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ST1002-PT111227 FROM -M ID 1 (TUE) DEC 27 2011 8,08 /ST. 8,07 /No,7500000003 P 2 ti rI M„ 'Its I.� i i�. tiq�.r ^� ^ -i ' : n i . I i . _ , I ;y1 11.'", 7I 7 � 7 -7 ° ' f I" . 7,, rrL„ V �' 1L . . , , . 7,i ih_!:5' i "! ;.: ,�: ^. L r I . •, ,r: : ��a,� �". rJ�'�D +•� -" . o I - Ada Y I{: + �:i'i ;�f:'I�'F �,. .,� — [. � .` y l � M 1elr4, .,! `,:I'� ".I• i 'i ) t, ' y a,,i 1144. S. --„ 1 a •, ,�f, .. 4 1:,x. I.. ` '.I r- .)) I. . l 1 � . ;� i:, . l !�. Ii i ,,',;L:1 ii r ., {is LYAI Fz ii i '� I � i a rl4t l k .. rr i . :. :., 11 • .'2':' .',.'..',%L'..' L ` ''::. . , ., .7 t,��i �, ,. � M � I � , f'd 4� k .rr W�:. I ��lii ��.'L „ter..,.:. ��.�.,..�. �, CC: Applicant T w e r■ a r Page 1 of 4 Public Works COF-LL-- Orlg. to Project File #. * a e` RIGHT -OF -WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval Submit r . 't a r , lic.ation to the En : I eerin . Der . Town Center 255 Parkwa ' Blvd. Date of Submittal: Applicant's Job # / Work Order $ ATMOS CONF1G #s31967 PERMIT FEE: 5100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) -- Liccuse Agreement Approved (date) / / — Certificated • - .. _.._ pp ( Telecom Provider? Y N El Plans provided and approved (Erosion ContralUsafety_fences must be installedprior to beginning work) — .,..._.,.,... .. Project Name / Vocation: BETHEL ROAD II IMPROVEMENT (PROJECT MST 03.01)1 OLD GOWN TOWN COPPELL & BETHEL .-- f- General Contractor: -3 F Consiru -cf t en �tM..,yl Rorer Contact# 2 -395- `is(/ Permit issued to Company / Representative: AYMOS ENERGY / GARY WOOLSEY Address: 5420 LBJ FREEWAY. SUITE 1600. DALLAS. TX. 73240 — – TPiephone_ # -_ 214.206.2717 Emergency Telephones: _MARTIN- _Kluar _ass. 42_ . _... _ Utility Company Represented: [ Xt Electric Delivery Co. ]X os (foraterly TX1U-(3vrl)- 1E-Ver1zon ❑`SBC - EComCast-Cable•-- .. -- • ❑ AT &T Local Services ❑ Grandi Com (formerly CoServ) ❑ CoSery Electric /Gas ❑ Other > 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 four 141 sets of plans): RELOCATE ATMOS' DESTURBUTION MAIN THAT IS AFFECTED BY THE CITY IMPROVEMENTS ALONG BET HEL ROAN FROM - _ : ": 'JAI' la" I. • • 1:11 silt •-- :O_I :Sr, : _ :*:1 • •s : _ t e. i F.stilllated Start Date "A'2011 Estimated Completion Date* -Oct* 2012 1 I i * Completion requires submittal of Completion Verification Notice tee page 41 > Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES ) NO ❑ r Is removal of existing streets, alleys, or sidewalks necessary? YES ] NO if YES, must have City inspection prior to concrete replacement – BECAUSE STREET AND SIDEWALKS ARE BEING REPLACED - TEMPORARY Rev. 6/06 REPAIRS WILL BE MADE IF REMOVAL IS NECESSARY. if 17 c/i7 d 4.5 'r 7 . 44 r ' X q 7a z33 z5--g, FROM (TUE) DEC 27 2011 8:08 /ST. 8: 07/No.7500000003 P 3 Right - of - -Way Use permit Appllkatlo Revised 06/03 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erasion Control Ordinance, compaction requirements (density testa may be required at to the Texas Manual on Uniform Traffic Control Devices. the applicants expense) and barricading according _ , t ,,. r l,. erg,. Irld P +, : r il . t ..�, , i! ^ 1 . �,� �� r r - _ I . I . n' I �1► �p� 4 1,1;; 1 ,r, r 11 I I „I., ,T , . { I. l: 1, -rr. •r : ''.' � u:1, :� � . : ± � I I vl l� f ��i.1 Nf.�Mill T'IN �.``' i n , � � 4 . .,,,�,,:. . :'; J f d...iL' � �� . I 4' ! f�•' l�.', ��, E, , i' , : ' i'. r?' M. � 'L �. ,� � : I.. �, L`,iy'.' � , i , C , t� : I;ll i l ,. 1 1 1 ; ,i . , i..,J V�. .: , r ' 1 I LL.1.:{' I air: b �+ , : 1: �NII �,- i.'�7^ � � .6 .h +' .,I:�'..j,��..�1: �j1 .:1i�' y � � ..: ti, -,'pP� , j ; , 4.'.1:'1 .. .L'. - - , 7 a : a q :.':,!,04 : +yi :n .1 .� .r . ^ � ^ �� ;� I " � • , ` I, ' i I. .,1�p, I ; d'• . ..a{ 4pil. ril.U ' L i I 1 .• 7"" : . r a1 ∎ 14 + R: 7i i .. , 'qP' ,1 M j, r + . .(' ; • '� ,':, I , I' �i i.: y ,. 1 �..101l,�r 7! + ; Y , ! , . 1, I I r 1' 1 . iti' . ff '', 1�' I .' .. - ! I �. I • h �r, , � + an.., k 7' �r.s2a.11''. - I , i : �'.y4ji , . i!i:� 1. :,3a. ��, ....; ; I } ;' ,p ''1:,1J ,.' ...�' ",. . -. "fi ILA:~: v�. f' i�t' 1? ��d ti�L�,?, � � 1..,:.�t�a!!>;�Il��l.: � -.... P. • Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Departineut @ 972- 304 -3600 Fire Department @ 972- 304 -3500 Street Department @ 972 -462 -5150 Engineering Department @ 972-304 -3679 D. Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed rom 9:00 a.m. uui 3;0 -m. ONLY unless otherwise approved by City Engineer. P. Attach Work Order (franchise only) and/or 4 sets of . rin win _ , r r os d work. 1,. I: 1,,,_ ?;".4` ' i: I I 7 . - ,� y }" ; ;+I fi p .,;- ' 51 1 .�1 ' � f ., :1. I .; . ,I ., �� ,1 + � , t ' 1 , r1r}�,I' 1 �'i.E� 1 rl I;� '$ r." 1 ,,AFlry .1 1 l r.r,f tiph ;, r .71.:.,,.01, :tuon,1.. ,_,izi ^h.au, r ,Ad h .. „^ :"Ir . a: It�...F.�uead.'I I�4,. �yl� — E� _ _ a t�rs]FT n i, � � h.l' l r l 'ffiN,r, rr. e � . � •. � ..: � .. _. _1._ . (Applicono wit r ign.atures needs to be submitted to the Engineering Department before approval.) ' A . - GARY WOOLSEY ,f7Z,L ". - natu of UtiiitY ompa 1 ' '' • . ' , • Printed Name a rc ililwrifc rat f 12 fa8)I I p Signs a of Contractor Representative Tinted Name Date A__________-_ ---------- ., 6. It y ( fie_. / idk )i/77/7/ Signature of City Representative Printed Name Date D Comments: L r �r ,1 1- 4c t� L A r.• G/ /, f ` -F il Gl/'i n -. l Ac o' �1- - - r i' ➢ NOTE: Notify Ci Ins ector at ' r - - 67 ` f rior to beginning work and prior to backftll for concrete, trench, ditch an, open pit inspections (Backfill mast meet all construction standards approved by the City of Coppell.) Applicant shall indemnify and forever hold harmless against the City of Coppelt 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. - FROM (TUE)DEC 27 2011 8:08 /ST. 8: 07/Ho.7500000003 P 1 A A • energy , P:14 -- per r ✓ °" Gary Woolsey Atmos energy corporation Project Manager 5420 U3J Freeway, Suite 1800 Gas Engineering $ Doses, TX 75240 Construction Management Phone; 214- 2062717 Fme dRA -�R1. ?717 September 6, 2011 City of Coppell Engineering Department 255 Parkway Blvd. P.O. Box 9478 Coppell TX 75019 Re: Bethel Road II from Freeport Pkwy to Penfolds Dr. To Whom It May Concern: This project is to relocate all of Atmos Energy's gas lines that are affected by the city's road improvement project (ST03 - 01) along Bethel Road and southern part of Coppell Road North. Attached please find four (4) sets of drawings for the subject project. This project WILL require the cutting of pavement on public property within the City of Coppell. We would appreciate your pre - approval of this construction. Once design is pre - approved by the City of Coppell, Atmos will then bid out the project and will resubmit for permit with the contractor's information. (State Highway permit is not required.) All paving and rerouting of traffic during construction will be coordinated with the Traffic Control Department, Please feel free to call me if you require any additional information. Sincerely, Original GW: mw P.S.; Please fax, email or call Michael Wisniewski for permit. . CONSTRUCTION PLANS FOR . . ■ CITY OF C C:11 I . INDEX OF SHEETS _ _ . . _ H . � T Y ® SP. SHUT SEW DIIICRIPTION Seq. DID _ DE82R_PT10N OM __.