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HomeMy WebLinkAboutContract 47001-CO3 CITY SECMTAW _ 3 CONTRACT MO. FORT WORTH. City of Fort Worth Change Order Request Breakdown Project Namel Transportation Connections for Pedestrians and Bicycles City Sec# 1 47001 Client Project#(s)l 01734(DOE#7318) Contractor The Fain Froup PM Clint Symank Inspector Scott Nevotti Change Order Submittal# 0 Date 5/26/2016 Dept. Park and Rec Contract TimeTotals CD Original Contract Amount $1,438,687.96 $1,438,687.96 250 Extras to Date $42,045.12 $42,045.12 14 Credits to Date $0.00 Pending Change Orders(in M&C Process) $0.00 Contract Cost to Date $1,480,733.08 $1,480,733.08 264 Amount of Proposed Change Order $15,362.70 $15,362.70 14 Revised Contract Amount $1,496,095.78 $1,496,095.78 278 Original Funds Available for Change Orders $89,827.00 $89,827.00 Remaining Funds Available for this CO $47,781.88 $47,781.88 Additional Funding(if necessary) CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 3.99% MAXALLOWABLE CONTRACTAMOUNT(ORIGINAL CONTRACT COST+25%) $1,798,359.95 JUSTIFICATION(REASONS)FOR CHANGE ORDER This change order is for the installation of six(6)bench locations along Westcreek Drive. This request is of the highest recommendation of the residents of this area. This change order will have to all time for bench ordering. 12 FOFFICIALECORDETARYH, TX FORT WORTH City of Fort Worth v--- Change Order Additions Project Name Transportation Connections for Pedestrians and Bicycles City Sec# 47007 Client Project# 01734(DOE#7318) Contractorl The Fain Froup PM Clint Symank Inspector F Scott Nevotti Change Order Submittal# Date 5/26/2016 ADDITIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total 9608-2001 6'Lexington benches a an ec 9608-2002 Excavation,Concrete pad,backfill,installation and sod Park and Rec 6.00000000 EA 1,348.18 Park and Rec $15,362.70 Sub Total Additions $15,362.70 Change Order Additions Page 1 of 1 FORT WORTH City of Fort worth "*'-- Change Order Deletions Project Name Transportation Connections for Pedestrians and Bicycles City Sec# 47001 Client Project# 01734(DOE#7318) Contractor The Fain Froup PM Clint Symank Inspector F Scott Nevotti Change Order Submittal# Date 5/26/2016 DELETIONS ITEM DES MMIT- DEPT Qty Unit UnitCost Total Park and Rec $0.00 Sub Total Deletions Change Order Deletions Page 1 of 1 M/SBE Breakdown for this Change Order M/SBE Sub Type of Service Amount for this CO Buyers Barricades Barricades Cowtown Redi-Mix Concrete $0.00 Striping Technology Striping Total Highway Maintenance LLC Paving markings Total $0.00 Previous Change Orders CO# DATE AMOUNT 1 1/12/2016 $400.00 2 1/27/2016 $0.00 3 5/31/2016 $0.00 Total $400.00 Page 2 of 3 FORS WORTH, City of Fort Worth Change Order Request Approval (Change Order Breakdown Available in Links) For Change Order Submittal No.: 03 Change Order No.: Pa - COApp05 Date Started: 5/26/2016 City Sec. No.: 47001 Date Due: 7/15/2016 Project Name: 01734 - Transportation Connections for Bicycles & Pedestrians Project Numbers: DOE Numbers: Project Adding city logo benches on concrete pads Description: City Project Mgr.: Clarence Bryant City Inspector: Scott Nevotti Contractor: Clint Symank - The Fain Group COUNCIL ACTION (If Required): M&C Log Name: M&C Number: M&C Date: COST AND DAYS SUMMARY: Department: Cost($) Fund Account Center: Requested Days: PARD $ 15,362.70 39801-0800450-5740010--CBT-14 G 01"71�4---6S'g8cr�) Total: $ 15,362.70 Total Requested Days: 14 Approval Status: Page 3 of 3 Approved: Yes Comments: Funding Verified User: Nannette Long Date: 2016-05-26 7:41 PM Approved: No Comments: User: Perla Banda Date: 2016-05-26 3:10 PM Approved: Yes Comments: Funding Verified User: Nannette Long Date: 2016-05-26 8:45 PM Approved: Yes Comments: User: Perla Banda Date: 2016-05-26 3:46 PM Approved: Yes Comments: User: Clarence Bryant Date: 2016-05-26 3:47 PM Approved: Yes Comments: User: Joel McElhany Date: 2016-05-26 4:08 PM FO Approved: Yes Goo Comments: User: Richard Zavala o Date: 2016-05-27 8:58 AM �$ S� Nfaryli. .ty Approved: Yes �0°°000000° Comments: User: Doug Black Date: 2016-05-31 10:23 AM Approved: Yes Comments: User: Susan Alanis -� Date: 2016-05-31 11:50 AM OFFICIAL RECORD CIITy�Y SECRETARY F: r14 7 Action Required: Verify and approve tORTWORTH. May 13, 2016 Iftekhar Ali Transportation Engineer Texas Department of Transportation 2501 SW Loop 820 Fort Worth, TX 76133 RE: NEIGHBORHOOD CONNECTIONS FOR PEDESTRIANS AND BICYCLES PROJECT, CSJ: 09025-48-791—Non-Participating Change Order#3 Mr. Ali: This letter is to inform you of a change order for the aforementioned project. The purpose of this change order is to allow for installation of 6 bench locations at the Westcreek Drive location. During previous public meetings, installing benches along the corridor of this location was that of popular demand from the area residents. Thus, the bench installation will be a nonparticipating item, funded locally. The cost of this change order will total $15,362.70. Therefore, the items listed in this change order are necessary to accomplish this task. If you have any uestions please feel free to contact me @ 817-392-7372. arenc rya Jr. Landscape Architect/Project Manager cc: Joel McElhany,Capital Projects/Infrastructure Manager;File PARK AND RECREATION DEPARTMENT Planning and Resource Management Division City of Fort Worth,4200 South Freeway, Suite 2200,Fort Worth Texas,76115-1499 (817)-871-7275(PARK)Fax(817)-871-5724 "j May 3,2016 Clarence Br ant Jr 1 y Building Relationships Landscape