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HomeMy WebLinkAbout(0164) Revised Bailey Bosewell Exhibit 3.2.21.pdfBAILEY BOSWELL ROAD DESIGN SCHEMATIC FROM OLD PECOS TRAIL TO HARMON ROAD FORT WORTH4TEXAS MARCH 2O21 ROLL 1 FORT WORTH SEGMENT LENGTH: 0.65 MILES (THIS SHEET) FUNCTIONAL CLASSIFICATION: NEIGHBORHOOD CONNECTOR DESIGN SPEED BAILEY BOSWELL ROAD 35 MPH CRESTED BUTTE DRIVE 30 MPH HORSEMAN ROAD 30 MPH i C LOCATION MAP N.T.S. LEGEND PROPOSED CONCRETE PAVEMENT - PROPOSED SIDEWALK — — - PROPOSED PAVEMENT TO BE DESIGNED BY SPIARS - - - - EX. GROUND AT 55' RIGHT R.O.W. — — - EX. GROUND AT 55' LEFT R.O.W. - EX. GROUND AT C.L. 0 10 20 30 40 iiiiiI VERTICAL SCALE: 0 100 200 300 400 HORIZONTAL SCALE: PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: JOSEPH W. BUCHANAN 136549 NAME P.E. NO. DATE 3/l/2021 TBPE FIRM #F-312 MEN mom HALFF mom 3803 PARKWOOD BLVD., SUITE 800 FRISCO, TEXAS 75034-8640 TEL (214) 618-4570 FAX (214) 618-4574 DATE MARCH 01, 2021 SUBMITTED: DATE APPROVED: R" F ■ �r2. FZ0If ' s f� d cs I « - e - - � -� ' l - - �� � `_ � - - _ � 1i 1 '� �� - ' � - � .,, z � � y _ ��� ♦ �' �c;;�i.. ,,� ate. pdp?)d � I 1 . � • � _ - - _ �-� `� - _ _�p-1Hplt� 3pIM 1pp�-O`�L d� - ---_ ------ - -- -- -- -- --------�, ,-� -HARMON ROAD -----------------HO A k A� =------= - -----_ ------------------------------------ ,�,-- ,�-------------------------- ---- - ---- `_ - -- -- -- -- -- -- �� -----i---------- --------------- cn Au AL c I CA \ . I \, o I a � ` J r 4- - 141 ..■ i -7 - 1 r �_ - r-r = ■q iF - S p ti ■ ■iliV- Imo- ,- r ----�_ � � ->< _ • '' I I . - ■ - ■ I �— s .r '---i-- s III - -e _ r _ - - � I I 7. . ■i � »t1 � � � , - -ram' - - _- I I I 1p- ea. 1 ■ ' — •L ' r -# -s -r .III_ _ ■.' .. q�1 ■ ■f — C I I I I E .. .. ..-- -- • -• - -- I / I I / I / m / to /4q ..._ .. .............. I I I I ... .. .. . -- .......... .. --- .. .. .. , . .._ .. .......... .. _. ..... ._ .._ ....... ....... ....... .... . ....... ....... ........ ....... ....... ...... ........ .......... ....... ........ i......... ....... ....... ....... ....... ....... ....... .................. ...................... ....... ....... ....... ........ ....... ....... ....... ....... : ....... ....... ....... ....... ....... .................. ....... ........ i......... ....... ....... ....... OVI STA 54t75 00 ELEV = 691.49 ex = -1:25, o a PVI,STA 61+50.00 o - o K o Q o V- E4E 686.01 a 700 ................... oil) r 3Ua va VC - t3 �7 It! ' M tXF 26 r) OT ti ' a K = 55 PVI STA 8a+75.a0 0 0 + e at "_ - •+ u+ uF 100.00, VC : PVI S r.A 76+25,00 ELEY = 683.83 �i �n ; � d: u u �� /- ' u ELEV = 68a.68 ; + ri a ri • trii Ln I� lin 1(l ik1 nD r•- M! M W W e - a,16 - - M a. � CL dq tD nn ti - - 690 --- - - - --- _ .Q o =77 11a.00'VC ca r 0 � ? .34/, � - �1 � 1 — : + 50.00' VIC ; +a.70% m +135k +0,70% _ - % : — - - — - - — - - - �`' r/ cy -a. +0.5 5 al — Q , V + V P I STA 89 25,ap P A +5a.aa �'i° 1rz -- ----- ---- ------ -- -- ------ --t — ------ ------ ------ ------ ------ ------ -- ------ ---- 680 ----------- ;-+ ;+� -o -a ram- --: -; — •c's-- ----------- _ �� r�_ __ ELEv 686.99 > > _ — ELE 686.58 ex 0.18' ; r PVI STA 59+aa.aa w - - _ _ _ — J o w�l, o ago ;+ ; r+s PVI:STA 82+25.00 K 69 ; > : > ELEV 685.80 -1.33 0 a O d ,0 ; ; EL• EV = 683.b8 ex: = a.a6 5%� K 73 '. Y +1 3 iL� V �• 1aa,a C + 0 + :ex - 0.1W , `ivi `si'i6 ,aa C ex -, a.23 W : �670 K'S4 •9 ~ '> 10a.a0' VC _ 73 ,.OG (Lw i a.aa ELEV 6 '> :1a ' VC: ex; a,67 > > K = 75 660 -------------------- '----------•--------- {isi vc ----- ------ ------ ------- ------ W; to ^ g 0. Co. M. co: sqc�� �: M; O; W; C �' Y3' N; to W' M: C ap' Ol' O' T' Q' p p; O; t3' W' C Y3' YS' YT' Y'!' 1!!' yy �p r_' T' Crt, UT: O. t0: t:. W. W. (4; �: O: O, M', W, iV( oe: It'; tV: #l, U'!; N: tTf; tn. W: Ol: 4: 1f1: M): ty, W, f': W: tV: R: 7Ti; V: tJS; V: Ol: V: li•It: W: {x. Yf•; *; UT; l(k; 10; W; f+; 01; 0 tT: &D; 4; t8Y W; to W; vY M; +n1( O; 01; W; 10; O; O; W'; �; &d; Gi; Ci. rt; ri; M; ri; ri; *; *; U4 1(t: t6. P; ca 10; A. co tom. cc: al. �l. cl. M al. W: no. ■ : W, �, �. �. �. .o. , Q. �. �. �. �. �-. �. �. �. �. w ;�; ;�; �, �. �. �. .o. , Q. t�. rxl. al. al. ca cl. al. ox. at: �. 650 ----------: A° t°� `°' t° !° i° "c, "' `�� `�•-------- `------------'--------------------t°' "' ` `°----------"`-"--------`---------`° `° t°-r--------!----------`-°•---------"-'------------------`-------- `� i° '`' t°' t°------"'-I--------`-°•---------`�--------------------------------`-I----------t°-r---------`---------!°' i° ". `°y `� `� `�'°' 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 BAILEY BOSWELL ROAD DESIGN SCHEMATIC FROM OLD PECOS TRAIL TO HARMON ROAD FORT WORTH,TEXAS MARCH 2O21 ROLL 1 FORT WORTH SEGMENT LENGTH: 0.65 MILES (THIS SHEET) FUNCTIONAL CLASSIFICATION: NEIGHBORHOOD CONNECTOR DESIGN SPEED BAILEY BOSWELL ROAD 35 MPH CRESTED BUTTE DRIVE 30 MPH HORSEMAN ROAD 30 MPH i LOCATION MAP N.T.S. LEGEND O LOCATION MAP N.T.S. LEGEND O PROPOSED CONCRETE PAVEMENT PRELIMINARY PROPOSED SIDEWALK FOR INTERIM REVIEW ONLY — — - PROPOSED PAVEMENT TO BE THESE DOCUMENTS ARE FOR INTERIM DESIGNED BY SPIARS REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY - - - - EX. GROUND AT 55' RIGHT R.O.W. RE PREPARED SU ERVISION OF: BY OR UNDER THE — — - EX. GROUND AT 55' LEFT R.O.W. JOSEPH W. BUCHANAN 136549 NAME P.E. NO. - EX. GROUND AT C.L. DATE 3nr2021 TBPE FIRM #F-312 0 10 20 30 40 iiiiiI VERTICAL SCALE: 0 100 200 300 400 HORIZONTAL SCALE: ■ ■ ■ mom HALFF ■ ■ ■ 3803 PARKWOOD BLVD., SUITE 800 FRISCO, TEXAS 75034-8640 TEL (214) 618-4570 FAX (214) 618-4574 DATE MARCH 01, 2021 SUBMITTED: DATE APPROVED: