRK SIZE, HEIGHT. AND DIRECTION OF THE I& AL-SYMBOLS ,uoneeEvIAnM ue~a+nfow►wNne,uRE ca~aoeow MEET SYSTEM REQUIREMENTS. THE AN W THE ANTENNAS WILL PROVIDE CLEAR AND S.2 TGWER FOUNDATION -~0O~2~J'~.S °M ~A°'~' F~OO~aO RELIABLE COMMUNICATIONS WITHIN THE THIN THE SURROUNDING COUNTY. THESE eTHER EXACT ~or~Pnoc~ wm+nf ~ wowc ~L ~~~~~A~ INTERCONNECTS WILL ALLOW FOR AN I NETWORK THAT CAN CONTINUE TO FUN z 'OR AN INDEPENDENT COMMUNICATION D.1 GENERAL DETAILS Tl nt 11 ikinikir DI A KIc A ►tn nrrA i i e- Ri•••f L~Ir" '-^~ii7 tiil~'=P r s i i m % ffl W i r0-fY a (-.LF n! n l -a awl lr - • it aT.~ 1. --a TWO WORKING DAYS BEFORE YOU DIG SERVICE IS DISCONNECTED DURING AN . u in 3 THESE FACILITIES WILL ENHANCE THE WELFARE OF THE COMMUNITY AND SUR RELIABLE COMMUNrCATIONS AROUND THI 1_ OIL ,:r t1001Y~13 3 ~ ~ _ S32~fiSOl~N3 ~~Vb ~8 3lOd 3~1~213 ~ Z 1Y - ~ ' Z m v A 311111 311! 9 Nis sv ~ Z 3n/.x ww ~ '~SIO ?J31N3~ 7A-TT-C ~ 1~3N ~~SI ~21313W NOZIa3A NOZ a3N 31 . ~ 3aaun~ ~ g au wwwo ~ a i ~ ~ a~in~ aF vwaN ,o~X: a~ C a~nti~ 3 :n, ~ ~ ~avw3o ~ o~~~ ~3i'.. ~ M3N '3ddMOdb'H 3~18'd0lldd'd ONd 1f1alSINf1 9NIZ1111f1 Odd Ol 031dOddnS ONd a3l1YlSNl 38 llb'HS 1N3Wdlflb3 30V1d3S aNd 3df1SOlON3 00131 'l co-vozoao-~o ~ ~ ~ ~-~.~k ~ "°'s"~ ~ P~.' 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HANDLING ~ ~ RBV~i0N3 BY m A. TRANSPORTATION OPERATION&~'SHALL CONFORM TO ASTM C-94. B. DO NOT ADD WATER t0 THE MIX AFTER THE TRUCK HAS LEFT a Q 1. COpRp~NATE ACCESS !WD WORK SCHEDULES WITH VERIZON t. THE STRUCTURAL ADEQUACY TO THE FORMS. TIES, G, PLANT UNLESS AUTHORIZED 8~ OWNER AUTHORIZED MATERIAL INSPECTOR. w - AND BRACING SHALL CONFORM TO THE REQUIREME F C. USE NO CONCRETE WHICH HAS BEEN HELD IN MIXER MORE ~ Q 2. ALl MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI STANDARD 347. THAN ONE HOUR UNLESS APPROVED RETARDING ADMIXTURES, HAVE z_ Q THE DRAWINGS AND SPECIFICATIONS INCLUDED WITWIN. BEEN ADDED. 3. CONTRACTOR SHALL PROVIDE ADEQUATE FACILRIES IN 2• DEfAtLING AND FABRICATION OF CONCRETE REINFORC D. RETEMPERING OF PARTIALLY HARDENED CONCRETE WILL NOT ~ Z __r__._. ACCORDANCE WITH ALL LOCAL AND NATIONAL SAFETY AND ACCESSORIES SHALL BE IN ACCORDANCE WITH A 315, LATEST EDITION. BE PERMITTED. W c~noN o ~ CODES. C7 J ~ X to r- 11. DEPOSITING CONCRETE W ~~°~',n ~ o 4. DISCREPANCIES FOUND IN THE FIELD SHOULD BE CALLED 3. LAP ALL CONTINUOUS BARS 36 BAR DIAMETERS AT S - ES TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING UNLESS OTHERWISE NOTED. APPLICABLE INSPECTOR SHALL BE NOTIFIED AT LEAST < ~M~~ WRH ANY WORK. 4. SUPPORT SLAB REINFORCEMENT ON CHAIRS AND PIER ; FORCEMENT ON SLEDS. SLEDS. 24 HRS. PRIOR TO ANY CONCRETE POUR. a NN A. SOIL BOTTOMS FOR FOOTING AND SLABS SHALL BE APPROVED ~ ~ 5. CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH BY THE OWNER OR HIS REPRESENTATIVE BEFORE PLACING CONCRETE. ~ THE EXISTING SRE CONDITIONS AS WELL AS THOSE 5. FINISHED SURFACE OF FLOOR SLABS SHALL BE P ~ O A 1) NO FOUNDATIONS SHALL BE PLACED ON BACK FILLED SOILS PROPOSED PRIOR TO STARTING ANY WORK. CLASS "A" FINISH (1 /8' / 10'-0" DETERMINED BY : 0' STRAIGHT EDGE PLACED ANYWHERE ON SLAB IN ANY CTION). EXCEPT AS SPECIFIED IN EXCAVATION AND FILL. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING B. REMOVE WATER AND ALL FOREIGN MATTER FROM FORMS AND ~ C ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 6. COMPONENT MATERIALS EXCAVATIONS. UNLESS OTHERWISE DIRECTED, WOOD FORMS AND ~ ANY CONFLICTS SHAH BE BROUGHT TO THE ATTENTION A. CEMENT: PORTLAND: ASTM C-150 1YPE 1 NON'% INE FOR GRADE BEAMS. IE BEAMS, SAND SHALL BE THOROUGHLY WETTED JUST PRIOR TO PLACING. OF THE ENGINEER IA~MEDIATELY. THE CONTRACTOR SHALL SLABS, FLAT WORK, AND PIERS. USE ONLY 0 D OF CEMENT. C. DEPOSIT CONCRETE AS NEARLY' AS PRACTICABLE IN ITS FINAL CONTACT "TEXAS OWE CALL" 48 HOURS PRIOR TO B. FINE AGGREGATES: WASHED. NATURAL SAND 0 UFACTURED POSITION TO AVOID SEGREGATION DUE TO RE-HANDLING OR FLOWING. t~ PERFORMING BY CALLING (1-800-245-4545). ANY UTILITIES SAND CONFORMII~O TO ASTMC-33. 1) PLACE NO CONCRETE UNTIL ALL REINFORCING STEEL, PIPES, ~ ~ ~ DAMAGED BY CONSTRUCTION OR RELATED TRAFFIC WILL BE C. 'CONCRETE AGGREGATES: GRAVEL, CRUSHED G V~ OR CONDUITS, SLEEVES, HANGERS AND OTHER WORK REQUIRED TO BE ~ ~ REPAIRED BY THE CONTRACTOR AT HIS SOLE EXPENSE. CRUSHED STONE CONFORMING TO ASTMC-33. ' BUILT INTO THE CONCRETE MAVE .BEEN INSPECTED AND APPROVED. D. MAXIMUM AGGREGATE SIZEC GENERAL-NOT HAN ONE- D. NO CONCRETE THAT HAS PARTIALLY HARDENED, BECOME 7. THE COMPOUND PAVING SHALL BE INSTALLED AS SPECIFIED FIFTH OF THE NARROWEST DIMENSIONS 8 MS OF THE C AMI F 1 ONT HATED BY ORE GN MA~'ERIALS OR BEEN RETEMPERED SHALL IN THESE DOCUMENTS. MEMBER FOR WHICH THE CONCRETE IS TO OR LARGER BE USED. THAN THREE-FOURTHS OF THE MINIMUM C C~NG BETWEEN E. CONTINUITY OF PLACING ~ REINFORCING BARS. 1) CONCERNING SHALL GENERALLY BE CARRIED ON AS A EXCAVATION AND FILL E. MIXING WATER: POTABLE AND CLE4N. CONTINUOUS OPERATION UNTIL THE PLACING OF AN INDIVIDUAL ~ SECTION IS COMPLETED. W 1. UNLESS INDICATED OTHERWISE, PROJECT SITE AREAS OUTSIDE OF 7. CONCRETE MIXES AND STRENGTHS a 2) WHEN CONSTRUCTION JOINTS ARE NECESSARY THEY SHALL BE x PLATFORMS SHALL 8E GIVEN UNIFORM SLOPES BETWEEN POINTS FOR A. AGGR. MAX. WATER/ MADE AND LOCATED AS INDICATED ON THE DRAWINGS OR AS W SPECIFIED. W WHICH FINISHED GRADES ARE SHOWN OR BETWEEN SUCH POINTS ANDi 3) NO ADDITIONAL CONSTRUCTI ~ JOINTS WILL BE PERMITTED ~ EXISTING ESTABLISHED GRADE. CARf SHALL BE TAKEN TO SALVAGE 1 3000PS1 1 1/ AiAX. 0.53 ~ 1/2" WITHOUT APPROVAL OF OWNER. -THE EXISTING,LMAESTO~ ANO REGRADE THE EXISTING SITE WITH 2~ 4000PSI 1 ~wMAX. 0.48 1/Y - 8'+/-1" W/APP THE SALVAGE UMFSTANF. i,- ~ r r..,~., " W/APPR. SUP. PLAST. 