Architect/Project Manager constructing Futures City of Fort Worth P.O.Box 750 Parks and Recreation Department Fort Worth,TX 76101 p 817-927-4388 4200 South Freeway, St. 2200 817-927-4389 Fax Fort Worth, TX 76115 vnvw.thefaincompany.com RE: Transportation Connections for Pedestrians and Bicycles Project Change Request#3 Benches & Concrete Pads Mr. Bryant, This is the formal change request for cost associated with adding (6) benches on concrete pads. This price includes excavation for the pads, concrete work including doweling into the existing sidewalks, installation of the benches, backfill, and sod. This price excludes the two weeks of watering on the sod. We will require two weeks added to the contract time for this work or allow approximately(8) weeks from when the change order is officially approved. This is due to the lead time on the benches. DESCRIPTION QTY UOM PRIG AMOUNT Item 9608-2001 -6'Lexington Benches 6 EA $1,212.27 $7,273.62 Item 9608-2002-Excavation,concrete pad,backfill, 6 EA $1,348.18 $8,089.08 bench install&sod TOTAL $15,362.70 If you have any questions,please feel free to contact me at 817-927-4388. Sincerely, Clint Symank CC: File o+ev;n;i CONSTRUCTION CONTRACT CHANCE ORDER NUMBER: Page t of I 3 1.CONIRAcrOR: —The Fain Group _ - CCSJ: 090248791 2.Change Order Work Limits:Sta. Westcreek Drive to sta. Westcreek Drive Project: Transpat=rs covActens 3,Type of Change(on federal-aid non-exempt projects): Minor (Major/Minor) Highway: NA-City Street 4.Describe the change and the reason for the change order. When necessary,Include County: Tartant exceptions to this agreement. This change order is for the installation of six(6) bench locations along District: 9 Westcreek Drive. This request is of the highest recommendation of the residents of this area.This change order will have to allow time for bench ordering. Contract Number. 47001 S.New or revised plan sheet(s)are attached and numbered: Existing plans to show bench location with supporting shop drawings fly signing this change order,the contractor agrees towaive any and all The following Information must be provided claims for add tlunl compens etlurs due to any and alt other exile'nes; addhlonalchanges for lime,overhead and pior.t:or loss of comp'nsaUon Time Ext.# 0 Days added on this C O 14 as a result of this change.further,the contractor agrees that:his agrevm ent — is made'n accordance with Item A and the Contract.Exceptions should be noted n the response for 45 above. Amt,added by this change order. $15,362.70 For TxDOT use only: THE CONTRPCTOR DateI Oays part'cipatm = g,By / L Amounartici atmg i Typed/Printed Name D" t Symank vlgna Date Typed/Printed Title Contractor ,a14 Wan efPe RECOMMENDED FOR EXECUTION: Name/Title Date Name/Title Date tJ#'L'fr