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Contract 60157-FP1
FORTWORTH. -FP1 City Secretary 60157 Contract No. Date Received 8/6/2025 AT NOTICE OF PROJECT COMPLETION (Developer Projects) The Transportation and Public Works Department upon the recommendation of the Project Manager has accepted the following project as complete: Project Name: Northpointe Ph. 9 City Project No.: 103806 Improvement Type(s): ❑x Paving ❑x Drainage ❑x Street Lights ❑x Bridge Original Contract Price: $6,987,390.50 Amount of Approved Change Order(s): $345,754.00 Revised Contract Amount: $7,333,144.50 Total Cost of Work Complete: $7,333,144.50 Arturo�Aug 5, 202511.44:49 CDT) 08/05/2025 Contractor Date Superintendent Title Conatser Construction Company Name ,a&,4&J1qV-,,4Aug5,202511:51:39CDT) 08/05/2025 Project Inspector Date RawTwal- is Icy,n'we,z 5lC12 �cc1 08/06/2025 Project Manager Date jz l 08/06/2025 CFA Manager Date de"'"""'7.` 08/06/2025 Lauren Prieur (Aug 6, 202513:47:08 CDT) TPW Director Date C>S�—� 08/06/2025 Asst. City Manager Date OFFICIAL RECORD CITY SECRETARY Page 1 of 2 FT. WORTH, TX Notice of Project Completion Project Name: Northpointe Ph. 9 City Project No.: 105991 City's Attachments Final Pay Estimate ❑x Change Order(s): ❑x Yes ❑ N/A Contractor's Attachments Affidavit of Bills Paid Consent of Surety Statement of Contract Time Contract Time: 300 WD Work Start Date: 10/23/2023 Completed number of Soil Lab Test: 1976 Completed number of Water Test: 26 Days Charged: 372 WD Work Complete Date: 7/2/2025 Page 2of2 FORT WORTH CITY OF FORT WORTH FINAL PAYMENT REQUEST Contract Name NORTHPOINTE, PHASE 9 Contract Limits Project Type DRAINAGE City Project Numbers 103806 DOE Number 3806 Estimate Number 1 Payment Number 1 For Period Ending City Secretary Contract Number Contract Date Project Manager NA Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 Inspectors D.WATSON / D. RODGERS Contract Time Days Charged to Date Contract is 100.00 7/2/2025 WD 30WD 372 Complete Friday, July 25, 2025 Page 1 of 7 City Project Numbers 103806 DOE Number 3806 Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1 Contract Limits Payment Number 1 Project Type DRAINAGE For Period Ending 7/2/2025 Project Funding UNIT III- DRAINAGE IMPROVEMENTS Item Description of Items Estimated Unit Unit Cost Estimated Completed Completed No. Quanity Total Quanity Total 1 10' CURB INLET 8 EA $3,800.00 $30,400.00 8 $30,400.00 2 15' CURB INLET 7 EA $4,800.00 $33,600.00 7 $33,600.00 3 20' CURB INLET 7 EA $5,800.00 $40,600.00 7 $40,600.00 4 10' RECESSED CURB INLET 1 EA $4,800.00 $4,800.00 1 $4,800.00 5 15' RECESSED CURB INLET 8 EA $5,800.00 $46,400.00 8 $46,400.00 6 20' RECESSED CURB INLET 2 EA $6,800.00 $13,600.00 2 $13,600.00 7 10' NON -STD CURB INLET 4 EA $4,200.00 $16,800.00 4 $16,800.00 8 4' STORM JUNCTION BOX (CO#2) 10 EA $5,500.00 $55,000.00 10 $55,000.00 9 Y STORM JUNCTION BOX 5 EA $16,500.00 $82,500.00 5 $82,500.00 10 4' MANHOLE RISER 2 EA $2,500.00 $5,000.00 2 $5,000.00 11 21" RCP, CLASS III (CO#3) 678 LF $73.00 $49,494.00 678 $49,494.00 12 24" RCP, CLASS lII 1831 LF $83.00 $151,973.00 1831 $151,973.00 13 27" RCP, CLASS III 225 LF $88.00 $19,800.00 225 $19,800.00 14 30" RCP, CLASS III 956 LF $108.00 $103,248.00 956 $103,248.00 15 36" RCP, CLASS III 406 LF $148.00 $60,088.00 406 $60,088.00 16 42" RCP, CLASS III 284 LF $198.00 $56,232.00 284 $56,232.00 17 TXY BOX CULVERT 81 LF $458.00 $37,098.00 81 $37,098.00 18 8'X5' BOX CULVERT 393 LF $548.00 $215,364.00 393 $215,364.00 19 2-5'X T BOX CULVERT 50 LF $556.00 $27,800.00 50 $27,800.00 20 CONNECT TO EXISTING PIPE 8 EA $1,500.00 $12,000.00 8 $12,000.00 21 REMOVE HEADWALL AND CONNECT TO 5 EA $3,500.00 $17,500.00 5 $17,500.00 EXISTING PIPE 22 REMOVE WYE INLET AND CONNCET TO 1 EA $2,000.00 $2,000.00 1 $2,000.00 EXISTING PIPE 23 REMOVE WYE INLET AND REPLACE W/4' 1 EA $6,500.00 $6,500.00 1 $6,500.00 JUSNCTION BOX 23 12" LARGE STONE RIPRAP, DRY 46 SY $115.00 $5,290.00 46 $5,290.00 24 18" LARGE STONE RIPRAP, DRY 243 SY $125.00 $30,375.00 243 $30,375.00 25 24" SET, 1 PIPE 1 EA $3,500.00 $3,500.00 1 $3,500.00 26 30" SET, 1 PIPE 1 EA $4,000.00 $4,000.00 1 $4,000.00 27 42" SET, 1 PIPE 1 EA $7,000.00 $7,000.00 1 $7,000.00 28 TXDOT SW-0 HEADWALL (7'X3') 1 EA $16,500.00 $16,500.00 1 $16,500.00 Friday, July 25, 2025 Page 2 of 7 City Project Numbers 103806 DOE Number 3806 Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1 Contract Limits Payment Number 1 Project Type DRAINAGE For Period Ending 7/2/2025 Project Funding 29 TXDOT SW-0 HEADWALL (8'X5') I EA $20,500.00 $20,500.00 1 $20,500.00 30 TXDOT PW-0 HEADWALL (8'X5') 1 EA $22,500.00 $22,500.00 1 $22,500.00 31 TXDOT SW-0 HEADWALL (2-5'X2') I EA $22,500.00 $22,500.00 1 $22,500.00 32 TRENCH SAFETY 4884 LF $2.00 $9,768.00 4884 $9,768.00 33 3'X2' BOX CULVERT (CO#2) 55 LF $300.00 $16,500.00 55 $16,500.00 34 XDOT PRECAST AREA ZONE DRAIN- STYLE I EA $7,500.00 $7,500.00 1 $7,500.00 FG(CO#2) 35 TXDOT SETB-PD HEADWALL (CO#2) I EA $5,500.00 $5,500.00 1 $5,500.00 36 CONCRETE PIP RAP APRON (CO#2) 16.5 SY $90.00 $1,485.00 16.5 $1,485.00 37 REMOVE HEADWALL AND CONNECT TO 1 EA $4,500.00 $4,500.00 1 $4,500.00 EXISTING PIPE(CO#2) 38 REMOVE AND REPLACE 10' CURB INLET 1 EA $5,800.00 $5,800.00 1 $5,800.00 (CO#3) 39 REMOVE EXISTING 21" RCP (CO#3) 12 LF $40.00 $480.00 12 $480.00 40 CONCRETE COLLAR (CO#3) 1 EA $1,500.00 $1,500.00 1 $1,500.00 Sub -Total of Previous Unit $1,272,995.00 $1,272,995.00 UNIT IV: PAVING IMPROVEMENTS Item Description of Items No. ----------------- 1 6" CONC 2 7.5 CONC PVMT 3 10" CONCO PVMT 4 6" LIME TREATMENT 5 8" LIME TREATMENT 6 HYDRATED LIME @30#/SY 7 Y CONC SIDEWALK 8 6' CONC SIDEWALK 9 10' CONC SIDEWALK 10 REMOVE & RESET RECESSED INLET 11 CONSTRUCT CONCRETE HEADER 12 INSTALL TYPE III END -OF -ROAD BARRIECADE 13 REMOVE BARRICADE & CONNECT TO EXISTING STREET 14 SAWCUT AND REMOVE EXISTING CURB AND GUTTER Estimated Unit Unit Cost Estimated Completed Completed Quanity Total Quanity Total ---------------------- 27100 SY $56.00 517,600.00 27100 1,517,600.00 5965 SY $67.50 $402,637.50 5965 $402,637.50 27950 SY $80.00 ;,236,000.00 27950 2,236,000.00 32800 SY $4.00 $131,200.00 32800 $131,200.00 36320 SY $5.00 $181,600.00 36320 $181,600.00 1036.8 TN $235.00 $243,648.00 1036.8 $243,648.00 2582 LF $22.50 $58,095.00 2582 $58,095.00 495 LF $27.00 $13,365.00 495 $13,365.00 8008 LF $42.50 $340,340.00 8008 $340,340.00 1 EA $6,000.00 $6,000.00 1 $6,000.00 83 LF $30.00 $2,490.00 83 $2,490.00 3 EA $750.00 $2,250.00 3 $2,250.00 13 EA $500.00 $6,500.00 13 $6,500.00 5170 LF $30.00 $155,100.00 5170 $155,100.00 Friday, July 25, 2025 Page 3 of 7 City Project Numbers 103806 DOE Number 3806 Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1 Contract Limits Payment Number 1 Project Type PAVING For Period Ending 7/2/2025 Project Funding 15 BARRIER FREE RAMP, TYPE R-1 14 EA $2,000.00 $28,000.00 14 $28,000.00 16 BARRIER FREE RAMP, TYPE P-1 14 EA $2,200.00 $30,800.00 14 $30,800.00 17 FURNISH/INSTALL ALUM SIGN GROUND 30 EA $650.00 $19,500.00 30 $19,500.00 MOUNT CITY STD. 18 INSTALL STREET NAMES BLADES 15 EA $350.00 $5,250.00 15 $5,250.00 19 INSTALL STOP SIGN 15 EA $50.00 $750.00 15 $750.00 20 INSTALLSPEED LIMIT SIGN 15 EA $50.00 $750.00 15 $750.00 21 4" SLD PVMT MARKING HAS (W) 20179 LF $2.00 $40,358.00 20179 $40,358.00 22 4" SLD PVMT MARKING HAS (Y) 16300 LF $2.00 $32,600.00 16300 $32,600.00 23 6" SLD PVMT MARKING HAS (W) 934 LF $3.00 $2,802.00 934 $2,802.00 24 4" BRK PVMT MARKING HAS (W) 7780 LF $3.00 $23,340.00 7780 $23,340.00 25 6" DOT PVMT MAARKING HAS (W) 570 LF $3.00 $1,710.00 570 $1,710.00 26 8" SLD PVMT MARKING HAS (W) 1200 LF $4.00 $4,800.00 1200 $4,800.00 27 RAISED MARKER TYY 16300 EA $2.00 $32,600.00 16300 $32,600.00 28 LEFT TURN ONLY ARROW PAVEMENT 14 EA $650.00 $9,100.00 14 $9,100.00 MARKING 29 RIGHT TURN ARROW ARROW PAVEMENT 2 EA $750.00 $1,500.00 2 $1,500.00 MARKING 30 CONVERT SLD PVMT MARKING TO BROKEN 7780 LF $2.00 $15,560.00 7780 $15,560.00 PVMT 31 24" SLD PVMT MARKING HAE (W) 131 LF $30.00 $3,930.00 131 $3,930.00 32 10" CROP (CO#2) 450 SY $160.00 $72,000.00 450 $72,000.00 33 4" TYPE B HMAC BOND BREAKER (CO#2) 450 SY $40.00 $18,000.00 450 $18,000.00 36 8" LIME TREATED SUBGRADE (CO#2) 450 SY $12.00 $5,400.00 450 $5,400.00 34 SAWCUT EXHIBIT 287 PAVEMENT (CO#2) 620 LF $30.00 $18,600.00 620 $18,600.00 35 TRAFFIC CONTROL (CO#2) 1 EA $4,500.00 $4,500.00 1 $4,500.00 36 6" ASPHALT PVMT TYPE D (CO#3) 335 SY $72.00 $24,120.00 335 $24,120.00 37 8" CONCRETE BASE (CO#3) 335 SY $68.00 $22,780.00 335 $22,780.00 Remove & Replace 6" Concrete 38 REMOVE & REPLACE 6" CONCRETE 100 SY $90.00 $9,000.00 100 $9,000.00 PAVEMENT (CO#3) Sub -Total of Previous Unit $5,724,575.50 $5,724,575.50 UNIT V: STREET LIGHTING IMPROVEMENTS Item Description of Items Estimated Unit Unit Cost Estimated Completed Completed No. Quanity Total Quanity Total --------------------------------------- 1 RDWAY MUM TY 11 POLE 35 EA $3,000.00 $105,000.00 35 $105,000.00 Friday, July 25, 2025 Page 4 of 7 City Project Numbers 103806 DOE Number 3806 Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1 Contract Limits Payment Number 1 Project Type STREET LIGHTING For Period Ending 7/2/2025 Project Funding 2 RDWAY MUM FOUNDATION TY 1,2 AND 35 EA $1,200.00 $42,000.00 35 $42,000.00 3 NO 6 IS=NSUKATED ELEC CONDR, ALUM. #6 3396 LF $4.00 $13,584.00 3396 $13,584.00 XHHW (CO#2) 4 INSTALL TYPE 33AARM 35 EA $500.00 $17,500.00 35 $17,500.00 5 ATBO-20BLEDE70-MVOLT-R2-3K-MP-NL-P7 31 EA $750.00 $23,250.00 31 $23,250.00 LUMINARIE 6 TYPER R4 LUMINAIRE 4 EA $950.00 $3,800.00 4 $3,800.00 7 2" CONDT PVC SCH 80, OPEN CUT (CO#2) 3396 LF $15.00 $50,940.00 3396 $50,940.00 8 RELOCATE EXISTING STREET LIGHT (CO#2) 10 EA $6,000.00 $60,000.00 10 $60,000.00 9 GROEND BIX TYPE B (CO#2) 13 EA $1,500.00 $19,500.00 13 $19,500.00 Sub -Total of Previous Unit $335,574.00 $335,574.00 Friday, July 25, 2025 Page 5 of 7 City Project Numbers 103806 DOE Number 3806 Contract Name NORTHPOINTE, PHASE 9 Estimate Number 1 Contract Limits Payment Number 1 Project Type STREET LIGHTING For Period Ending 7/2/2025 Project Funding Contract Information Summary Original Contract Amount $6,987,390.50 Change Orders Change Order Number 2 $40,985.00 Change Order Number Change Order Number 2 $118,500.00 Change Order Number 3 $55,900.00 Change Order Number 3 $9,240.00 Total Contract Price $7,333,144.50 Total Cost of Work Completed $7,333,144.50 Less % Retained $0.00 Net Earned $7,333,144.50 Earned This Period $7,333,144.50 Retainage This Period $0.00 Less Liquidated Damages Days @ / Day LessPavement Deficiency Less Penalty Less Previous Payment Plus Material on Hand Less 15% Balance Due This Payment $0.00 $0.00 $0.00 $0.00 $0.00 $7,333,144.50 Friday, July 25, 2025 Page 6 of 7 City Project Numbers 103806 Contract Name NORTHPOINTE, PHASE 9 Contract Limits Project Type STREET LIGHTING Project Funding Project Manager NA Inspectors D.WATSON / D. RODGERS Contractor CONATSER CONSTRUCTION TxLP 5327 WICHITA ST FORT WORTH, TX 76119 DOE Number 3806 Estimate Number 1 Payment Number 1 For Period Ending 7/2/2025 City Secretary Contract Number Contract Date Contract Time 300 WD Days Charged to Date 372 WD Contract is .000000 Complete CITY OF FORT WORTH SUMMARY OF CHARGES Line Fund Account Center Amount Gross Retainage Net Funded Total Cost of Work Completed $7,333,144.50 Less % Retained $0.00 Net Earned $7,333,144.50 Earned This Period $7,333,144.50 Retainage This Period $0.00 Less Liquidated Damages 0 Days @ $0.00 / Day $0.00 LessPavement Deficiency $0.00 Less Penalty $0.00 Less Previous Payment $0.00 Plus Material on Hand Less 15% $0.00 Balance Due This Payment $7,333,144.50 Friday, July 25, 2025 Page 7 of 7 PROJECT NAME: CONTRACT: CFA # CITY PROJECT # IPRC# X-NUMBER FILE # FID # INSPECTOR: PROJECT MANAGER: ORIGINAL CONTRACT EXTRAS TO DATE CREDITS TO DATE CONTRACT TO DATE AMOUNT OF PROP. CHANGE ORDER REVISED CONTRACT AMOUNT TOTAL REVISED CONTRACT AMOUNT PER UNIT REVISED COST SHARE TOTAL REVISED CONTRACT DEVELOPER -AWARDED -PROJECT CHANGE ORDER Northpointe Phase 9 Water, Sewer, Pavinq/Street Siqns, Storm Drain and Street Liqhts 22-0130 CITY PARTICIPATION:1 103806 22-0080 X-27332 W-2834 FID# 30114-0200431-103806-EO7685 NO CHANGE ORDER No: Dennis Rodgers Phone No: 817-471-9351 Ram Tiwari Phone No: 817-392-2237 CONTRACT UNIT WATER I SEWER PAVING I DRAINAGE Developer Cost City Cost Developer Cost City Cost Developer Cost City Cost Developer Cost C $937,145.00 $1,327,013.50 I I $5,550,175.50 I $1,222,770.00 $ 17,160.00 $33,577.00 $954,305.00 $0.00 $1,360,590.50 I $0.00 I $5,550,175.50 $0.00 I $1,222,770.00 $ 118,500.00 I $ 40,985.00 $954,305.00 $0.00 $1,360,590.50 I $0.00 I $5,668,675.50 $0.00 I $1,263,755.00 2 STREET LIGHTS I CONTRACT 1- 1 i DAYS ty Cost Cost City Cost $214,445.00 $0.00 $214,445.00 $ 121,129.00 $0.00 $335,574.00 $954,305.00 $1,360,590.50 $5,668,675.50 $1,263,755.00 Dev. Cost: $9,582,900.00 City Cost: $9,582,900.00 $0.00 REVIEWED By TIWARIR at 9:14 am, Aug 22, 2024 $335,574.00 