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ST1002-CS120223(3/9/2012) Rhonda Adloo - FW: Bethel Rd - FH Relocations Page 1 From: "Tad Larson" <tadl @JRJPaving.com> To: "Richard Odell" <RODELL @coppelltx.gov> Date: 2/23/2012 1:20 PM Subject: FW: Bethel Rd - FH Relocations Attachments: 20120221121248. pdf This is what we staked for the relocation of the fire hydrant on Mitchell. Freese and Nichols, Inc gave tis to us. Thank You, Tad Larson Project Manager JRJ Paving, L.P. 1805 Royal Lane, Ste. 107 Dallas, TX. 75229 214- 466 -8340 214- 416 -1499 cell tadl @jrjpaving.com - - - -- Original Message---- - From: Kirk [mailto:kirk @kazsurveying.com] Sent: Thursday, February 23, 2012 8:38 AM To: Tad Larson Subject: FW: Bethel Rd - FH Relocations Kirk Ross, E I T KAZ SURVEYING 1720 Westminster Street Denton, TX 76210 Office: 940 - 382 -3446 Fax: 940 - 382 -3447 Email: kirk @kazsurveying.com ** *Order land surveys online at www.kazsurveying.com * ** - - - -- Original Message---- - From: Dan Prendergast [mailto:drp @freese.com] Sent: Tuesday, February 21, 2012 11:14 AM To: kirk @kazsurveying.com Cc: Keith Marvin Subject: Bethel Rd - FH Relocations Kirk, Attached is an exhibit that shows what the proposed FH locations should be along Bethel Thanks Dan Prendergast E.I.T. URBAN PLANNING + DESIGN GROUP �..,� .� ?tgo- 6 7 .7'. lill Lf 5 3 C? g� 6 3 ° °o a v a� I a 20 I3..: D a � N ^4 N P A N N d'o0 a� ago BENCHMARKS B.M. 3 BOX CUT ON TOP OF WEST, CURB AYE E :T BETHEL FROPtRTIC�. ILC. �J I srrac CO STRUCT ET CONC E HEADER I`,' THE END OF CURB PARKIN LOT FOR LOCATED 408 CC4 200900,02551, - E D R D c -T ADJUST fX�I�SFI A`I�N%�OL € Ls] ht Al20 �i W TC! G 3ut�thtG p 4 WATER QEPARIMENT AT W. BETHEL ROAD. fLEVA1IO = 514.79 TO ROPOsEB- GRADS -- I p r REMOVE AND _ `A RELOCATE FH o ADJgS• 9 TC E - - � m � BARRIER FREE RAMP TYPE 2185 -1 f I f 9 �� J �4 y* d ; .'' �r 1NC POWER POLE TO BE f�L REMOVED BY 07HERS - POWER POLE TO BE �� ul REMOVEO BY OTNFR5 I STA 18 +47.56 f 1 f rot CREIE 111 ceo-aRE s ow :s ¢� #°'7 xrsr Row B fal- 4 BARRIER FREE RAMP ;nI - o. � t E7lISTING -ROw -- 4 �• /le n m x � ¢ yFs e D' N TYPE S , r ' .` 'ra.� _ n: Pw� CONSTRUCT CONCRETE HEADER -._ �. -- `` 1.° ewYt <F3ERRr/ 3• `� f ti `rc ` ,K EfE IA.TEP GNAVEI -.. [,•y,� YFtrt - ER A LV£S • - RIAI si3e FL 5p0 7•V BARRIER FREE RAMP BEGIN ASPHALT TRANSITION ' 4' V � TYPE 7 ELEV= 512.60 'cEtrtr. _ fBUSPI _ - 3C pkK: .7'f: LaNC :i6�F $ f , - ". _ ••f� _, _ ` - 0 , 1 /3" P w f' a N= 7,033,533.34 + y" �- p!'KEf FENCE ti ti {� L _ - RELOCATE' MAILBOX E =2 427,001.54 � o ° i la ELM $'F Y4Lk ox RP pa wa ERRV /sa' = ._ f $5]Sg _ �ELSaa t`^' BC% Eft R � ., Q - _ -' .. J - - P Ir STA 19 +08.17 AIE Et`'a -- ... - rN�% sRs 1i��1ipp t E Ad WJ lf7 q7 .. C :. ER 0 -_- _.. - _ _ - .....f " .. -• � NSITI END ASP - - � cAS � � T N '� P A V EMENT ,.. •r T P —_ 17•x00 t d v�tk". rY rt, - i * ELEV=514.25 � � - - �. � Vic � W Ti e- C -:: s�iSf. so7. N= 7,033,533.26 L 12' Rca €S. at" RcP W REMOVE Fr ��lvG.. ° s � r EZOG7 E=2,427 ,062,14 �r rL= FL =$Ia BETHEL ROAD N M � a 3� `� PE LIdL''rt EX Ln �.. �yrl��� c k. - Rca �� ti LLJ LJ W 2 Z R r w INLET CR 4 N�� iN _ �-- ^ N I v cun wxr LJJ R _ _ R @IER FREE `- �� CONTROL POINT 110 � A+9 U Y . ' LLBO 28'RT _ _ - - - w aaPaco wme FEt -T- 0 10' 20' 40' _ P �- SCALE IN FEET r8a AM I' R 17+93.85, flE 5 . n �Ra,�? Ld ER PoL STA OAS METER TO BETHEL RD = I a• " �l 2 6 PVCR. RpcK E-- ?,426,990.64 L -. 1 ,t ! � 6ARRIER FREE RAMP TYPr 5 ea a J ALDING BE RELOCATED n M T BY OIH£RS LL STRE �� i ELECTRICA L 1� CONDUITS /; �. �� ! ,. I L- .•ft '�' K u g h � PI L STA 18 +03.83, - i x -.' < J Jr,PMA3'LE77 f r �- eutLr,LVe ! :a" PErAN /s O r, 'v BETHEL ROAf] = t " ,H 40 0 q S. COPPELL ROAD = Lil _ , e , 81NONOLL 1 ` Para z:,u J'nA7E1 iANt NO7E• 1. SEE SHEET 1P -1 FOR W Z = L�! O Q Lo E'bNryDUIT pp ,,��,, 4 : +r acv lT 1'AU 5 tl EET 1P - 1 FOR BETHEL RD. / c+'` BUILDING t INTERSECTION DETAIL �-- [YV1 + .IIL A R IEZE �_ _•r =s,z. © ..!„ 4 P +rBEf ME r [S / I fER COPPXLL RD./MITCHELL ST. IN78RSECl10N PLAN 1 W m CALITIQN� +! G UNDERGRO ITO EXISTINUN IN AREA. CONTACT 48 HOURS PRIOR TO CO e REMOVE " INLET `n:ro ;il STA 17 +85.64, 98 46' RT; 'Y AND INSTALL I i 6 � s STA 18 +23,41, 98.31' RT ' - - -. , REMOVE TEMPORARY GRATE INLET I r CONSTRUCT NEW 10' CURB INLET 1 I DO 0 w F Z d Q - Q H RUE WARNER CABLE. ?] �3p -SAiS NEW 10' CURB INLET 701= 512.24 c z 701 =512.24 0'r 2 BLOCK 1 SCALE: J Q VERISON: 972 -57. 4 ONCOR. 214 - S6 a SEE SHEET SD -4 s . ^ __ SEE SHEET SD -4 WLSON MIR'Kfl - MINYARD _. HORIZ:1 " =2Q' '- W J ATMOS' 972 233 -2536 VERT 1 ' =4 a0, J L� Z z W Q - o a- I- O - EL L77 — — O � 510 so I — LEFT ROW 5 1 0 U Q 19'. -- w v1 _ 1114E I� - Z �a �p DL !F1 -r -- - -._ R -`-.� - + -� - - in {) . 7 -_ - I . 505 ~ z W n 16 UC M WAT R _ J _ _ — � ' - ro �; C4 �1 500 — u'! u7 un _ _ ... IA N _ If1 V7 uj It] in ria in 500 i x v 495 — -- - _ 4'95 � 9 a a -Ex 71NG- R9f1N� HT W- - T . In W NT ELEV = 51 .54 510 � ° LO3Y NT TA = 16+47.78 _ _ _ - 510 ar yy - - + �- RP P ASP T n { y s 505 _ - -._ �— _ 505 a 4 ,.. - .- c n o`er �N1 0 c4 c y _ r i r'7 N N c� p 500 n In �, ka n � � I� to 500 495 495 _ SHEET PV -17 17 +00 18 +00 19 +00 •20 +00 21+00 100% SUBMITTAL S_Q,32 OF 140 Data: Aug 07, 2011 - 7:00pm User: drp Fite: N: \i Old Town Drawings CV- TRT- PP- PAV €04.dwg