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AboveNet-PT031014A copy of the approved permit must be on the job site at all times. T H E C 1 T Y O F CC: Applicant COPPELL Page 1 of 4 Public Works Permit File * �' T O F ), ^ S l 9 D - APPLICATION �O � RIGHT OF -V� AY USE PERMIT O Approved permit valid for 90 calendar days from date of approval PP P PP Submit permit request to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: l • Oa'ZOD3 Applicant's Job # / Work Order # 0 3 - °JOO • d �0 PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) License Agreement Approved (date) 07 l -1 2000 Certified Telecom Provider? YO N ❑ Plans provided and approved (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: FPEF NOV� O� ejE'C111�1� C'�•C,Wh�'�h( W� °F F� General Contractor: F LATtl2G TE E CAtr*s INL . Permit issued to Company / Representative: _ MFN LN� AMVEXAET} Address 50 80 SPE.L\ V-UPc, t)V-\VE-- S'� $O4W AMSD1J TX 75 Telephone #: a1ZZ• ?ZS • X 3 4 Emergency Telephone #: Z k 4 • ZC)S • 5 k Utility Company Represented: ❑ Oncor Electric Delivery Co. ❑ Oncor Gas ❑ Verizon ❑ SBC ❑ ComCast Cable I ❑ AT &T Local Services ❑ CoServe Communications ❑ CoServe Elect. ® Other WN ➢ If "Other" is checked, please note that franchise or right -of -way use agreements will be required and need Council approval prior to beginning work. Permit cannot be approved until that time. General Description of Work (provide copy of approved plans): PAL Z • Wt. NODE ik)r[x I - VMECZ BEGINNIN(o PST 'QOIN PLAcb 'D ucTS kwvo SG S(XrCVI g/w 0+ u'ftv Ur6w T\Z> F-WZO I PST T- 91CLPUC:� 'PC- - �-) U« Estimated Start Date lo• k3' Z003 Estimated Completion Date* 11- Z9 •Z0 * Completion requires submittal of Completion Verification Notice (see page 4) y Was contact made with City and/or utility companies to locate existing utilities? if NO, Reason: YES 8 NO ❑ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO if YES, must have City inspection prior to concrete replacement Revised 06103 Right -of -Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at the applicants expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). ➢ Any excavation requiring closing of a street /alley must be reported prior to closing to the following: Police Department @ 972 - 304 -3600 Fire Department @ 972 - 304 -3500 Street Department @ 972- 304 -3546 Engineering Department @ 972 - 304 -3679 ➢ Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a. m. until 3:00 p.m. ONLY unless otherwise approved by City Engineer. ➢ Attach Work Order (franchise only). ➢ Contact must be made with City and utility companies to locate existing utilities 48 hours prior to beginning of work. (Application with original signatures needs to be submitted to the Engineering Department before approval.) Qj–�. —�\ " :�� Signature of Utility Company Representative Signatu e of Contractor resentative \ �taa d-LrKLr Signature of City Representative PE /S N /ELF! Printed Name DON glen/04=7 Printed Name -- W ems. l ul - VL el Printed Name 10.8.2003 Date /0- 8.20 Date .0 1`� ate Comments: ➢ NOTE: Notify City Inspector at 972 - 304 -3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. (Backfill must meet all construction standards approved by the City of Coppell.) Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. Cl PROJECT L01 :) A o TM -D RMERLY KNOWN AS METROMEDIA FIBER NORTH ON FREEPORT TO CREEKVIEW WEST ON CREEKVIEW TO ROYAL N Z CR J X NETWORK) CALL UNDERGROUND SERVICE ALERT AT 1-800-344-8377 AT LEAST 48 HOURS PRIOR TO EXCAVATIONS GENERAL 1. The bmlim edaht and wrwgement of aditig w4wrvxw "in algae hereon have Wan S. Inside plant lbor optic OCOM can" that P%M hen field date..eraw rOvaha docwnrnb and still/ atoan. ilr location al the utiRim b tlr ABOYEtEt W- eguiprnerN ant W 1 I/4 ihhclhes from live PahaUalion pant $bawl hereon are" to W correct, based on available derwotion, but an = i nky is 6. CoodaA from the ABOVETET W- aawip on b o the bddn n b t need bootah, locators d tree facilities on b W vo •n Me &m shat aw illy W tar ( 1 ) 1 - - ra b an oAhorlaid representative paw to mobrActibn 7. The imtototon cohntrocbr shat net waned 270 a.gnn bads between pd points. bas ad or t 2 The arntrocla 's b neaebe eetra ro tut on in to 6 A rnA 0 m cwhdat bends; radio of 16 bubo slhot be maintained. oPeroti t r. or h'Ornbadtaf nerd W prepered M emea � d d 9. Pull t bas Q en 1 " shat rrnrdy be 24*Q4'at' raB' bar