300 300 0 300 Revised: 10-12-2011 Page 1 Docusign Envelope ID: D9F5B4F9-BF45-413A-BAE2-AAEBCDEOA1F2 You are directed to make the following hanges in the contract documents: CITY BID ITEM I I I I I PAY ITEM # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE TOTAL U 4IT III: DRAINAGE IMPROVEMENTSS 8 3349.0001 1 EA 4 Storm Junction Box $ 5,500.00 $ 5,500.00 33* 3341.1001 55 LF 3'x2' Box Culvert $ 300.00 $ 16,500.00 37* 9999.0008 1 EA Remove Headwall and Connect to Existina Pj�,e $ 4,500.00 $ 4,500.00 34* 9999.0025 1 EA TxDOT Precast Area Zone Drain - Stvle �G $ 7,500.00 $ 7,500.00 35* 9999.0026 1 EA TxDOT SETB-PD Headwall $ 5,500.00 $ 5,500.00 36* 9999.0027 16.5 SY Concrete RID Rao Apron $ 90.00 $ 1,485.00 SUBTOTAL UNIT I: WATER IMPROVEMENTS $ 40,985.00 JNIT IV: PAVING IMPROVEMENTS 32* 9999.0028 450 SY 10" CRCP $ 160.00 $ 72,000.00 33* 9999.0029 450 SY 4" T�pg B HMAC Bond Breaker $ 40.00 $ 18.000.00 36* 3211.0501 450 SY 8" Lime Treated Subqrade $ 12.00 $ 5,400.00 34* 9999.003 620 LF Sawcut Exhibit 287 Pavement $ 30.00 $ 18,600.00 35* 9999.0031 1 EA Traffic Control $ 4,500.00 $ 4,500.00 SUBTOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $ 118,500.00 UNIT V: STREET LIGHTING �ryIe p f��I Elated 3 3441.1408 2191 LF No BRins Eiec Condr, Alum. #6 XHHW N $ 4.00 $ 8,764.00 7 2605.3018 2191 LF 2" CONDT PVC SCH 80. OWn Cut $ 15.00 $ 32,865.00 8* 9999.0032 10 EA Relocate Existino Street Light $ 6,000.00 $ 60,000.00 9* 3441.1501 13 EA 3441.1501 Ground Box Tvoe B $ 1,500.00 $ 19-500.00 SUBTOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $ 121.129.00 TOTAL CHANGE ORDER NO. 1 $ 280.614.00 REASONS FOR CHANGE ORDER Includes quantities for TxDOT Tumlane infrastructure and street light relocations. NO CITY FUNDS INVOLVED IN THIS CONTRACT. DEVELOPER IS RESPONSIBLE FOR 100%OF THE CHANGE ORDER COST AND NO REIMBURSEMENT FROM THE CITY WILL BE SOUGHT BY THE DEVELOPER. RECOMMENDED: Kimley-Hom By: 51i7 av— Name: Brycee/Eckeberger Title: Project Manaqer APPROVED: Lennar HornC�F9535 asi�san nd Construction anedV By: 68C2C4DD... Name: Jennifer Eller Title: Authorized Aqent i APPROVED: Conatser Con jction TX, LP By: Name: Adam Bums Title: Manaqer REVIEWED By TIWARIR at 9:14 am, Aug 22, 2024 Revised: 10-12-2011 Page 2 " N I ,Q J R-24 V j 23 i LEGEND m m / / RELOCA EX STREE / I I T"EEnvm"ouu3an""ms PoLs�sTu�oaxonxrt"uL PROP0SE0 NORTHPD1I TE PHASE B U T OUT OF // ,1 I a • W E (CITY PROJECT ¢1032J3; X-27054) OPOSED RN LA 40 I 3. s 8 o 6 (FOR REFERENCE ONLY) \ 22 & u�o D € , _ R-37 \\ 41 /' 11 12 13 & "xloEx,u�srR" W,H TTRARMR L S \ \ 10 _ "°`°T"`"x' - -em�� ` MATCH LINE SEE SHEET C-111 s E P — PRxED�x w oTMAx w - a 1 \ f 22X - TO \\�. • /� RI_OCK 10' U.E "o III I— I i Es T" TL..Toxvm"wErtouscwvice §� STA 5+22.41 2 20 TA:5+5]fi] F _ 7 MEADOWF:15 ROAD R-23 EADOWFIELD ROAD #y}' / \ '!I OFF:155.J8'LT 3 FF:21.42'LT +` W RELOCATE EX S / 20 \\\ `9y \�\ (POLE BASE 22 WITH4 R-22 -J OLE BASE 23 WITH "oaosEO Taervsro"mE" oxn"msYtous a�wsEE C z 5 RRQPOSED a?ROUT tANS- \\ FL \ TYPE 2 uMN 19 YPE R2 LUMIiARE Q _ p"oaoseo we corvouxvnT"a"Evlous a"ue BLOCK B 19 \ 9, \\\� R LUMINA ROE III llll- L'II STA:3 5'.01 , SUAYMRY OF TOTAL LONDURAND CABLESol go /. MEADOWFIELD ROAD "I"" a: n 6+2t.sJ \\ OAR / OFF:16.00'RT OVERHEAD z n `22 `TITAN SPRINGS DRIVE 8 9 TITAN SPRINGS DRIVE \ \ / V� 18 POLE BASE 21 WITH RUN NO. (OH)SORE On { `� 'I'NG ".35 \ OFF 1fi.00LT \ S // TYPE R2 LUMINARE SIZE LENGT1 t-0 (9) TRENCH m N a SPAULDINC STREET OFF:ifi.00'LT 7 POLE BASE 7 WITH 17 10' U E _ OFF. 16.00'RT POLE BASE 6 WITH 10 TYPE R2 LUMINARE \ m s POLE BASE 28 WTI TYPE R2 WMINARE \ 1 R-21 E o7K _ HO TYPE R2 LUMINARE \ 3 4 /��% \ \ 1\ 16 /7BIL Fi A 17 1, 1 s LOCK 2 R-6 _� 12 .IAtG+sB 1 R-28 10' U.E. i��` 13 TITAN SPRINGS DRIVE SCHRAM ROA �� OFF' OOTT OFF:20.46'R 25 26 i OR\�� POLE BASE 34 WITH < 16 R-] 2" 9 T 3 n N POLE BASE 4 WIT 23 24 SpR\NOS ;� �� \R 34 14 TYPE R2 WMINARE // p III 1 1 o YP E _ _ S\t PN _ x 27 15 / 1 w•9 z^ s T 25 \ \\ / 6 W SIA 115 i6 I R-20 2" 9 T 3 a • _ _ -- 21 A. 52 24 Z 28 �` / / ¢ +LT R-11 2" 9 T 3 n R-5 23 y \� / R-20 MEAOOWFlELO ROAD Wlz 2" 9 T 3 ■� 22 29 / 5 OFF�zO.zsiT Y 21 S \ <\\ POLE BASE 20 WITH 1 1 R-b 2" 159 T 3 r R-4 20 TITAN SPRINGS DRIVE SO \ �\ \ `\` 4 3 2 1 T1PE a wMIN RE 1 R-ss z^ 9 T 3 �10' U.E. 18 19 OFF:1600'RT R-35 STA: 02.0 III\ 14 I R-16 2" 9 T 3 1 16 17 POLE BASE 5 WITH YELLOW PINE AVENUE 31 7)jq c I R-17 1 20 15 STq.2+59 t9 P uMIN IA37 POLE B.B2'LT N$P � R-19 --_L 2" ]8 3 E II'L.'I YELLOW PINE AVENUE F R 38 POLEBASE 35 WIR1 32 /^�\ 'Q/NC$-wiOFF. 16.00'LT RF 39 TYPF R2 I UMI A / / D/tT/� - I I 1 R->9 2" 9 T 3 n T 19 POLE az swurmAaE 41 40 �� 36 / // 6 �� �/ / 13 1 R-m x" 133 R-3 __ R-21 z" 9 T 3 S} 6'< 42 R-9 335 �i \10' U.E. _ 1 -_ —_F1,1T �/ I I R-zz z^ 9 T 3 as } y a 1 18 14 BLOCK C 43 �C\ YELLOW SPINE AVENUE 5 7 R-Yf 2" 9 T 3 �Gj stzCE _Sf°yw`"pi I� �'F 10' U.E. k VENV� ���• 34 PILE S. MIT 8 12 1 I wb 2• y T 3 bxAl f 0&02/24 L I SS PILE BASE es uuwaRr 9 10 1 _x^ 17 13 OW R-26 2" 9 T 44 YELL BLOCK D \ /• SIA 1 R-27 z^ s T 3 R 10 / / ��'� 8 9 \ \ %/ BLOCK G DFF(16500'LTCS ORI R-b 2" 361 T 3 o < m T m 1 10' U E. \R-8 4X - HOA 'S 16 12 (, 7/% - HOA / SIA tl+s566 POLE BASE 19 VATH I R-30 2" 1 45 \ 10 // 3 YELLOW PINE AVENUE _ _ R-31 2" 9 T I I 'TA' 1+DO Dl 6 C OFF' 16.00'RT .�T IE 1" 9 T 3 a o 5 STA: 9+39 B 15 1 \ \ TOOLEY DRIVE \ 11 \ \ ip 2 POLE BASE 18 WITH T � SCHRAM RDA \ \ 11 OFF:16.00'RT \ 5 12 \\ A 2 IE 2" 9 T 3 0 F.I6.OD'R \ N \ \ POLE BASE 10 WITH \ 1 TY IiIMINARF ! I I a P. 2" 9 T 4 Z POLE BASE 3 WIT 14 \ nZ \ TYPE R2 LUMINARE 46 �\ 4 / ' / R-35 2" 53 T 5 TYPE E2 LUMINAR P / \ T 3 10 47 \ \ l � 3 � \ � ' Ir � � R-3] 2" 38 T 3 �•� 13 \�\\ 9 RSIA1t+Stl.1 48 \\ OU(er0 \ 2 OHO // 8 \ 9 ` R-39 IL 2" 38 T 4 \ \ � _ ` - TOOLEY .1 2" 3R T 5 _ J Caeu i64ALS IFi1 1395 /�f \\PV 12 \ POLE BASE 11 WIT O / 10 U.E. 10------------------k - I TOTALCONDUITQUANT (Fn TRENCHFORT'C0,1311 11S v \� TYPE R2 111 AR R-17 r 11 7 50 51 \ yJ� / 7 11 � - � 1 I uMMARvo rAL POLES grvD LLNIru J 6 \ 12 I B I IPOLEOWA=FTO %IRE w 10 \ \ 52 6 YELLOW PINE AVENUE _ _ - - - U, SCHRAM ROAD \ \R-1 5 5 BLOCK F OFF.16.00'RT POLE TYPE '�TTE 11 N Ft OFF' 1fi 00'RT g \ 53 \ POLE BASE 17 IWTH LUMINAIRE TYPE w g S \\\TPOLE BAYPE R2SwMINARE 6 \\ 4 3 R-12 R-16 TYPE R2 LUMINARE FUTURE NORTHPOINE REq A3K MP NL P]qO ``FOUNDATION TYPE �9N�1�p 'PE 1 \ 10' U.E. \ 3 - (FOR REFERENCE ONLY) - - - - �1 R11YklUNRE9WI>�j� 3+ 2 i o //(' T00� ` ;. 2 - - - - V'�I�AL UUMINNAP11RRE Q ANNmmNIIIY ss \\ Frog R-13 \ I TYPE MARMQUANRn STA:1 O+56.10 I- - - - ' R ( \ \ SCHRAM ROA \ TOOLEY DRIVE 8 R-14 KELLUM STREET - - NOTES N \ \ \ OFF 16.00'R 4 \ / OFF:1100'LT O KELOFTLU OSTR �Qt POLE BASE 1 WIT \ POLE BASE 12 WITH 7 \ \\� POLE BASE 16 WITH 1 STORM DRAIN LINES ARE SHOWN FOR REFERENCE ONLY REFER TO CIVIL Z Mj j \ TYPE R2 LUMINAR TYPE R2 LUMINARE ///,�\\ DRAWINGS FOREXACTLOCATIONB F ! 3 \ 6 ` ` ��J TYPE R2 LUMINARE 2 ALL CONDUIT SHALL BE 2' SCHEWLE 60 PVC O j / SIA'tllll///4 3 ALL CONDUIT SHALL BE SCHEXLE W BURIED AT A TOP DEPTH OF 36" W F \ \ 2 TOOLEV DRIVE 5 _ _ ALL LIGHTING SVBTEM MATERIALS MUST BE APPROVED BY CFW LIGHTING Z 4 DEPARTMENT(CFW LIGHTING APPRWED PROXCTS LIST) \ BASE NTH \�� 5 CALL BI]-11121 PRIOR TOANY STREET LIGHT CONSTRUCTION T Q , U UL FUTURE NORTHPOINE \ / OLE BASE 13 WITH 4 \ _ INCLUDING CONDUITS 2 U c (FOR REFERENCE ONLY) \ \ X°u\\` \ \ LOCK 3 2 Ir _ - J 6 DEVELOP ER RESPONSIBLE MR INSTALLATION OF STREET LIGHTS SHXMJ !!WARNING!! = O z STA:1D+54.10 = 1 ONTHISPIAE STREET LIGHTS MUST BE OPERATIONAL PRIOR TO PROJECT Ay IL TQ TOOLEY DRIVE 1j ] STREACCEETLIGHT CONSTRUCTION SHALL BE DONE BY A CITY OF FORT WGRTH LL FU K� OFF. 20. 42'LT /+ 366 PRE,QUALIFIED STREET LIGHT CONTRACTOR O f POLE BASE 14 lWTH RATION FOR BTREET LIGHT STRUCTURES SHALL BE 24" Z �ocAnoN .1 ALL WbllNo unuilEOW1n1 1 KELLUM05TREET B ' \ CONCRETE FOUN iHEPROVmER PRlat To 6TARioF a \ \ / TYPE R2 LUMINARE X FROM FACE OF CURB TO FACE OF PIER coxsla D.NSER.1u CM U[LY E REVIEWED \ FUTURE NENCE OIL �/ OFF�I6.DO 1 - 9 STREET LIGHT FOUNDATIONS HALL BE INSTALLERS' FROM WATER LINES X�\ / 7 (FOR REFERENCE ONLY) \ / POLE BASE 15 WITH - 1 ALL STREET LIGHT CONDUIT SHALL BE INSTALLED BETWEEN THE BACK OF -_ By TIWARIR of 9:14 777g 2024 y\ \ \ \\ / \ / T1PE R2 wMw RE / D CURBANO ROW ALL CCNXIT SHALL MAINTAIN MINIMUM OF I'PRD SHEET NUMBER \/ SEPARATION FROM PROPOSED STORM DRAIN IMPROVEMENTS 11 ALLOPENSPACEIHOA LOTS BHALL BE PRIVATELY WINE AND -` `y/ X X( R-15 \ M4INTAINEOBVTHEHOAAEVELOPER x O C-110 R1 m� `a 8 ��o g �j mb�m an$D os H H N—cob ggoo m a��mo A 68 °im.-gj-H �o;az n `mg^9no9-- Z 4e=HM 0 6 -'I� II I I I I NE —AD DRIVE 1 I I zHF �x A�� ➢ II I u� I I a I I I I I ,I I LITTLE TREE DRI KHA PROJECT 06 DATE >> 1 Kimley Horn NORTHPOINTE APRIL2024 a��' i PHASE 9 STREET LIGHT PLAN SCALI AS SHDWN _[ ®?Dp4 NMLEY_HGRN AND A55DGAll ING CITY OF FORT WORTH Omwm aY: CEL Elf 13455 NOEL IROAD. SUITE ]00, DALLA6. T% ]5240 TARRANT COUNTY, TEXAS oxavm er cJH f� Ffyy Eg :_ PHONE o]z�."IMuY_Ho n coM z3e 3azo arr"m Ar RTr i3 `YA•• w� TEXAS REGISTERED ENGINEERING RRM I-SM is isa a In 0 o A A RELCG E No. EYSTR—LIGHTS REVIEoNE 4 o5= ITE DATEBY B U 287 TURN LANE PLANS FOR TXDOT ACCESS PERMIT AT NORTHPOINTE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ENGINEER Kimlep Horn 13455 NOEL ROAD STATE OF TEXAS TWKIGALLERIATOWER REGISTRATION NO. F-928 SUITE 700 DALLAS, TEXAS 75240 TEL (972)770.1300 CONTACT BRYCE ECKEBERGER, P.E. OWNER/DEVELOPER LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. 1707 N. MARKET PLACE BLVD., SUITE 100 IRVING, TX 75063 TEL (903)821-21M CONTACT ANNIE HEPNER IQ KRoww ars below. C811 before you dig. GENERALNOTES 1) ALL CONSTRUCTION WITHIN THE STATE RIGHT OF WAY WILL REQUIRE COMPLIANCE TO TXDOT STANDARD SPECIFICATIONS, STANDARD PLANS, AND TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2) SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 1, 2014 AND SPECIFICATION ITEMS LISTED AS FOLLOWS SHALL GOVERN ON THIS PROJECT FOR ALL WORK WITHIN THE STATE RIGHT OF WAY. 3) THE STANDARD SHEETS, SPECIFICALLY IDENTIFIED IN THIS INDEX OF SHEETS, HAVE BEEN SELECTED BY ME OR UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. 4) BY SEALINGAND SIGNING THESE PERMIT PLANS ASA PROFESSIONAL CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, I CERTIFY THAT THE PROPOSED DRIVEWAY OR PUBLIC STREET CONNECTION(S) TO THE STATE ROADWAY MEETS OR EXCEEDS THE MINIMUM STOPPING DISTANCE REQUIRED FOR A POSTED SPEED OF 60 MPH, BASED ON THE MOST RECENT TXDOT DESIGN MANUAL REQUIREMENTS. 5) FULL -DEPTH SAW CUT JOINTS MADE FOR REMOVAL OF EXISTING STATE FACILITIES. LOCATION ° — ® � HERITAGE TRACE BLVD. nn N c W*E S \ VICINITY MAP SCALE 1-2,000• SEPTEMBER 2023 THE PURPOSE OF THESE PLANS IS TO OBTAIN A TURN LANE PERMIT FROM THE TEXAS DEPARTMENT OF TRANSPORTATION TO GAIN ACCESS OFF OF BU 287/N SAGINAW BLVD TO OUR PROPOSED DEVELOPMENT. 09/25/2023 SHEETINDEX SHEET SHEET TITLE NUMBER TX-01 COVER SHEET TX-02 GENERAL NOTES TX-03 SURVEY PLAN TX-04 SURVEY PLAN TX-05 PAVING & GRADING PLAN TX-06 AUTO TURN EVALUATION TX-07 PAVEMENT MARKING PLAN TX-08 STORM PLAN & PROFILE TX-09 STORM PLAN & PROFILE TX-10- TX-21 BC (1-12)-21 - BARRICADE AND CONSTRUCTION DETAILS TX-22 EC(1)-16 - TEMP, EROSION, SEDIMENT & WATER POLLUTION CONTROL TX-23 EC(3)-16 - TEMP, EROSION, SEDIMENT & WATER POLLUTION TX-24 EDGECON - TREATMENT FOR VARIOUS EDGE CONDITIONS TX-25 PAZD-20 - PRECAST AREA ZONE DRAIN TX-26-TX-28 PM(1-3)-22- TYPICAL STANDARD PAVEMENT MARKINGS TX-29 - TX-30 SETBPD-22 - SAFETY END TREATMENT FOR BOX CULVERTS TX-31 SMD (GEN)-08 - SIGN MOUNTING DETAILS, SMALL ROADSIDE SIGNS TX-32 TCP(2-1)-18 - CONVENTIONAL ROAD SHOULDER WORK TX-33 TCP(2-3)-23 - TRAFFIC SHIFTS ON TWO LANE ROAD TX-34 TCP(S-1)-08A - FOR SURVEYING OPERATIONS TX-35 WZ (RS)-22 - TEMPORARY RUMBLE STRIPS TX-36 TE(HMAC)-11 - TAPERED EDGE DETAILS TX-01 GENERAL NOTES 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATION THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATRAND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA, AND THE CONTRACTOR SHALL HAVE THE FULL RESPONSIBILITY FOR REVIEWING ANDCHECKIN ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND FOR PREPARING ANY DAMAGE THERETO RESULTING FROM THE WORK THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED INTHEDONTRACTPRICE THEOTIFYANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 40 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION 2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, UTILITY POLES, ETC DURING CONSTRUCTION 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF FORT WORTH STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS IN C T C O G ) STANDARD SPECIFICATIONS UNLESS NOTED OTHERWISE 4 THE OR IS SOLELY RESPONSIBLE FOR PERFORMING ALL CONSTRUCTION LAYOUTS AND STAKING FROM THE SITE LAYOUT CONTROL POINTS, AND FROM THE DIMENSIONS AND CENTERLINES SHOWN THE CONTRACTOR MUST NOTIFY THE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK NO SEPARATE PAY 5 THE UTILITY CONTRACTOR AND STREET CONTRACTOR ARE TO NOTIFY THE CITY INSPECTOR FOR THIS PROJECT AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION 6 THECONTRACTORSH ED TTOLHE EOEXNEER FOR NG CONDITIONS PURONG THE POSES POSES PRIIORRTOPROUECT CONSTRUCCTTIIONCORIS PURPOSES. WORK SHALL BEOCPONSI CONSIDERED SHALLBESUBMITTSUBSIDIARY TO THE COST OF THE PROJECT H 7 THE CONTRACTOR SHALL COORDINATE WITH THE CITY DF FORT WORTH A MINIMUM OF 46 HOURS PRIOR TO CUTTING OR CONNECTING EXISTING UTILITY LINES PUBLIC WGRKS DEPARTMENTS PERSONNEL SHALL DETERMINE THE MOST APPROPRIATE TIME FOR THESE ACTIVITIES TO TAKE PLACE 6 THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND DRIVEWAYS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION AT ALL TIMES 9 THE CONTRACTOR SHALL REVEGETATE UNPAVEDAREAS DISTURBED BY CONSTRUCTION PRIOR TO ACCEPTANCE OF THE PROJECT —EGETATION SHALL CONSIST OF SEED SOWING, STRAW MULCHING, FERTILIZING AND WATERING REVEGETATION SHALL BE ACCEPTABLE WHEN VEGETATION ACHIEVES ONE (1) INCH IN HEIGHT, WITH 65%COVERAGE AND NO GREATER THAN 10 SQUARE FEET BORE 10 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS ANY REQUIRED TXUOT PERMITS WILL BE PROVIDED TO THE CONTRACTOR AT THE PRECDNSTRUCTIDN MEETING 11 IT ITHECONCLUSIONCONTRACTORS OF HE PROJEBCT,THE CONTNRAAIN A CTOR SHALLAND ROVDE TTHECTYY FULLLL SIZES REPRODUCONSTRUCTION IBLEE MARKUPIS THAT RECORD AL CONSTRUCTION DEVRTING FROM HE PLANS UTILITY NOTES 1 CONTACT ALL FRANCHISE UTILITIES AT LEAST 4B HOURS PRIOR TO BEGINNING CONSTRUCTION SO THAT THE LOCATION OF UNDERGROUND LINES DAN BE MARKED 2 CONTRACTOR SHALL EXERCISE CAUTION AND MAINTAIN A CLEAR ZONE OF AT LEAST 6 FEET BETWEEN THE CONTRACTOR'S EGUIPMENT AND ANY POWER LINES CONTRACTOR SHALL TAKE ALL NECESSARY BRACING AND SHORING MEASURES TO PREVENT ANY DAMAGES TO POWER POLES 3 PUBLIC AND FRANCHISE UTILITIES WRING THE CONSTRUCTION OF THIS PROJECT ALL MANHOLES, CLEAN-0UTS, AND OTHER APPURTENANCES SHALL BE ADJUSTED TO PROPER LINE AND GRADE BEFORE FINAL ACCEPTANCE BY THE CITY 4 ALL WATER VALVES, GAS TELEPHONE, CABLE AND POWER LINES TO BE ADJUSTED SHALL BE ADJUSTED BY OTHERS 5 THECOOR IS RESPONSIBLE TO PROTECT ALL WATER AND SEWER LINES CROSSING THE PROJECT T HALL REPAIR ALL DAMAGEDD ESIMMEDLATELY ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARE SUBSIDIARY TO THE WORK 6 THE CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE TRAFFIC CONTROL NOTES 1 THE TRAFFIC CONTROL PAY ITEM INCLUDES ALL ITEMS NECESSARY TO PROVDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE TEXAS MANUAL OF TRAFFIC CONTROL DEVICES (TMUTCD) AND THE PLANS THE ITEM INCLUDES, BUT NOT LIMITED TO, CONSTRUCTION SIGNAGE, TRAFFIC CONTROL DEVICES, TEMPORARY PAVEMENT MARKINGS, BARRICADES, ETC 2 A TRAFFIC CONTROL PLAN MUST BE SUBMITTEDTED TOAND ALLBED BY THE SIGNED AND APROFESSIONAL ENGINEER AND THE CITY OF FORT REGISTERED PUBLIC ROABEIRED IN SUBMIT THE TRAFFIC CONTROL PLAN A MINIMUM OF TEN (10) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION THE CONTRACTORS PLAN MUST BE APPROVED PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE PUBLIC STREET RIGHTOF-WAY 3 TRAFFIC CONTROL DEVICES AND SIGNAGE WILL BE REQUIRED FOR ALL CONSTRUCTION WITHIN THE PUBLIC ROW DEVICESSHALL CONFORM TO THE INSTALLATION IDENTIFIED IN THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS CURRENTLY AMENDED 4 IF THE CONTRACTOR DAMAGES EXISTING SIGNAGE, HE SHALL REPLACE THE SIGNAGE TO EQUAL DR BETTER CONDITION AT THE CONTRACTOR'S OWN EXPENSE 5 CONTRACTOR SHALL BE RESPONSIBLE FOR NIENNIING SAFETY AT PUBLIC AND SAFETYOFTOT HE PROJECT AREA, PROPERTY THE PERSONAL SAFETY OF THE CONSTRUCTION CR s ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORMPUBLISHED pTO THE H EINSSTAS DEPARTMENT SHOWN IN THE BANS ORT'n'TDN L OF UNIFORM TRAFFIC CONTROL DEVICERAS CURRENTLY AMENDED, EROSION CONTROL NOTES 2 CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER CONSTRUCTION ITEMS ON ADJACENT PROPERTIES OR 1 CONTRACTOR SHALL PROVIDE PROTECTION AGAINST EROSION AND STORM WATER POLLUTION AS PER ITEM 2DI DF THE STANDARD RIGHTPGF-WAY WITHOUT THE PRIOR WRITTEN CONSENT OF THE PROPERTY OWNER OR THE CITY (FOR R O W) ALL CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH THE N C T C D G GUIDANCE MANUAL ENTITLED STORM WATER QUALITY BEST MATERIALS TO BE REMOVED SHALL BE DISPOSED OF AT A LEGAL DISPOSAL LOCATION OFF SITE, UNLESS WRITTEN APPROVAL IS MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES -NORTH CENTRAL TEXAS. BTAINE FROM THE PROPERTY OWNER AND THE CITY THE CONTRACTOR MAY DISPOSE OF CONCRETE AND ASPHALT AT THE CITY'S STOCKPILE WITH PRIOR APPROVAL FROM THE CITY 2 EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY SOIL DISTURBING ACTIVITIESAT THE PROJECT SITE 13 ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE AL MATERIALS ENCOUNTERED UNUSABLEEXCAVAHDMAHRIALRESULTINc 3 HTHEY CONTROL DEVICES SHALL BE INSPECTED WEEKLY AND AFTER MAJOR RAIN EVENTS TO ENSURE AT A FROMSITE CLEARING ANmDMGRUBBINEXPENSE UNLESS OTHESE SHALL BE DISPOSED GREED TO OFOT NET DISPOSAL FACILITY OFF SITE BY THE CONTRACTOR AT HIS FUNCTIONING PROPERLY WR 14 THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST CONTRACTOR SHALL CONTROL DUST BY 4 SEDIMENT SHALL BEWREMMN REOLMOMTHE EEROSIIOOIN CONTROL STONE DEVICES MEN THE DESIGN PLACEDCAPACITY HAS BEN RIEDUCEDBY S IN THE SPRINKLING WATER, OR AS APPROVED BY THE CITY ENGINEER ONE TH MEN ROCK BECOMES CLOGGED WITH SEDIMENT 1' CONTRACTOR NSIBLE FDR PROTECTING ANY IRON R.-OUTSIDE OF THE RDW DURING THE GUURSE DF CONSTRUCTIONANY IRON RODS DISTURBED WRING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO EXTRA PAY 5 IFA CERMUSS BE REPROL LACOIR MCE IOOIFOIEDUINATIWRIONNG PTEE STORM WATLY TO IERNPOLLURT ON PNOF LAN SHASILL SIESEEDIISED TOTIINDICA�EE THE 16 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SURVEY MONUMENTS SHOMM ON PLANS CONTRACTOR SHALL BE CHANGE RESPONSIBLE FOR ALL REQUIRED CONSTRUCTION SURVEYING 6 OFF -SITE ITE MATERIAL STORkkGEABILIVED AREAS USED DSOLELBEADTHE GRESSEPERMITTED PROJECT (I E, OFF -SITE HE ST COAT RPOLLUSOIIL BORROW OR SSPOIL SITES) ARE iT THE CONTRACTOR SHALL LOCATE AND VERIFY THE WORKING CONDITION OF ALL EXISTING SPRINKLER SYSTEMS AND PROTECT ALL ADNSIDEREAS FDAPAALL BE TT OFTHE WITHELT PERMND SNTGRBE ADI ERPRIORTOFINALAPPROVAL OFTHEPROJECT EXISTING SPRINKLER SYSTEMS (LINES AND HEADS) THE CONTRACTOR SHALL REMOVE, REINSTALL AND ADJUST SPRINKLER SYSTEMS IN GOOD CONDITION THE CONTRACTOR SHALL REPLACE THE SPRINKLER SYSTEM, IF IN DIRECT CONFLICT WITH PROPOSED