__ ..._._�,e., — ..�._____ _- _ 1 W IJ8 COMB MET 61 W 132 R -80 PRE8T13ffiD 11+,1918 PLOTS, PCP COPPELL L O► 138 G-1 =DLL NOTIB, 1.20:411, AND TYPICAL SECTION ON 8MffiT PARING 62 W 136 R -31 P CONCEITS Pllm$ PCP LAYOUT 68 W 136 BT PE718[A DASD CONCEITS PODS, PCP a W 136 HC -1 HOQEONTAL CONTROL 64 OF 138 R -61 TYPICAL TRZLTXDVT AT REDO ENDS 4 Ol t88 BC-2 HORIZONTAL CONTROL 66 0► 136 R -34 DINE DIME OF 136 1 -1 L 'JPI PUN 66 Of 136 3 -1 BTRiPTNB MO 810E49 PUN, BE7'HD, R(LD 6 Of 136 A -2 8TRI TSCAPI PUN 67 01 1J6 81 - STRIPING ►LOGNG PUN, COPPDL ROAD 1 AID R7 OF 136 A -3 BTYQT3IPI PUN 66 O► 136 T1-I TROPIC MU DIPROT00GTT& GD9BIL NOTES (1 Of 2 6 W 136 A-4 857178OAPE PUN 69 W 136 T3-2 TROVE MOO II[PROTDIIIIIS, GDi8A1 NOTES (2 W L - ! . - -, k h .. 9 OF 133 1-6 STRIZTISCAPI PUN 70 OF 136 78-5 BR80, ID /COPPRL RD PROPOSED MONO IITOV T i� 10 Of 136 1 -6 DDITALL k BAUD DUOS 71 W 136 29-4 BUM ID /OOPPDL ID PHASING PUN .. `` ` � { , 1 1 W 122 A -1 ADIBI12 k G1ITI/Y MOE 72 01 136 TS-6 EITHIL ID/DISTON TAP RD PROPOSED B101L LAYOUT 0 .- 18 OF 136 L-1 BCHID911 k DRIBS 73 W 132 TS-6 REIBML ID/DDPT011 TIP ID PWSDRI PUN 13 W 116 1 -1 D3CTIDfLL SHUT 74 W 138 TB-7 TROPIC STWUL DETAILS `Y 1 4111. 4 b 1J2 1-2 R TE1C1 . EMT 76 Of 136 96 SSA:( PO12 imam, 8P -DO(I)- A S i � ' : r _ °' 16 OF 138 PT -1 arm ROAD PIYIN2 PUA k P2O1312 STA 1+00 79 BU 6+00 76 07 138 T9 -9 MAN POLE 1 8130 1151 118. SP- aO(2)-96 16 Of 138 P1 -2 EXTOL ROAD PO►DPG P11N k PROFS/ en 6+00 TO en 11+00 77 OP 138 TS-10 BDW12 MIST A0( A68ESBLY, BRA--0Q0(1 99 . i' ' - � � 17 W ID PT-3 BRHEL ROAD PATIND PLAN k PRO►HI BU 11+00 TO SU 18+60 76 OF 138 79 NH2 - 8D SOT ATI A=INILT, ®IL- O(L)96 , Z, -: 18 OP 138 PT-4 BrTH26, ROAD PATDiA PLAN k PROIH2 STA 16+40 TO ST► 21+60 79 W 136 [9-12 PAST ARS CONNI TIONB, MA-C-96 *�, _ 5 r 19 OP 138 PT-6 BIDE, ROAD PAYING PLAN k PROP= RA 21+40 TO BTA 26+00 80 OF 156 78-13 SOT 101 WNNICT10RR, W- 0(D8N) -96 MAYOR � pp RK ly� 30 Of 136 PT-6 BETHE BOLD PO LNG PUN & PROM 261. 26+00 TO SU 8t+00 El Of 138 PT -7 BRHD, ROAD PAVING PUN k PROFIL1 871 - 81+00 TO RA 86+00 81 99 188 T8 24 kAST 7 POLE AIIa W -D 03 of FOUNDATION, TS-12 -99 liA -D > cDRREL� .. - 28 W 8 BE7 138 PT-HD, ROOD PAVING PLAN k 790712 STA 36+00 TO 8 81 Of 188 T8-12 DATA SOUL POLE IN TI 41+00 83 D► 138 71-16 WO= AM DITOB, IAII -A -99 Doug Stover re 22 138 FT-9 EXTOL ROAD PAYDNI PUN & PROl= SU 41+00 TO eu 46+00 24 Or 133 PT -ID BEfH6 ROAD PAVH18 PUN k PRWH2 Ti 8 46+00 70 STA 60+60 64 W 136 113-17 TRIIPIC SIGNAL =NIT BAD l C2 PAD, T9�7 04 MAYOR PRO TEM — PLACE 3 r ` SANRO A b E n 36 OF 196 88 DI -1 DRAWS 1141 WP ✓ ° [ _SANDY LAKE ROAD ^, ,J ' 35 OF 136 PT-11 BETH:, ROAD PITING PUN k PRO= P 8TA 60+40 TO LW 66 W 138 DA -L DR DI* AM A NO k CCIL9LLT10N8 Diana Raine • - . _ • o All= 111 26 21 01 1 PT W 1 86 P9 -19 -1J COPPDL COPPDL RAID ROAD PLYING PAVING PL4N UN k P k PRWH PROEUZ RA I 8T/ 6+60 1+00 TO TO S STA TI 5+60 10+22 67 W 138 DIED-J DILA/GR CIICDUTNMB _ W 136 1 CVLPBT PUA k PROIHi -WADING PUN COUNCIL MEMBER — PLACE 1 - - <1 I . _ a I _ _ 28 a 138 11 -14 COPPOL ROAD P1YDW PLAN & PROMS NI 10+80 TO RA 16+40 69 W 188 SD-2 STORM DRAIN PUN k PRONE LIU I �� 1 29 W 1U PT -16 COPPLL ROAD PATINE P11N k PROMS STA 15+60 TO EAD 90 W 138 SD-3 T2 DUD( PUN k PRO71L2 DO A �I - i 30 Of 136 Di-1 Dfl�i(.T10N PLAN 91 01 136 29-4 BT0R11 DRAIN PUN & PROPHI LINU 2 Tim B r a n C h e a U _ z 81 Of 113 GE -1 BRTOGI GRADING k 2U1RDRH. PUN 92 W 132 8D-62 DON DRAM UM P11N k P9Al U II COUNCIL MEMBER — PLACE 2 ` - - a z° 32 a 138 BT -1 E IL ROAD 221001 PLO k PROFILE 93 01 133 2D-62 STORY DRAW PUN k PROP= LINE B-1 _ ...6 a J J .: w - - ( _ 3J 09 138 113-2 BRHII, ROAD BE E 10UNDATHIN PUN k ADM TYPICAL SECTION 94 W 138 8D-6 STORM DIAW PUN 2 ?ROME 1243 E T h9EL: ROAD ° ` r, r t. 34 0P 132 8T-3 HREIL ROLD BRDGE 1BPl1aRT 11 PUN 2 ELEVATION 96 W 136 80-9 - 8TOHI DRAIN PLAN 2 73176E tDd Jayne Peters ! o : - - - - - - 56 Of 138 97-22 BRED, 9 D ROD�21 Astrw 1 ft DETAI B•TRIN 97 07 152 ® S DU PLO 2 PROM= nu COUNCIL MEMBER — PLACE 4 ( I 37 Of 138 R-2 BETH:, ROAD BRIDGE Dm= 2 14 DRABS 96 W 138 31)-111 8T= DRAW PLAN 2 PROM= UNE Marsha T U n ri e 11 i� . .. ] :' -4 c 36 07 1 32 87 -7 BET>II, ROAD B 1BU O TT n k 14 Drum 99 W 138 SD- DTORN DRAIN PLAN 2 PRO}II7 1114 k R I �:a 39 01 138 01-8 BTE26, ROAD BDDGI RBT 12 k p PUN 2 13[9,11108 100 0? 138 S-12 8[097 DRAW wow, 731!1128 40 01 152 87-9 DIM ROAD BRIDGE ?LUDO PUN 101 01 128 8D-13 ETON DEAN LATERAL PROM=S COUNCIL MEMBER — PLACE 5 - - - r 41 0P 138 8r -10 BRED, R01D BRIDGE DECK PUN k LI M71014 102 0► 138 80-14 STORM DRIA 127DIAL moms B i 11 F a U h t , �� .• PR 0 ✓ E C T SIT 42 W 138 BT -11 EOM ROAD REDO RAIL - PL W X N & ELEVATION 105 138 16 BOX MUM POW? ICBC011NEOU8 DRI= 1D , BCP- 3 g 41 a lx 87 - 1 mart DEL9H8 IU MOW 106 07 lx D-16 ROAD 11050111.13 117 IW08 TOE BOS CULTISTS, PV COUNCIL MEMBER — PLACE 6 -- ' 1 -. . 46 W 138 137-14 BODO6 APPROACH SUB, COF4=1 PAVOSAT, B18-C 106 07 138 71 -3 COPP01 ROAD 980114E PLAN k PROM NI 1+00 TO BTA 6+00 42 07 138 139 -16 CONCEITS PIMP SAID 0110131143 DRAWS CRS 47 01 136 R -16 COIOTON 1013100/11091 DRIBS, PD 107 OP 136 ET -3 COPP26L ROAD 11Ti01142 FUN k 7901711 871 6+00 TO BTI 11+00 Tom S U by 106 0P 136 97-4 COMIC ROAD 7/7 41 73/5 PU l7 BT, N k PROli 11+00 TO 87A 16+60 COUNCIL MEMBER — PLACE 7 49 07 138 R - 1077 7001180+7709 I-B N 77 109 01 138 -6 29PPD T ,1719314 FUN SAND T ,1719 7„19 k 790762 By 16+40 TO END �% -- NORTH F 49 Ol 138 87 -16 Pi4HTRIBHID 00761317I 1 -BLII DR/D8, 1BD 110 W 138 71-2 BETHEL ROAD 026528 INTIM IDDCAT1014 Bill York 11 60 W 138 R -l9 PAffi1R8126ED 10141977E 1 DNAD8, HID 111 01 158 98-1 COME ROAD 8ANIT/7! BEER 1114E '85 STA 1+00 TO END 61 07 156 ST-30 EL8T0111'2601 5119119 AND SLY 800 DETAILS 1331 112 Of 138 ES -5 COPPRL ROAD 611Dt1IY RIB LOS '118 -8', STA 1+00 TO 8 8 6+00 :.. `a 60 W 138 87 -21 0J5T0117RC BLRNG 934D BLS DID DIT/EB, tHID 113 OF 138 S8-3 COPPOL ROAD 9112(98! 