4) IF FOR ANY REASON THE CONCRETE PLACEMENT PROCEDURE ~ ~ ~ :,vvvr.ai r/ + ivir+n. v.tv v - ~ n~ n~ ~ i.. i ~ ' 2. idATERWL TO BE EXCAVATED SHALL BE NON-CLASSIFIED AND SHALL o) PUMP MIX, 1:2:2.8 BY SSD WEIGFfT, 1 ~I It1r~ nl ~rTlnl7rrf IC I IAIA/~I~CfYTADI f T1J(^ /~I\AITnAM/1~j l`U 1 1 (~11[111IT A r Inl'~TITI ITr ~ ~VI LI\ I L+1JI INI~L1~ W Vlr/1VVL1 If►LJ~.L, It t1. VVI'11 \I1V 1 VI\ JI ~L JVUIVIII !1 J~LjJI l l V I L i PROCEDURE FOR APPROVAL. B. ALL CONCRETE PLACED UNDER SLURRY MUST A000 PSI AND CONTAIN: )NTAIN: 5) CONCRETE SHALL BE CAREFULLY WORKED AROUND REINFORCE- ~ ~ ~F INGkUDE ALL MATERIALS ENCOUNTERED IN EXCAVATING AND GRADING. THE" CONTRACT PRICE IS UNDER5TOOD TO COVER THE REMOVAL OF ALL 1) MIN. 650 POUNDS OF CEMEMTTIOUS MATEG CUBIC YARD OF CONCR -:SUCH MATERIALS TO THE DEPTH AND EXTENT INDICATED ON THE 2) ADEQUATE RETARDER t0 PRODUCE 5" OR SLUMP AFTER 4 HOURS. F CONCRETE. MENT AND EMBEDDED FIXTURES, ALONG SURFACES, AND INTO ~ W t• HOURS. CORNERS OF FORMS. ~ ~ ~ ~ 6) VIBRATORS MAY BE USED, PROVIDING THEY ARE OPERATED DRAWING AND AS HEREIN SPECIFlED. C. REFER TO STRUCTURAL DRAWINGS FOR SCHE IF NO UNDER EXPERIENCED SUPERVISION AND FORMS ARE CONSTRUCTED ~ Z STRENGTHS ARE GNEN FOR CERTAIN ITEMS, U 00 PSI MIN. TO WITHSTAND THEIR ACTION. ~ ~ Q 3. REMOVE FROM THE 517E AtL DEBRIS AND EXCAVATED MATERIALS. ~r:- F. A POUR DROP-LIMIT OF 6 FEET SHALL BE USED IN PLACEMENT ~ ~ Q 8. ADMIXTURES Of ALL CONCRETE. ~ Q .J 44, .ALL FILL MATERIAL SHALL BE SELECT FlLL CON5ISTING Of A A. OPTIONAL USE: ADMIXTURES MAY 8E USED TO ~ THE ~ ~ CtAYEY SANG OR A SANDY CLAY WHOSE PLASTiCIiY INDEX IS LESS REQUIRED PROPERTIES OF THE CONCRETE OR PROVE THE ~ W W THAN 20 AND SHALL BE Fl2EE FROM DEBRIS AND ALL OTHER WORKABILITY PROVIDED THEY COMPLY WITH THE SPECIFICATIONS. ~ W DELETERIOUS MATERIALS, INCLUDING VEGETATION. B. APPROVAL: SUBMIT WRITTEN OiATA FOR APPRCIM ~?~FORE USING ADMIXTURES. DATA SHALL GNE ASTM C FICATION, ' ~ ~ Z W 5. MATERIAL AT THIS SITE IS NOT CONSIDERED SUITABLE FOR FILL, BASIC INGREDIENT, AND INSTRUCTIONS FOR USE, {CALCIUM LIMESTONE BASE SPECIFICATIONS. ~ UNE,ESS CLASSIFIED BY THE PROJECT ENGINEER. CHLORIDE MAY NOT BE USED). C. CLASSIFICATION: CONFORM TO APPROPRIATE ST DS OF o BASE MATERIAL SHALL BE CRUSHED LIMESTONE CONFORMING TO TX. D.Q.T. ITEM 247 ~ IV ASTM C-494 AS FOLLOWS: 1 TYPE A: WATER REDUCING - REQUIREMENTS FOR TYPE "A", GRADE 2 MATERIAL. 6. PLACE SELECT FILL IN UWIFORM LAYERS OF NOT MORE THAN 8" 2 TYPE B: RETARDING "2 ~ W LOOSE LAYERS. COIAPACT EACH LAYER TO A MINIMUM OF 95X OF 3 TYPE C: ~CELERATING 3 THE MAXIMUM DRY UNIT WEIGHt PER ASTM D-698 AT + 3X OP'TIMUM 4 TYPE D: WATER REDUCING AND RETARDING : NATION r J MOISTURE CONTENT PRIOR TO PLACING NEXT LAYER. 5 TfPE E: WATER REDUCING AND ACCELERA MBINATION. ~ 6 TYPE F: WATER REDUCII~, HIGH RANGE ES (HRWR) TYPE "A" ~ U 7. YERIZON HAS THE RIGHT TO REQUEST TESTS OF THE SELECT 7 TYPE G: WATER REDUCING, HIGH RANGE, ARDING TYPE "A" MATERIAL SHALL BE CRUSHED STONE STONE PRODUCED FROM A NATURALLY o flEL COMPACTION OF flLL BY,A SOIL ENGINEER. SUCH TESTS ADMIXTURES.(HRWR) OCCURRING SINGLE SOURCE. CRUSHED.. GRAVEL OR UNCRUSHED GRAVEL SHALL. NOT BE ~ SHALL BE PAId FtM 8Y VERIZON. D. AIR-ENTRAINED ADMIXTURES: CONFORM TO 260 OR ACCEPTED FOR TYPE "A" MATERIAL. h10 BLENDING OF SOURCES AND/OR ADDITIVE " t ~ AIR-ENTRAINED CEMENT ASTM C-175 TYPE 1 ' MATERIALS WILL BE ALLOWED IN TYPE "A" MATERIAL. ~ ~ 8. WORK PERFORMED THAT DOES NOT CONFORM TO THESE SPEGFICATIfNVS 1 AMWNT: 3% FOR 3/~ INCH AGGREGATE ENGINEERING, -Inca OR gRAW1NGS, IN THE SOIL ENGINEERS OPINION, SHALL BE 23 TOLERANCE'S: PLUS/IAfNUS, tx PER ASfM OR C-138. ~ 9E ~ql lB~Is REM~D' OR REWORKED AS REQUIRED BY TfiE SOIL ENGINEER. WRFIOUT E. THE FOLLOWING AOMIXYURE 9RAND4 ARE FOR USE. NJGREASE IN CONTR!►CT PRICE. OTHERS REQUIRE THE OWNER'S WRITTEN AP GRADE 2 ~ ~ Y ~ sup ,~o t MASTER BUILDERS TRIAXIAL CLASS 1 TO 2.3: MIN. COMPRESSIVE STRENGTH, PSI: 35 AT 0 PSI LATERAL ~ • ~XAS 77ao 2 SIKH CHEMICAL COMPANY PRESSURE AND 175 AT 15 PSI LATERAL PRESSURE. ~ r3-~-~ 3 UNION CARBIDE PAX: Ti3-IQf}-x037 TRENCHING AND FILL ! 4 W.R. GRACE { 5 PROTEX INDUSTRIES ~ 519 1. EXCAVATION SHALL BE BY OPEN CUT FROM THE SURFACE. NO TUNNELING 6 SONNEBORN BUILDING PRODUCTS ~ AXIS f lurrep~ MALL BE ALLOWE0. ALL EXCAVATION SHALL BE "UNCLASSIFIED` ANQ 7 CORMIX THIS CONTRACTOR SHALL BE RESPONSBIE-FOR THE REMOVAL FROM THE 8 MONEX RESOURCES MASTE GRADING ~ o~ -o2o~a4-o~ SRE OF ALL EXCAVATED MATER44L. F. FLY ASH: ASTM C-618 .a ~-3/4" a.