dig direction. algrwew ahN/othwdiclsdowhUhheae Straight 1mi$ 66o aecable of spat ro t rwatr ale t nreoraiht !'da24 aaetig uNy s bshuctwes and is rnpahsale for J: cr nq a c h co � q dpdh to ovoid such Ice F piece � a grips «a.d the law able inside pd bases a every armor 4th Ilan n high When the contractor mast after tore ant twhdh aip hm rims Invildings. conflicts. On I. the and sots toeing a d wdegWd u0jes the =*ad" rep till, 11. brbl RNAD sope, hrrasiaad in feet, in ON conduits WORK INCLUDES BUILDING PENETRATIONS 1. Fwnih and/or bWal of Zara aUrl materials, opaeiane, or ahNhods dialed, manliored or 1. AN an bare, dris, leases, to* s ta an horrors d any Other tn"q pe mammary or elhed sd an the and/or heroin, I I 1ng d boar, numbo ls, d d siher raj ire0 bar t ingds6m of t f w- ndidantale necaseorr 01111 wgnwad for mu 1 0 the nrbb6on of ABOYENEf laeilin that be acoor p lit in a ant ad weuhr w meow. M INC.. hdRies and eppurtsnacea R *OA be noted that the ofwwmW;aed b afasrnentioned �Ne -- its evist[ - structure shell be patched. e.cbsire of am laials and opipm nt Waded by ABOYENET INC., but SWW tad nlsI I in ocoarda I eph d app6c*o drq and code ft a 2. rhboda and provide 011 boar, nnholarW ant agaiphwd necessary for M6ny, ad coring. $Podia - and Old h On •°sting construction smeller w 44 - tab• bond benche m a k a t�'r dro sit a relocation tion we nor werb W clod for n IW Z WIC. oaua o�or rhn�� lr6 be pwlanrd wbM on apparel ABINEET COOE /SAFETY REQUIREMENTS TRENCH EXCAVATION BACKFILL AND RESTORATION 1. % mrryab bntstatiarh M the ABOYOET INC. bdRiaa. n� 1. F ClIndit kWANOtion, d bond ins wed Os KMW ahneOV1 - shot be boddilld ■d drill � � under the t01A an d nor ad w iodated m ae.+gt shod W :h pp �° ebawnw with a ear s hat be 95& a No ( )2M am* preferred ne CRY. ebb sent rofiand eldefricd ad uc6ah cedes. Z i 2. Floaoble concrete mint; Trod* Discharge Per c bic Yard (Sebrolsd) .. c lick d the a t th rn 's also subjad b Comdr wto l d ads a. con tr a a d n d regulations Nder/CaasiR ratio, be/6. omum 430 0.25 SO epi jwipmvd n sar p to nee d such codes, a+d and d Tiro si obe. o ns, and b ppiled materials imaterials aprornt ersor b trod bdn, wces reg an W rasporoak bar sane Concrete in 0.69 16wAd Adq�eaih gosleae. b. 650 i The bMdislim sent aaWucron N d ABOYENET INC. bciin CaK,eta mat weight, PCF am 1 32M E 4 Mrr. 4• (COL S.) 64 OU) and any other apaatiar rebteq b the werX naawaay b irb6 tree IOOi6p ail W palpnrhed its M EntMaanenl, S C RDI With d 014 ic" City. Aala and Fedad (OSHA) selldy nghdolaha and Pace- Told 3. Clean thous 60 MM shod be acceptable a" non -pubic of Wq. 1. The conbecbr and count" owe s$ sent operators of asOtig facilities baled od"pcstd to the torte Nobel batik shot be her of vgitation. sharp objects, end any star a aininsnh of 72 hours it $dace of construction its order b moil a iMa(wer¢e and delays Of or grow wester than 1 ". the no. wer4 and/or ihhprope Mud on the Installation M the ABOYEEET NC, 4. SNa rWarWiorl at miumnw, and be rmW to its original Welty or inhpreve0 TRAFFIC CONTROL Z Contact public Moral P01millig Office at Wd 46 bars its ahaKa M construction for msatona 1. The contractor and be rapaneai b pravide and d frolic eonbal persand and/or davit its batihi efitinq wdstgahrd ulitta m dearrd raceway b coda b coo P wk. l fic central reguirarr 3. Canted The Public Mart An Ung dice at Inl 48 hart in c a to obtain a pwffA for the 2. Prior b ahbmUig an application for a lrnt cat Permit, cooled pbfie blab i Office aA� 41 a�' steels for a bafl'c cahbal end bane dosing plat is n An appall plan guind prior b o obldn'ig a DRAWINGS Wed alig Paint I. ActarnIn )l y ant lowing a part M DIM specifications am design drawings that an gwm* SITE CLEANUP B GPPwtwwca Partaihng W ABOVENET ING. IocSlin. The eombador old Wan, pro dro.irg$ as dowdy as p sable Bring the able istatoton process, 1 . The contractor shah be na0 , 4, for doll deasp a nrneral M any debris dhaip the Installation Mlle ABOVENET W- Iocaisa. CONTRACTOR PROVIDED MATERIALS 2. t antroela ltd W rnparnale tar tlhe nrrhovd of d debris ban the wrk site or one on 0 1. As hrwitsm used twadgad this ineb6ation anal be tea ad, the all of Mar respective bill, ddy basis or as Aw as deemed necessary In order to maintain a soh od unobstructed tab and shat be :hstbted in a nod. Ocoaab mb adlr nho«her. M Calnd ��a'llh brat authorities fa approve durnp ales sent face! r@VA@ m nod b to noted 2. As elecbicd Praduds used BvaogAwA this hatemaion and conform to all appiooble abMadls of WARRANTY to N ard Electrical MonufoctWw Association " and/or the Mrrkon ktk o Standards 1. The cadredor shot was Only each and asry part M apparatus. msisttel, baba. One wWimmanlhip InsRute (ANSI) and shat be listed by Ibaderwitem laboratories (Ill.). Al ogapront must be Iwalyd For a period M am (1) year. The saw only shad incbde to ad M as b the enada:Wa. boor. aaeml ofpmbrwft harepatation Chagas ad the coat M resistible. MATERIAL. REQUIREMENTS 2. The start M the mraly PNW shod be the data of find acceptance by ABOWOET I. N conduit Ad be M the size and if" specified on the dromi provided and ail be imtalid in INC.. and continua for ono Par. Acceptance ahoy be complain or its parts as placed in serried aooade nu nth the details indicated an the ' , * - wdm otwwias stood. 2. fmbuction w4thods ad nithin pubic right of say that need the rowing mnts sal lath in 'Slardords apech7hoabarhs nor P1Ubic deals Construction North Cantral James'. INSIDE PLANT FIBER OPTIC RACEWAY 1. The contractor flhol to iW ad instal the EMT candary, Ihonqen, *,parts, put Ord shy olfrr appwtalacn partaking to 401 reldatah m indicated on iW dra..ps. Tree antes erb6aten th REMOVE &REPLACE at be dam n a need ax ' and min ahMr mwww. 2. The cw" aunt pd boa let be bbeed dray (10) he nith an ago add fiber optic vaarhq CONCRETE/PAVEMENT CROSS SECTION Wed PoMW by ABOVENET W- I bM*OA all hips ld be provided at the ads M as PwW conduit in pull bases. 4. Al Penetrations IMaph fn -rated gals and floors shall be noted ord fre- lopped to waatan the tom- 2t'1VN. sum fn rating (u- 1 how. 2 haw). EXIST. CONCRETE I _ AND RE -1- R EPLACE CON REMOVE & REPLACE ASPNALT/PAVEMENT CROSS SECTION T e '� ~� ' w' COMPACTED LIMESTONE MIN. OR CONCRETE SUB VASE. ASPHALT OVERLAY (R REOlAREO) :•. •. ABOVENET INC. (VARIES PER PERMIT REOU REMENT) S. WARNING TAPE (IS BELOW EXISTING SURFACE) WN. 24• MI I PAC & B ER�S Fl � a• MIN g 6• Milt. E)=, C • 6•' •, •. •.. �� CONCRETE SUB BASE ASPHALT WARNING TAPE (18 BELOW EXISTING SURFACE) 3' MIN CLEAN SAND 6" CONDUITS AS SPECIFIED. MIN - IN C01Q AuTB�Ap 6• I Mw. I ('_ g REV DESCRIPTION UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON Y HIN CLEAN BACKFNA FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER Nil AS 1 I SPE RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. INDUSTRY STANDARD TYPICAL DETAIL 'A' Surface drr. Tied Co. Ft. 0.25 4.43 1436 7.76 27M BUILDING PENETRATION DETAIL OW TO SCAM n• ewe t I ewe n' $MI Ram r CONE OFNI 42 M OUTSIDE SIWMX a• ro 1R DOW ► ► Isom e SUPPl40 UNSFirL STUBBED OUT I'll Asst 3' MAR FROM WALL n MIN , •► FAXESSED 1' M WALL A • ' - COKVIWM ENCASEMENT TYPE C $IH �H-O • ' SOLID PLUGS FOR M GUAM) ► ► 4 nor TYP. JACK MOON -im � a' ' A : SUPPLIED IAaSFAL IN LL WA • • • ► • ► ; ► 6' CORE Dell- RAM SURFACE OUTSIDE SURFACE EXISTING GRADE GENERAL NDTES: 1. CONE DRILL MUST K AT W (PUR9 Ar ld1ANE) taTH fRAtONO F'olrrOATrON eML1 ro a1RKE PROPER RATER ED1LN0- 2. 4'CONDUIr EXTDOM UapL16N FOUIIDATIDN aMLL SmALL c BURIED CABLE � WITH 1 BE EEVEI, PLUMS MARKER TAPE 3. SU DMWCMR STALL PLUG 4' CONOUIS RUTH Apo arftEO PLUDS. MARKw6 TAGS ATTA? ro PL.UC 1 PLNL HOPE $HA L f[ 11E0 ro LOOP aN BO1TOM SIDE OF +lI1OP INKMMT(S) ANO /OR HDPE(S). AS SPECIFIED CONDUIT FIBER CABLE REMO & REPLACE TREN04 PLACEMENT CONOUIT(S). HDPE(S) OR DIRECT BURIED CABLE. a• BRICK/PAVEMENT CROSS SECTION BRICK OVERLAY (IF REOIARED) (VARIES PER PERMIT REOUI EMENT) 2P MI C -4• MIN EXISTING J BRICK MIN 3' MIN �-- ?A:.• 6• MIN BY I APVD I DATE NATIVE BRICK RESTORED TO ORIGINAL POSITION CONCRETE SUB BASE WARNING TAPE (18 BELOW EXISTING SURFACE) - COLQ %E1 FILS 6' MIN - CLEAN BALKFI.L - 2 -1 1/2 ' CONDUITS AS SPECIFIED a - wow ne r aawhar e am owns smut fa stsohdaa erhad ne ■ Ar .