8RIR 1161 16-2', STA 6+00 TO STA 11+00 53 W 130 87-29 7BCELLNEOUB SLAB 018118, IBM its 01 139 88-4 CWPOL 3RD wawa GLIB IND 00-E , 878 12+90 70 END 64 W 132 8T -33 PQBISIBBID CONCRETE I- BULB, IBIS 116 01 138 PR -1 CONEITRUCTAN MANG PUN, 0980' RD (MOT INCLUDED N 907 86 W 138 87-24 THICT07ID SUB DID 0871118, 1578 8UHYRL 66 W 136 87 -26 OD= Bi1TION END BR1m4O 0112330 gD4T 1® , B{C) 112 OF 158 PR-2 PRAM PAIN, CWPDL RD (NOT 74ClAD3 Di 908 67 08 138 8T -22 07710NAL MID OAT R LN1OBCNG, ODBR BUBIHRI 68 01 138 87 -07 P®IANENT SEAL DDS 10978, 11111 117 W 156 B-1 MOON PUN, BRED ROAD 69 01 156 R -23 PT NAKINT VITAL DUI 70 ., POT 116 W 138 03 -3 VISION CONTROL PUN, COPPDL ROAD 50 00 136 8T -29 PUMP= CDNCSET1 PANDB, PCP 119 01 138 DT -1 1013CR1IT(EOW DRAB 120-1D W 153 18-1 BR®. ROAD CRESS 07CTIONB C ITY MANAGER 139 -153 W 156 18-2 C PPDL ROAD CROSS BECTIOAB Jim Witt DIRECTOR OF PUBLIC WORKS ., Ken Griffin P.E. FEBRUARY 2005 gill NOT FOR CONSTRUCTION THE Tx DOT STANDARD SHEETS SPECIFICALLY IDENTIFIED ABOVE THIS DaUOEN1 IS RELEASED FOR THE HAVE BEEN SELECTED BY W9 OR UNDER WY RESPONSIBLE PJRPOSE OF iNIERIU REMO? VNDEP TnE SUPERVISION AS BEING APPLICABLE TO THIS PROIBCT = y ALIHORITY OF TRICIA H. HAILER P.E. - PROJECT �T 03-0 y , ^` r `�1, ■ // /� /� Freese 4520 Nichols 109+5 +0 :83282 OH WTI' 2/9/2005 P.E. I a O ` ■� Y y9! . {., T T l�T � Dallas, (21 St l. Sulu 500, LB 51 !T IS NOT TO BE USED FOR CONS?R:Xi!ON. NAWB DATE // iVG Te�os 75202 2001 B:DO:NC OR 719311 PURPOSES. ID ® # .+x' G / ® ; <' S j ; - ,I V J E �..IT ( I S 1 /V e,/ 1. i L T 1701 (21a) 920 -25a5 -Y° F C. r BENCHMARKS N. B.M. 6 NO�' AT THE INTERSEC ON OF CURB LL `' 1 \ ` I i m PARKWAI ROXIMAIELY JO I Et t 4 ..„„.„,4 � 1 EXISTING C.40 I N... D UTILITIES *4 • NORTH OF CENTERLINE INTERSECTION- -• 14,1 • _ o ELEVATION = 515.19 , si j IN AR 4. CONTACT UTILITIES 48 oQ - .� f$I l =1n d ig HOURS PRIOR TO CONSTRUCTION z e w �� : S . r LYS `'._ I A ME WARNER CABLE.' 214-320 -5435 0 V: oo m x 8 r r r� y.., 1 . F � I VERYON :972 -578 -3354 '� 2 ° STA 4+56.42, 25.36' LT 8 r i pt+or B£NCHMARK 6 R: 2486 -4245 7:- 1p' RECESSED INLET N 4 "�� "_ 4. AONCOTMOS: 400.661_116.1.6.214 T fdd- 14 - �¢cer k, iar;py r Ws s r! Et /0 Vm.tT ^ N TO1 =51 1.39 CONTROL POINT 13 Q 4 "e ELEeTRIC 3 `. �, 4, I I 1, , ROUND \ c _ieEX! 6iy w gy m` , w . no 539. c. pp � � t_ . . .__ ._ .. -. STT VII .. ._. _ + _._ _._ _ N 4S__.. _ _.- __.__p�._- ,_- T iil s 8 SIDEWALK + �Q — -- MATCH EXISTING -�1 CD 9 = PAVEMENT '' x `- EXIST /NG! . y" � � w Q Q W $ 8 gee - �_ _.. - - -,__ _ ____. a i = J4r ' ,Ii";,_ w ax r r n F- � i R z 1+00 4+00 5 +00 - 4 +00 5x06 � 1 t �1R • N89'4O'�"Luk: R''''') - O. 3i• Y J ..oe' 9 L{� t1c1v 1 I SAtJ xISzrEWER 4- 1 I >nNCC , ` - - , _ ._. 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PAVEMENT 1 Ozi REMOVE AND REINSTALL BRICK \ / Z % i \ . !, I (�} 'i•// � ; PAVER RAMPS AND CROSSWALK \� ' II E �' CONTROL POINT /9 - 4F 1 .) - ' 1 I soli U 14- 14- N= 7,03J,5448r � CURVE DATA N 1 W " 7; I T 1 - �- -_ E= 2,427,464.59 j 0 ' 2C' 40' o �' Tr • 1 0= 2'5 R EMOVE 12" PCP 50" 7 EXISTING MANHOLES TO 0 , __ Z '6 to - o / ` A R= 66000' ✓D HEADWALLS - _ PROPOSED GRADE. 7 i SCALE IN FEE? L ` B. 6.- O S Pi g =1559 0 t II �1 X z a<� tm 659 7 - - / / - - - _ -- - L iu- . 1 _ _ - - - -- - MJ v, l ! - � J - O _ I 1 — s —1 = _ _ 25' _ 2 5R _ — � - N C - r, ° AD JUST v4L '---,,83.94' 3 +00 — N ae arsz { E 3 261 Q 1- - � Li V) ..,\ � _ _ R �� % B ETHE L ROAD — 24 AD ✓usT VA 47` _� I— 1— 1 Sao 22 +00 _ 3 / 25 +0 e a, m _ _ _ 6 _ i- - L_I G �1 " � (' MOVE R ,�11 v Li..) _ . �� - w - � � 1 Z II o }- { - INSTAL NEW 3 STRAND BARBE Q O 1 IOW 17YP./ REMOVE TREES ' REMOVE TREES WIRE FENCE BEHIND PROPOSED 1 M 1 DAYLIGHT LINE �� L SIDEWALK 2 ' HI� REMOVE I2 ° RCP U ' I N �F NOTE BENCHMARKS D 1 , 1 CONTRACTOR TO PROTECT WALLS, TREES, > _ i„ v., _ - LANDSCAPING AND IRRIGATION A OLD COPPELL " B X41 , '_ BOX CUT ON TOP OF EAST CURB OF 0 ' 1 cAUnoNV! ESTATES SUBDIVISION DAMAGED LANDSCAPING HEARTHSTONE LANE APPROXIMATELY I- 0 1 SHALL BE RESTORED TO PRECONSTRUCTION 50 FEET NORTH OF CENTERLINE cn CONDITIONS (SEE SHEET A- 3) INTERSECTION OF BETHEL ROAD AND EXISTING UNDERGROUND UTILITIES HEARTHSTONE LANE CO IN AREA. CONTACT UTILITIES 48 ELEVATION = 504.59 (\I HOURS PRIOR TO CONSTRUCTION 2 SIDEWALK ON CITY PARK SHALL BE LOCATED IN U L_Li CITY OF 1 COPPEU_, SW BELL' 1 -800- 395 -0440 FIELD TO AVOID TREES PER DIRECTION OF CITY BENCHMARKS x W L' 0 ELECTRIC 1- 800- 242 -911 ENGINEER I CONTROL POINTS I rh "U B. AI. 3 BOX CUT ON TOP OF WEST CURB AT J < PT STATION OFFSET 1 NORTHING i EASTING DESCRIPLON I PARK VO GAS: 1 -800- 344 -8377 3- BRICK PAVE AT HEARTHSTONE LANE SHALL 8E HE END OF CURB PARKING LOT FOR C 0 r1_ 39 60; 619. U 6.G C T 60 22 +84.18 57.71' LT SCALE OL WATER DEPARTMENT LOCATED AT 408 u 0 033.581.86 2,427,437.74 END CONC REINSTALLED PER CITY DETAILS DAMAGED BRICK W BETHEL ROAD. HORIZ: 1 " -LO a . PAVERS SHALL BE REPLACED AT NO SEPERATf COST TO CITY ELEVATION = 514. VERT 1" =4' 0 z < _1 0 1 1 . i I O w z �O tn - 1 - _ o - -- j U 4 m -}- _ - a • 515 , - -- t • � ceE Bu s ° — - - N NC GROUND LPF ROW _ I u u T � EXIST o I 10.50_ � _, .�- I 1 a w A - ' -_. O - - .- _- - - - co - -- - - - - -- _ m cv 1 80 .9, — � — --� 00 °l —�i - -- cj 10 J ry -' - - - 510 I - -_ � N N IIIG I POINT EL£�_ t 2.54 ! PROPOSED LEFT I W .. - - I - I - - N 1 -- r I' FT TOCI - _ - _ - - - -- - - �.-> _ �� ..._..� - - - - -... - 2.54 ti N H1G POINT M 1 F 41% N 230 I V Wi I m m: � . , v m - A.D. _ - �R ' ll --- - .~ —I� _ - - -- - i - - - - - - - - - - - - - -- m ESTA w w m PVI STA 2 30 ' WATER I �' X 52 1 505 08 W _ — — 505 -. -.. - -- _ ! 1 LOW POINT '1EL EV k 512,14 r it LOW 'POINT STA 21 _ _ -- - - -- 110 an" VC +75 I - _ CD D -. i - - N ' ry x N I N - - m N 0 PIA Eq.' - 5' l2.07! o - - - �'' - ° . _ h - - - � _ - ° - - :- - -_ O _. n- - , .. _ __ - - !,r? - -- - --I �' - - Q - -- I ' a N o 500 K 5000 `NI N `- - _ _ l - __ _ a o Q ° JI - ° o — - -_.. 