-~O ~ a~ f' 2. TR6PICH SHALL ~ BACK FILLED WRH CEMENT - `STABILIZED SAND ` 1 H' SHALL BE USED M ACCORDANCE x TURER'S (MINIAAUM OF 1 1/2 SACKS OF PORTUWO CEMENT PER CUBIC Y~t2D). RECOMMENDATIONS. TYPE °C" FLY ASH C d ASiM-C-618 8 N0. 40 6.0-85 ~ ~ BkCK FILL OF PIPING, CATCH BASINS AND MANHOLES SFW L BE PLAICED 015 TO 2076 AS REQUIRED, USE TYPE "F" CONFORMING TO ~ , TO } d. ~lAAO EVENLY AND CAREFUF.LY AROUND AND OVER THE PIPE IN 1 INCH A~UCIAIUN ASTM-C-618 FOR SULFATE .ENVIRONMENTS. ` LAYERS UNTIL ONE Ct) F00T OF' G41tER `EXISTS OVER THE PIPg. , MAX LL , 40 - ~ o:' ~►'•~'are~•' ~ TFIE (#EAAAINpE~ dF THE BACK FILL SHALL ~_PV~CEQ AND COMPACTED IN 9. TEMPERATURE MAXil~JM ONE {i) FOQfi LAYERS. PLACE CEMENT SAND MATERIAL AT A. COLD WEATHER MAX PI 12 ~ OPTIMIAiA MOISTURE COt4TENT AND IN LAYERS NOT TO EXCEED 12 p~CHES 1) WHEN DEPOSITING CONCRETE AT FREEZING FREEZING W ~ AiEASURED LOOSE. COMPACT WITH MECHANICAL. FWVD TAMPS TO AT TEMPERATURES, THE CONCRETE SFUJ.L HAVE• ERATURE OF AT ~ WET BALL MILL ~ t ~ r~ LE~tST 9576 OF AA9HT0 DENSITY ?EST METHOD T-.99. LEAST 50 . 2) THE CONCRETE SHALL BE MAINTAINED AT A RATURE OF 3. POC1CEfS~ EXISTING JN THE NATURAL GROUND 1'~F1A'f ARE MIITHlN THR~ AT LEAST 50 FOR NOT LESS THAN 72 HO ' (3) iEET OF` A STRUCTURAL FOUNDATION SAALI BE FlLCED WITH AVER PLACING OR UPFTIL THE CONCRETE IS GHLY ` SEf ANd CEMENT -STABILIZED SAND. AS SPECIFIED IN ITEM '2" UNDER HARD~gED. v- ~ ~ TRENCHING AND FILL.. BACK FlLL SHALL BE PLACED IN ONE (1) FOOT 3) WHEN NECESSARY, CONCRETE A~ATERIAC S HEATED - _ _ _ LIVERS AND COMPACTED AS SPECIFIED IN ITEM "2'. BEFQRE PLACING. 4) ~ONFSEiNr ~ u~v aF PI O(C`FD WHEN T~ MP~RAT eun ~w~cin~r ~  V~ LL W PREPARATION B. HOT WEATHER 1) WHEN ;1►JuIB1ENT AIR TEMPERATURE IS 85 OR; ,RETARDER IN ORO~R TO MINIlAIZE THE CONSTRUCTIQN PROBLEMS WHICH ~kY. P IF SHALL BE APDED TO MIX. 2) TEMPERATURE OF CONCRETE ►dIX WRHOUT' { R SHALL NOT AtTEMFxF'5 ARE 1AAt~ TO WORK THE SURFq,CE SONS FOLLOWif+C D EXCEED 90 PEi~90DS 0i` RAINrIU.i.. THE COW RACCOR 3~1~,LL PROVIDE P'ROisER~C 2 DRAINAGE TQ "NTNN A REUTMY 'DRY CONSTRUCTION Sfm 4RIO2 TQ 3) TEIAPERATURE OF CONCRETE MIX WITH R SHALL NOT EXCEED 100 -.4) CENVCRETE MIXES WHICH EXCEED THE SPEC TEMPERATURES WILL BE REJ s LEASE TRACT 0.2296 ACRE 10 \ ( 000 SO. FT. ) OUT OF A CALLED 27,09 ACRES 5ET 5/8" LR. EL .68 (GEOID99) s N g~ J.H. JONES LEAGUE, A-26 BRAZOS COUNTY, TEXAS ELEVATIONS AS MEASURED ON P LABELED "GPS #1", m WITH TRIMBLE Lt/L2 ANTENNAE A REDUCED WITH TXDOT PUBLISHED DATA. Being a 0.2296 acre (10000 square feet) parcel out of o called 27.09 acre tract conve d to Jo a N. Kinman Ye Yc Gerald Kinman by instrument recorded m Volume 2493, Page 255 of the Deed Records of Brazos County, Texas, also being situated in the J.H• Jones League, A-25, Brazos County, Texas, said parcel being more particularly ~ " P \ \ described by the following metes and bounds; (Bearings based on the westerly line of said 27.09 acres -North A ~ SITE 33'17'09" West); \ ~~yzr ~ COMMENCING of o concrete monument at the westerly most northwest corner of said 27,09 acres; a THENCE North 45 56'00" East, along the northwesterly line of said 27.09 acres a distance of 201.71 feet; 4~ ~ ~ THENCE South 44'04'00" East, o distance of 49.99 feet to o sei 5 8 inch iron rod with co "Sitech ~ ~ \ / P ( 6.46' a ~a s ~~a a~ ~ En in rin " / g ee g at the north corner of the herein described orcel and the POINT OF BEGINNING• P ~ a c n ".K•~~ VICINITY MAP THENCE South 44'04'00" East a distan f 1 ce o 00.00 feet to o set 5/8 inch iron rod with cop ("Sitech N.T.S. Engineering"), at the east corner of the herein described parcel; A THENCE South 4556'00' West, a distance of 100.00 feet to o set 5 8 inch iron rod with co ~ ~ ~ r a / p ("Sitech / \ En ineerin of the h rn f ~s \ g g soot co er o the herein described porch; S \ ~ ppi~pp 0• THENCE North 44 4' ~ \ • ~ '0 00 West, a distance of 100.00 feet to o set 5/8 inch Kan rod with cop ("Sitech ~ ~ti OS En ineerin " , at the west corner of the harem describe r / ~ S 9 9) d po cal, rVD ~ LEASE ~ 0~, ACCESS ~ U \ 0• F. \ / ~ s \ \ THENCE North 45'5600" Eost, a distance of 100.00 feet to the POINT OF BEGINNING, and containing a computed 0.2296 acre (10000 square feet of land. 0 ~ \ \ \ ) ~ \ \ \ \ m / ~ ACCESS & UTILITY EASEMENT DETAIL 1 -60 ~ \ \ F CATTLE \ \ ~ GUA RD ~ S 0 ti ~ \ \ ~ ~0 ~sr. 0•. \ \ \ \96p9 \ ~ PROPOSED 0 \F S9 \ TOWER \o / / \ ~ \ A~ EL. 329' \ ~ \ / \ \ \ \ \ \ \ ~ FN ,oj D. 3/8" LR, \ \ ti ~ \ A ~h 9 ~ ~ ~ ,t ENT t ) 9 ~ \ GUARD \ \ \ ~ :a ~ \ A~ ~ : ~ ~ \ ' ~ 0 DENOTES ~ \ C' \ SET 5/8" hR. W/CAP \ / A 9~ ' ' "SITECH ENGINEERING" ` \ ~F / s° ~ >z - ~ / ♦ s ~ / ~ \ s LEASE TRACT / \ ~ 4 ~`l so ~ NOTES: 1"=so' ~ ~ F \ S•, S, 1, The surveyor has not abstracted the site. Thie survey relies on the title search from Mark Dinges, and provided by client. ♦ J.E. SCOTT LEAGUE, A-50 ~ Q 2. The professional service reflected on this plat of survey is provided in connection with the tronsoction anticipated by the title search referenced and ~F \A~ ~ BRAZOS COUNTY,TEXAS dated above; it is not to be used for any other purpose. 