CONSTRUCTION, WITH THE SAME OR BETTER QUALITY MATERIAL AND APPURTENANCES DAMAGE TO EXISTING IRRIGATION SYSTEMS T LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM O EQUAL OR BETTER CONDITION THAN WHICH IT WAS FOUND BEFORE CONSTRUCTION ACTIVITY WAS BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES UNDERTAKEN THIS WORK SHALL BE SUBSIDIARY TO CONTRACT AMOUNT e STABILIZATION MEASURES SHALL BE INITIATEDAS SOON AS PRACTICABLE IN PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION PAVING NOTES ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED 1 HE CONTRACTOR SHALL BE RESPONSIBLE FOR HE COST OF AL TESTING NOSEPARATEPAY PAVEMENT MARKING NOTES 2 ALL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST(ASTM , THE CONTRACTOR SHALL PROVIDE PROPER PAVEMENT MARKINGS IN ACCORDANCE WITH THE CITY SPECIFICATION AND DETAIL DSBS) AT A MOISTURE CONTENT BETWEEN NEGATIVE 2 AND PLUS 5 PERCENTAGE POINTS (-2 TO -5) OF OPTIMUM MOISTURE CONTENT SHEETS INCLUDED IN THESE PLANS ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE INSTALLED USING AN APPROVED FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8-INCHES IN UNCOMPACTED THICKNESS UNCOMPACTED THERMOPLASTIC MATERIAL THICKNESS SHALL BE REDUCED TO 4-INCHES IN SACKFILLZONES LOCATED UNDER PROPOSED PAVING g 4 AXIMU MDRVDENSITYASDETERMINEDBYTHESTANWROTESTMETHODOF MOISTURE DENSITY RELATIONS FOR SOILLEMENT MIXTURES (ASTM DSN) ATA MOISTURE CONTENT BETWEEN NEGATIVE 2 AND PLUS 4 PERCENTAGE POINTS (-2 TO-4) OF OPTIMUM MOISTURE CONTENT 5 MAN HOLES ANDVALVE BOXES SHALL BE BLOCKED OUT IN PAVED AREAS ROADWAYPAVEMENTCONSTRUCTIONISTORUN @( CONTINUOUS 5 S PPLICABLE, THE CONTRACTOR SHALL PROTECT NEW AND EXISTING PAVEMENT BY PLACING RUBBER MATS OR EARTH ON THE PAVEMENT TO PROTECT IT FROM TRACK MARKS AND'OR CRACKING DURING CONSTRUCTION (NON -PAY ITEM) LLP EXISTING ANOOR PROPOSED STORM SEWER PIPE, WHICH IS IN THE PROPOSED WBGRADE o Y OHRINNGGTTEASUBGRADE STABILIZATIONYPROCESS 5 S ALL EFFORTS SHALL BE MADE TO AVOID DAMAGE TO EXISTING TREES THAT ARE TO REMAIN TREES SHALL BE TRIMMED AND PAINTED 8 ONLY IF NECESSARY FOR HE SAFE MANEUVERING OF CONSTRUCTION EQUIPMENT HE CONTRACTOR SHALL NOT SNAG ORTEAR ROOTS CONT"'TORSHAL CEIVE PRIOR APPROVAL FROM THE CITY PRIOR TO PRUNING OF TREES AND SHRUBS THIS WORK SHALL BE PERFORMED BY A CERTIFIEDARBORIST OD12II2023 TX-02 0 40' i—� GRAPHIC SCALE 40' 11 Al Al X X 8I ol EXISTING TXDOT R.O.W. _ 120' RIGHT TURN TAPER I — � CAUTION!! EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND VERIFY EXACT LOCATION AND DEPTH PRIOR / TO CONSTRUCTION 7� N SAGINAW BLVD NB I w (BU 287) L LEGEND' S — — RIGHT DF WAY U _ PROPOSED BU297 PAVEMENT\MDENING w LLLILI W HERITAGE TRACE PARKWAY PAVEMENT WIDENING N SAGINAW BLVD SB U Lu _ (BU 287) 198' RIGHT TURN bRATION _ Z EOECE I X X X n \ X- REMOVE AND RESET EXISTING GUIDE SIGN TORTHING: 7013195.90 ASTING: 2306631.74 X 09252023 o V acR P F Q � S X — X X BOND eEHM cAIER L� ado LL STEVEN R. CARIA O -gym 6' LIMET TREATED VAN ZANDR FARMS ADDITION I 3 8= 1R1 ^ ham=w ----------- I — _ — — — — In o y ,v, y, IV i w N SAGINAW BLVD NB o _ (BU 287) F 7 12745.38 w �NORTHINC. �� EASTING: 2306971.20 W ��� ��T U N SAGINAW BLVD SB ,�, •�, o \ Z 122' RIGHT TURN (BU 27) \ J DECELERATION _ AGE _I U Q g" X _ X X X F 8 CONTRACTOR TO REMOVE AND STEVEN R. CARIA RELOCATE EXISTING POWER POLE y� s I VAN ZANDR FARMS ADDITION 1R�J a I I } EXISTING TXDOT R.O.W. OHE I'HE / r�O STEVEN R. C/ARIA VAN ZANDR FP,S ADDITION LOIr 1R2 /^ os?ow BU 287 PAVEMENT woW� (MATCH EXISTING. CONTACT qw w ENGINEER IF DIFFERENT SECTION IN r 0 rc FIELD) ® 4 0 � � r Y BENCHMARKS &$ o Q w BM R H946 ABOUT 1.1 MILES NORTH ALONG THE GULF, COLORADO AND SANTE FE RAILROAD FROM THE STATION AT HASLET, 9.0 FEET SOUTHWEST OF THE FIFTH POLE NORTH OF MILE POST 353, 49.0 Z FEE TV&STOFANDABOUT4.0 FEET LOWER THAN THE CENTER Q LINE OF THE TRACK, 29.0 FEET J EASTOF THECENTERLINEOFA IL ROAD PARALLEUNG TRACK, 30 FEET EAST OF THE RIGHT OF WAY >- FENCE ANO 1.0 FOOT NORTH OF A LLI 4X4 MARKER POST. A BRONZE DISK > STAMPED H 94S 1946 SET OM THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE Z) GROUND ELEV=]O6 S' (n BMN162 ATTHEINTERSECTION OF BOAT CLUB RD. AND HALTONIBAILEY-BOSWELLRD.ON QQ THE EAST CB. OF BOAT CLUB RD. B6't SOUTH OF THE SOUTH CB OF LLI (n F X F of W HALTO'SAILEY-BOSWELL RD. 1.0' Z Z OFF THE FACE CB.IN THE CENTER Q 3 } OFA fO REC. INLET ELEV =83].90' O J F Z D_ D_ It BMp160 ONTHEEASTCB.UNE _ 0 0 OF BOAT CLUB RD. OPPOSITE PRIVATE DR TO EAGLE'S POINT Q 0 Z APM. AT THE NORTH END OF A 3a DONC DR. IN CEN. OF A 20 REC INLET APPROK24.SSOU7HOF 0 /� f Z H 0 PR OJECTEDCENTERLINE OF PRIVATE DR TO APTS SET FLUSH IN TOP CURB AND 1.0' OFF FACE CB. ELEV. e07.4S' TX-03 ROW 3CAUTION!! EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION —114' ROW ROW 11' 13.5' 12' 18' SHLDR 12' 12' 12' 12' SHLDR _ 11.5' 2% 29, 2:1 SLOPE 2.1 SLOPE 6:1 SLOP'E`::�� EXISTING TYPICAL SECTION NTS BU 287 PAVEMENT (MATCH EXISTING. CONTACT ENGINEER IF DIFFERENT SECTION IN FIELD) ROW -114' ROW ROW 12' 13.5' 12' 15' 2' TURN LANE 12' 12' 12' 12' SHLDR 11.5' 2:1 SLOPE 5' OF PROPOSED 6:1 SLOPE PAVEMENT CL 2:1 SLOPE PROPOSED TYPICAL SECTION NTS 092520233 �9 Gm s�rrm BENCHMARKS ag g BM R H946 ABOUT 1.1 MILES NORTH w E GULF. a ALONG THO o i STATION AT HASLET. 9.0 FEET NORTH OF MILE POST 363, 49.0 FEET WESTOFANDABOUT4.0 Z FEET LOWER THAN THE CENTER Q LINE OF THE TRACK, 29.0 FEET J EASTOF THECENTERUNEOFA ROAD PARALLEUNG TRACK, 30 D_ FEET EAST OF THE RIGHT OF WAY >- FENCE AND 1.0 FOOT NORTH OF A w 4X4 MARKER POST. A BRONZE DISK > STAMPED H 9461946 SET OM THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHESABOVE Z) GROUND ELEV = ]O6 78' (n BMN162 ATTHEINTERSECTION OF BOAT CLUB RD. AND HALTOM}BAILEY-BOSWELLRD.ON Q Q THE EAST CB. OF BOAT CLUB RD. 561t SOUTH OF THE SOUTH CB OF LL! (n F F of W HALTOM}BAILEY-BOSWELL RD. 1.0' Z Z O OFF THE FACE CB. IN THE CENTER OF 10 REC. INLET Q 3 } O J Z ELEV=83].90' F D_ D_ IY z BM L9160 ON THE EAST CB. LINE OF BOAT CLUB RD. OPPOSITE PRIVATE DR TO EAGLE'S POINT _ 0 F 0 LL F Q O Z APTS. AT THE NORTH END OF A 30 OF A 20 REC CONC UP IN EN OF INLETAPP IN 24.5'SOUTH OF 0 /� f PROJECTED C—ERUNE OF PRIVATE DR TO APTS SET FLUSH IN TOP CURB AND 1.0' OFF FACE CB. ELEV, 807.43' TX-04 TXDOT RIGHT OF WAY TXDOT RIGHT OF WAY PROPOSED GRADE PROPOSED GRADE ? EXISTING GRADE 4:1 MAX EXISTING GRADE 4:1 MAX SECTION A -A SECTION B-B GRAPHIC SCALE 40' N SAGINAW BLVD NB (BU 287) EXISTING TXDOT R.O.W. N SAGINAW BLVD SB (BU 287) pg� 03 A � 04 8p4 - - - 806 - 8 6� 805 804 X X - - --- -803 X- - - �- �X - - A -� 05' e0B 06 �80g 07 \ �80 A OB ^ \ 4\ STEVEN R. CARIA CAUTIONH HOLD TOP OF SLOPE VAN ZANDR FARMS ADDITION EXISTING UTILITIES IN THE AREA. ELEVATION 1 R7 3 CONTRACTOR SHALL LOCATE ALL Q EXISTINGUTILITIESANDVERIFY REMOVE AND RESET a $= EXACTLOCATIONANDDEPTHPRIOR EXISTING GUIDE SIGN TO CONSTRUCTION P� 6• I- s w N SAGINAW BLVD NB i= _ (BU 287) K w R; §e w N SAGINAW BLVD SB J 10 (BU 287) Q�7---1_ 13 B F- - m - -807X- _ X-x - -- T a aE \ 12 802 HOLD TOP OF CONCRETE a$ \ SLOPE ELEVATION RIPRAP APRON a I 803 MAX 2:1 SLOPE \ gm =a STEVEN R. CARIA CONCRETE 14 ,� VAN ZANDR FARMS -ADDITION RIP'peso APRON MAXR4.1 SLOPE I ' =eg 1R1 0 EXISTING TXDOT R.O.W. _ _BOA - �I F_ w w rn w w to w Z U Q H OHE IIHE� - � {EVEN R. C R,4 IA \ VAN IANDR FARMS ADDITION 15 LOTT/1R2 „ gp2 NOTES: L DISTURBED R O W MUST BE RE -VEGETATED IMTH SOD AND MAINTAINED UNTIL VEGETATION 13 RE-ESTABLISHED , P.......FXS11 2 PAVEMENT MARKINGS SHALL BE PER TXDOT DETAILSHEETS 3 ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED*�• *1' •�* A ALL WORK AND MATERIALS SHALL COMPLY WITH TXDOT STANDARDS AND SPECIFICATIONS A5 WELLAS O S ITA STANDARDS * ��•• •"'•"""""• / I BRYCE T. ECKEBERGER 5 CONTRACTOR TO VERIFY TASCOMPLIANCE ,FOR ANY QUESTIONS CONTACT CIVILENGINEERIMMEDATELY 6 ASEPARATE UTILITY PERMIT IS REQUIRED FOR ALL UTILITY RELOCATIONS / •••i""""•'•"••'•"'•'•••7••. 132213 J CTOR BHA 1 SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN A LEGAL 1 / II�%C... NS MANNER . , S.S p\ 6 SMOA.TUSTOTH ANDA)R CUT�"TT.US..PAVEMENl'aRsuaen vO SMOOTH FIT AND CONTINUOUS GRADE AL OU 5'2023F m 9 H SAW CUT ALL JOINTS MADE FOR REMOVAL OF EXISTING STATE FULL FACILITIES FOR RATION OF PAVEMENT SUBGRADE, FILL PIACEGAT OR ABOVE THE 0 TOP OF 3UBGRADE, AND AT THE SURFACE IN ALL OTHER AREAS TO BE PAVED, SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM NSITY AT -1 TO -3%ABOVE OPTIMUM MOISTURE CONTENT (ASTM 0.698)R FILL PLACED BELOW THE PERVIOUS REFERENCED LIMITS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM DRY DENSITYAS RECOMMENDED BY THE GEOTECH ENGINEER 11 ALL CUT OR FILL SLOPES SHALL BE 41 TYP, 31 MAX OR FLATTER UNLESS OTHERWISE NOTED 12 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING ti 0 CONSTRUG IT B RESPONSIBILITY T PAIR ANdDR R EXISTINGNB STRUCTURE A6 NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER 13 CON TOP SCHEDULE A PRE WORK INSPECTION WITH THE TXDOT INSPECTOR, XXX-XXX-XX%X, AT LEAST TEN (10) DAYS PRIOR TO BEGINNING WORK D 4 DURING PEAK HOURS OFF-PEAK HOURS ARE p FROM 9PM TO SAM WEEKDAYS i o - O LL 15 SEE SHEET T-3 FOR ASPHALT SECTION T w i �smg� LEGEND. ^ og W - - RIGHT OF WAY PROPOSE.-ST PAVFMENTIMDENING oz W HERITAGE TRACE PARKWAY PAVEMENT WIDENING qrcq POINT TABLE POINT NO. DESCRIPTION ELEVATION NORTHING EASTING I r r Gm "s O 01 EX PAVE (TP) 806.67 7013195.90 2306631.74 02 EX PAVE (TP) 805.42 7013107.83 2306698.10 03 EX PAVE (TP) 804.23 7013027.96 2306758.28 04 EX PAVE (TP) 802.97 7012948.10 2306818.46 I Z Q 05 PAVE (TP) 806.56 7013192.59 2306627.35 I of J Ur 06 PAVE (TP) 805.31 7013104.52 2306693.71 I C'] Z 07 PAVE (TP) 804.13 7013024.65 2306753.89 I Q D_ Q 08 CURB PC 802.86 7012944.79 2306814.06 I (� 09 EX PAVE (TP) 801.97 7012868.23 2306878.63 10 EX PAVE (TP) 801.30 7012788.36 2306938.81 I w (n F X w F Z K 11 EX PAVE (TP) 801.11 7012745.38 230697120 I Z Q 3 r o_j, 12 CURB PC 801.83 7012864.92 2306874.24 I D_Ir 2 0 13 CURB PC 801.17 7012785.05 2306934.42 I 0of O z 14 CURB PC 800.79 7012742.77 2306928.14 I Z F 15 CURB PC 801.07 701272373 2306942.49 I SHEET NUMBER TX-05 * Co 0 40' 80, GRAPHIC SCALE 40' LEGEND. RIGHT OF WAY PRGPOSED BU287 PAVEMENTWIDENING W HERITAGE TRACE PARMNAT PAVEMENT WIDENING OUTSIDE SWEPT PATH 9CP INSIDE SWEPT PATH 3.0 ft _ 36.0 ft STEERING LOCK ANGLE = 211.3 deg. s 12.5 ft ACHIEVED STEERING ANGLE: _II 30 deg. SWEEP ANGLE: 15.6 deg. 60 deg. SWEEP ANGLE: 19.2 deg. 90 deg. SWEEP ANGLE: 20A deg. 120 deg. SWEEP ANGLE: 20.3 deg. 150 deg. SWEEP ANGLE: 20.3 deg. E 25.5 ft 180 deg. SWEEP ANGLE: 20.3 deg. WB-40 a AASHTO 2018 (US) 4.5 ftI' , �) na,.ert seMllerr. Ina Al nd4. -� nserveA I � I 8.0 ft ort ton sort � - -- -- E 7.50 1 33.00 y m OD �3I00 25.50 a I M-0.00 :.0 12.50 WB-40 m feet o Tractor Width : 8.00 Lock to Lock Time : 6.0 `s Trailer Width : 6.00 Steering Angle : 20.3 Tractor Track : 8.00 Articulating Angle : 70.0 g Trailer Track : 8.00 N SAGINAW BLVD NB (BU 287) N SAGINAW BLVD SB (BU 287) 1= v�4o �rYi1 r ■ -� I I O I I O r EXISTING TXDOT R.O. W, --I%%%- Of25'2023 S o �r BENCHMARKS &gg BM R H946 ABOUT 1.1 MILES NORTH w o ALONG THE GULF, COLORADO AND SANTE FE RAILROAD FROM THE STATION AT HASLET, 9.0 FEET SOUTHWEST OF THE FIFTH POLE NORTH OF MILE POST 363, 49.0 FEET WEST OF AND ABOUT 4.0 FEET LOWER THAN THE CENTER Z Z LINE OF THE- , 29.0 FEET of EAST OF THE CENTER LINE OF A F ROAD PARALLEUNG TRACK, 30 FEET EAST OF THE RIGHT OF WAYFENCE AND 1.0 Q 4X4 MARKER POST.A BRONZE T NORTH OF DISK O J STAMPEDIA-1946SETOM THE F Q TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHESABOVE Q W GROUND ELEV = ]O6 78' BMN162 ATTHEINTERSECTION OF BOAT CLUB RD. AND HALTOMIBAILEY-BOSWELLRD.ON QQ THE EAST CB. OF BOAT CLUB RD. LLI (n F X 561t SOUTH OF THE SOUTH CB OF F ZHA LL. W OFFTTHE FACE CB.OIN THE CENTER Z Q 3 } OFAia REC.INLET O J F Z ELEV =83].90' BM -SO ONTHEEASTCB.UNE _ 0 0 OF BOAT CLUB RD. OPPOSITE F Q LL F PRIVATE DR TO EAGLE'S POINT Q 0 Z APTS. AT THE NORTH END OF A 30 CONC DR. IN GEN. OF A 2a REC 0 /� f INLET APPROX24.S'SOUTHOF Z H 0 PR OJECTEDCENTERLINE OF PRIVATE DR TO ARTS SET FLUSH IN TOP CURB AND -OFF FACE CB. -ET NUMBER ELEV, 807.43' T"-06 * co 0 40' i—� GRAPHIC SCALE 40' x x- 1Vt 80' EXISTING TXDOT R.O.W. 120' R350' INSTALL 4" WIDE SOLID WHITE STRIPING N SAGINAW BLVD NEI ' w (BU 287) w S AvAv �AAcn S N SAGINAW BLVD SB rn _ (BU 287) 198' _ Z I N L) F x x \ n x _ x x X X INSTALL 8" DOTTED WHITE J/ R350' LANE LINE STRIPING WITH STEVEN R. CARIA TYPE I—C MARKERS PER INSTALL WHITE ARROWS AND TXDOT PM(3)-22 VAN ZANDR FARMS ADDITION 1R1 I ONLY TEXT PER TXDOT STANDARDS PM(3)-22 " INSTALL 6" DOTTED PUPPY -1 TRACKS THROUGH INTERSECTION FOR DUAL LEFT TURN LANES p 17 s 98 INSTALL 24" WIDE SOLID WHITE A 'V' 'V' 'V' " mF STOP BAR PER TXDOT PM(1)-22 0 9 as W as w N SAGINAW BLVD NEI ` (BU 287) INSTALL 8" DOTTED WHITE LANE LANE � LINE STRIPING WITH TYPE I—C a� w MARKERS PER TXDOT PM(3)-22 i € mg w U) o N SAGINAW BLVD SB ` E z_ — (BU 287)7V�ATN 5m INSTALL 4" WIDE SOLID— 7 m MITEHo WHITE STRIPING a 30' ma INSTALL 8" CODE SOLID WHITE�ERCARIA STRIPING WITH TYPE —C MARKERSARM,PER TXDOT STANDARD PM(3)-22R1INSTALL WHITE ARROWS AN ONLY TEXT PER TXDOT :go STANDARDS PM(3)-22 1.,B im r EXISTING TXDOT R.O.W. OHE 'HE — R30' STEVEN R. C RIA AN ZANDR FARMS ADDITION LOTI RR2 Q LEGEND RIGHT OF WAV ; Tf : : if PROPOSED BU 287 PAVEMENT WIDENING .BRYCE.T. ECKEBERGER WHERITAGE TRAGEPARKWAYPAVEMENT VYDENING / .'