«.w .Leah aw.or or .w TYPICAL DIRECTIONAL BORE (NOT TO SCAW E1 n,4 GRADE n• ewe t I ewe n' $MI Ram 42 M Mm M n MIN RWND am a a2 Mw PIT ♦ B B TYP D $ $IH �H-O • 0 -0101 FREEPORT/ CREEKVIEW RACK OF CURB RECEIVE FREPRTCRKVIEW NOTE: BACKFI-L MUST BE MADE WITH ROCK FREE MATERIAL. COTT MARKER INSTALLATION DETAIL e ' cm M~ e• STEEL pm I in oulw o• -e• SECTION A -A COTT MARKER al DETAIL "B" 1 1/2 a BOLT THCIO[SS IAARVeAL JZV CKNESS MATERIAL .173 Z - OMMETCR BOLT HOLE TH SUESI SEE DETAILS ON ANVENET INC. IDENTIFICATION ArrVR.er es Teaar 1. ORANOR BnCK - o N TAO FIBER OPIIC CABLE —122 : • r1ReR R.cwAT FIBER N BtC. e rm IXIKY I- B00 -IDO( -1000( t. Tw - enw TAO a •� _ CAUTION -w-volRT l of e�w qa e rw. Rolsi eTc THKIBIESS MATERIAL .1 ICKNESS MATERIAL .T23 - GIAIETDR ANCHOR HOLE (WM SEE DETAILS omm e r u• CIA 1. T 1- .. REV DESCRIPTION BY APVD DATE �� n�(��{�TR � v � �L, ��J 03 -900 -0101 awo UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD A DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE TE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. FREEPORT/ CREEKVIEW •� s°OOIAO�, K�IO�o �a�A�amr .AIeIr r.Ia osRar e. eiw T tea. A I w o 0(GWN SiS 0 R r.e es FREPRTCRKVIEW rrems eeR..a RRR e-Rw e r u• CIA 1. T 1- .. DESCRIPTION SYMBOL - P A RIA AERIAL ARROW —' BOULDER REV BORE PIT ❑ BUSH O 0 0 CAP (UTIL. CON I RECESSED CATCH BASIN -= PLAIN CATCH BASIN .{a] EXISTING HANDHOLE H[] FUTURE CABLE ❑ ❑ ❑ C CULVERT �-- ELECTRIC HANDHOLE 0 GRATE INLET E FENCE STREET LIGHT FIRE HYDRANT STOP LIGHT FLAT MARKER o GAS METER TELEPHONE HH 3x4 GAS VALVE ro GUARD RAIL EXISTING) GUY ANCHOR PROPERTY MARKER REV MAILBOX Q PICNIC TABLE DATE PARKING METER 0 971 PLUG (UTIL. END) ] RAILROAD CROSSING ARM .{a] RAILROAD TRACK SIGN BOTTOM OF SLOPE T TOP OF SLOPE A SAN SWR CLEANOUT 0 STREET LIGHT STOP LIGHT O TRAFFIC CONTROL R TELEPHONE HH 3x4 ❑ TELEPHONE PEDESTAL TEST WELL m TREE 0 UTILITY MANHOLE Q UTILITY POLE WATER METER �"" =w i�a�o �ws WATER VALVE D4 DESCRIPTION LINETYPE - (EXISTING BACK OF CURB TELEPHONE UTILITY GAS UTILITY SAN UTILITY STM UTILITY WATER UTILITY PETRO UTILITY POWER UTILITY RIGHT OF WAY UTILITY EASMENT ML m wm 13' UTIL ESMT DESCRIPTION SYMBOL - (PROPOSED 3' X 5' X 4' MANHOLE 0 PROPOSED FIBER —� CONTACTS: CITY OF COPPELL TERESA TURNER SCOTT LATTE MFN / ABOVENET PETE NIELSEN FUTURE TELCOM TIM JONES SIZEMORE TELECOM DWAYNE MURPHY (972)304 -7018 (972)778 -8934 (972)877 -9413 (972)562 -9400 UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD A DOCUMENT RESEARCH A MAY BE NEITHER ACCURATE TE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL ITY P OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. REV DESCRIPTION BY AM DATE 0 971 ��O V Q5 � o o ��~ 03 -900 -0101 mn 7 -- wno FREEPORT/ CREEKVIEW �"" =w i�a�o �ws I %Lm � a ;ra w� FREPRTCRKVIEW ,,, .waa. om. � $ - 3' x 5' x 4' HANDHOLE DETAILS DETAIL 'A -1' DETAIL 'A' EXPLODED ISOMETRIC DETAIL SEE DETAIL THIS SHUT UT TWO PIECE REINFORCED DOWN DEVICE PO MORTAR OWN) COVER FOR NON -SKID 2UN LDS. LOADING WEIGHT SURFACE C11PTtRE NUT V/ EMS MARKER LIFTING SLOT BN CAT 21411 1" X 2•• WITH CENTER PIN CONE SIDE ONLY LOCK BONN ,1000 UNISTRUT DEVICE AND" DIRT SHIELD SEE DETAIL •A -V THIS SHEET 77 DN. Awron UCISTRUT GHA NM SUPPORT DEAN ° FREEPORT/ CREEKVIEW w,,,,,,,,, FREPRTCRKVIEW B-saT IN. Ib27" z t- z 77' 0 REQUIRE)) LOCKING DEAN (CENTER ONLY 377' INSERT SEE DETAIL •A -Y THIS SHEET REINFORCED POLYMER MORTAR FRAME arm DIVIDED TO VAULT BY THIS SHEET SEE PETAL EET KANWACTU1ER FIBERGLASS REINFORCED or PLASTIC VAULT WW IB" H 7" REINFORCED RID 1.70" BELL ENDS Vol PVC_" ` LIFTING BOLTS'TYP. 1 PLACES) PLUG. SELL ENDS TO ACCO )DATE &D. 2" XNOCKQUT tpTH ENDS) 10 PVC 'BOTH ENDS) 2.70" KNOCKOUT 'BOTH ENDS) DETAIL 'C' EXCAVATION PIT PLAN PROFILE SUITABLE GIRT - EMS MARKER (ONE SIDE ONLY) 7' - BACKFILL 0'� --♦1 EXISTING GRADE SU ITA BLE DIRT BACKFILL � IMNOH�E I.7S 44 CRUSHED STOW .`: .. PVC. SSP/GSP OR MOPE CONDUIT 'TYPJ LOCK DOWN DEVICE A IB7s" SCREW V". FLAT WASHER NEOPRENE RUBBER 1' X 1.70•• X .27 A DETAIL 'A -2' ENGAGED LOCK REV DOWN DEVICE BY NEOPRENE COVER A7' STARLESS STEEL ACME THD. BOL t ♦ a , C11PTtRE NUT V/ Q) �Op n� ��TN (� ` � ` 1 = 1 w w " H��-M--^� NK I IR g a maw STARLESS END CAP /. a (SELF CLEAMING) �.ir �. ,1000 UNISTRUT SECTION A -A LOCKING DEVICE CROSS SECTION REINFORCE POLYMER MORTAR , ♦a, COVER AND FRAE • e ♦ e a � FIBERGLASS VAULT DETAIL 'A -3' COVER HOLD DOWN BRACKET OF 2 -PIECE RPM COVER 377• INSERT (TYP -1 PLACES)LS) /'. Ts- K t.27° HEX BOLT WITH MATT, AND WASHER COVER HOLD DOWN BRACKET OUT DIPPED GALV) ID REO•D) DETAIL 'B' VAULT BOTTOM PLAN VIEW (144 SO. IN. TOTAL DRAINAGE) 0- —1 �• r TYP. mill ME WOUND ROD -2PL) �u (TYP - 39.70" - DETAIL 'D' T 1` I DETAIL 'A -4' SUPPORT BEAM INSTALLATION (TYP. AT 6 PLACES) RPM COVER RPM FRAME a -.,•� SUPPORT O .1 .a -A ' -'/: BEAN a M O a FIBERGLASS VAULT NOTES 1. VOID IN EXCAVATED AREAS TO BE BACKFILLE WITH SELECT MATERIAL. L BOTTOM OF EXCAVATED PIT TO BE BACKFILLE WITH I2 OF CRUSHED STOW C.77' GRADE). l SHORING WILL BE REQUIRED. 