Loading...
ST0301A-CS100723 (3)Page 1 of 1 Keith Marvin - RE: Bethel Rd plan sheet From: Caleb Thornhill <bct @freese.com> To: Michael Garza <mgarza @coppelltx.gov> Date: 7/23/2010 4:52 PM Subject: RE: Bethel Rd plan sheet CC: Ken Griffin <KGRIFFIN @coppelltx.gov >, Keith Marvin <KMARVIN @coppelltX.gov >, Tricia Hatley <thh @freese.com >, CPL03243 <CPL03243 @freese.com> Attachments: Bethel Revised Sheets - ST0301A.pdf Mike, Here are the revised sheets. There are still some clean up items, but you will see the overall plan. I've also attached the cross sections, but I will need to add slope information to them. I'll finish these up Monday barring any fatal comments. Give me a call Monday when you get a chance to discuss. B. Caleb Thornhill, P.E. Freese & Nichols, Inc. 214 - 217 -2282 From: Michael Garza [mailto: mgarza @coppelltx.gov] Sent: Friday, July 23, 2010 3:06 PM To: Caleb Thornhill Subject: Fwd: Bethel Rd plan sheet Caleb, Attached is a sketch of the curb that Ken would like to see. He would like the corner to be pushed out and maintain the 30' radius and then a 10' straight section of the return and then transition to the right turn storage. He wants to do this to prevent a conflict with straight through traffic and right turning traffic. I think the rest of it will work, Ken has not returned since this morning so Im not sure if he was able to see the revision. We w i l l probably have to wait ti I Monday for an answer. I w i l l forward these revisions to keith and see if he responds. Im going to call you in sec to discuss. Thanks, Mike >>> On 7/23/2010 at 2:50 PM, in message < 4C49AC3F .C1BD.0043.0 @coppelltx.gov >, Rhonda Adloo <radloo @coppelltx.gov> wrote: This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4C49C8C8City_... 1/25/2011 F N 0 qo� oo. I NOTE: 1. CONTRACTOR TO PROTECT WALLS, TREES, LANDSCAPING AND IRRIGATION \ I I� BENCHMARKS B. M. 1 BOX CUT ON TOP OF MEDIAN CURB NOSE AT TNElNTFRSEC770N OF CAUT10N.rr� AT SUMMIT AT THE SPRINGS SUBDIVISION. DAMAGED LANDSCAPING SHALL BE RESTORED TO PRECONSTRUCTION CONDITIONS, (SEE SHEET A -5) EXISTING UNDERGROUND LIULMES SSMH BE7HEL ROAD AND PENFOLDS LANE APPROXIMATELY 30 FEET SOUTH OF d N d4 «3� ���� IN AREA. CONTACT ASTRU 48 2. PROPOSED PROFILE IS PROJECTED TOP OF 6" CURB. HOURS PRIOR TO CONSTRUC710N BETHEL ROAD. ELEVA77ON = 49701 m }P : VFRIZON.• 972 -578 - 3345 ONCOR ELECTRIC.' 