ASSoC. ISM ®APPROVED 0 REQUEST APPROVAL Name/Title Date Name/Title Date APPROVED ®REQUEST APPROVAL Name/Title Date Name/Title Date ®APPROVED ®REQUEST APPROVAL May 13,2016 NamelTitle Date -!Title Date APPROVED Engineers Seal; O W _ z QZ j N m h El to O = � N Ch � co } W W N O } > > Z 00 ® ° x v 0 NW CY) o � LA F (O O 1 f— -0 O M ai 6 V r Q M 00 f- a w m N F- O O W Z V H Z co z d W a_ � O LU a ~ C � O W Z ~ NN uj ui > Q W N W N n — ro + > M J p LO Z ® LU ZQ to O Z o a a " V E ,,, W N W V m 17 a } R N 00 J d V' M F OZ z x 0 z u _0 (A z Y V c M V V m a N CL 0 Ia p Z N 4 0 O N ® a, N _ 10 O m Z (� > n V m O o m O H m N C M Y V rn C > LU c Q f H W X tr7 3 d J C y V V OV J V N Q i U V C N l0 V N 0 o O Q m N N LL J J W co Q Q ~ H F N Z o Z� � 04 M w 0 O Z ~ r c- VI N CY) U M c N C) uj Q W z V V Z Q D Cl) W CD c _ O Z =O w W 0 N LU W a- Q +W J Q� O zuj l7 F- Z O z TQ i V w V � Q a ami z o O 3 V c z O z a V Y J m° o L S N N Fes- o N z o O O Z V v a r f°- o o vw = v N 0 F PC; Em = N v E OD S� w J ui ~ CO � Q x F- x z 0 LL W 0- -r CO Cf) Z_ z LL < d z 0 w z n C) -i w 0 0 0 co,�, m < OC U < MM 0< co UD w cr << z z w CO < I C/ ) 0 I F, IIIIII III- z LU III= G IIIIII -17 IIIIE C) IIIIII U) z LU ui N < 21E >-i W F-f < < 0 z LU W � U I— D W a LT- Z J WW z wJ O cW m U J CD Cl) Y 0co Z z � v � mQ z CO m 0 Q = -i UU W F— O d . 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I 6 9°07'14" 75.00' 5.98" 11.94" 11,93' N 29°08'44" IN (393.4 SF) RETAINING LINE C1LL ARCC4 (, 6100 6 AR 7 9'22"03" 75.00" 6.14' 12,26' 12,25' N 29°01'19" W v , ::_: _,.- C 5+00 - R yp•1 7+00.__. -._- - -:-8� 9.22"010" 75.00' 6.1 4' 1 2.26' 112.251' S t 9°39't 7" E - 1 C g t-- = 1 1 55" 75.00' 6.81' N °48 31 W 10'22" 13.59' 13.57' 29 r�si� 10°45'09 75.00" 7.06' 14.07' 14.05' S 29-37'23" E - -- y AR�C5 -' - - LINE C3 - 2 20'55'37" 75.00' 1 3.85' 27.39' 27.24' S 13'38'39'* E v v -- --- a-;' 3 9°59'55" 75.00' 6,56' 13.09' 13.07' N 19'03'24" W + 4 10'15'04'" 75.00` 6.73' 1 3,42' 13.40' N 19°10'S9"' w _- - _. - m0 w 5 10°43'22" 75.00' 7.04' 14.04' 14.02' N 29°46'37" w p- b w 6 1 1'03'56- 75.00' 7.26' 14.48' 14.46' N 29'36'20" W h Jt j S 7 10'03'32 75.00' 6.60' 13. 17' 13,15' N 19°02'36" W 8 t0°14'13" 75.00' 6.72' 13.40' 13.38' N 19°07'57" W .11, 1211 75.00' 7.30' 14.56' 14.54' S 29°48'44" E p ! !1 (.�® I 1 1°23'57" 75.00' 7.49' 1 4.92' 14.28'!N 29°40'26" W 0- Vj 2'Z' i p 1 1 10'54'26" 75.00' 7.16 1 4.90' 1 4.26' N 18'31'14"-w a Z RS 00, ' ZZ Et 123°41'58"' 41.00' 1 76,62'1 88,52'1 72.30' S 62°55'28" W L "',yW� ';q }, Cp CONCRETE PAVING lww Q LINE DATA a � 2+00 T- z, -a-I3+04O NE-01 __.. 0 _ + OARC 03 _- ________ �V)(n N0• LINE LENGTH LINE BEARING o �QO� � - --- - - - �� ._i ..... --t-- .i -t:, ,.1 _ 1 _ = -9-1 $3.85' N 24-20'03" W ui ♦ f *OAC �02 ._. .:_ V C2 21.87' N 24°35'07" W y bRC p o '~�� C3 431.23' N 24°20'18" W I } �' C4 21.86' N 24°20'1 8" W EXISTING DRAIN INLET WESTCREEK DR. p w * ' C5 56.25' N 24'14'49" W QI 1 224.55' N 24'13'55" W I _7 D2 277.48' N 24°18'30" W N ' F tea' , �� 03 21.79' N 24°04'22" W �L7J _ `, r ct _ .� D4 42.00` N 24°15`03" W I W <> ' DS 21.70 N 23°58'27" W w - - O Q e `' -� a PAVING PLAN , . U O I P • SCALES t^ • 40'-0' v 0 20 40 60 80 SCALE: 1 " =40' H ' STCREEK D. (267 SY) CONCRETE PAVING I �NOSCgp M •""'•+ THE SEAL APPEARING ON THIS 0 a 1 D 9+OD + 12 `�"••+ u °°° �� BY JOE DO BUCHANAN,AUTHORIZED i ARC C8 ARS C9 11+00 ARC CIO AR 11 �tti°.' 1 �'/y '•,.. - Te-2 , T _ qb. � s AED 00 CUNT WI Ho sT�aoPER ' Q I °MNOTIFICATION TO THE RE PONSIBL.E -LTNE C4 ,D .. W: ' C7 Or'LANDDSCUNOERAPEftTi ITEC22ISTEXAS AN'ADtA(NISTRATI YE CODE,CHAPTER 3 a n '-+' LANDSCAPE ARCHI7ECT5. THE RECORD COPY OF THIS DRAWINGN C - - + 'r (F-,�..,, IS ONFILE AT THE OFFICES OF + + + °•• 2 J HALFF A5SOC(ATES, INC. Ct co ,: 0 �' °°• `'`` iR CHAROSON 80XSER 5081'LO r TBPE FIRM ofLO -312 N I RT WORTH ® '® 1 -4 HALFF y y 1 MEN U , UQ' TtSFE:IFf,1 ,3i7 1 _ PARKS AND C034MLEdTY'SFyEV�S 11 aZz i t� c �Texas Deportment of Tronsportotlon " Z S 0 LINE a2 t+00 SLR 6 LINE-,D3 ARC 07 8+00 AR D10 LINE D5 A 9J Z� l � 2014 t-�t9 ,., 1r -. ,., m T ._ t a _ �� _ TYs; ;, I _ , 1. 1 -I---`r , ltt Z WESTCREEK DR. PAVING PLAN A ,. w1_ _ o ARC OS v ARC O A C D9 EZ•1 _%...rr 'a x a LINE 04 F a tat STA 4+00 TO STA 12+00 (C) .1 CJ 1 0 n y � m a, I-,U)N STA 1 +00 TO STA 9+00 (D) t-��I WESTCREEK DR. + w w + °' Ln s +v V V tb y u G O 0 N to N v co+ Ln b. an N �a } O SCALE: I"- 40' SHEET 2 OF 6 m iiaW EXISTING DRAIN INLET ttTl ALFDESIGti vNO� FEDERAL AID PROJECT N0, eINO AY 0 crYP.1 Q GRAPHICS 6 STP 2011 (226) TE N/A N t�tn' d N. ! �t�• HALFF STATE DISTRICT COUNTY SHEET NO. ` W CHECK TEXAS FTW TARRANT 02PAVING PLAN v ; HALFF e ec F CONTROL SECTION Joe 81 SCALE: 1' • 40'-0' HALFF 1 0902 48 1 791 cT I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — I ARC DATA I WESTCREEK DR. "� NO A RADIUS TANGENT LENGTH CHORD CHORD o ' LENGTH BEARING ' F1 I1°38'11" 75.00' 7.64' 15.23' 15.21' N 46°26'36" W ' ARC FS ARC F6 3*00 F2 7°15'17" 75.00' 4,75' 9.50' 9.49' N 48°38'03" W T v� F3 19°57'19" 537.00' 94.47' 2+00 187.03' i$6-09' N 35.01'45" W N - w - T ' TJ- F5 0°46'12" 75.00' 5.34' 10.66' 10,65' S 29'07'26" E A = I __ r 75.00' 7.07' 14,10' 14,OS' 5 27°48'41" E v XAC` n b F6 19°53'57" 539.00' 46.68' 93.13' 93.01' N 17'28'36" W w N ro w F7 7°16'08' 32.00' 21.29' 37.57 35.45' N 25°36'23" E In GI 26°40'12' 447.00' 105.95' 208.07 206,20 N 25°40'21" W G2 10°54'08" 75.00' 7. 16' 1 4,27 14,25' N 13-32'24" W C) 1 0°49'48" 75.00' 7,1 1' 1 4.1 8' 1 4. 1 6 N 13-34'33" W ? 9 '� G4 45°04'29' S5.00' 22.82 43.27 42. 