500 n n N N - w p 1 _ Z , I j ,u r 2 Z 515 - 51 5 PROPOSED RICHI TOC - — ° n 1 _ °' - QI I( y� - o.sa EXIS C STING 0 BDC 1 C _ -_ �- TJG GROUND - r - - -... - - -- c - -�, — — � s -__._ - _ ` _.- - __ __._ _.._ 1-- .--I w __ _. _._ -- -_ __.__ _._ o_ OU - r 1 - __ + - N '..... -_.- - -. _- - -_ °_. (\i _ - 1 - - _- �_ - � - -- 1 -- 1 _. -_ �. -- ___ - - _ - O N I 1 1.80 - � I C 51 0 + = - — — v_ . N 810 POINT -, : STA;- 5 2.54 ' %� f —` ,n 25x' a �� N � I s CV 5 -,_ n w - ' ' G, w - pVI STA 2J+ 18_08 + c _ ! L ., - -- - _. Pvl FLFV L 51�J12 -- -- - -- -- - - - - 1 1 ' 1 __ __ - . - -- '- -- - --- - -- - -- w v vI, ---- ---- - - - - - - -- -. -.. - __ iii 75 - - - - -- - - 16" F{4 E - v - - -T - ... -- ■ - :- .- - - '. I mat AD. = 220 c -�� 505 f ,- sss 505 = - tnnn' w �1 ' - EX RE �` OW POINT IELEV 51714 V 50 00' 6C LOW POINT STA 21 +75 i .. f +75 ! - -!- I L I PVI ST 2 T i 000 N n a N - Qo ' p �n r� ',. �O � N -_ - I - - ,, - -- - - I - .. lip rn - • ._. - >o -P ✓- EL- V - 5412 47 ry ■ N K = 5 ° op N IN IN - - N _ - -- -- - _— _ - _ _- � __ -_ n - _. -- - -_ _ -1- -...- 500 'SHEET 50b ;- I �' � 1 PV -5 ■ SED SUBMITTAL' � F 1 �U � 3 26 +UU 9096 g g ) I I nn , - nn ��nn �4 +nn 1 25+00 )e 1 E B II I h ' ' ! �D CCPPELL SCOT T PAU'_A ORR BUCK 2 OLD COEL PP'.. l3 B GCK 2 OLD CO 7: �= W I ES L_S VOL 5C2 °G 0A3 ■ ESTATES VOL - 96020 �C. 202, II Z TATES VOL :RH- 0 PG 20x GL 3040BETE P��A 8296 I � IrI 8 D C DD Q Q 302 NE � __ La E ■ u,JDER CG PUC,,01�) I V u &_ 1 335 c 1�,NrEgNC 'D �1 EATr ONE LANE � a (f� BE NCHAUR K /2 (1 2 Gcc Wg'-' N= 7,033,5 L� o 1 z t SAWCUT & MATCH ! { (j 1 EXISTING PAVEMENT f a 1- f= 2,427,994.15 0 1 o ,s €P I � 1 ' PO WER POLE TO BE T J o Iy Q I, N PE BY OTHERS . rl I �'\ 0 N Io t 1 0 10' 20' 40' O I I °� _ - I. _ II 4 REMOVE AND REINSTALL BRICK I _ r� PROPOSED ROW " I ;j x . _ ( � PAVER RAMPS AND CR055WkcK '� '"J- W I ADJ � !USI- N HOLE 9POSET R4DE. CONTROL POINT /3 J i SCALE IN FEET gz =° i X ° POLE TO z � ms° f- 2 ,427,950.4 � l y � �^ � l � �. BY RELOCATED L1r. ��< tv1 I mo OTHERS I - - LC , - � -2 ` . � - , DAYLIGHT LINE �- / � - - __ _ _ _ , - O - - — - ' : 7.:�. _ ADJUST VALVES + h N _ _ v > — — — v 1 N 30+00 31 1 = N ° CL i 1 - 00 - -_ - - TIER 28 +00 _ N89'a m. F V{ . - '- Q d �_ _. - -- - -- ` EXiST.'.16 WA ` -- 8541 XIS. 16 ' 34A,6HR m _.1 27 +00 3 / 3 o N < _ XIST l2" ° _ BETI-IEL RO _ — — — _ -- �q ,2 SAN SL N � ij (f) ' t - - \ - f ∎ '1-* { �y w �/r -- T ; ✓ � r s °e � -1 � • a W T W ._ I/: _ t . - 5 RI = o - -.. � _ _, , -. ,,�. �._. �- y ors R 4O VE TREES -" �7R W W F y n ' � N E ( ) EMOV S r. L � r REMOVE :. -- 0,2 n . ' < (%J O 19'R 1YP L . I , a 0 Q NSlALI NEW 3 STRANp,$ WIRE I -DAYLIGHT L 7!R P ( RELOCATE MAIL BOX SfD SIDEWALK ' 1 t �\ + FENCE�EH1ND -PROPO K W -. REMOVE HEADWALLI SAWCUT &MATCH oIo U I - a o EXISTING PAVEMEN NOTE: �j� PROPOSED ROW h 2 CONTRACTOR TO PROTECT WALLS, TREES, \- RfI(Q,�� F N ANN is ' I C 0 I, ;; v LANDSCAPING A ND IRRIGATION AT OLD COPPELL W RUNN T�{IfJ I - F I CAUTION.!! � ESTATES SUBDIVSION DAMAGED LANDSCAPING pROp LOBQWEO 229c 0 O SHALL B E RESTORED TO PRCCONS/RUCTION + EXISTING UNDERGROUND UTILITIES r' i CALLED 0 22 z �° CONDITIONS (SEE SHEET A -3J AC RES ! 0 `- lN AREA CON TACT UTILITIES 48 - _ BENCHMARKS HOURS PRIOR TO CONSTRUCTION , 2 SIDEWALK ON CITY PARK SHALL BE LOCATED IN U J Q CITY x _ -. , N OF C ._ L J..I _ ! TI 0 _ ,_ I TREES PER D RfC G -� 4 TO AVOID EES f , SW Bf :; I;B 0 3 95,..04 0 F IELD 0 � B.M. 2 BOX CUT ON TOP OF EAST CURB OF' (< A TX(' EL 1" J =300 24 2. 7 -911 E NGINEER AS F ;DRAGON, aro 1 f- O Q Q HEARTHSTONE LANE APPROXIMATEL 344 8377 �� J �� GAS 1 BOO- CONTROL' P - A�dI r VOL - INTE4�LCTl 50 FEET NORTH OF CENTERLINE : pT STATI N OLESET NORTHING EASTIN'' DESCRIP'TiC 20.011-I0, 'C 29 pN Or BET ' H'EC ROAG,AND T 7,03;595 66',_ 2427,48 'END CCNCf 3_ B PA VERS AT HEARTHSTONE LANE SHALL BE a I SCA w 0 0` HEARTHSTONE CANE 7G 28828.57 69.59 REI PER CITY DETAILS_ DAMAGED BRICK 305 B PGAC I HORIZ: 1 " =2O ` ELEVATION = 504.59 PAVERS SHALL BE REPLACED AT NO SE o O COST To CITY VERT 1 " =4 ' a J � J . .. �' - LOW POINT E�EV 1,504 16 - , _ Z W 1 % J Y O W P A S T 29 +DO d2 + ° 510 1 0 CD Q / o PVI F/ 67 rn o — N 0 50 v� • 510 � v �- � -- 4 -- - o -- � D � 28Ii I I - • r EXISTING GROUND 0) LEFT d u w I I K = 987 u u T U m m - _ .- .. _ 1 .4 1% - -_- f GRO _ 1_._4_0_7° _ - � - Exv nnlc uN0 ® i Efr ' o w �� ---� �- -- 5 _2 5 5 J ' � -- - - - - - - - _ � 1 _ I -- - - - -. ! - — - - - - - t - - - 41%2 1 505 l I — — _ 1 �-- S ED EFT TOC J. m .F rCP — _ ~'.- - - -- - - - - -- 1 1 - !� 1 ! r - -_ ' - - - -- - li -, - - - -- -- -- - - - 1 . - -_ I ` -_ - 0 _ 0 50 500 - �__ — , ,„ I /---"------, h----__ „ , 2' ' - '-- -----L-------- _ . --- - x ------- f ----- , ! oo 0 ---. ,,,, Q - O O � I n - o 49 5 = J s + 1 1 495 � - ' o � — � =-" W I VC' F Z w - - � _ r 4o.o�' i a - CO POINT ELEV = 504 15 - - '','.___ _. _ _ -- ''. _. - - -- -. - .. -- - -- �- - - - - - - -- - - - . - -.. -�-- -._ - '- _ O r - - 7 -- - - L - OW ROINT = 29+00 - -'''. o - -- - R/GHL.ROW�_._. -._ '_ - - = -I` --- ,.... -_._ ND� 510 m 01 1 1 2B1' EXISTING -GROU 510 co o P✓I1E1FV 503__E7 - u, - b K X9.87 1 0 CD 0 ~ o '7,,1 1 MI _ — Q - A u 1 , I __ ` _ EXISTING GROU ® RIGHT IBO U I - - = - - --- - - - f ! - - _.. - _ a % PROPOSED RIGHT roc � _ 5 0 5 0 --- % `o - _�, - -- x ;6 � � l - 500 co-of- w • 500 _ — • � I ' r t , - - -- ----1- I 1 , _ � , O _ r - 1 v1 ' �, -I , - -- • " '' - - - -'i '� - - -� -- _r6- o f. _: - -�- - 1 _ _' '- - �n 49 5 SHEET • 4 -- o — I N o. nj n I PV — 6 �F � n n 77 - 28 +00 29 +00 30 +00 31 +OO�9O %SUBMRTAL cr :'8 J 1 Q7I 3 L) ,_,�rrEL CONTROL POINT 11 � 1 1 e ,;?'' \? ' - 1 11•0 : i ' _ ,,I 1 '=-- - ' E 2,416,467 19 XI REMOVE EXISTING 1O L7 O W g � � � 1 � _ r- PROPOSE ROW BARRIER FREE RAMPS "' ¢ ¢ , - I , B I Z 1 C U LVERT 4N H E4OW4LLS r '' � 8. o ~ �� I � + 0 0 0 20 40 o + I 1 r \ - N4 WER POLES TO BE 1 DAYLIGHT LINE PROPOSED 4 - 1 0 'X8 ' ° _ r OTHERS MULTIPLE BOX CULVERT � � � r MOVE EXISTING INLET N 0 �; 1 i'1-S. R VED BY G _ f SCALE IN EET 'u ., R SEE SHEET SD -1 I . r n ` `< I . - _ - i i q uu 1 AND 24' RCP I ® O m:io,, L . . ___ - -- - - - - t= REM EXISTING I v �,� JII / ; r Ilt INLET AND 24" " RCP I ° i �_-, � - _ 1 1 111 �- o I - E - I NII� ti \ \ = 7 % - REMO' ✓E EXISTING A i � '�® ® w � o ° 0. n !I - i PRiP B SS T THE - wr . - mss - of , "�'� .,�',-_..« ,."•ar'•" r `c A �. +;, _. r s.t:_:- _ - _- - - - - - 83�tm .,, °..a _ 1. �O S P AC ES AT_ 9' p r _.7- : < - • - (TrP.)