214- 406 -424 ATMOS GAS 9 3. FUTURE SIDEWALKS SHOWN FOR CLARITY ONLY. -A U THEY WILL BE CONSTRUCTED AS PART OF A FUTURE CONTRACT. MANH ZC211 CURVE DATA 0 10' a W d 20' 40' ° cg PROP c y, SRO S LET GR-1 CURVE DATA A- SCALE IN FEET OP OSE WA s EXISANG TELE L INE F s HEEf GE J — — A= 4'59'18° L =57.46' f — TO BE REMOVED X BY OIHERS f � \ 9� - L -_ - - -- - _ = 4 - I EL a Q I p N= 7,03352473 E =2,429,323.81 \ \ G — — =2 — — — — �4- -CEPAo L� — — — Q 2' CEDAR FILM p (V + NON BOX 2 - c EX 8' SS . - CU. Up 1 +OB. EX, 24" SS - . 12" SS ---� 2 +00 RAIL `', -; .`.SSMH WALL - — — -' !� — - W _ — —r!� � W= � U) 00 — CONCRETE m 42 +001' L�PHONF 43 +00 TELEP OjVE 44+ 45 +00 ¢ -� V) � �� NNno � °M1f `��� W I 3 ASPHALT ROAD rINE a,' .� N89'2TSB "E LINE, _ v SHHAL` R wn H� V) w _ conlcRErE BRIDGE 1,314.,9e'$E`HEL ROAD I V) p� N 7- r X — u — 1 — W W U _: ,;::PF ._ ::% ;.:: >,: __..,. LOW . FF.�IALV €.:. — PP. : 51G 8oX < APF .. �° _ _ w W M WM I GH _ U - F .._. -- / -/ =I _u _ _ i _ I`U1 -- -- o RCJ DUtiD 24 ABS — Y ` - c -- - CFO ND 5 ASH o `" S o OCK WALL IGH o Q — — — ROCK A I /— - o o F o ACCESS EASEMENT, & COMMON AREA LOT 2 -g" ASH 16" CEDAR ELM � SHRUF3 1 a" AK — S HRUBS - - - - 5 "S . _, GH'I" _ _ a I -3" CEDAR 1 1 17X, BLOCK H POWER POLE 00 0 200 BETHEL 2 ?, � R'' } CO N 0" CE AR ELM Z REMOVED BY O O N CONTROL POlM 4 I O p CEDAR ELM COL M N o N N= 7, 873,486.64 O TER O C PROP. RET WALL (SEE SHEET DT-1) SEE SHEETS GR -1, I 3" CEDAR ELM o POWER POLE TO BE c�REMOVED BY OTHERS I u u 1 E =2,429,559.02 LOT 2 BLOCK A I LOT 1 BLOCK A 0 (� CD ST -1 THRU 34 FOR SUMMIT AT THE SPRINGS VOL. SUMMIT AT THE SPRINGS VOL. BRIDGE PLANS 2X14" CEDAR ELM 97023, PC. 3493, P.R.D.C.T. 97023, PG. 3493, P.R.D.C.T. I [� Ld I 715 LEXINGTON I 711 LEXINGTON I x I— L-- U7 J C) Q Q UUNINUL I N D PT/ STATION OFFSET NORTHING EASTING DESCRIPTION SCALE: w 0- 100 42+00 101 42+29 23.00' RT 7033478.86 2,429,351.98 PI RETAINING WALL 21.00' RT 7,033,481.11 2,429,380.64 END RETAINING WALL HORIZ:1 =20 " a D W O VERT 1 =4' Z W I I LEFT H - NG ROU PROP SAD T C C-) U I 500 -- - _ 500 - -- � ' J EX7 TING ROUN ° W - _.._____ cn 495 - - a 495 m c c WkTE1T I I I X, 1 s j p �___. - Q - 490 I I - I _— 490 � E I 485 485 - 0 0 "� a I a I a ° 3 - EX STING GROU D ® IGHT ROC - g z� ... PROP J �. _ ........ - 500 2 RIGHT roc - I 500 m m : 9% d c) -� 00 ., _,.._ � cc - � v •� U—p O._ - Xi TING GROU D RIGHT OW ? II `0 c 495 + , T _ 4950 _ a m_ -- R 0 E - - - - -- 490 I 490 W � T i u°-, in 485 485 sxEEr PV -3 = 41+00 42 +00 43 +00 44 +00 45 +00 46+00 F100%. SUBMITTAL spa. 1p OF 80 F N 0 qo� oo. I ni �z �.O ~Z�I ,...... 