16' N 30'4P3;;" W Nom' F2 ------ F,p 7 G5 7.31`25" 32.00' 21,39" 37.71' 35.57 N 86°59S0W GQO"YYC! I ft (267 SY) CONCRETE PAVING _ ;�P LINE DATA u Q +00 1 G E �, r %P w A tNE p4 ftp Q (267 SY) CONCRETE PAVING %P_ w- NO, LINE LENGTH LINE BEARING a Q� 4 ��LF2 n' ps n9 %P_ VA_ v� FI 13.17' N 39'18'53" W o "'v a `, �p o s ` F2 11,28' N 40'37'30" W tY p� 3 n y+00 _ — - 3*00 �yy� F3 $9.07' N 9°09'05" Y! _J W =- F4 156.94' N 8'01'41" W p �,_ I. , _ - G) 113.65' N 41°44'02" W o o p Ag(� ° 1 G2 54.03' N 9°1 4'39" W f a _ -'_ v M' (01) CURB RAMP TYPE 7 t `O- ' - T - G3 10).43' N 8.05'20" W .V C7 REFERENCE 0 WESTCREEK G4 21.94' N 8°09'38" W RAMP DETAILS s0 v b GS .-. (01) CURB RAMP TYPE 7 22.37' N 53°14'07" W W' tb REFEERENCE o *r , H1 12.41' N 27°35'46" W RAMP DETAILS- - cs m Zl o Y , w� �+ r ` o� P ~� $ 0 20 40 60 80 PAVING PLAN SCALE: 1"=40' a SCALEI 1- • 40'-0' ' �pNDSCgp N . •••`+•.° THE SEAL APPEARING ON THIS O C' �J °•.'7 DOCUMENT WAS dUTF+Cd2t2EG BUCjy ".�C'] BY JOE 0 BUCHANAN R L.A.#2570 •°� ,7 '�� NOTIFICATION DOCUMENT A ON 07/08/2014. ALTERATION 0= A F WITHOUT PROPER 0 (320 SY) CONCRETE PAVING GO SEALED d THE CTIRESPONSIBLE [tN J C7; O E cT'1 AN t 1 - W• -'] C7 OPFENSE UNDER R�TILED 22,STEXAS I ',�` 7- ADMINISTRATIV€ COOE,CRAPTER 3 ANOSAPE ARCHITECTS. THE $ NG *00 W'�S l CREEK •`. e'� (S 0 RECORD AT COPY THE OFFICEIS S OF C 06 - '. 2 HA„FF ASSOCIATES, INC. F4 589�T” -. T •' '�`� RICHARDSON, TX 75081. [j �` 1201 NORTH 80WSER ROAD, A.. � �r. ,6 TBPE FIRM =F•312 I x p �►� ``_�- RT WORTH 11 E 3 �0 ENO � RETAINING WALL 41 NHi`. rAmcsA.NocaAeaUrarrs s T• 11RM--311 AUT V ` E POT o+oo.o '@ exos Deportment of Transortotlon PT 6+37.6 p v t. 2014 �y>►� !! m �' WESTCREEK DR. PAVING PLAN .0 / + o (01) CURB RAMP TYPE 9 d (!J1 REFERENCE RAMP DETAILS BILGRADE RD (F) TO END OF H B I LGRADE RD (G) TO END OF H 0. ------ - 5+00 ARC G3 T ttNF G4 s N t AR ` SCALE: i 40' SHEET 4 OF 6 H/cs a s �` DESIGN FES : FEDERAL AID PROJECT NO, HIGHWAY N C g TDRE�K A v yARC (iA o s„ P HALFF DR. .4 ry -+ '0 •,a' CSP GRAPHICS 6 STP 20111226) TE N/A N V + N Q'ti •� Q� HALFF STATE DISTRICT COUNTY SHEET NO, ' l D o 4 �� TEXAS FTW TARRANT y �, w CHECK 2 PAVING PLAN HALFF e CHECK CONTROL SECTION JOB SCALEI I- • 40'-0 "-'� HALFF 0902 48 791 of I ( - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i +�o I N i vt� r ARC DATA o LtJ(„) r N0. Q CHORD RADIUS TANGENT LENGTH LENGTH BCHORD EARING (J r 12 14.49'58" 735.00' 95.67' 190.28' 189.75' N 16°49'50" W WESTCREEK DR. 13 19°44'40" 426.00' 74.14' (267 SY) CONCRETE PAVING 146.$0' 146.1]8' N 18°06'29' w r 14 9°06'50" 75.00' 5.98' 11,93' 11.92' N 23°25`24" W 100 13#40 - 15 12°39'28" 75.00' 8.32' 16.57' 16,54' N 25°W4 43" W U - T _ t - i -- �_ ARC'GIz r i 6 16'25'42" 75.00' 10,83' 21.50' 21.43 N 39°44'1 8" W 77 8.38'16" 75.00' 5.66' 1 1.31'1 11,30' 5 43'38'01" E � ---- -- �' l _ r (� 12 11°38 54" 75.00' 7.65' 15.25 15.22 N 18 53'28" W O T4+ 3 r 13 11°09 29" 639.00' 62.42' 124,44' 124.24 N 19 OS'1i" W 00 �. 