- - .. �? � -__. M It �� - � -.. {. i `„ .QI - � ` -- _ rl _ _ .- �t --- - -7 - - -- - - I 4� .. I ' per, " o I- I : - r r ; ...-t P ROP 12 � WA TER 1 f `� - 7 - 11 P - /, - - ", - Q > CI z t _�1 . - COP ROAD 4 1 1 1 300 'R 4 +00 • o I � 1 71 5 +00 m �� " J,. 00 1 m ! • • 2 +00 3 +00 T _ I PR /PI I .. 3 ( I.- 8 r - N00'14 "W • ''" - tI 1.1-1 • O A = - W 1 1 o L - L 931 .45 // Ir r � STORM DRAIN 7 W W 111 Z o _ el', r + , I I Z 2 boo .. u' - _ REMOVE EXIS INL E 1 - I r �n .r _ [G - 1�L - //r .;":41r12.2.464.741:41 r L _ - Lam_ - >! ■� II 4 S .50 r y S - PAC - S l - �l r•' � �l - � a �® - U W " 44 . iffy:.::.:' � � - < 4 S. �eT 9" .. ' I � MY .re; :10 r�__• _" _ .. ,,�� , _oar s . � :: a�:: i a:c.:: ,.i. '3:•.• �� i• - •+5 - �E � . � , _ ._' -AND 24 ° .RCP I' - - � _ I -,' c �. I IIIi1I 1 'g.• . I I :, , '- s` II I REM OVE f + _ �i I CIA IJ +J.J.ri, 15 52' LT. IaE:nu PO )-,,,r ' =p _ Lw . • Illr r/ I � z STA r +r35v c,OFPcLc RD. I`•S - _ - BEGIN COPPELL RD_ CONCRETE T - 1 1 \� _ _ r t e • _ CONTROL POINT x'15 1 _ - DAYU HT UNE - „e N=7,033,870.19 (- PAVING PROJECT rn / - ; , f =2 416,520. E N= 7,033,539.45 =2.426.506.98 I` ' WA t ;' -\ �T p -1 I ® J ® ® ®' BENCHMARKS q , � � (3)-, � B. M. 4 80X CUT ON TOP OF CURB THREE li I n.r ,n LI ,` 1. r.l 11 --- I 1i, 1. r ..,. Cc y I ; I I I r ' I I - K " q 00 \, o BENCHMARK 4 FEET WEST OF THE NORTH WEST a - `n - 1 1 , \I ': , 4.00 - i -' -t -- N= 7,033,753.99 / BUILDING CORNER COPPELL SENIOR Q , ' 'n - I - `'� I RELOCATE BARBER POLE \I BZ E 2,42 6,560.78 l� CENTER LOCATED AT 616 SOUTH - O r - '- - r - '.1:' 4.00' z - I 7N ,�, BARRIER FREE RAMPS / _ / COPPELL ROAD. '3' > - ' ? 0 � �• ELEVATION = 50880 O -{) CD v L U w z Q z •F l i - - I POINTS CONTROL , „ OL 0 S n I CO I i�, rl CONTROL 1 POINTS a , n ONRO_ POINS O I , 0 T - _ c - l_ 1 II �1 1 I, • I I. G - , ➢ 1 PT i SiAT10� OFFSET �OR'HING F AS T ING ( � PT � STATION I OFFSET I NORTHING FASTING DFSCRIP ?ION w � f 23C 1,84.65 3.50' RT 7,033,6'0.63 2,426,5X_18 3'R PC 208 0.22 25.50' LT 7,033,59604 2, 24 3'R PC SCALE: , a 0 /0 #741P .�, (�✓ 201 1 +9548 30 00' RT 7,033,621 53 2,426,536 64 PARKING CORNER 209 1 +66.23 42.00' LT 7,033,591 98 2,426,464 76 PARKING CORNER HCRIZ:1� =20 f J ~ 202 2 +36.55 30.00' RT 7,033,662 60 2,426,536.46 PARKING CORNER 210 2 +68.90 42.00 LT 7,933,694 64 2,426,464 33 PARKING CORNER VERT 1 " =4' o z -J 203 2 +31 54 13.53' R? 7,033,657 52 2,426,520.01 3'R PT 211 2 +79.59 25 73' LT 7,033,705.41 2,426,480.56 3'R PT . U J Q W 0 204 2 +77.10 1359' RT 7,033,703.08 2,426,519.79 3'R PC 11 3 +88.04 19.17' LT 7,033,813.88 2,426,486.66 PCC 600'R TO 300'R 0 21 3 a+ 13 33 6 50' RT 7,033,839.33 2,x26,522.22 P, 0 -I I 206 3 +2 96 3.50' RT 7,033,7x3.93 2,426,536.25 PARKING R KING CORNER 214 4+ 2 3 9.00 033,88255 2, 26'505.64 BEGw STAMPED ONC. _ _ .__... - >- W z 206 3 +28 94 30.00' RT 033,7 4199 2,426,536.07 ARKING CORNER 7,033,859 05 2,426 7,033,750 94 2,426,519.59 215 4+56 63 0.00 4 ,505.54 END STAMPED CONC. '1- O48� a ' 510 " s7 - = 1 PROPOSED LEFT roc ] - ! , 5 1 0 Q - -- o - EXIST GRO ® LEFT BOC 0 00 I - : I --�- -- _ - �.� • -0. __ rp 5p °. - p - - I 1 505 m m- - a � \ 505 J Ci U - _ ! - I - - � _ > . _ - 1 - - n - w - _._. - l�VLSTA 2 +tb: _ - \ - ` - - 1 ' r - ... I - L - . / H - -- f`,�, cv I = - u t 1EV 50B OC �C OF .--vi SA T - 1 +25 EV 508:81 - ! 6 n w _ w w m EL = ; 227- -> P K 22179 7 ``' . - --- - - - -- VI K� -- - - - ' w - - -- - - , -- - - - ' I I T 1 -- - / - L '� - -� n � - - 500 m 500 yI - L V 5 00 ' _VC _ w 1 EXIS(1NG GROUND + P Li 1 _ - - -- -- - -- - -- _ -- -- - -- - -_ - - -`_. _- - II 1 1 = 96. 6�FT ROW ¢ if, o o N 0 50.00_' V j T U S FL 4 P 495 495 o 0 i 1 � 5. o 17 -- W 1 1 1 Z • 0. % ° I __ J 3 - v ' 510 5 10 0 _ - o 0 67 • PROPOSED RGHT Tp� ..- - - -- - - 1 m • co I 0 7. 1 .. -0. _ - • ,n Ln ° 4b% J _EXISTING_ GROUND RIGHT_ HOC ' . + :: ._ 17 505 505 Q 77 m > I �� - _ _. .. - - > _ VI __2 +16.64__ ��_ -o _ I - - ` _ 4 _.. _. : - - - �_- _._ -. . - oP L>i PVI -STA , +25 -. ._ ST? c + „ II ` y -- - N • -- = - -- - _ _- - 1 / N - P I_-EL V -=-:511 _ I ,`2 ev1 ELE _SOE.81_. _ V { .26 ? - m�- w 500 n r - - TOR OF H£AQWALL O - ° 219 AD__ _ 7 7 > , I 1' I 1 i- ,1 0 a-) ,n 500 K 2.2 79 K = 5C 5 7 --w-r- - /- - n t L 50.00' VC 5.00'' VC j 1 r1 8 -0 u - 1 fE 1 1 - L V 50 - X - 496. 15 - I E CRO1 ®7GHTROWT .. I ' ` i \ / D, FL > - I >o 495 � ! - - I� r a 1 95 SHEET - PV 12 a ,- - X11. _ sj r _ ' r. . j / � . -1 Ee 1 +00 2 +00 3 + X00 f�.•. _ -�.. ®_ ' _; �" +, 00 ----- - - -- - 190% - SUBMITTAL. 26 OF 138 ) F < T ROBE.RTSOIJ L L. C. P.L. ROBERTSON, LL .0 I v 98�?0, P 5864 981 P 5904 1 Z p W I POWER POLE TO Bf RELOCATED BY OTHER; U §s S RECOCATE to 0 0 20 40 o S CALE IN FEET i�ra E , _ CONTROL POINT 16 o = - z o eR REMOVE EX -- DAYLIGHT LINE POWER POLE 70 BE o � ` N= 7, 034, 232.30 GRATE INLETS � 1 ° I � r � m RELOCArEG BY OTHERS �i f= 2, 426,485.69 ,- IN �:, ,-TELE VAULT TO BE I o cc ggo;;,�' — � � �� - nl� RELOCATED BY OTHERS )-- FgL4, o z a. .c \I y _ L,-, ,--, I _________. , ' E = — I ~ it . ' _ —� —� N _ _ _ - I - - '� �i< - 1 -Fr - 1— } � I ' - C ' O O I r m1 � SRr�E i sP S4 d 10 N + -. ``. I F - 6 S PAC E • J - �_ I . 3! S AT - - �- : . - , A115 ._-_ ._ �_ - - - - t - A I - -- +n -- - - - - PROP -J 2 -WATER " I - - 'Ir 10+00 a ®_ °, �°, r NO O' 1;4'21 W 8 +00 � MUV LX1sll �� I Q n_ l P 7 - Q I 7+00 �1 1 rm 6 ±0 m NC, IRLE - V) F- ��, ,�� Z 3 - POWER POLE TO BE W • I l REMOVE 18 CP _ n ,7 1 9� 1 45 - OTHERS 1 - PGIz = _ PROP a' SS - - — — - - - RELOCATED BY or R€MOV Z 1 W N w 1 al COPPELL ROAD R N L mu W j „, PRO _ - - - __ _ ii - - _III . G _ oo� L / l I ' I .,•'' I: v _ter Z 1 = L— REMOVE EXISTING TREE - - _ -' , REMOVE 18� R CP �� U F „ a i d REMOVE 18 RCP - �_ 0'R DA �� 11 IN �c RELO ATE �' I ; (TYP -) _Lrolo L E bo 3 - 1dILBOXES ', r� , ,,. I L 2- MAILBOXES ._1"3 CONTROL POINTS W `OI PT SATION OFFSET NORTHING • FASTING DESCRIPTION �', --•,:',,,, m�°, ; 1 I ° Q 220 6 +29.57 16.49 LT 7,034,055.42 2,426,488.32 3'R PC ° I � I �r , r) 221 6 +32.56 34 49' LT 7,034,058 -34 2,426,470.30 PARKING CORNER U � 74c, ,, I I z Q o 2 22 6 +86.56 34.50' LT 034,1 1 2.34 2,426,470.07 PARKING CORNER * �'� n U 223 6 +89.57 6.50 LT 034,115.42 2,426,488.06 3 R PT QT_ B ENCHMARKS BENCHMARKS / /1 224 7 +44.57 16.5' LT 7,034,170.42 2,426,487.83 3'R PC ✓ o 1 1 ' Q 226 8 +46.57 34 50' LT 034,272 34 2,426,469.40 PARKING COR �n'. Y x �ll 7,034,173.34 2,426,469.82 PARKING CORNER B .M. 6 S OX CUT ON TOP OF NORTH CURB r- t` 225 7 +47.57 34.50' LT B.M. 4 BOX CUT ON TOP OF CURB THREE CORNER ELM. WEST OF THE NORT WEST OF COOPE CANE APPRGXIMATfLY 0 Q — 7 ,034,275.42 2 ,426,487.39 3 R PT O P , "'E L ? R. " `�• `R✓ I SCALE: J 227 8 +49.57 6.50' LT BUILDIN CORNER CO PPELC SENIOR 100 FEET EAST O CENT ERLINE C, 0_ 228 8 +88.12 6.50 LT 034,313.9% 2,426,457.22 .3'R FC °" CENTER L O CATED AT 615 SOU TH w o NrE RSfen GN of sourH coPPELL »6 c' F� SCALE 1 " =20' : - 229 8 +91 12 34.5C' LT 7,034,316.90 2,426,459.21 PARKING CORNER COPPE ROAG AVENU AND C OOPER LANE n c J f--- 2 30 9 +25.12 34.50' LT 034,350.90 2,426,46907 PARKING CORNER ELEVATION = 50880 231 9 +28.12 6 50' LT 034,353 97 2,426,487.06 3 PT ELEVATION = 51490 VERT =4 v z J 0 EXISTING GRG IJJD ,LEFT BCC L J a 0_ In -- �� 0.50 ~ a > 117 510 a U _ I Q 510 — ! 9 G — -- — - 2 . a q o c U U - DsE L PR OP D 0 .50% y- ' -,• _. ° 2 °' 2 PVI STA I= 8 +50 o 0 m P��CE 0 > v s1,z s > , 505 f � l w - - o _ EXISTING GROUND ® LEFT ROW T —r - -- -tn -� - ; - - -U - - - A�iD. = 1 �9 ; . -- - - - - - J _._. _�- + - VII SfA - T+0 0 W - - - w -- - - i - - -- w 505 - - - -- - P = — . ' D - PvI LEV 1 508 �> > 73-Y' C1 M 4 - - --- - - -- - u D 1 50.3 . I r 500 CO 500 _. —i _. -� I ± L 1 - - -- ----- , `-_ m . c>,, ---I- - ._. - -i DO Db I . _. .__ �- -- - - -- - -- - -- - - - - - -- - -- - - - -- - - - ---- - —I -- I -- - . ,n s = _ �• L a I o a Q ' �N 7 n I __, - - -- --_. ___ _._ -- - - - - - I -- - - - .- - - - -- - .< 495 0 0 I a I � 495 - - - - - _ , I — — _ - • 1 - , - ) : a , . , , EXISTING -GROUN RIGHT BOC = — 1T.59� Z- - - • Z I— - _ - 0 5� J -t -- u -_ - - - n - - -- -- -.. _. - . --- - -_.. . -- - R OW J ND ®zicNr l _ 51 0 s a o EXISTING '' GPOU • _ — _ _ _ 51 0 c� — _ 2 _ o - — — V — �-- -- — v 4a� Rlc r roc - o PROPOSED ° t _ .0.50% " -- -- -- - -- -- i- - - o + - - v' w - - - - -- -- - -- - - - - -- o m RO 9 I o0 PVI l_CEV �- S '',2 05 1 o r oa l � o _ - - ti, 50 '- 505 0 T + o U U 99 ' v_ w PVT S I A 5 08 0 32 > U I 0, / I > , 00. VC w m 3 w v A 99 -• m e - > > 37, I • m - 5 00 Do.D vc - - i - w T r 500 _ I — _ _ w 0 1 ' 495 = t — — - — sHCeT i 495 } — — — PV- 3 � I +nn 7 +00 8 +00 9 +00 10+00 19 ,8UBAAlTTA 38 I LOT 4 BLOCK A DUKE FREEPORT BENCHMARKS BENCHMARKS 1 ADDITION VOL 2001 , 34, PC 74, B.M. 4 BOX CUT ON TOP OF CURB THREE B.M. 6 BOX CUT ON TOP OF NORTH CURB Z - O GC FEET WEST OF THE NORTH WEST OF COOPER LANE APPROXIMATELY I ® IO I 500 FREEPORT BUILDING CORNER COPPELL SENIOR 100 FEET EAST OF CENTERLINE I 7: 8a CENTER LOCATED AT 616 SOUTH INTERSECTION OF SOUTH COPPELL I 0 10' 20' 40' 5 tg��€ . W COPPELL ROAD AVENUE AND COOPER LANE t °.!,w= W ELEVATION = 50880 ELEVATION = 51490 I SCALE IN FEET i ;'5° POWER POL TO BE 1 w r� ,IOOs. eA I eIo RfCOCCATfD B Y OTHERS �-- I 0 ` ' = - =- QF 0 ,L ,n --/O R ( � ]YP ) �r_ AYLGHT LI . -. . - _ _. - - - I 0 .,$ REMOVE EXISTING TREES REMOVE EXISTING TREE - \ - i e S 2 3 t m , — Tr In r °°I > a 8 77 > .- - - - PROP 12" WATER - — - - _ 11- - --� -�� .� � w- aF JdRV€5 -sCO rF -7Tj �/i �Ji I � i t5 +00 ;' ,,I 14 + 00 _-I a a ®Z ° °e ■ a < I i . 1 +00 1 12 -,:b0 co F l �. ".1.13 +00 R LZt - 1 'Ft71'tt7 _. F- C ° m o - T l8 (l) W _ 8 ,. SS _ �£M 15 "12CP -I J N- 7, w f o W (J7 _ E= 71 26,374 3 _ O — — — REMOVE l8" — o E �, 10'R fAP. _ — —_— — ,T 2 7 — W 1' . �j ANfT AEAZ RAi� �® _ I C ONTROL POINT - -_ _ o — / — - — +REMOVE -a. RCP RfMOVf - 65-` RCP - Z ( WI 1. PROP, Z J 4 R „ e ' - - - �- U . �` REMOVE AND _ , � , 1 _ _ - - REMOVE 12 PVC A �I REPLACE MILBOX �� I II _� 'I 2 1 �1 T �� U � � o � � J °� A JUST VALVES �� - - - -� �I, 1 +� � � REMOVE 1 18" RCP, RELOCATE ��Q � DAYL1G Hr CIN - 1 0 I 1- -,r. ,.�I- - r' G .5,',0 7 I. to I in - - - 1 2- MAILBOXES_ .<-:; � E e U) 0 ° I LO MATCH EXISL - �, � `� I I - TO PROP GRADE C � � R ��.. \ �i`" v`',t'v I� � U 1 z in I : D 6 0 o L I I 0 , i -, PVMT 0 BRICK \ t '- ° F - RELOCAE o PAVERS ,,, Q / V 2001 55 G 465D F.— °,(, MAILBOX I 5 W D in \ \ 1 W 1 : OBEP`SON . U91TH M _EMS V 2007D4a I TR "T 1 V �8' L_L.0 b,. <'9 A., F./URDU R :6 F LEI , 1 ' - - CL 0 o 54 COPP S :727 v1 w 1 "H R1 E E. F 1 and - v Fe, it.�4 24 SCALE: w a O 52 COP V, A,:)�:A 1 1 I �2 4 ., ORIZ:1 " =20 a O : e_ fy CAUTION!! VERT 1 " =4' oo z J a O EX ISTING UNDERGROUND UTILITIES �.- - --J I- L ) • 1 : IN AREA CONTACT UTILITIES 48, 0 --I > _ 1 _. • HOURS 0 0 CONSTRUCTION U Z BELL.. 80 XU ELECTRIC 800 9 242 4 9 1 7 ~ O l __ R PRIOR T N TR C7ION 1 - - - - _.__ - . _ -- - -. _._._ - -. ..-o p - - - - - I I I - -- - ,._ - - - - : - - - U < 0 520 G AS i -aoo- 344 8377 , 52 0 a - -- - -- 0 LEFT B O , < Lv � . - _ �� - - ... : -. - - - - 515 515 fx15 7N G GROUND — _ I 1 - - — -- -- W - -- 1 e...------.■Itr--.-----.e,-......--- ---- 0. �o� ® o �N nn © 0 q v HIGH PAINT Div =' 51354 0 $�D% 0 o o O W a _; \ \ \ EXISTING' GROUND LEFT ROW... - 1 NCH POINT STA 13 +61 35 a _ _ 1 r _ . LOW,. POINT POINT. STAF - V 74 +83865 C V ° 0 510 m vL 510 p _ h LOW P _ Ili I _ - — , \ I -__'._ __ _._ '__- n -- - -- v -- PO - - -- -. ' -.. ---- n ,n s S = 1 - i -� -P✓� • k-- I 1r50 - \I---PROPOSED, Po EL-Ev 54J�5 -;, - PV / FC r EV 5T78�1 + > o a a I Cr` lNr �/ .513.4 + HI H ELEV 513.s5 L. A .D 30 N w = .. o 0 AD: A - D. - 0 >:> m K- 57 _ 30 v m .. _.__. _. _ L. - m 1m ... - -F SFA 7J+ 0 c� _ - -- v1 0 bg__ .__.. - _ _ '. - m u > > pc Q > > K SD.DOv -. _ w.w m _750Q' VC ! �1 . m 75.D0?VC w a o `a 505 f- 50.Gn -VC 1 — _ —_ 1 (/) 505 a o s 1 I L 1 : Z - _ a i 520 520 z o- L - — m 'l U F- j < ° tea — I • .' ^ t NG GROUND RIGHT BOC u u ! — L o „ ▪ - S 0 J EX - STING, £ROJND� }RIGHFROW - , a w - - 515 ' - \ _ �I--� - 1 Wi _ _ —_ - —_ o - I a 15 -- - 1 0.50° - 0 _O -0 �o 7 O O A 6- -- r ® Rey e — p c L - - - -- -_ . ..— - -- -- - -- - . - - �.. __ - - - ,, - -- I._ - -- - 0 1 - o.@ __ — o = PROPOSED GR OUND m a L 1 � - - I - -- N - - -_ _ - __I_ -cv IGH POINT ELEV 573. - - I . _ J- �7• _ 7 4 ,. v L.+ 1I) - _ -., _LDW_PIJINT, -tTLEV q 783 N. .o® RIGHT TOG 510 1 --- _ -- - - - - - n ,--) H CH POINT . _ i . •# . _ { Q 510 0 I _ + WTCH PON LFV 11 +50 R PROPOSED LEFT TOC PVI ELEV 573 ! n n PV EL EV 512:82 n STA 7 i +50 —�.rwr _ _ 1 N yw . PV !!_ELEV - 57 .55_; V ._. w — = - - _ ___IA.D.- ; -...L.3_9_ - - - - '-6 - i — - - &4- - = 430 ' - -- - -- u • — — i v L ■ ■ 1 �- v v �v > K 5 7.69 _ > _ K `n -m K 4 50.00 D - ._. - - - ` m - - - - -- - - m_. w -- d I >o a - 7. 