1.4 I— n.e s -- , i...._ ,..., -- -- -% -,. T T — IAI—a -+ - CONTROL POINTS B BENCHMARKS 4 OFFSET NORTHING F FASTING DESCRIPTION B BM, I BOX CUT ON TOP OF MEDIAN CURB 110 46 +52.37 4 43,50' RT 7,033,467,55 2,429,504,33 END CONC. J7 7 , N NOSE AT THE INTERSECTION OF rrr 1 1 11 47 +35.72 4 43 -54' RT 7,033,468,25 2,429,8B7,68 END CONC. B BETHEL ROAD AND PENFOLOS LANE N 112 47 +77.58 1 13.50' ft7 7,033,498.71 2,429,929.25 pCC 30'R TO 840'R A APPROXIMATELY 30 1 ET SOUTH OF N ERGROUND UTILITIES 1 13 48+95.22 2 25.66' R7 7,033,487.6 5 2,430,141.06 pCC 600'R TO 300'R v Q B BETHEL ROAD, O jjW E 14 48-x19.14 3 33.11' LT 7,033,543.71 2,429,970.40 END CONC. F FXlSRNG STAMPED � FIEELEVATION ON = 49701 TO CONSTRUCRON 1 115 49 +89.23 3 31.50' RT 7,033,482.69 2,430,147.06 P 97z- 578 -3345 1 116 49 +23.22 1 13 -50' LT 7,033,527.07 2 2,430,074.64 596'R PC R CONCRETE TO REMAIN. 9 RIC.• 214 - 406 -4245 1 117 49 +69.65 1 15.31' LT 7,033,529.31 2 2,430,121.04 596'R pT z A ADJUST EXISTNG MANHOLE 0 0 10' 20' 40' Q S- 972- 233 -25 m 11B 47 +67.92 1 Q S4WCUT AND MATCH P PROPOSED GRADE- REMOVE TREE �� S m ' ' •• 49 T -50' L C A', 1 49+17.14 E 34.12' RT 7 „ 0 4 39 2 EN C 4 a a ELM S - - -- - C CONtRO PO INT 0 JAK = ADJUST E ! NG 1 15” CEDAR E ELM g " DAR p1' EDAR EL O I 8' CEDAR 1 A B 033,522:40 J ARMSTRONG BLVD. MANHOLES TO 114 1 - " Lo 2 429 844.84 6 6 CEDAR ELM PRDPOSfD @4DE. o = = �A4(— - - L ro o - - - - n n 4 OAK + Lf] WO c{ 4 2 -10 C CEDAR ELM ° 11$ 40R 8 8" O _ROAD I T' b a Q - - N w TR AFF TI 7 +00 r r �U� D.. R - U I -- - �- _ _ 't � I � S —� a W T Q I N d� 2 a � J U U) A 90 r o P 112 6 POWER POLES TO BE Ld a a V = W 25'R 9 r 9 30'R . !1 1G -1 1 1IL Z V7 Z G G 251 R — — 2 _ 1 — — — — ! H i L I W X 16'i ';WATER - E a W W I - - ( (- LJ m - _ A/ 10 i 9 - - - 5 - _ - - x a V1 a I IL j S'rl ' ' ©5 k( S SHRU SHRUBS 3" OAK /7' L L - 1 15 R ROUND LffS 7 7" OAK /17' - - I I R RICK WALL S S 121 f - DAYLIGHT LINE 7" SWEETGUM p p S SAWCU & MATCM - ADJUST VALVE w w I o D 3.95' E EXISTING PAVEMEN _ z TO PROP GRAD£ i i R WALL - I I 24.80' O O_ L Lo I I R K K W 1 0 ➢ ➢ F FIRST BAPTIST CHURCH OF � �- + + a I SAWCUT & TECH U` [] 700 ARMSTRONG 1 ISSCO EXISTING PAVEMENT 702 ARMSTRONG P P. R.T. C.T. D D Q Q a I I EXISTING P Pq MENTZ M ETA 46f72.82 I I Z I I I 7 700 DENTON TAP ROAD w w O Q INSTALL O O Q I I N ND7E 62` t t� Q Q I I 1 - -6' VALVE I I I-- A AT SUMMIT AT THE SPRINGS SUBDIVISION, DAMAGED LANDSCAPING SHA 0 z a 0 Q m I I -FH ( (!} B BE RESTORED TO PRECONSTRUC77ON CONDITIONS. (SEF SHFFt A -5) S SCALE: J J z a O o 5 LF 6' PIPE I I c 2, , HORIZ:1 " =20' a a OU O Of Q m Q cr 0 ,BARRIER F VERT 1" =4' o o Lu z z J Z - D � �LLJ� Z ° P I I - D POINT A A = = 5 506.2 1 1 - (D j-- 0 I H HIGH P POIN S ST = = 49+16.17 -_.. ( ---. _ .......:......_ 1 1 q - I I I 3 - 5 a 510 I I • •• . .. 3 3 = = — — 1 • 3 3 3 - 510 � J � m m m . .0 C C I I _ _. 505 5 i .. _ 505 m m ° 1 500 ° _ _.. 5 500 1 - - _ Lo n m m Ln 495 0 0 = = 0 0 7 76'i R Rcc W WAT 4 1= - -- . ........_...._..___ . . -._. z 405 0 HIGH P POINT E E L LV - 5 506 2 2.1 _ G G P POINT �.21 - - -- . ... 5 510 = = I I - - � �' P PVI T TA 7 49 7 70 � 510 U I I — - 4 — U U o o0 - Q Q - XS U UND R RIGHT. B BDC . .... ... — —.. - i C C N N 505 5 505 � �Q P?0PO5 E ED I I -- o o I m m� I I - I - 500 5 - - - - - - -- I - - - - - J 500 - J r M M ... . ._..._, -..... _ m 1 5 I _ _ _.. . .. . ... _ _,_. m 5 0 0 0 0 0 0 0 0 0 _ _16' R RCCA W WAT >0 495 0 � .. . ............. - -._ S 4 495 SHEEP x P PV -4 46 +00 4 47 +00 4 48 +00 4 49 +00 50 +00 1 1100 % SUBMITTAL S SEQ. 11 OF 80 1.4 I— n.e s -- , i...._ ,..., -- -- -% -,. T T — IAI—a -+ - o ; sDY O� �Of o, 0 aN EL .� =oo o. m N L L Y CONTROL POINTS coNTROL Po1NT 1 NARdF. - u p IRE FrN t PT STATION OFFSET NORTHING EASTING DESCRIPTION N- 7,033,535.12 xi I 121 51 +26.98 1.00' LT 7,033,516.47 2,430,278.51 3'R PT E= 2,430,505.03 122 50+99.81 25.48' LT 123 51 +38.76 27.00' LT 7,033,540.69 2,430,251.11 500'R PC � 7,033,542.58 2,430,290.04 500'R PT L x - -- U I "'lIE 26 "CELM N _,.5n `a3fy REMOVE TREES 24 50+53,97 67.26' RT 7,033,447.54 2,430,206.13 END CONIC. TRAFFIC SIGNAL TO . HE HT c _ 7---3 - s,,.�zr.•3t f :a: ►� ° _ — RELOCATED -- " EXISTNG MANHOLE v SIGN w �ti:' e?r i'�.oa zCa r r� - -� — — Jr R N — P "OAK �� it N „off PROPOSED ROW 7" PECAN TO PROPOSED GRADE. R O NJ" A TR C 6 BRICK PAVING m 0 10' 20' 40' ? ., ff i�••_- REMO TREES e _ - - CO SCALE IN FE ET RAFFI T SS 6 , K o /7 a SSM p � SGN dSG�� L0 123 �� (If STA 54 +15.03 d" + 24" OAK O }22 3R 121 - 5 TEST RATE o i� MARKER INLET ARKER ' X 30 5 0_ Q Q DENTON TAP ROAD SSMH W �Q r X 1+00 —. . = 54+00 _.__ - - - -- _.... __ 7 a w Q 13 s °NN �2 ��� �j Ul w o REMOVE EXIS77NG INLETS BETHEL ROAD 1 O I LIG}iF SIGN Nlorvv = Z I �l G T� 30O'R �l — , — Ifs — — - — — —!� Z P LIG U) J 600'R/ - 1 C° CEDAR 150'R m PROPO D STORM DRAIN ET 150' EX. 1 WATER WV 0 EX. 1 w 5" WATER ri 5 _ PP - d LL _ - -� - WV a R % - X - _ RA=EIC LIGHT .... r x Q �, 'i ;- "FENCER �R DIR CK ED WIR =ENCE J x 3RIC 'PAVING BRICK PAVING w �� ILL, a SIGN � �x � I I s I FFIG SG 124 I DOXS ° 1 0 I ° m ° WCUT & MA CN REMOVE TREES __� } S MH EXISTING PAV NT POWER POLE TO B m l TCN (STING \ x -- SEE SHEET !N -1 FOR BE7HEL RD/ Q i r REMOVED BY OTHERS lDEWAL FIRST BAPTIST CHURCH 0r, I P DENTON TAP RD INTERSECTION PLAN SEE SHEET 73--5 FOR 7RAFf70 ~ PROI T EXIS77NG CGPPELL VOL. 95167, PG. 5 SIGNAL IMPROVEMENTS U tin STAMPED CONCRETE P.R.T.C.T. FIRE HYDRANT TO iR E I L S ® BENCHMARKS W Tq 700 DENTON TAP ROAD OE RELOCATED CAUl7ON.I.! B,M. 1 ROX CUT ON TOP OF MEDIAN CURB EXlS77NG UNDERGROUND UTILITIES REMOVE AND RELOCATE I NOSE AT THE 1NTERSECADN OF 8ETHEL ROAD AND PENFOLDS LANE x J z - I IN AREA. CONTACT UTILITIES 48 EX. CURB INLET HOURS PRIOR TO CONSTRUCTION I APPROXIMATELY 3O FEET SOUTH OF SCALD: � r PROPOSED LOCA TION OF EXIS TING SW BELL: 1- 800 -395 -0440 1 - P OFTHFt ROAR HORIZ:1 " =20' d 0_ (� �3 lXU ELECTRIC. 1 -800 -242 -9113 20' RECESSED CURB INLET CLEVA77ON = 497.01 s VERT 1' =4' o0 W � PVI STA - O+S o GAS• 1 -800- 344 377 -8 i g W Lo - _ __ + v LLJ Lo m II it I -- PVI ST 52+75.92 J�`J 505 J a < =� 6 �4.0 a rL w OA.' i N _M HIGH ._VC � _ W ° 500 500 m 0 GENT EL = 5 6.2 j� �.. U - mm.__..__... ._...._......- i L rl _, - i P I - ST 4.S m i 7 Ln w J P I - E l Ell EMBg _ - a2 DPOS - p 2 9 — - 0 49 5 U :aa I 4-95 n .00 j n o a a x Lo c i 1 3 z a ry 490 - - ] 490 i 13VI Fr 4 i = �.. VI S A - 52+ 9.48 — 505 V P OPO D PVI LEV 49 .38 - 505 } Q o C6 l I T 2 EXIS77NG GRO0 D B RIGHT OC .. /�/-1 500 + 500 n n HIG POINT EL = 506.1 m I W n I Gf •• HIGH POINF ST = 9+16!21.:_- m _ I � , -._ 495 K 4 68 �,___ + __... __ may 2 2 0.a ' VC — 2 ° - �� ,IE ill r P yy Lp 490 _ ..._ - 490 1 SHEET PV--5 51+00 52 +00 53 +00 54 +00 100% SUBMITTAL 5EQ 12 OF 80 0 N d � 3 x � � M Q 9 K% W )�N Z j W 45 +50 508 5a4 500 496 Sag 46 +52.39 — ARMSTRONG BLVD RT 506 ROW ROW 508 504 504 - - 79G -- 504 3.l 500 - - -, f 500 n - 500 496 - 0 0 508 504 -60 -40 -20 0 20 40 60 46 +50 -40 -20 0 20 40 46 +00 KVW KUW 508 - 504 -- I I� I 500 - - rn 496 u -40 --20 0 20 4 45 +65.36 — PT 508 ROW ROW EXI TING GRO ND GR UND I I 504 ; 500 l N M 496 -40 -20 0 20 40 504 500 496 508 504 500 496 48 +19.14 — KNIGHTS WAY LT 512 512 I 508 508 4.2 504 I 504 � I 500 _.. , _ ....v.., 500 ---60 -40 -20 0 20 40 48 +00 504 508 500 504 sos 504 Son ROW ROW --20 0 20 40 ��.- -- - - -- 45 +07.90 PCC .. -� 508 ROW ROW _,._. 508 .