1$'37" 75.00'o 1-- 14 10 _ 13.48' N t8°42'45" W -I Z 15 14°46'39" 75.00' 9.73' 19.34' 19.29' N 16°2$'44" W l 5000 16 11°44'12" 75,00' 7,71 15,36' 15,34' N 3°13'19" W W -- LAI. ` kyj 17 10°49'52" 75.00' 7.11 14.18' 14.16' N 2°46'09" W w / " t, r��w 1 B 3°40'53"1 75.00' 2.41 4,B2' 4.82' N 10°01'31" W I E t NC C6 _ �,< i 16��.w )19120*30'58"1 55 1,00' 99.72' 197.30' 196,25' N 22'07'26" W N w (�a 20 10°31'57" 75,00' 6.91' 13,79' 13.77'IN 40°04'33" W i = a 21 7°48'23" 75.00' 5.12' 10.22' 10.21' N 41°26'20" W -- --- �a 4' �# LINE DATA �d r " NO, LINE LENGTH LINE BEARING 6 177.70' N 8°14'09" W w 0 ARC ARC-1)13 QO N y C7 21.84' N 31°31'28" W _ 101 Q - r C8 35. 1 1' N 39°18'53" W 15 (267 5Y) CONCRETE LI E O6 11+00 ti PAVING r D6 32,39' N 9°05'24" W w (f D7 150,61' N 8°11'05" W ro v ASC Dt2 / 08 28.51' N 34°48'34" W WESTCREEK DR. ` , ` D9 19,91 N 37-32'09" W `! > a T2s0p r N y O tp 07 O a � •v x e Z j o I i3� a Q 0 EXISTING DRAIN INLET (TYP.) r � O 1 PAVING PLAN ' J � 0 20 40 60 $0 I N r a SCALE: 1' + 40'-0' . r SCALE: 1 " =40' (O1) CURB RAMP TYPE 7 a REFERENCE RAMP DETAILS r '17 MDSC I •"••��� THE SEAL APPEARING ON THIS 4 -� i - .•- f1V••°•° �'.•'9� DOCUMENT WAS AUTHORIZED i EXISTING DRAIN INLET LL /S/ L� a •• C ° BY JOE D. BUCHANAN. R.L.A.-2570 r tTYP.) Q+OQ ° Q' ° ON 07/0812014. ALTERATION OF A r WESTCREEK OR, t+R� ,NE (:a I �•' SEALED DocuMENT WITHOUT ROPER I ° � J �•:� NOTIFICATION TO THE RESPONSIBLE -0 (� �Gy LANDSCAPE ARCHITECT IS AN } r i "' Lil• -7 G •n OFFENSE UNDER TITLE 22, TExAS N (IS2 SY) CONCRETE PAVING `) pC: :--# ADMINISTRATIVE CODE CHAPTER 3 L _ ; RECORD COPY OF iH4- fl N • ( fi P H / ^ �JO _ jTfOO. AR C14 1 - - �G=C�f1 .0� '{ N� a I i LANDSCAPE ARCHtTE .G SI OF I W �• RECN THIS LJ-) ��. S 6201E FNORT ASSOCIATES,80 SROAD, ° v V� I T t -- A t5 L1N> o �> p to ARC °T RIGRARosoN, Tx 75oei. L _ �•� ARC 1 --- M v TBPE FIRM -F-312 War 0 0 :4 0 � �>L z 2' t I a RT WORTH Vf H ' _. q N O N i,H eue�sumcacrramss Tnr�.=w.:raga a ow .0 r (01) CURB RAMP TYPE 7 i R _ v r REFERENCE RAMP DETAILS O EV.aaQ I W Texas Deportment of Tronsportotlon + a pis o9 I= 'Ar © 2014 �MrGfl2' 41. I WESTCREEK DR. PAVING PLAN a. (167 SY) CONCRETE PAVING >° s[�r �5* - o ISTA 12+00 (C) TO BILGADE RD W STA 9+00 (D) TO BILGADE RD a IZ N v 0 14+00 i - i L.�HE U � N SCALE: i"- 40' SHEET 3 OF 6 o i _t ARC 019 HDES GNALFF FED.RD. HIGHWAY + b I~ 0 V H0. FEDERAL AiD PROJECT NO. 6 STP 2011 (226) TE N/A 01 o r b �+ ' GRAPHICS rN HALFF STATE DISTRICT COUNTY SHEET NO,' WESTCREEK DR. I CHECK TEXAS FTW TARRANT ~ 02PAVING PLAN I HALFF CONTROL SECTION J013 82 SCALE: i' - 40'-0' CHECK HALFF 0902 48 791 ,f I (