3. Bearings boxed on the northwesterly line of o tolled 27.09 acres as described by instrument recorded in Volume 2493, Poge 255 D.R.B. C. T. i 4r \ 4 Flood Statement: I hove examined the Federal Emergency Management Agency's Flood Insurance Rate Map tar Brazos County, Texas, Mop Number 48041C0143C, Effective Dote of July 2, 1992, and the mop indicates this tract to be in "Other Areas, Zone "X", determined to be outside 500 year flood ACCESS dt UTILITY EASEMENT ~ plain"; No portion of this plat lies within a designated Special Flood Hazard Areo, inundated by 100 year flood or Other Flood Areas. Warning: if this 1.2949 ACRE (56407 SO. FT.) site is not within an identified Special Flood Hazard Area, this statement does not imply that the property and/or the structures thereon will be OUT OF' A CALLED 27.09 ACRES LINE TABLE free from flooding or flood damage. This determination has been mode by scaling the property on the referenced map and is not the result of an elevation survey. This flood statement shall net create liability on the part of the surveyor. J.N. JONES LEAGUE, A-26 LINE BEARING LENGTH GPS 2 J.E. SCOTT LEAGUE, A-50 L1 sa4.4s'3s"w 30.13 ~ R SET 5 8 I.R. BRAZOS COUNTY, TEXAS L2 N45'56'00"E 30.00 ~ ~ EL. 339.57' C,9 5. This original work is protected under copyright laws, Title 17 United States Code Sections 101 and 102. All violators wilt be prosecuted to the fullest extent of the low. This survey is being provi d solNy for the use of the recipients named and no license has been created, express or implied, to copy 6~ Being o 1.2949 acre (56407 square feet) parcel out o(a coiled 27.09 acre tract ~ FQ the survey except as is necessary in conjunct with the original transaction, which shall take place within thirty (30) days /Tom the dote adjacent to conveyed to Joyce N. Kinman, and Gerald Kinman by instrument recorded in Volume ° R~ ~j) ~ the signature line herein. i CURVE TABLE 2493, Poge 255 of the Deed Records of Brazos County, Texas, also being situated in C~ •00 CURVE RADIU '0~\ S LENGTH DELTA CHORD BEAR. CHORD the J.H. Jones League, A-25, also being situated in the J.E. Scott league, A-50, ~ •h0 9 ~ Brazos County, Texas, said parcel being more particularly described by the following ~ ~ C1 100.00 151.19 90'03'43" S89'05'52"E 141.50 ~ A ~R?s~ 6. Right of way easement to the City of 8ryari, Os described by instrument recorded in Volume 141, Poge 492 D.R.B.C.T„ is an over and across easement. ~Q• 7, 20' Right of way easement to the City of Bryon os described by instrument recorded in Volume 197, Page 73 D.R.B.C.T., is an over and across ~ b C2 45.00 65.67 83'36'46" N87'40'40"E 60.00 ~ C F metes and bounds; (Bearings bused on the northwesterly line of sold 27.09 acres - F ~ ,p eosemen t. North 33'17'09" West); ~ P~ ~ C3 15.00 21.89 83'36'46" S87'40'40"W 20.00 ~ ~ COO(F ~ G C4 130.00 204.34 ~A~ ~F ~M 90'03'43" N89'05'S2"W 183.95 \ q~( AiA COMMENCING at o concrete monument at the westerly most northwest corner of said F F B. Right of way easement to City of Bryon os~~dsscribed by instrument recorded in Volume 602, Poge 27 is vague in description therefore unlocatabie. Q('/. 27.09 acres; ~ A ti tiF ' 3J1.69 1 L_U ~oi~rts.^~ c_.....~__ n.._i_~_ n_~_i, n__r~r _~`--~-_s - - c~n~.n.n n. tir i ~'rr.-, ,u~.~, - ~ - - - THENCE Narth 45'56'00" East, alone the northwesterly line of quid 77.09 nrrea n _ . _ _ _ _ _ _ ~ ~ \ ~6„ ~ distance of 201.71 f I,HLLLU Lr.Vy HI,KtJ , "U eat, • J31,aD \ ~A NDTF: The mognetk detllnotlon value shown naeon noe neon • 331,68 JOYCE N. KINMAN & GERALD KINMAN ~ s~ THENCE South 44'04'00" East, ossin at a distance of 49.99 feet a set 5 8 inch coinpi1ed ooeed on tn. amnt lnternatiana Geomagnetie J 331.24 ~ .6~ ~S P 9 / R4tNena Fh+d (IGRF). Tn1e raw b oceurole to within Jo 30.45 VOL. 2493, PG. 255 D.R.B.C•T. s~ S 44'04'DO" E ~ S iron rod with cap ("Sitech Engineering"), at the north corner of o proposed cellular minute or arc, nowwer odor atorme con couee intense, • 331.95 / 1 cOmmUrtiCatianS tower lease tract in all 0 total distan f 14 f + short-term dhturtwncee ;n the geomagnetk nerd and value 49 99 ce o 9 99 eat to a x. 5,/?3 mn„ huanwr waryy under these amra:o~•s J29.93 / ~ inch iron rod with cap of the east corner of said proposed cellular communications \ ' • J30.67 • 331.42 •332.15 Q) / \ tower lease tract and o northwesterly corner of the herein described parcel, and the 329,47 c~~Q-. 6J ~ 21 A f I POINT OF BEGINNING• ~ / _ FN 1 ~ • J2 1 0 ~ D. /2 I. ' ~ . J.H. JONES EEAGUE A- ~ ~ ~ 1 328.4 , 26 P ~ BENT 1 • • 331.37 1~ ( ) \ \ 0 •330.85 '332.25 THENCE South 44'04'00" East, a distance of 419.69 feet to the beginning of o curve • J2 332 72 B R A Z 0 S C 0 U N TY TEXAS OF 0' / ITI I to the left; ~'T ~ 3,~&99 332.48 r Q AJ29.43 JJO. J / 58 J k• C J2T• 74 332.36 ~ \V~~O 33 THENCE in on easterly direction, elan sold curve to the left, with o radius of 100.00 328. 