1. THIS WWDN IS OF FIBERGLASS MATERIAL. APROKIMATELY POUNDS IN WEIGHT. THE LIDS ARE POTHER CWCRETE MATERIAL. EACH APPROXIMATELY PO1110i NOTE LINEAR DISTANCE BETWEEN LAG BOLT ANCHORS MUST BE 27". UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. REV DESCRIPTION BY APVD DATE* Q) �Op n� ��TN (� ` � ` 1 = 1 w w " H��-M--^� NK I IR g a maw 03 -900 -0101 Avn ° FREEPORT/ CREEKVIEW w,,,,,,,,, FREPRTCRKVIEW B-saT f SIDE WALL VIEW INSIDE LOOKING OUT MATERIAL RAKE-OFF LIST PAGE # DESCRIPTION AMOUNT SLACK 8 1 -1 1/2" HDPE 1,270' 240' 3'x5'x4' HANDHOLE 2 9 1 -1 1/2" HDPE 1,200' 10 1 -1 1/2" HDPE 1,200' 120' 3'x5'x4' HANDHOLE 1 11 1 -1 1/2" HDPE 1,200' 12 1 -1 1/2" HDPE 1,200' 13 1 -1 1/2" HDPE 1,000' 14 1-1 1/2" HDPE 1138' 240' 3'x5'x4' HANDHOLE 2 15 1-1 1/2" HDPE 900' 16 1 -1 1/2" HDPE 1,000' 17 1 -1 1/2" HDPE 1,100' 66' 3'x5'x4' HANDHOLE 1 18 1 -1 1/2" HDPE 1,000' 19 1 -1 1/2" HDPE 378' 66' FIBER PULL TO BUILDING 1,870' FIBER PULL EXISTING 1,032' TOTAL 1 -1 1/2" HDPE 12,580' TOTAL 3'x5'x4' HANDHOLE 6 TOTAL 24 COUNT FIBER 9,924 UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. REV I DESCRIPTION I BY I AM I DATE AboveNe w w{ my R 1{R COiO. OROm at wR RML R F MtlOq w wYt w w wwr �w p,gq,.p� wwgp ww�a mar Q ,nr 03 -900 -0101 FREEPORT/ CREEKVIEW RTCRKVIEW :REEKVIEW DR c 8 9 19 11 12 13 0 lip W • z 3 14 1111111 ` ullmu a 15 � INDEX TO SHEETS 1s 17 a � 0 a w w a m UTILITY LOCATIONS SHOWN ON PL ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO Y WORK. I - I REV DESCRIPTION BY APVD DATE ORE $� Q a o f/ �1�0 V LaU V��~ �*^ ° ��----- K , , a , „� ,,, ., w�ao ERE:- � r err r p�pn -aw aau' rw�p naan 03 -900 -0101 sm oao r,� FREEPORT/ CREEKVIEW ,, FREPRTCRKVIEW pF rwe�p o�rrt �[ ' � I - i —_ { 1 � I I i I i 1 I j I I I � 1 , I i I I i O Q� 0 1 i I yti 0 hryI P i 1 o � t�, pp EEpp STA 0+ PR INTERCEPT B EXISTINP H FIB PLACE 120 SLA w i i I 14' J , `tolz `lo O w `w `'Q`� a = I N •• 1 .. ..- .._..- -._..- - - - -- -- -- 9 - - -� - 8 SAN - - - -• - - - - - - --- - --- -- --ROW •- -- I 1 1 CL 1+001 0 1 U 1 \ I 1 PROPOSED o I � � 1 I -- -- - -- - - -- ------- - - - -- - -TE - _ 1 2' WATER 1 -•+- - -_ _- - - -_ ----- - - - -1- - -_ - - - g 21' a ,14' I W x 1 i ` 1 r 1 1 0 ap I W u 3 i �W i cc 1 1 I iv Oa. I j U =YYp I O U I Nww m ¢ N Z t0 t I NOXNT+ + in QwZ i Q pU0 ((A NaQ rrvv a o a w rAN"ll LAS I F ---- ---- •- ••------- • • - - - - -- Row - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18 RCP STIR � SEE SHEET 8A FOR PROFILES I = 4 +00 41 5 +00 6 W so' ow W 2 00 4 3 +00 x CREEKVIEW lV 2, v� w Z� - �DRE - COPPELL ROW" 2 -1 1/ - H PE = 1- 4 Fl R - -- - - - - - -- - -- 12 - -- -- ---- -- -- - --- - -- - - - - - - -- - --- t. -r -- - - 12 WATER - - - -- - -- � ----- - - -- --- ..�..,.� - - - - -- - - - - - - - -- -- - 12 WATER ---- - - ELE -- GAS ' Z 8 = cA5 Q a x a U d as (O Q. +w +w U> a) Uw ma U =_ m U2 m M M t0W �> OI U t0 N OfFw- (~/I n3 too + Z �U + +41 NZ Q IA H w N N N N SEE SHEET 8A FOR PROFILES LOOKING NORTH XING XING XING 1+52 0+54 0+73 0+90 + 001+08 BORE PIT 53j I 6+OOXINC 6+0. 0 0 co d H N w w x w cil w W z a x U F d 6 +00 RING_ �m am IM o + i7 R M r + ao � La r N N N I O O Z O J I >, m> U O � ma +Wao cn Of N O N i7 R M Q N `1 7 M Q 7 d N +0 } Oi N 0� O O N N N FORS91. 0 0 d E- 0 H w w x w w w z a x U E- d NAM 0 0 d E- rn LO It w 00 w x 2'� cn w w w z a x U d c,P ux O L+- O J m m> M i7 W C-4 r a + +3 N N dc 4 N N 3 III ow aDm UJ °mo Ov OM M � M Q N + N M N E N - ------ — 111%M -- ------------------------ _ -- - , STL -2'PVC STL -2"PVC CREEKVIEW DRIVE "COPPELL ROW" - "CONCRETE" 14 +00 15 +00 so ow 4 16 +00 17 +00 i 4� ••' i PROPOSED -2--1 1/2" HDPE CONCRETE WALL, J� -- ............. ... ....... *'**** ..... ** ......... ** ..... * . ........................................... .................... ............................... 30" STM .............................................................................................. ED 2 -1 1 2 HDPE ......... P�QPQ�............................... .........4.......4............. 0 0 + co Q E- -U) Ci 18 w w x v) W w z a x U E pJ U 0= 00J O OSU m g m> m° D. m m° � D.. m° W ° r~ OW" �7 �p m= M +ON + + 0 j + N QW a H 0 Wg N to 0- N Fa- N En N N d O XING XING 15 +22 15 +81 16+00 0 0 + co Q E- -U) Ci 18 w w x v) W w z a x U E WAGON WHEEL PARK C) 0 0 0 ...... ...... ...... + ------ ------ ------ ------ ----------------- --------- ------ --------------- 0 + co —STL-2*PVC K -------- l wt -OOOF 00 ------ --------------------- cv 44 CREEKVIEW DRIVE E- - COPPELL ROW" - "CONCRETE" 4) E- 14 00 19+00 20+00 21+00 La 22+00 23t00 24- -00 1 s0 OW i I m* do to PROPOSED 2) ? 