- - --- ._...._ ................. �._�.._ 504 I I I 504 500 504 50a -- - L 496 I a 0 o L ' — 496 CD -40 -20 0 20 40 Lo 45 +00 508 ROW ROW 508 Soo 500 -60 -40 -20 0 20 40 60 47 +00 512 ROW ROW 512 ' 500 -60 -40 -20 0 20 40 47 +50 504 I � I 504 i ! f 500 I PR )POSED 500 EXIST - R�UIND 508 504 I � I 496 504 _ .. _�._ J. o N 498 -40 -20 0 20 40 44 +50.44 — PC 508 504 -60 -40 -20 0 20 40 60 46 +50 -40 -20 0 20 40 46 +00 KVW KUW 508 - 504 -- I I� I 500 - - rn 496 u -40 --20 0 20 4 45 +65.36 — PT 508 ROW ROW EXI TING GRO ND GR UND I I 504 ; 500 l N M 496 -40 -20 0 20 40 504 500 496 508 504 500 496 48 +19.14 — KNIGHTS WAY LT 512 512 I 508 508 4.2 504 I 504 � I 500 _.. , _ ....v.., 500 ---60 -40 -20 0 20 40 48 +00 504 508 500 504 sos 504 Son ROW ROW 508 ��.- -- - - -- ----- .. -� - - -� 508 508 f I i I / 504 504 -- - L I CD 0 Lo Lo Soo 500 -60 -40 -20 0 20 40 60 47 +00 512 ROW ROW 512 ' 500 -60 -40 -20 0 20 40 47 +50 sos 504 Soo -60 -40 -20 0 20 40 60 47 +35.72 — ARMSTRONG BLVD RT ROW ROW 508 508 I / 504 -- - L I Lo Lo Soo 500 -60 -40 -20 0 20 40 60 47 +00 512 ROW ROW 512 i ! f ; ` 508 PR )POSED EXIST N R�UIND 508 504 504 I � N I 0 d 0 500 _ _..__ . _.._. ..........._......!. .. 500 -60 -40 -20 0 20 40 60 w �O WV o 2P, Ims qN �mdt Z � O_ U D 00 z oo Ld of d O U Ld a_ U O W V) J 0 W o 0 C) CWT Iz m o J L0 W + Lv m Q o x S � ri U oa oco N 4 c N �o SHEET XS -4 GO% SUBMITTAL SEQ. 79 OF 80 50 +00 512 508 504 512 508 504 500 504 500 512 O r 508 a� a • 504 v¢ .o � a x � 500 F � .is E � -60 -40 -20 0 20 40 60 49 +50 -60 -40 -20 0 20 40 60 49 +00 -60 -40 -20 0 20 40 E 48 +50 512 508 504 500 o -60 -40 -20 0 20 40 6 V ©I w ]�N 512 508 504 504 500 500 496 51+50 504 496 500 492 496 488 -60 -40 -20 0 20 40 60 51+00 512 508 ROW ROW 508 500 i I I 508 504 504 496 I i 504 500 - 500 492 I E 1 500 496 - -'- - -- 496 488 -60 -40 -20 0 20 40 60 50 +98.01 508 508 504 504 500 500 An 504 -60 -40 --20 0 20 40 60 50 +50 I - 40 - 20 0 20 40 508 500 504 496 500 492 daa 53 +50 ROW Row i I I � I T IA' -40 -20 0 20 40 53 +00 -60 -40 -20 0 20 40 60 52 +50 Row ROW C. 5' I i � � I 492 488 500 496 492 488 496 -60 -40 -20 0 20 40 60 52 +00 504 50B 500 504 496 500 492 504 500 496 492 -60 --40 --20 0 20 40 60 yCa/ cq \ zi W= S LL�, �NNe` Z O O Lf) U + IY � Q x J Z 00( a O L� a U L ° W 0 W o TWO U m+ 00 w = Q W m X w� � U — c o p OL U N O c pm L 3 m p+L d °r m a-� J � W JO SHEET XS -5 00% SUBMITTAL " p( 80 01- p(1 Row I ' Row I ROU D EX[ STJNG ORO NO LO ' 3 'd rn:rn 504 500 496 492 -60 --40 --20 0 20 40 60 yCa/ cq \ zi W= S LL�, �NNe` Z O O Lf) U + IY � Q x J Z 00( a O L� a U L ° W 0 W o TWO U m+ 00 w = Q W m X w� � U — c o p OL U N O c pm L 3 m p+L d °r m a-� J � W JO SHEET XS -5 00% SUBMITTAL " p( 80 01- p(1