330.10 ' 331.35 , ~ fe 9 BOTH TRACTS FND. ~ • ~ 0 .ryJ~• s. 4 ~S• et, on arc length of 157.19 feet, through a delta of 90'03'43", and having o chord CONC MON ` ` ' 329.2 d„ 0 J31.96 J / 0• bearing South 89'05'52" Eost, 141.50 feet; ~ , CA ~ • J29.91 331.44\ ntE 0•, ' 329.31 ~ / GUARD THENCE North 45'52'17" East, a distance of 641.31 feet to the beginning of o curve to Qv .94 2.n ~O 1E~ the right; Q • J29.40 c `G / ~ ti / , ~ .i ~3.e8 ~ FENCES THENCE in an easterly direction, along said curve to the ri ht, with a radius of 45.00 ~ _ ~.33 ACCESS & UTILITY EASEMENT 0 9 ~ 2.01 earom wec X feet, an arc length of 65.67 feet, through a delta of 83'36'46", a chord bearing North • 332.4 a 1.2949 ACRE ~ 0 Lo f 8740'40" East 60,00 feet ~ ~ ~ J ~ / < ' ~ 56407 SQ. FT• ~ ~ ~ s ~ ~ • / LEASE TRACT ~ 332.74 a o THENC 7" ~ ~ d~ ELECTRIC E South 50'30 5 East, o distance of 596.09 feet to o southeasterly corner of / 0.2296 ACRE 332.4 . roece ~ t 1 -r_ . the herein described parcel in the north right of way line of F.M. 60, and o ~ 4 a. m 10000 SQ. FT. vo~, ~ 4 southeasterly line of said 27.09 acres; ~ ~ .J8 I i 9~ ~ j~ UNDERGROUND GAS P L v' 1 T / / f ~ ' o~caic~c ut HENCE South 44'49'36 West, along the northwesterly right of way line of F.M. 60, MITCHELL GAS SERVICES, L.P. ~ GP 1 17 ' _ 3J uuoteoeaen u and the southeasterly line of said 27.09 acres, a distance of 30.13 feet to a 0,~ ,.a,, S ~ . J31 7 3.52 y ST RM southeasterly corner of the herein described parcel; PH. 1-800-214-2154 p SET 5 8 LR, d ~,~e 0 SEWER 4 onent eecr ■ ~ ~ E • 333. ~ S. t^ L 332.68 ~ e T SWALE . S HENCE North 50'30'57" West, a distance of 593.28 feet to the beginning of o curve 9~ ~ ewe~at m to the left; 1, • .74 SAN SEWER C 3J2.Bt 2.. / wwaic THENCE in a wester) direcfron aloe said curve to the left with a r i f ~ * ~ area - y g ad us o 15.00 ~ - feet, on arc length of 21.89 feet, through a delta of 83'36'46", and havin a chord 334.Da `-T / , ~ acwauT 9 beorin South 8740'40" Wesi, 20.00 feet• 4r \ ~ WATER 9 \ i ~.c txh vKVt r Stu In i THENCE South 45'52'17" Weat, passing of o distance of 6.47 feet a found 1/2 inch ~j FIREHYDRANT iron rod of on interior corner of said 27.09 acres, in all a total distance of 641.31 0 RFLO GAS feet to the beginning of o curve to the right; . - VALVE TH j G• ~ ~ ~ ENCE in a westerly direction, along said curve to the right, with o radius of 130.00 ~ 0' ELEC. MARKER TELEPHONE J feet, an arc length of 204.34 feet, through a delta of 90'03'43", and having a chord Q•• m 1 0' R.M.E. bearing North 89'05'52" West, 183.95 feet; P~~y°~ ~ PH• 1-979-778-8525 ~D~`"` ~ i CRAPHTC ~C:AT,F r~_c,•.. ~ cAeLE rv x i Tucurc ti...~~ ed•ne'nn" w.... A:n - I-- - W1 WW -0% u uww u ,ia.ua icci w u norinwesien corner or Box a+ the herein described parcel, and in the southeast line of said proposed cellular a• qy~ PIPELINE MARKER $ communications tower lease tract; 100 0 100 200 PROPERTY MARKER 0 F Z05 0 UNDERGROUND CABLE -W- THEN 0 i CE North 4556'00" East, along the southeasterly line of said proposed cellular ~ VERIZON VARELES FIELD K MN (trL DATE 2/14/02 si DRAFTING RNG ENGINEERING CORP. communications tower lease tract, a distance of 30.00 feet to the POINT OF BEGINNING, and containing a computed 1.2949 acre (56407 square feet) of land. ( IN FEET) TOYER TYPE ELEVATK)M FOR STRUCTURE ACL. ' 1 inch = 100 tt. MONOPOLE N DESIGN TOWER HEIGHT:' 140' Ap" 000RDWATES NAD 83 LEASM DATE 2/27/02 'The SK. T.cnnoa Grop' LATITUDE 30'36'06.19"N GERALD L !KINM, AND JOYCE N. KINMAN CHECKED TLR 1544 SAWDUST ROAD SUITE 100 140' 469' LONGITUDE 96'22'14.26"W DATE 2/25/02 THE WOODLANDS, TEXAS 77300 N/A N/A TOE, Co. OFF. / (261) 363-4039 SELF SUPPORT ❑ ABSOLUTE TIP N/A FND. LATTICE SUPPORT STRUCTURE TIP N/A TITLE CO. MARK OINGES FAX / (261) 363-3459 N A N A I" IP GUYED ❑ ANTENNA RACK N/A (BENT) WATER TOWER GROUND ELEVATION N 4A CERTrERUNE 000RONA7EB NAD 27 G.F. NO. .-moll: wcOWtochan¢oom N/A N/A FM 60 pWpalT goat ROOF TOP FOUNDATION ELEVATION N/A N A 329 LATITUDE 30'36'05.47"N COLLEGE STATION, T%. 77640 SCALE KEY MAP N vAARIEs N/A N/A LONGITUDE 96'22'13.39"W ,108, NO. I 2134-OM AID 1 1 OF 1 i , . , :J a..+Mr1Y.wA~. , ~ , . a ~q~ • CFO S ~ ~ ~~ss s ~ ~ ~ m ~ci~n. o ~ ~1~0 ~ s ~ ~ \ F ar ~ z•g o ~ G~Lc~` \ \ \ \ ~ J.E. SCOTT LEAGUE. A- \ ~~'~'F\~ BRAZOS COUNTY,TEXAS AGUE, A-50 o ~MN~ ~Y,TEXAS ~ ~ ~ ~ \ \ ~ ~ ' W C LINE TABLE \ \ ' \ LINE BEARING LENGTH L1 544'49'36"W 30.13 r L2 N45'56'00"E 30.00 ~ ~ j r \ ~y°', k, CURVE TABLE ~ \ ■ it ,y'~6 p~ CURVE RADIUS LENGTH DELTA CHORD BEAR. CHORD \ ~°`yh~O Ci 100.00 157.19 90'03'43" S89'OS'S2"E 141.50 ~ C2 45.00 65.67 8336'46" N87'40'40"E 60.00 1 ~ . ~kc' ~ C3 15.00 21.89 83'36'46" 587'40'40"W 20.00 pQ~ C4 130.00 204.34 90'03'43" N89'05'52"W 183.95 ' 331.69 CALLED 27.09 ACRES ' 331.00 NEW 100~x100~ FENCED • 33i.ss JOYCE N. KINMAN & GERALD KINMAN .COMPOUND PAVED NATH 330.45 331.24 VOL. 2493, PG. 255 D.R.B.C.L / CRUSHED LIMESTONE BASE S 44'04'00 E • 331.95 COMPACTED TO 95x 49.99' / STD. PROCTOR (SEE 329,93 .a. 1. SHEET ~l~ ' 330.67 • 331.42 • 332.15 . . sze.a~ NEW UTILITY RACK g~~0• ppN~pp ~ 3za.a2 329,77 (SEE SHEET E2) J.H. JONES LEAGUE, A-26 O' p~`' • 330.85 ' 331.37 • 334.29 BRAZOS COUNTY,TEXAS y>P,~'S~ 80TH TRACTS ~ a ar 32.89 POB 332.48 332J2 ~,3 39.43 ~cc[ss e u¢ 3 90 .r,,p~ 334~2 'S 327.74 328.99 x.58 332.36 Q~~G E7~ ' / 328.20 • 337.35 F,+• `L S3a.86 ~ 4 - FND. X30.1 ` NEW U. TELCO ~'JO~'~ ~ ` '83 \ONC MON 328.10 32925 33t ygRIFY. SOURCE W/ ~ . .CATTLE 3at,a~ ~p~AL PROVIDERS ~ 328.94' ,J2 ~ S+r NEW 14' ACCESS DRIVE .f~ 8 GUARD ~ / °~,..R. 329.34 3 ~90T, 333. 