0 Ww — 7 m > 50 sDO VC > — _ t. y W >> -_ ! — SHEET 5o5 m �s Da — — -3oa _v G - _ rt - PV - 1 1 +00 12 +00 13+00 14+00 15+00 190% SUBMITTAL sE° 28 OF 138 J I FREEPORT ADDITION S VOL. BENCHMARKS I 2003946, PG. 33, D R.D - C.T w 600 FREEPORT B.M. 6 BOX CUT ON TOP OF NORTH CURB �r p W o OF COOPER LANE APPROXIMA TEL Y r i z I 'r < v . ^ 100 F EET EAST OF CENTERLINE U S t w p 4 a p 0' 20' 40' d 0 NTERSfCTlO /J OF SOUTH COPPfCL p EW. e a k ° AVENUE AND COOPER LANE SCALE IN FEET N g ° POWER POLES TO BE ro o a W `O ELEVA = 514 90 = s a o RELOCATED BI OTHERS C-' i '. ° o � � E "_ POWER POLE TO BE ? ° ¢ •Q ce ^ m, / RELOCATED BY OTHERS - a a 2 W og o a _ - DAYLIGHT (WE t�� 0 °z hcm �`r'I — 'o i PROP 12" WATER - __ +- -- -- - - - ar -- - =;c _ - T - -- ,.- _ _ - --- -- - - -- - _ - m I j 6 +00 17+00 s +00 Z �° 7 a I _ • _ f � _ I _ ' - — - , - I ■ CONTROL POINT /19 r -. . ° P o ,, F- (J1 �- 193 1 45' � OPPELL `GOAD E X ROW d I, o.53' ! N= 7.035,322.70 :� _ W CR E =7, 426, 574. _� REMOVE 1 8" PRC� 8" SS � ;, - � � Z W — — ■ - -�!' I _ - - - Ill - l; __ - - Z � t y 1.4.1 1 F. A - - 0 QI �I - z D , _ m 1 , DAYLIG LINE -1 I ' J � EXX ISTING rnio r - - NOTE. U / REMOVE /2" RCP o TREE - - _ 1 COPPELL ROAD FROM COOPER LANE TO SANDY D ° H PROPOSED ROW 1 LAKE RD TO BE CONSTRUCTED UNDER SEPARATE co x , OI� p II W CONTRACT LET PRIOR TO THIS PROJECT (Sr Ct e �� UlI D �P 0 I 00 -03, 01 2006). COORDINATE PAVEMENT, C1) - !Q �„!° WATERLINE, AND STORM DRAIN CONSTRUCTION , :`--1•60 , :`--1•60 R O WITH OTHER CONTRACTOR. 0 0 I V ' RELOCATE . U z BCNCH ARK 6 z r 2- MAILBOXES N= 7,035,326.76 U w J W E= 2,426,594. x (1J Q [TRACT III 93174 POCK G 41 BLOCK G CORREIL VILLAGE V. L._.1. O O KIM DOEDECKA ',/ )9046 3712 P a144 JC - OFF_ L LACE 81249, P ' ° 0 CD 9705 o 5923 MJ' LE USA ZtF al FR OLSLr, 8124 034 COCK SCALE: 52D CG EL� 51 �0r- cL ALL 35 HORIZ:1 " =20' ., VERT 1 " =4' o I J O Ln _ , -_J a' W � 0 W Ln > - zd- C 1 n I a U 520 Q 520 I — u O �. 1 EXISTING GROUND 0 LEFT 9OC --, 515 515 -- W -- —_ - 1 PROPOSED LEFT TOC EXISTIN TCI ROUND a 4 W 5O o 510 Co —{ -• -- _ ----- - / — IT- _ L LI 1- 11 Qa�, n 0 STA 17 +34.95 a a w END CONCRETE 9AVEMfNT ro ° v x i m >a 505 1—. BEGIN ASPHALT TRANSITION a Q 2¢ 505 a o ' o N ELEV= 514.!1 a I -- - `' - -- - - -- - - = a n W 4 Z 4v J 500 v m 500 0 0 1 1 cv N o c_ ! o� 515 — 515 l' - 6 I — PROPOSED RIGHT TOC 2 -.- ' m ° a t 11 510 _ -- EXISTING -- GROUND 0 RGHT_ROW + 510 - - -.. - - - _ - n � XISTING GROUND � RIGHT 0 ._ o � � __ � � --- a r STA 17 +3435 w I - J - _ i i END CONCRETE VEMENT w m 0 > o BEGIN ASPHALT "•NSITION 5 PV I w 5C5 � o (7� 505 SHEET _ EL EV= 514.11 5 a ti W� � —15 16 +00 17 +00 18 +00 19 +00 20+00 190% susMrrrALi ° 29 oF 138 j 1 - ; 1 -- „- - -. 1 BENCHMARKS o � / I a B.M. 4 80X CUT ON TOP OF CURB THREE i'c Jr _ 7, 1 � �111 � _ a FEET WEST OF THE NORTH WEST o . � 8 l �� -� �. BUILDING CORNER COPPELL SENIOR �3 g LOCATED AT 6155 SOUTH IN u � � �� CENTER L �I EX1571NC ROW COPPELL ROAD 6 W ° W I ELEVATION = 508.80 ti NOTES. I} = 4 o 5 1 RIPRAP LAYER SHALLK HAVF EXISTING ROW I 1 j G, O .'l e - , 2 I', - - -- i fi _ REMOVE EX MINIMUM 24" DEPT,. GRADATION „ �- ' ,_.} , -, /- 10x7' BOX AND �. , A R,� AND PLACEMENT S BE PER CITY I . 1" - o I } l 'EX. SD PIPE , , � 17B SY 0 10 20 • 40' O 'i'6 o a R OF COPPELL STANDARD DETAIL PROPOSED 4- 10'x8" ° � �' i t < � � �, i - ,n PROPOSED SC ALE IN FEET MULTIPLE BOX CULVERT o8 _ i . - 1 - ROCK RIP RAPT e'aea 0610 ` Ir -_ CONSTRCUTED PER I-xi / AND PARALLEL W7NGWALL SHALL BE \�45 �� 2 PRECAST MULTIPLE BOX CULVERT (TO STANDARD N= 7,033,89364 \ 0F��, I,, I , 1 CONTROL POINT - DETAIL SHEETS SCP -MD AND PW E 2.426,418.68 f1100%.0- p �l 1. r ' '� . N =7,033.870.19 w /// ��/// ✓� : I . I I - Npr‘ '! I E= 2,426 / CAUTION!!! 3 CON7RACTO7 Sh'ALL MAIN'AIN � i � ! �� IN AREA. CONTACT N= 7,033,860 b 0- CREEK FLOWS AND MAKE PROVISIONS Y a �• A �►, ' ' , � �� • _ EXISTING UNDERGROUND UTl1l7 /f5 =m 00 .�. ® . STA 2 +26.12 �P { i ENO M BC UTILITIES 48 FOR "'CARE OF WA IER" PER J ` • • ° : : 1 _ - - �+ HOUR PRIOR TO CONSTRUC o S _ a ` '01 , . `� .. . , � � SPECIFICATIONS 6 SW BELL 1- 800 - 395 -0440 � - I E =2,426,540.22 : = ;��N o _. -- S ft : . .14. I 7 �� I ' �� r� - PROPOSED CHANNEL i' TXU ELECTRIC: 1- 800 - 242 -911 ® $ i ry ��. 11 01 . i _ . I I r a � o to . GAS. 1- 800 - 344 -8377 . a � • _ , i , . � 4i 0/ 43 ' � PROPOSED DRAINAGE EASEMENT C R �®J I III i r 1 '�O �� -. tooliripGerstikarlilligiiiiillikiliii. �� ®ei - - _ ! $ v C _ COMPACTED BACKFILL r �"�� P 1,;,A--- ` �' �' I f r PI 57A 1+85 .15 2E,1'8- _ ,r ` I VIOACI` f I I iE�! ' N=7,033,84.3.28 : 959 STD. PROCTOR o a ♦qw. ey,: j ,'y 4 �� fV o a B r v .�.'O �; I I I 7 - ' � a m et E=2.426.596.83 ` 7 ,., �� 14,0 1 r e' » ,y \! N =7 033 R 3 D ✓ ✓/ i B i *55 u l��• Z I BEGIN MBC ��'k I � 1 ' � i A��0�� ® f �, 3* E= 2.426,6!0 1 N 7,033,B80OB II I 1 X45 0 E=2425472 04 _ I; - � r - .1:1111 1-- CEMENT STABILIZED -- i f / y �'�� - � � � � �• - 26 SY BACKFIL( 1 o - CC I ' I I / ►�� i grw - p °s - t o -� _ ,, 12" ! , 1 0 `\ rit�r`e v' e ROCK RIP RAP PRECAST 10x8 MUL E 181 SY - --} > �. -�►� � �� (..n _J CONCR BOX CULVE T PROPOSED 1 �'} / ASTM C -850 ROCK RIP RAP, ; I CI.' I . M � � ® �� Z O 4 � O v- PROTECT EXISTING PROPOSED Row I " ( U -:} CONCRETE STRUCTURE x W Q + GRANULAR MATERIAL _ _ - - - - �� r I I. r I - _ C O a: \ I l i I 1 . SCALE: _ _, �' 0 MBC BEDDING I - F } MAINTENANCE HORIZ.1 20 d J d NTH q 1 , I J 1 _ A CCESS PATH V ERT 1 " =4' o z I / a t J a W p I o J + ' 1 I _ - } c( _. 51 _ 5 5 O 5 — T - i - U Q - - �RA lNG - - I -- �D -- - ; . - - - _ I I POP��ED_ I SEf SHEE A 'a P OPOS y f I ∎ . OP_- F- PAVEMENT - 510 510 -- -- - - �-- :-- -- --- I – — — —�— - �� W _ , WSEC 506 LT . I CONDITIONS YR U — - - I ` j___ - _. _ -_ _ - SEE= 49 _ - .PARALLEL WING-WALLS ___ - -- -- EalST11yG CONO /CONS UL�MATt'�, - c7s - - -- - ` _'' - -_ - -._ I- - . L i; �J rm r1774 rao 1755 �. _ ( STING GROUND v. 5 79 0 -_ _ v� 8.61, - - -- d 1 _ w -- - _.. - 5'SEL YR E,� - -- -- __. ------ - - -- ,. & 7 9 7J //5 _. - , v., =1755 I D4.94_ EXI 1 . 1 m \� rr a os > -FU�c ' - 505 505 3 Q �� Do, -YR �Li o -FULL m en� M �� o 1 f 1 0 = w 3 a o I � 1 i 1 . -Y S £X. I -100 4- 10'x MUL t1PLE 1- =I ; z 500 - - -- --- - ER 4.2 -- - o a I I e ox cuLV 7 � i o 'i - a I 500 r I 1 J o 7 fzF� r •rT .2+. T' D w I r m c 49 5 :,,�,�� .,.. 6ti.- ..- r...