2) q L/J; AWE' W E- 'JUL —12" WATER ......................... ROW ...... ...... - ..- .. - - - -• . .................................................. Rm ........................................ . . . . . . . . . . . . ------ W vwi z vwi irvv z U E- E- UT- L)> -1 0 -J L) > OL� 0 -j 0 > 0�i 0> > p PD P PC p In in w r- fl) w fn cr 00 C-4 w C14 04 LJ OD ui C , 4 !7( 04 r- + i-' ; + + 0 C-4 tn 2i 78 21+78 22+00 .............. .................................. ....................................... .................. J:!�� ............... ......... I ....................................... .................................... I .. ................................... ............ ......... 6 ....... . 666-66 .................... 66 ..... 6 ................. 46 ........ 6 ......... 6.6 ........... ;q....................... m.. 4- ........................... .............. 44 ........ 6.61 ....... 6- ................. 6 ......... 46 .... I ... 6 ............ S.2..E.)6 ...... ............................... 4- .................. 6644 ...... 6.6 ................ ........... 6 .......... 6 ...... ............ . or NA , Im ... 64 ........... 66.6 .... ............. 6 ...... 6 ....... ............ 66 ......... 6 ........... .......................... 64 ........ 46 ........ ........... 6 ....... 6 ....... r- 1 r- ........... 4.446 ....... ............................... 6 .......... 4.66 ....... ........... -!4�- 1 ....... .............. 4 ....... 4 .......... 6 .................... ............ 6.666 ......... ............... 6 ........ 6 .......... 66 ................... 66 ......... .................... ........ ....................... ........ 4-6 ........... ....... PROPOSED 2-1 ................................ 44 ...................................................... ......... ................... .............................................. 4 ..................... ............... 4 ................... ........ 4 ..... I ........ 4 ................................................................. ................................... .................................................................................. 4.4 .... ....... I ........................... .............................. ................................................... ............... 5 G S — .................... REV DESCRIPTION BY AM DATE SCALE: 0 UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON PLANVIEW: 1 - = 40 03-900-0101 FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER Q5 - ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY PROFILE: H 1 = 20' FREEPORT/ CREEKVIEW RESPONSIBLE FOR PHYSICALLY LOCATING THE Above Ner HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES V 1 " = 10 IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. I 1 . ftaj. 8 � . z4L"m � 9. M = DRAWN SM FREPRTCRKVIE=W u a u J�m ow m � Zr 1 I 1 : o ° o ° + + d , ° 0 M ------------------------------ P Row----------------- STL -2"PVC - -- STL -2_PVC --- - - - - -__ - - - -- ---------------------------------------------- - - - - -- - - -- ------------ ---------------- to CREEKVIEW DRIVE "COPPELL ROM" - "CONCRETE" w 00 25 00 - 26 +00 27 +00 28 +00 a' 29 +00 30 w W w 60'11 OW w x ; 2, U) N 2' W PROPOSED w W fA - - - - - - - - - - - - - - - - - - -- - - STL 2 W - -•• - --- --- - ST l_ 2 PVfi-- --- •------ ------ ...... °----------.. _..- -•- ••- --- -•- ••- --- --- •• ---- L PVC z z a U irvv E--� a � O > V J � m m N M W M0 r` Na f N + 3 + + T+ d N N N Q XING t; N 27+00 27 +22 ............................................................................................. ............................... ............................................................................................. ............................... ................... .. ..... . ......................... .. .... ................................. . .- ........ ..................... .................. . ct, Ra ............................... .............................................................................................. ............................... Z5 15 ............................... ............................ WATER .......................... ............................... .............................................................................................. ............................... .............................................................................................. ............................... .............................................................................................. ............................... ...................... ............................... ................... . PROPOSED 2 -1 1/2� FIOPi ................... .............................................................................................. ............................... REV DESCRIPTION BY APVD DATE SCALE: ON E "°°" «� UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON PLANVIEW: 1 " = 40' Q5 03 - 900 - 0101 FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY PROFILE: H 1" = 20: '" FREEPORT/ CREEKVIEW RESPONSIBLE FOR PHYSICALLY LOCATING THE O O p o n HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES V 1 " = 10 � �w� ■ � R gig w r IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. � w w D WRZ FREPRTCRKVIEW ,71 ..ert rm mrs r .. 1 3 OF .w�.w w. a wz ► su 0 0 0 c� d H �r F w w x w w w z a x U E-� d ........... ................... rKvw>LV 4.7.1-1/4 tllv.� .............. - ................................................................................ ............................ C .... 0 0 + M d H U) 0 It F W W x w w cn W z x U F d FAME 1- N f-z W N Q Q + 3 ~ N M 3 N N N N M M + F N M - 1- N UTILITY LOCATIONS SHOWN ON P LAN w ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. DESCRIPTION BY APVD DATE SCALE: PLANVIEW: t = 40� PROFILE: H 1 " = 2Q' V I" _ 10* OR p� n a Q O 0 V � et �� l - e w w�ocn 03- 900 -0101 FREEPORT/ CREEKVIEW ,, FREPRTCRKVIEW .ww wwra s-fro i I srAC Esa Uzi a STA 41 pCC>E2s 103 �.._ _.._ - - - 4 ASEMENT 10'TXU - -- - - - - - - - - - - - - - - - - - - -- - -- - - ----------- •---------------- - - - - -- - - - - - - d` ROW - - - - - - - -- -- -----°-..-..--.-.----- - - - - - - - - -ROW- -- -- --- -° • �e 49 24' M 3' PROPOSED z-> -24 HOPE ARK » Ay � IJGI -R 28 +00 E � i -24 FIBER � pp 1w F , E Ep0R„r tCONCRET 37 Q to'RO Coppr.LL 41 00 LIG Op051 2- 24 N F►9E 9 X38 00 41 40 +QQ �' E/w 39 +00 2' e*• - ---- -- e _ - -- � 4V / % co UN �° 3 x ° ! ° m 3 m = U O Q > � 3 1 0 / MW NZN �m / N , - > WN + W ,� + Q WQ w 3 �O M3 nm� �_ c o s N� rnoa a i � W0 / m i m i i � 9Z •• i .gTcNCIN� �o i�; ST CL 3s UTILITY LOCATIONS S �A 24' - -- - -. 12� WATER - -- -- ---- ------ - - - - ROW- --- -- -•- --- -- --- -•- ° -- -- -•--' ------------- - - - - -- - - - -- ---- ------------------------ 1 o'TXU EASEMENT o W � t fI cv Z U1 U. J am` mJ djN Ci 'D a 4w +4 4 CA cn L a; °o. F _ 0 N a SEE SHEET 14A FOR PROFILE O O d' d N d" W 42 Z tia a U o " 0 d d' W 00 x w w a x U d i �0 i R / •� J % i R � F �.� .o - "' - -' XING - 46 +42 4 _. ------ ----------- + --- -------- --- — — — — — — — — — — — — - - - - -- z4 ' RCP Cf] srk Lo 48 (n 00 Go ul z t ---------- ........... - — _ — -- — -- — I zw z a 0 00 M O + taJ + I.j XING XING 47+59 47+85 48+00 I O ------------------- V\ ---------- FR,NIEPORT 4 9-�oo , SPORT - PMUWAY PROPOSED rd z -12 WATER I om 0 L) co It dc t; I O'TXU EASEMENT zel 401-11 W I CJY) 0 co > 1. s Of cr M F ! + 24' 10 ROW 50 00 41' 51 00 W Aq ........................ P: C, -- -- 8 ----------- R-W- - `CONCRE'pE� AY 53 +00 54 +00 - - a Goo --- -- - °- °- - - - ° - -- -.. ._ROW °- - - - --------•- - - - - - - - - - - - - - - - - - - - - - - � p` SAN - - -- --- -• _ -- •- ---- - - - - --- - - REEpO�, Ix -�---- to - -- --- - --- ---- A 24 _ - _ -_ _ FREEPp KW '10' I S_ to I 41' 'CO PPELL RT PAR d' 2 00 K W � 3 W uD En I fWA I 24' W z 12� WATER j -•- --- • - • -•• -- - - - - - - - - - -Row- - x ' d 02 c U N U S Oj m= m J t0> in t cr ID OZU �W -t P N 3 N +Om < U- NQV Wg N Na O a XING 51 +63 51 +84 0 52 +00 52 +17 ------------------------- �m G - PROPOSED w P SED 2 -1 1 /Z' HOPE �L --- _ 10'TXU 10'TXU XING 56 +00 ................... ............................... S 2 n �O Q +w h h XING 56 +01 1 10 A lit 14, lamb 040.011 c o Q +w F m� co �Q Q 4f XING 56 +50 J 57 +00 LC10 O � ? O e m 2 / - - _ �Q f ° o av d E-- o0 x w W x U d XING 58 +49 .... ............................... .... ............................... .... ............................... .................TOP OF CUq ................ ..... ............................... ..... ............................... .... ............................... ..... ............................... ..... ...... PROPaSEp 2 t ..... ............................... ..... ............................... ........................... ....... ..... ............................... 62 +00 XING 61 +91 U N m so � 't w co +3 a 'd N LL - -o 0 _ cv co E- to It E- w w x co w w cn w z a x U E— i0 -0101 FREEPORT/ CREEKVIEW ,! FREPRT( am EW i A1✓O V eNetp - MOYIgI � 14 MO Wl Ilpf 1 l Y�MOI M•R �A� K res�b �at w�ww'iw PIS ar �IISR r4 Os�Or � w °l I s UN U u Om m I + + 4o cy W) N F m 3 N 10 V � 58 +00 XING 58 +49 XING 62 +00 XING 61 +91 U N m so � 't w co +3 a 'd N LL - -o 0 _ cv co E- to It E- w w x co w w cn w z a x U E— i0 -0101 FREEPORT/ CREEKVIEW ,! FREPRT( am EW i A1✓O V eNetp - MOYIgI � 14 MO Wl Ilpf 1 l Y�MOI M•R �A� K res�b �at w�ww'iw PIS ar �IISR r4 Os�Or � w XING 62 +58 I II j 1 II j i 10'TXU JASEMENT J� 3 I --------------- - - - - -- ; I o - •-- ..- -- _. - ------ - - - - -- -- -- ROW - - -JI 00 I -'- -- - -° -- ------------- - - - - -- 1 + -- - - - - -- ---- - - - - -- - - - -- ,o- Sew- -; - - -- - -- -- I - - - - - I •l.. -•-- Row-- •--- -• - - -- I -- ------- - - - - -- ti -� - - -- Ed, N i a U 4 1 # � I ro j FpgEPORT PARKWAY to 4mm 134 ROW I I 4m COPPELL ROM" - COPPE 90' OW - CONCRETE' FREEPORT PARKWAY I LL ROM - CONCRETE 2 ® 61 W W LIGHT 64+ 0 65 Oh 63 + x 00 s 00 —�I ... a 31 vM .s� • - - 6 60 0 _ S � I ---- - - - - -- ------------ i - ---- -- PROPOSED -, 1/ " HOPE 12' WATER ----------- E-+ _ VERIZON---------------------- ----- - - - - -- �- YI`R174 d - - - — - - - - - ----- - - - - -- - - ------ ------ ------ _..- - -- - - - - -- - -• - - -�• �-.. - Row- -- • � I -'-• -- ---- -i - - -- ' -- -- I EXISTING FIER ROUTE 1 I I a I NOTE: I NG M FI ER FROM ' ------------ --- --- .'- --- --- •-- --- --------- - -- --- -- -- A < 10'TXU ASEMENT ! x ;, ! ST EXISTI es +e9 TO MFN%CSD XING �j� i I MH STA 66 +69 63 +00 63 +73 64 +00 a` 520 • • II I I I w o� .................................. ......................................... I...... UMYU= US UO I :I ` m O� ................................................... ............................... O2UOM OM Ow j I 3 I m TOP OF CURB 515 pg m m -J an d I I I N I ................................................... ............................... 00 y N a0 00 aD W I I I rn (4 Nm7 U W P. rn\ I ��\a �m Do I ryry + i �Z .................................................... ............................... +Z ,} f + 1I WV a0 N �� ........................... ....... ............................... PROPOSED z -, ,,� -..H .. 510 m� to `° (D W W .. ............................... N H 4 stu ......... a a F °+° + ............... ............................... �-• n in ....... ............................... �............ ............................... to N N d � N .................................................... ............................... t0 t0 505 .................................................... ............................... N (n .................................................... ............................... .................................................... ............................... .................................................... ............................... 500 FIBER PULL TO BUILDING P"' Of Im L . t�0M Al R M. u� N u u J / XA \, cr r KWP °� �01 PPR� ACCESS MH \ N" u� u� n ACCESS MH \ N" 421' TO FIBER ENTRANCE ADD 100 SLACK n PROPOSED FREEPORT X LOT 3R, BLOCK A DUKE- FREEPORT ADDITION 49.566 ACRES F.F. - 518.85 REV I DESCRIPTION UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE CONSTRUCTION VICINITY PRIOR TO ANY WORK. COMPUTER ROOM FIBER ENTRANCE PIT LOT 3R —X1, BLOCK A DLIKE—FREEPORT A001TKIN 1000 ACRES NORMAL MSE • 50E.00 100 YR WSE 512.00 BY Al" DATE V KE Q) ,..,,R, oo�a 03 - 900 - 0101 Ab o v e o n FREEPORT/ CREEKVIEW � °« ti -- FREPRTCRKVIEW HEMATIC UTILITY LOCATIONS SHOWN ON PLAN ARE BASED ON FIELD AND DOCUMENT RESEARCH AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS FULLY RESPONSIBLE FOR PHYSICALLY LOCATING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN HE CONSTRUCTION VICINITY PRIOR TO ANY WORK. REV DESCRIPTION BY APVD DATE OKE 377 n �O(� p� n{�"' A V LS I� tea* 03 -900 -0101 m. 1 A 1 ° FREEPORT/ CREEKVIEW ".m..""" a r i �s esa o.mcm "" m" Mffiw "`�' "�1.10o M �(M IYI"1 wna" wn�o moo" or r. I A "'°"° 11" PW1-11� ORAWN STS wars. ew o FREPRTCRKVIEW EET Oi 1 rwwa" wa.a eu[ aas-w