33.20 PAVED MATH CRUSHED • 329.40 ~ , a LIMESTONE PAVING / o~ / \ ~ ~ ~ ~F COMPACTED TO 95X , Y/ (EASE TRACT v ~ ~ 0.2296 ACRE ~ • ~~~~9y.332'8~ STD. PROCTOR 288'1 ~ (10000 SQ. FT.) 332.a~' ~~E SHEET Dt) o v. 'SSA o XISTING-' NEW EWIF'MtNI ~ ~ ^4332.74 ~ 33428 ACCESS & UTILITY EASEMENT NDERGROUND GAS P/L ~ SHELTER ON ti R10~ ~ 5 1.2949 ACRE (56407 S0. FT.) yh ITCHELL GAS SERVICES, L.P. CONCRETE SLAB y~ H. 1-500-214-2154 ~ ~$E~ S41~IETi $1~ `~4Q 3.38 333 / 5 . ~ NEW 30' WIDE ACCESS 33.z ' NEW U.G. POWER ~ ~ 3568 UTILITY EASEMENT GPS (/t SET 33 333.sz 5 8 I.R. EL 333.1 ~ ~ ' 333.37 ~ ~528~ t~-~ TO 332.68' s 4 EXISTING P•P33.ss ~ 5, EX/STING ss m Z \ TING \ 33~~ OIiERHEAO UT/L/T/ES ~1'~ v~ \ ADE 332.81 \ ``33.40 / 4.74, ~ \3~3 32 `L X09; ~ ~ 33.3 ~ /~4 ~,~p. ~y ~ ` ~~334.08 y~ o,~~ ~ , NOTES: ,pc ~ ~ c ~ ti, " S~ \ OvIERFLOw \ 7.) CONTRACTOR IS TO REPAIR ALL DAMAGE ~ \ / ~ ~ AT COMPLE ON OF yypRKPRE CONSTRUCTI ~ ' ~ ~ EX/STjNG ~ G~ ~ POWER POLE 2,~ yyEST TOWER FACE iS TO BE ALIGNED WI ~0' ~ ~ ELEC. MARKER •f s ~ ~ ~ y~Q' ~ ~ /~i PH E-9~g-~~$-$525 3) TIMESANO EQUPMENTOSTAGNG LOCATION \ OF Q~ % / WITH LAND LORD. EXISTWG BARHEC - v~~~b• y WIRE FENCE ,yP NOTE - sr IMIy PLAN St1UWN IU LLAKItT IFtt KtLAIIVIV ~ EXISTING PROPOSED VfRIZON WIRELESS WORK TO OVERA / TREE AXIS ENGINEERING CLAIMS NO RESPONSIBILITY F LEGAL DESCRIPTIONS SHOWN. KLLA I IUNStilr LX fi TO OVERALL SITE ONLY. w SIBILITY FOR THE < z s [yYF'i1AI 1 l~TF PL M REFER TO SURVEY BY: . FND.t" IP FOSITECH R ENGINEERING COMPANY ~ V~11 W INFORMATION. SCALE 1", 80'-0' (BENT) Iri z f v , g d NSW LIGHTNING ROD R~V~3ION8 8Y . X 329.93 329.47 X 330.67 ~ Q a Q i . NEW TOP OF PA~/ING TOP OF TOWER 14p.0' S7p~ ELEVA110N (TYPICAL) NEW ANTENNA ARRAY ~ z NEW DIRECTIONAL ANTENNAS W Nam o THE SIZE, HEIGHT, AND DIRECTION ~ J~X ~ OF THE ANTENNAS SHALL BE W r ADJU5TED TO MEET SYSTEM ~ .vs ~ ~ REQUIREMENTS. { M 0 ~N~ f~ M .I X CONTRACTOR IS TO VERIFY ANTENNA ~ w~~ 329.77 CENTERLINE ELEVATION WITH VERIZON ~ WIRELESS PRIOR TO INSTALLATION. ~ W ~C 328.A2 '~~~6 ~0~, 'fld` NEW 100'x100' COMPWND ' ~ ~ ~ ~ PAVED MATH CRUSHED ~ ~ ~ LIMESTONE BASE ~ ~ W COMPACTED TO 9576 I ' ~ ).85 STD. PROCTOR (SEE X 330.85 SHEET D1) W a x X W 329.89 I NEW MONOPOLE 0 1 ~ FOUNDA710N NEW METER AND (SEE SHEET S3) DISCONNECT ON oz ~W Z g 1 NEW CLUSTER NEW POWER BOARD MOUNT ON LEG (COORDINATE ` X WITH LOCAL PROVIDER) , ~s ~ v 328.99 NEW ICE BRIDGE ~ ~ ~ 6 (SEE SHEET Dt) NEW U.G. TELCO ~ I~ ~ ~ ~ I, ~ ~ O (SEE SHEET E1) ~ ~ ~ of ~ 3 NEW CHAIN qtr' , . ~ W LINK FENCE ~ , ~ NEW 16' GATE ~1 Q ~ <''6, (SEE SHEET Dt) ~p `.329.43 ` . I ~ ~ N `~'~P T.O.S. _ 331.0' U ■ r NEW LEASE 1 LINE ~ 'r ; ,~e~ 1 NEW EQUIPMENT Ate, 330.10;' ~ 'S~ ` ~ SMELTER ON A ~ ` t j ~ - CONCRETE SLAB 3 ~ (SEE SHEET S1) v O ~__~i ' , X s NEW U.G. i POWER (SEE ~ 330.95 i X 329.25 X SHEET E1) \ 328. t 0 NEW DIESEL NEW 14' ACCESS DRIVE K\1f~ATI~A DA\Tf1 IM TLJ I'~OIICLJCI~ (1'- VL1~~.1~hIV1♦ ....rte .r~~~~ ~r~~vw~~~ AND FUEL TANK LIMESTONE PAVING ~ ON 4'x8' PAD A' COMPACTED TO 957. (SEE SHEET S1) ~ STD. PROCTOR 288'f \ (SEE SHEET D1) ~ } NEW 30' ACCESS & UTILITY EASEMENT ,r NEW U.G. TELCO \ k l~ID POWER VERIFY \ SOURCE WITH LOCAL PROVIDERS X 329.91 331.44 328.94 X F 3 NOTES: 1.) CONTRACTOR IS TO REPAIR ALL DAMAGE RESULTING FROM _ _ _ l~/VICTDI I/~TIUI OA/~V TA ~~C I~IU~G~TO~~~r~~~ n~~~n~r~~~ THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OF °^w^ ~^v_ JIRVli11V1'1 wlvvl nvI PROPOSED VERIZON WIRELESS WORK TO OVERALL SITE ONLY. AT COMPLETION OF WORK OV~IALL SITE PLAN AXIS ENt31NEERING CLAIMS NO RESPONSIBILITY FOR THE SCALE 1/8" = 1'-0" LEGAL DESCRIPTI0l15 SHOWN. 2.) WEST TOWER FACE IS TO BE ALIGNED MATH TRUE NORTH. :NN C2 O 10 5 0 10 20 z „u. z REFER TO SURVEY BY: 3.) CONTRACTOR SHALL `COORDINATE SITE ACCESS ~ SITECkI ENpNE'ERINO COMPANY TIMES AND EQUIPMENT STAGING LOCATIONS 51, FO*G0A1Pl.E1E SITE INFOttAlA710N. NA'f~ LAND LORO: SCALE: 1/8" 1'-0" NEW GENERATaR +r , MAW (S, SHEET S1 k► y x .ri . F. _ V RL~VI3IONS B ~ Q 3 ~a 20'-0" U 2 2 1" U LAP STOOP No.5 BARS INTO z MAIN GRADE BEAM (No.S'S) WITH z ~o~ ~ _ 12" CHAMFER HORIZ. REINFORCEMENT #5 8 MIN. CORNER TIE ~ J~X ° ~ AT CORNERS N0. 