�. _ 49 5 0 0 - l 1 - -__ • TOEbYA(1 -, _ - - - -- -- - -- • 1�•t_�Ar ..: - - - - - - - -- - ---- -- - - -- L .- - - - -- - - - - . - - - -- - -- o c o _._ _. - - I - - -,_ _. _ -- - i -- - -- -: -- - r , " , — - -- - -- ---!- PROP 12''i91R ' .r I _- .` • - -- ' -_ .._ - �i - - -- -- - -- _. _ -. -- - - -- - .- - _ (- - _ .,- - - - SEEiSHEE-T WT 2 - -- y - - - - -__- _ - - -- :- -- - -- - - - - - -- -_. - - -- - - - -- oc 1 =4920 - O. � ' — - -- 4 9 0 ' F 6, — 490 — < <o 4 w I . _ -. - -_b _. __ _ 1 ' _ -_ _ - -._ -- _ _. -._ _.__ - -- -._ _. .- I 485 �W ± 485 J < asc -- -- r i i E 4 80 -- - - - — I , ,,: ; ; — - H i — - -H 4_ 1 o f I 480 s�EET SD -1 1 +00 2 +00 3 +00 4 +00 690%SUBMITTAL! V 88 Of 138 ) i 1 N 1 ',.1 • , • 1 1 : 1 (5.-- - - ,--1; ... CHARLET. /0 CONSTRUCT c; STA 0+22.20 , STA 0+80.49 I ..- I ' I I 'I /2" Rot/ POD • FOUNC, & 'SYNC/NA I CONSTRUCT cH.AN.4:: v. CAPITAL, 1...1' I'i, I I [ . I 4,• VOL. 2004131, F ; 1 . 6 ---- - 1-36''x21"x60' WYE 1-36 N=7033532.04 E=2426196.66 ' • x21 x60 WYE 1 '1 N=7033524,54 I , ill E=2426251.66 1 CONtiEi 1 STA 0+88.37, 13.64' LT I 1 v.99114, r ain 1 ; Il• I T i ! I I 1 .-., I ■It %‘. - .•'; .a 4 ' 7 7*!4 r. PFJ , I .,ri WI . ill kc CONSTRUCT I I I I { „ 1 j '' `''' X 4 I .P:' 1 il -- i c., 11, fi . 1-5' RECESSED CURB INLET 1 ; I , 4 ,, ''' .',----, N r '' j. I STA 1+80.58 '`','' 0 • , T01=510.14 1 1.f ,....1 i \ I ' ' .9 .,..• 0 ; P 1 '''...- ------1 SSTA 0+11.34 , j, ii i,.. rt9.,,o. • • CONSTRUCT 1 BUILDINs5 I I c. \ I N--.7033538.27 1 7-i ti viV kiiv \ CONNECT '; . i I 1 \ 1 E=2426259.38 1 -36"x21"x60' WYE , ‘ i CI NSTRUCT 1 i 36" RCP TO EX - - I II 0" rii././..ri "' • N=7033525.70 , i ; _„,1 145' SQUARE SOW .., ..;::' I ; I • ecicL , ic 10'X6' BOX CULVERT S '1 i . • • '` ',. .1 1 ;:.• __„.., tilt EMYPIL E=2426351.72 ,, , , Lai 1 n N. Rlf 7033527.28 =511.13 N=7033531.92 f s e ..-:-„7--- IN .5.. • GAAVtil s , CRAF F. \ C / i •!.. 1 i 4 1 '-r• , 0 Cl 0 --- .0 0 ....) *) . ..1 1 04 hi . /...-. - 1 .: .;.• • 1 . , S E,-2426185.80 .-L---'..---., ! 1 illial)MINVINI• IMIll wil.1,■,., I: : TECEHONt LII■11:: . R MARI S /FFI \ \ ,..._. _. ! 11•11•1■11 _. ...- -.............- -- - ..- • EJ2426487 21 - - - - -; -'-' ; 6 9; %1 ---. 0 - - --- - • ' ' ... Oms _ Fi'f."*. 1 • 1 .7 - - - t - V,,-- '1 i . I, ,. ,., -TRArFIC SiGNAL iii , LT ROA __ - • , 4 ,i N titaili ..•.• f i ,' l ''' ..' - ''''P ', A.ti • II - Vie I23 1"sTINEIREIIIIIMOIrank IMINiallM ; ,P .- 11 /:- -I 7 7"" K. .. L. ' .,,, ,,6'ff /, „. ... .. .7 \ \N.. ' • N • ' ''' ' - -'•- •"- . V ' : , ""- VS. _ . -- ii,,..,.,64 tux g_. _ ., • 1 111111 .. 1 " 11J.12..U A., // • - I + " • '.. NiETEffa;.'HaY-L'''' ... .............. ... 1 p••■-wg . .... - ...- a gg••• jA77R, 4 ' - - - ox, ,,', ;-2.:' I ..__,,,,„_,‘ -. - • - - - - - - • ....... i i titI \ ••.,, ••••••,••• ,,,,,i) . i r; ...,••••■•,v ' ' S' - - •;•/,'••••.• N ma Ii4-.",? - ' i :.' g 111111111a1W % - LAT A9 • „ ' ' K 'I' ki!-11.!, 7 , La - - - Lk A7 • _..1i, i .,..•:....1- -1-- __„...._ f , ._,.......:.:, . 1 .(3 ..... .......„.. .... . -_........-. , _ .,,,. t -liiiri*Al*IteilCdiliiiiii _ =1,- 1 : g 2 ' ,., STA 0+33.71 „ F. \ ,___. .._ . . .... ; 7 -,•'' - -- ' [I F/ S.? C°) -;'-'-"ALi.,` corgrotue - ... - r ----...-..-..0.- i H - - - ....- - ... • -I; • 44 24-26488.31 . IOW III .• I CURB INLET ADRD 40 20' 40' ■■!!!!! 1 -36"x36"x45' BEND •",,,,„ STA 0+39.84 - Ve"M'Er „ " A ._ ._ ___ TT ..... --•''''''-' • STA 3+64.52 I , , N =7033524.00 --2- CONSTRUCT 4 • i j I S. ,, ( . , ., I CI ' ''P --, / , '01/ 'PET /' SiDEVAI. ' - . 7 tIT. CONSTRUCT . , , _ ..,,,..., _LA A6 , , ., , / SCALE N FEET 89 WE _ 4 STA '3+75.35, INLET 42.00' LT V • / E=2426204. 1-36"x21"x60' Y , STA 1+93.89, 23.10' . 0 /."%,,,,;/ ,• I''• ,,,, 7.. N=7033524.07 12 HACKEIERPY/.10'--' .., I ' I i 1 ' RA. N=7033478.83 / ' CONSTRUCT ■ CC 4/ p• , ,,,..5..• .„ ' E=2426211.02 6' ASH/25' I i _ CONSTRUCT t , ... i -, , `c,.. 1 '':1 1-10' RECESSED CURB INLET ; 1 i , • E=2426488.73 ---A . , „ 1-15' CURB \, , ..,., o 1 1 i RT I „ 1 4 , ,• '10' TOI=510.67 • GI \ LLJ Z '■;', N=7033469.32 / ' / 0 7 STA 3+73.76 16.00 N=7033502 8 / \ , ' mg" 0 . •• , E=2426531.05 I / / / \ ROJECT BENCH ARK: 1 ; E=2426365:33 1 I I I CONSTRUCT I - ; I ''• En 1 - , 1 U..1 ,• HIS EL LE) SQUA E C '.7., *, IS1 c):., r _la__ -15' CURB INLET 1 1 I TO1=511.91 ,---.) \ o i , .. ' 22E J/1/ 40 CAUTION!!! I-• ! M ..Y C /..".• • / 2 /// TOP OF HEM 'AL . :). . V:11 Perttil., L ,,, -0 • , , L.L., ..- , 1 ING GAS MAIN IN AREA t N=7033469.10 I -10 EXIST 1 • - ' 09 .6.7, LAT A5 -' <pi CO > E=2426473.03 r 181-ozypTRy/4 CONTACT UTILITY 48 HOURS LA-I •/;,,/,/..., STA 0+49.86, 17.36' RT • .______ _ Ir ,,;,t.Diu; i r.......7.,ITE,p,F, 0 i . 3. /7/../,/ CONSTRUCT L/iT ---, ' , - I 5 ' + 5, ; I I- I st ill i 0 Z PRIOR TO CONSTRUCTION AT ,......, x 1_1 Et 7',/,./ 1-10 RECESSED ,:NA 3 1-800-344-8377 / N=7033506.83 w ! i ' . •.-• lit /1.7../ TOI=509.95 I I m.--- 6111 / E-2426221.24 0-1.•••igt.:i•: CAP1141.., L.P. 1 I , . / 207.42 d a z ; ,...,,,,. ,.,/,;„ , , c) I . 1 i , iAC!CCERP,1:13 6 4 . [ < a. -.I g4 c rri / le Aslino D.R.0 (. T. 1 CI I / c , EL "I' I 207 L.L.I 4 0 w c.) ct , g,' 1 4c, 1 c s : 0 cc 1.1 NOTE: 1 , / ci LA- a• D CI . 1. STARTING HGL FROM FNI . I 75 0 0_ z STUDY OF 100YR WSEL IN ---- i I-- , 0 0 M = CHANNEL. ,1 • ! !I - I I ‘ L.1-1 I [s:ALE: ri 0 2. n X SEE SHEET SD-20 FOR .... L'I_FL7RIC / ■ HORZ:1"=20' W (.") LATERALS. 6: 525 RT: =4 525 Z I- - • I • ; ....1 j T _ i i, I ..1. r - I - . 1 /) V) I - 1 . ( --- ._.,.___________ _ ___L_ I i 1 4 1 _ - MA ■ L STA 4+50 ,r SEE SHEET ! r ii. • 4-- --I. --I I-. .-'...- . ' --.-1 , . 1 .4 , . 0 < . , ; 1 : ; ; , f - 1 , ce o j, th , 1 1 ' ! . . . 1-"- J._ ; 11-- , --1-- 1 , "......!" - - I'' +- 7 .-- : ..1 . . r ' - ' ' -" . i ' 1 ' 1 • ■ i ■ • 1 ' , 1O1,,.. _1 j ,..., ----- . . f'• - --I-.4- . ' -1." [ -- t 1 1 . ; 1 - ' .4-e PO • T ' , , . L , : 520 - dartni I . .i. 1 1 t ! 1 • 52 0 Z 1 ..... t .., . ! . .. + ..... j • , • -.. 0 ; , • • • ! I • a 1 - ..._ . I t - 1 !' : 1....... .f. ., t ■ . . 1 :1 -- ••1 j . 1 . 0 1 --------1 1 = - - , . 4:40...szer......co..... 1 . , : 1 i .1. 1 .. • : ..1 , 1 . , ul 4_. ! 1...... ..i _ ...1.1,,n.: , t'l h: • ' - 1 Ii1 it • 1 1 ■ 1 i j V _., - , x '; -I- 21 -1 4 515 • • L ; I •F I _ „ 1 1 i _............_ _._ '4 i . .. - t _.1 . ... .. . .. .." 1 , I .. ...i 4 ......I IT., - r. 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