3 BARS 3/4" CHAMFER OR TOOLED No.5 BARS AT TOP AND BOTTOM 12" W ~ r ~T~) 1'-4" AT 12" O.C.E. W. EDGE AT ALL EXPOSED pg^ » LAP SPLICES SHALL BE 24" MIN. N •o 28 MIN. - X ~ ~ ~ CORNERS ~ ~3 BEAM STIRRUP AT 18" O.C. TYP. ~ c ~ n 3000 P.S.I. SLAB FOR I ~ 1.) CONTRACTOR SHALL VERIFY CONCRETE MiN. ~~•_8• x 20~ PROPOSED SHELTER SIZE AT < ~ . a N ~ (SEE NOTES) 1'-0" ANDREW OR FIBREBOND v D ' 3" RADIUS v, SHELTERS ONLY VERZION NARELESS STAGING YARD PRIOR _ W ' ~ a (TYPICAL) - ~ TO CONSTRUCTION OR ORDERING REINFORCING STEEL. 44 ~ ~ ~ • _ • . ~ . ~ d ~ ~ 2.) ELECTRICAL CONTRACTOR SHALL 4" CHAMFER ' . ~ ~ N CHAMFER ~ COORDINATE STUB-UP LOCATIONS a z w . a , ~ ~ STOOP I ~ ~ ~ CENTER STOOP WITH PROPOSED SHELTER. (FIELD ~ ~ ao PERIMETER i--~ ~ W/DOOR (TYP) VERIFY AT STAGING YARD.) • ~ N BEAM ~ ~ W . ~ ~ v 3.) CONTRACTOR SHALL ANCHOR ~ ~w SHELTER PER MANUFACTURERS RECOMMENDATIONS. CLEAN BANK SAND ~ " 2~-~ ~~2~ 5' COMPACTED TO 95% ID Z ~ ~ ' REBAR SEE CHART) STD. PROCTOR. d CONTIN OUS ~ ' ° ~ W/~3 STIRRUPS . ~ COORDINATE STUB-UP LOCATION WITH PROPOSED ®1 " O. C. z . ~ a SHELTER SIZE & MANUFACTURER. FIELD MEASURE 4 PROPOSED SHELTER AT STAGING YARD PRIOR REBAR CORNER LAP TO CONSTRUCT10ty_ USE 3000 P.S.1. CONCR ~vL~vvr~i~iiv~'. i~~niL ~n ~vniv~n v~ SCALE: N.LS. G SCALE: N.T.S. o - ~ - ~ 1 1 't ~ ~ N0. 3 BARS l 3/4" CHAMFER OR AT 12" O.C.E. W. TOOLED RADIUS AT 1 ALL EXPOSED CORNERS f - , 3/4" CHA 41 d. TOOLED R FINISHED GRADE a a~. ~ ALL EXPOSED { 1 E ~ COMPACTED SAND ~p =III-III ~ i'' SEE CHART I ~ =12i1 FINISHE ~ I _II r-COMPACT ~1 _ l .a SUB GRADE 1„ i i._ _ Y.r ii_r~ ~6 MIL POLYETHYLENE PROPOSED P 2• ~yR VAPOR BARRIER PERIMETER ALL AROUND 12• (6) /5 REBARS EQUALLY WITH ~2~ N°' SPACED MATH ~3 STIRRUPS CONTINUOUS t `J O 18" O.C. STIRRUPS A J FOOTING DETAIL STOOP DET SCALE: N.T.S ~ SCALE: N.T.S. F _ L k 4'-0' ~f3 BARS O 18" O.C. 18~ 12~ { BOTH WAYS ALL CONCR 3/4"x3/4" EDGE CHAMFER 3000 PSI CONCRETE fO ON ALL SIDES IF BUILDING 3/4'x3/4" EDGE CHAMFER i CONTRACTO ON ALL SIDES ~ P.S.I. CONC 3p00 PSl CONCRETE STUB-UPS CONTRACTO (SR POWER ~ 24 HOURS ~ a~ coNrna r~, LEADS I I ALL TOWER ~ ~ 1 e ° I /3 BARS O 18' O.C. ~ 7 ~ ti' ~ 1 BOTH WAYS ~ ~ FlNISHED GRADE (SEE 7 CONCRETI SHEET A2) I I 4" MIN. SAND I I ~ 5 MIL POLY FILM BEAM ■ 1-~5 BAR TOP I_4__,I Y i ~ Q AND BOTTOM ~ EXPA v 6* uLhaair i u~h~~►r►~r►► vrv Dr-LVn 14MIVMIAL vRVU1VU ANU KLINtUKI;LMLNI tjLLUW 5LAU tL - e•. EQUIPMENT PAD PLAW EQUIPMENT PAD SECTION' v r . ; ,_a . - ~,,yLL c . , . l ~ o• N ~ ~ ~ ~ a ~ .a ~ ~ xD ~ N ~ t9~ LQ5 £tL ~ ~ , . < t ~0~ t?~9 z ~ a . ~ ~ SOON W SVX31 NOl o ~0 lLLa3d0ad 3H1 3aV S O~~la £Z ti L ~v ,yaw. Nozw~ NOZI~31+ asn an~m~x~ aFU ao~ aaaN~s ENO ~aroad sou. ~o Nar~oa asaHt ~o asn-aa ~Nr 1noFUr~ tsfl~wwraa> si 1N3SNOJ NaJ11i1M ~ ~ sncr oNr ss~arM Noz~aan ~o ~Mpad SI ONl~gaNgNa ~L V1 J N W W w O a. 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Y~ ~ = J z Q ~ - r i - o U „g z - Q N ,~Z-~~ N ~ N - O O t- Y L- ~ a. ~ a N Z C N O ~ Q ~ nU a W o ~ a m z v a W 75 Z ~x U J Z Z w W IZ0W w Z t 9 b g wZ ~ u8 ~ N O O Z W w O J U U U U~ Q-3 ~ ~Odi ~0 ~f O J ~ U w m C-A zV'a p LLJ M x,, ' ~ i ~~~s GAF,N, `3k~tc:_~~4.~~~1ic~-, .J~~ - EXOTTiERMIC DIAGRAM NOTES M1ELD JOINT t~t0UNi3 GATE POSTS AS PER C~ETAIL"~1" THIS SKEET. L AtC GRE1UNp' RODS SltlfLL BE A MIN. 5/6'x8`-0` COPPER C~Ap STEEL. ~ ANTENNA CQII.ECTOR GROU AR ATTACHED TO TOWER ~2. LOWER , 1 ~ COAX GROUND LEADS TO GREIQ BAS, SEE G-2. PROIADE GROUND BAR. ON 2. 9ElOW G'Itt- (~ND47~'f~5 SHALL BE /2~ AYVG TIN PLATED SOLID , ~ TOYYER GRWND 8AR - ~ ~t2 11N PLATED SOLID C0 ik1PPER MIN. ' : LINES TO TOWER LOOP BEL SOLID COPPER SOUND EACH EXISTING TOWER {5k~ , y GROUND E LEC. EQUIPMENT -PER Q.E.C. , 3.~ GRWNO RODS SHALL ~ DRIVEN TO A DEP1N SUCH THAT TIDE TOP~OF Q GRWND ICE BRIDGE POSTS y GRWNU LOOK 1w~1 fiIN P~T~U SOLID COPPER-GROt~1D WIRE FROM GENERATOR AND c3 ROD IS^18" BELOW FlNISHED GRADE. Q COAX TRAY : 1 ~!2 SOLIt~~'COPPER JUMPER AT EACH EN 4. HOLD BENDS TO AN 8""MIN. (ABOVE AND BELOW GROUND} SERVICE ENTRANCE TO ISOLATED GROUND' ROD (VERIFY MFGR.'S REQUIREMENTS) ? EACH END. 3N#2 TIN PLATED SOLID COPPER GROUND WIRES FROM EACH TOWER LEG i N°a o 5. A MECHANICAL JOINT WILL BE PERMITTED FROM HVAC do ELECTRICAL ~ GROUND BAR AT USED COAX PORT, ONLY. ®TO TOWER GROUND LOOP. ~ ~ x c'na E~At?MENT TO GROUND RODS. INTERIOR GROUND HALO : R~4 ~ ,~2 LINE AT EACH CORN 1 N 2 TIN PLATED SOLID COPPER GROIt~ND WIRE FROM LIGHTNING ROD TO z ~ n ACH .CORNER OF INTERIOR ~ GROUND ROD AND TIE TO GROUND L04P .VERIFY MFGR.'S REQUIREMENTS ~ ~ ~ 6. GROUND ALL,-EXiERNDR EOUIPMENL (MISC.) TO EXTERIOR GRWND LOOP O GROUND HALO TO EXTERIOR ' OUND-LOOP. SEE DETAIL 7 AS'WEl#.'AS;~ER N.E.C. TYPE - G~ t~~t2 TiN PLATED SOLID COPP~jR GRWND HARE FROM TELCO IETAIL 7 SHEET G2. ( ) ~ ~M~~ ^ OM TELCO DEMARC TQ ~ EINUSED .PORTS NOT GROUNDED ~ ~N~ h 7, GROUND HYAC UNITS TO Q(TERIOR (~2WND. RWG. TEE /HORIZONTAL CABLE, a GROUND LOOP (VERIFY MFGR.`~k'REWIREMENTS) VERTICAL ROD o 8. Tip EXTERNA4 GRQtIND RING MAY TAKE THE PHYSICAL FORM OF A ~C' GROUND AIR CONDITIONER T~ ~#i0P BELOW MATH 1 ~ q2 TIN N 2 TiN PLATED SOLID I© 2N~2 TIN PLATED SOLID COPPER GROIhND WIRE FROM EXTERIOR GROUND BAR ~ TO GROUND LOOP. L OR AN "L~ ~FIAPE Ml CASES WHERE Ail 9DES OF 1HE BUILDING ARE COPPER DROP. CONNECT TQ I~JC FRAME WITH 2-HOLE LUG. NOT ACCES~E. ~ EXOTHERMIC J CORNER FENCE POSTS : GRCIIND All CORNER FENCE POST 9. (~iQllNp RdUS ARE TO BE PLA(~D ALONG GROUNb RING AT ANT ~ SEE DETAIL "N" THIS SHEET. MESS THAN S fEfi,/~ID NOT 1AORE THAN 12'. STEEL SURFACE NC 10. USE. 2-FIOLE LUG ON AF.I LEADS TO MASTER GROUND BAR. GT NC NEW MS1llOPOLE i PAINT W/ GALVANIZED PAINT i~ CONNECTION, ~TOINT PREPARATION nF,~R ~r,s-rn~~nnor,. 5 TOW~R GRWND ~i THE 'SURFACES OF EACH CONDUCTOR TO BE CONNECTEd ~~~RIN13' (~2 T1N PLATED ■ AR£ TO BE WELL CLEANED, REMOVING ALL PMNT, DIRT, {/2 TIN PLATED SOLID COPPER 1 ~ 50L~ COPPER) lYN~1 Ct)RROSION IN THE AREA OF CONNECTION MORE GROUND LINE TO LOOP BELOW ~ EACH JOINT IS MADE, NMETHER IT BE A MECHANICAL OR ~ ■ n WADED JONd7. AFTER iJEIAiANICAI JOINTS ARE COMPLETED, APPLICATION OF AN AN710XIDANT COMPOUND, SUCH AS ~ ` , " NO-OX ' OR EWIVALENT IS RECOMMENDED. WHEN USING TYPE - VB ~ Apt , I _ NUN-MiELDED MECHANICAL CONWECTIONS, SUCH AS BOLT- TAP /VERTICAL TO STEEL, Z ~ ON LUGS, THE FOLL0IMNG PROCEDURES SHALL BE FglOWED. CABLE DOWN AND OFF SURFACE ~ 1.. TO ENSRURE :~OOb EtECTRICAI CONTACT, THE MAl1NG ~ ~ ~ ',SWRFAC£S'SN4UL0 BE CLEAN AND FLAT. EXOTHERMIC 3 ~ 2, TMIO-HOLED LUGS ARE REWIRED ON ALL -~2 ANIG OR WELD JOINT ~T'~'•) 3 4 ~ \ 6 t= LARGER GROUND LEADS AIEpiANICALLY ATTACHED P~ ` TD THE M:GB.. 1G.8., AND E6.B.. AND ARE PREFERRED FOR OTHER GROUNDING LEADS WHERE 1He SIZE OF ~ i- ~ THE WHiE .(~6 AWG dt LARGER) 1dlgiT El(ERT SUFFlCIENT ~ ~ STRESS ON fHE LUG TO LOOSEN A SINGLE MOUNTING BOLT. ~ ~ ~ \ 3. STAINLESS STfEL MWNTING HARDWARE (NUTS, 80LT5, ETC.) Nc ~ ~ e L JS' R€4UIRE0 ON ALL OUTSIDE C~INEC'TIONS AS WELL s 6 , ~ \ -~~`y= ~ _ ~Li~~*~-~~i! ; ~M ii AS ON iNE M.G.B. AND I.G.B.. AND IS PREFERRED FOR ALL ~ ~ ~ ~ \ ri ~ii=a ~ ~ ~ O1HER GRWNO LEADS. LUGS MAY 8E TINNED RATHER ~'Y~'E - TA it THAN STAINLESS. TEE /HORIZONTAL ~ ~O N 4. THE LUG HOIFS AND STAINLESS BOLT SIZES ARE TO BE ~ ~ CHOSEN TO MATCH THE MWNTING HOLE SIZES, SO THAT ~ THERE IS MIPHMAL PLAY IN THE MECHANICAL AS~MBLY \ ~ ~ NEW EQUIPMENT \ PRIOR TO TR~HTENING THE NUTS. SPOT RING TYPE IOgC ~ SHELTER ~ ~ t1 . WASHERS SHQULD BE USED TO PREVENT THE EXOTHERMIC tn1TS FROM lU0$ENING.WELD JOINT ~ ~ ~ ~ ~ T M.G.B. = MA51ER GROUND BAR ~ ~ TERIOR GROUND \ _ ~ E.G.B. =EXTERNAL GROUND BAR { ■ I I.G.B. ISOLATED GROUND 8AR ~ ~ HALO ~ 1~ 1 @~k1E POST':.. ~ ` / ~ etx~sH. ca~wE~:a (rrPE va) TYPE - PC \ % 4/0 WELdING CABLE TO POST ~ ,~y ~ F;yl~ ~y~ ~~~y. o~;r,~T PARALLEL TAP / HORIZ(M1TAL ` ~ j _ ~ OVER ANO UNDER, TAP ON TOP EXOTHERMIC 6 8 ~ T~ WELD JOINT N~ ~5~~ ~ ~ PC GT j E.r~ P 2 TIN PLATED ~E ~ COPPER TO~GRNOU OR ROD ~ GE ERATOR GATE POST GROUNDING TYPE - GR ' ~ M N.r.S HORIZONTAL CABLE TO . VERTICAL DOWN ROD-RIGHT ANGLE Q (TYP.) ~----CORNER POST (TYP. ) BURNISH, CAD WELD TO ~ POST do FINISH NEW LEA g W/GALV. PAINT. EXOTHERMIC ~ NEW CHAINLINK LINE WELD JOINT FENCE (TYPICAL) ~/2 TIN PLATED SOLID COPPER TYP. OF ? t ~ TO GROU DR ROD STEEL, GROUND ROD ~ ~ CORNERS  W - GROUNDING DIAGRAM` ~NN KTS. O = I CORNER POST FOOTING TYPE - NC ALL LINES SHOW SHALL BE #2 TIN PLATED UNLESS 0 ME, O INSPECTION WELL z 0 MECHANICAL CONNECTION (TWO HOLE LUGS (TYP.)) ~ N FENCE :POST GROUNDING TEE /HORIZONTAL THRU AND TAP CABLES, O~~~ MM~' 5/ scN.E: KT.s.; _ VERTICAL DOWN ROD CAI 5/8"0 X 8'-0" COPPER CLAD STEEL GROUND ROD ' EXOTHERMIC CONNECTION WELD (LETTER DENOTES CAD WELD i5woN CAD WELDED TO GRtVMt} 4OOP. CONNECTION TYPE.) USTERWOOD x , . - _ .Y y _ 9 ~•r. ~ r . - ~ , _ ~ - D - ; ~ O~ r O D D~ to I n to n O D C~ Z Z D r r r ~ - m ' Dto .M _ D m N Q O r _ E , F ~ A ".ef O ,~C, -~n r _~7D Z Z~ X O O ~ . DD ~ m ~ m N 'D ~ ~1 m ~ . 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"„r~~ L.. z rn Z mrn I'+'t + ~ ~ Z Z ~ ~ ~ fi m r~ D0 N ~ DAN ~ g I O D I O W O A O A DN WX n x A; N ~ + ~I'0 ~ E D i N © ~ Z frt ~ r m ~ w ~ 2 ~ Z fi ~ ~ m -C N mm Nn ",ti~'1~~1 < m ~ _ Z ~ ~O~~k ~ pt7 D© bap~~l O n p ~ i s m z o c~ ~ ~ ~c~ - v ~ ~ v D - t Z v n~~ N f N N I~f N N N N N N N N N i -1 v ~ z r o h ~ rw ~ ! ~ ° m ~ ~ ~ ~ ~ t3 b d a ~ o ~ a « d~~ n ~ g ~ z } ) ) 9oaa r*I ~ 3- ~ } I y ~ ~ c~. ) ) ) } ~C~'M ~ o li y $ zoo . ~ ~ ~ ~ ~ ~R ~ M ~ ~ l~ ~ • o ~ a w y~~~ti n~,~ ~ Z ~ y W ~ ~~'oc~ ~ W W ~ ~ ~ t ~ ~ m N m m~ ' w'~ D' ~ ~ ~ z o p 2 O ~ Z ~C ~ ~ ~ a a a» 0 N a a a r~ ~ ~ ~ ~ a ~GLS _ R~ o N .~.C ivy ~ N ~ ? n ~ ~ ~ ~ ~ o\ oco tf. c z ~o y lA s ~ IU ~1 NO O ~ ~ DNZ ~A p~~Z ~ ~ ~ ~ ~ n tn0op ~ Rl m p~ a ~ m m A i~ ~ ~ + Z r C p~,z- ~ ~ ~ w m ~ ~ y n ~ ~ Z D Z O ~ ~O ~ c0 n ~ C v ~ m - m D ~ -I C r z ~ o -I D D n z 2r Or- p0 m r ~ ~ r ~ n ~ z ~ ~ ~ m ~ D v I N~ m n II D I'*i THESE DRAWINGS ARE THE PROPERTY OF VERIZON WIRELE SS. THEY ARE INTENDED POR THE EXCUJSIVE USE OF THIS PROJECT ONLY. ANY RE-USE OF THESE DOCUMENTS DRAIMNGS WI T THOU THE EXPRESS NAdTTEN CONSENT OF VERIZON WIRELESS AND AXiS EN(~NEER •s ~ i v~RlzoN ~R~.ESs ,a . ~ 14123 CI RO R . N . I , 4 .r^. ~ HOUSTON, 1~XAS ~ ~ ~ O ~ • _ ~ 77095 I ~ .A ~ N g o ~ ~ : ~ ~ ~ z ~ ~ .o . ~P► (113) 507 1650 r . * fc~,IC 1' 7 i ~ 350....618 ~ ~ R i. { ~ y, i _ x'.14,