......132213....'.. 09'25'2023 NOTES' m 1 ALL DISTURBED R O W MUST BE RENEGETATED WITH SOD AND MAINTAINED UNTIL VEGETATON IS RE-ESTABLISHED 2 PAVEMENT MARKINGS SHALL BE PER TXDOT DETAIL SHEETS 3 ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED w 4 ALL WORK AND MATERIALS SHALL COMPLY WITH TXDOT STANDARDS AND SPECIFICATIONS AS WELL AS O S H A STANDARDS 5 COIL ENGINEER IMM DIATELS COMPLIANCE, FOR ANY QUESTIONS CONTACT CIVIL ENGINEER IMMEDWTELY S A SEPARATE UTILITY PERMIT IS REQUIRED FOR ALL UTILITY RELOGVTIONS _ w T CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN A LEGAL MANNER S SMOOTH FULL -DEPTH SA Y CUT STI GA PAVEGE OF MENT NTPASEMENT NECESSARYTTOOSHALL ASSSUREA ADJUST HFITAND CONTINUOUS GRADE z 9 FULL -DEPTH SAW CUT ALL JOINTS MADE FOR REMOVAL OF EXISTING STAFFFA( L i o LL O m ID FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PIACEDAT OR ABOVE THE ACE IN ALL OTHER AREAS TO BE PVED, SHALL LFBE COMPACTED TOTAT LEAST 95% OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY AT-1 T-S%ABOVE OPTIMUM MOISTURE T ggEE + n 8 z m ¢ CONTENT (ASTM DA95) FILL PLACED BELOW HE PERVIOUS REFERNGN w rc ^ s LIMITS SHALL BE COMPACTED TO AT LEAST 95% OF THE —ER ALS MAXIMUM DRY DENSITY AS RECOMMENDED BY THE GEOTEGN ENGINEER < { j w 11 FILL SLOPES SHALL BE 41 TIP, 31 MAX OR F—ER UNLESS oTHEasnsER NOTED 12 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING p o w CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANQ'OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO q w w RETURN IT TO EXISTING CONDITIONS OR BETTER I CONTRACTOR SHALL SCHEDULE A PRE-WGRK INSPECTION WITH THE TXDOT ® a 4 0 INSPECTOR, XXX-XXX-XXXX, AT LEAST TEN (1D) DAYS PRIOR TO BEGINNING W RI t DURING PEAK HOURS OFF PEAK HOURS ARE Sp. 15 SEE SHEET T-3 FOR ASPHALT SECTION 0o S Y <�xw� Z H J LU 0 w U LU Z IL Q 2 LU U7 FQ H Z � w Z J 0 F dD o0 I.-O LL CAUTION!! EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALL LOCATE ALL of o 0 Z O X f EXISTING UTILITIES AND VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. Z ~ O Q H TX-07 20' i—� GRAPHIC SCALE 20' I STA: 1+00.00 CULVERT A STA: 1+21.32 CULVERT A.1 NORTHING: 7012803.41 EASTING: 2306914.01 4' SQUARE JUNCTION BOX STA: 1+10.75 CULVERT A NORTHING: 7012809.88 EASTING: 2306922.60 REMOVE EXISTING HEADWALL AND TIE INTO EXISTING 3'X2'RCB \ 77 U \ DO z o > DO. N m 3 N \ 3. N Z m \ z m n V) �z OHE /z EXISTING TXDOT R.O.W. NOTES. ' CONTHATCROxxx-AITL XX AT LEAST T PORK INSPECTION WITH THE TxUOT WVRK Y N I10l UAYS PRIOR TO BEGINNING ] NO ONE CLOSURES ALLOWED DURING PEAK HOURS OFF-PEAK HOURS ARE FROM SPM TO SAM WEEKDAYS 815 810 805 M 795 790 785 CULVERT A Q Q j In Ld G > > j J J I- �a„ © EN I� 4 4 NV)'tof CAUTION!! EXISTING UTILITIES IN THE AREA. CONTRACTOR SHALLLOCATE ALL EXISTING UTILITIES AND VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. JI J Q 3 . w wz > =F J (n ri X z + ww_ o I I EXI STING 3RADE I AT r PIPE I PROMSED GRADE AT r PIPE 79 F nr EXisl-N.,—_— 3'X 2' CE ® 0.: 11 LF OF 3'X2' RCB @ 0.80% r r. r. ^ 00 ao I - � . I M to M V) LE J Lrl Lrl L j Lt 0+00 1+00 2+00 815 810 805 m 795 790 785 BRYCE T. ECKEBERGER A; 132213 Of25'2023 o .E ;F a�w�o z W J -J dLL g0 OfO� Oa H v7 TX-08 * co 0 20' i—� GRAPHIC SCALE 20' N SAGINAW BLVD SB (BU 287) 4I STA: 1+00.00 CULVERT A.1 NORTHING: 7012820.45 EASTING: 2306901.20 TXDOT SETB-PD HEADWALL STA: 1+21.32 CULVERT A.1 STA: 1+00.00 CULVERT A NORTHING: 7012803.41 EASTING: 2306914.01 4' SQUARE JUNCTION BOX 0 i — XX 802 x — aoz_L_ _ EXISTING TXDOT R.O.W. \ STA: 1+44.70 CULVERT A.1 NORTHING: 7012784.72 EASTING: 2306928.05 TXDOT PRECAST AREA ZONE DRAIN - STYLE FG NOTES. 8 1 CON—TCRORxxx-xxx-XXXX SHALT AT LEAST T RK INSPECTION WITH THE TxUOT INSPECU N I10l UAYS PRIOR TO BEGINNING —RP Y ] NO ONE CLOSURES ALLOWED DURING PEAK HOURS OFF-0EAK HOURS ARE K FROM SPM TO SAM WEEKDAYS 815 810 805 EXI STING GRADE AT r PIPE 800 PROFOSED GRADE AT Q PIPE 795 790 785 0+00 21 -'X2' RCB Q 10.80% WCONSTRUCT10N- TION!! IES IN THE AREA. HALL LOCATE ALL �, .......... ...• ITIES AND VERIFY * •6. * AND DEPTH PRIOR CULVERT A .1TRUCTIDN. %;k::............ .................. BRYCE T. ECKEBERGER 11..,�.......13221.3..... E \`S`ONANSENGS�rri ""` .. 09'25 2023 J w J J 0 J� C) m D _ D -j H l Q LL a "Z �L 815 `-' 00 ©Nj 04 O F O F O LH On LLI o + N ++ aDC o + a l % 0 % m % � 4 H X H H H X NF-- N V of V) F--c 810 805 Aog r 0) r 0) r` err � c0 Q c0 to ED M IN) I) M Lc LJ L=i Lc! L=i 1+00 23 LF OF — 3'Y2' RCD 0.3% m 795 790 I 785 2+00 i a�w�o zW J -J 0- LL 20 Of O� Oa H W C F H Z of w Z Q o } d d I- z 0 H 2 0 LL0 0Z � p Z H TX-09 DEVELOPER -AWARDED -PROJECT CHANGE ORDER PROJECT NAME: Northpointe Phase 9 CHANGE CONTRACT: Water, Sewer, Paving_/Street Siqns, Storm Drain and Street Lights ORDER No: CFA# 22-0130 CITY PARTICIPATION: NO CITY PROJECT # 103806 CITY SECRETARY CONTRACT # 60157 3 FID # FID# 30114-0200431-103806-EO7685 X # X-27332 FILE # W-2834 INSPECTOR: Dennis Rodgers Phone No: 817-471-9351 PROJECT MANAGER: Ram Tiwari Phone No: 817-392-2237 CONTRACT UNIT WATER SEWER I DRAINAGE PAVING STREET LIGHTS CONTRACT Developer eveloper eveloper DAYS Cost City Cost 1 Cost City Cost Developer Cost City Cost Developer Cost City Cost Cost City Cost ORIGINAL CONTRACT $937,145.00 $0.00 $1,327,013.50 $0.00 $1,222,770.00 $0.00 $5,550,175.50 $0.00 $214,445.00 $0.00 300 EXTRAS TO DATE $ 17,160.00 $0.00 $33,577.00 $0.00 $40,985.00 $0.00 I $ 118,500.00 $0.00 $121,129.00 $0.00 CREDITS TO DATE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I $0.00 $0.00 $0.00 $0.00 CONTRACT TO DATE $954,305.00 $0.00 $1,360,590.50 $0.00 $1,263.755.00 $0.00 $5,668,675.50 $0.00 $335,574.00 $0.00 300 AMOUNT OF PROP. CHANGE ORDER $0.00 $0.00 $0.00 $0.00 $9,240.00 $0.00 $55,900.00 1 $0.00 $0.00 $0.00 0 REVISED CONTRACT AMOUNT $954,305.00 $0.00 $1,360,590.50 $0.00 $1,272,995.00 $0.00 $5,724,575.50 $0.00 $335,574.00 $0.00 300 TOTAL REVISED CONTRACT AMOUNT PER UNIT $954,305.00 $1,360,590.50 $1,272,995.00 $5,724,575.50 $335,574.00 REVISED COST SHARE Dev. Cost: $9,648,040.00 City Cost: $0.00 TOTAL REVISED CONTRACT $9,648,040.00 REVIEWED By TiwariR at 9:09 am, Mar 18, 2025 Revised: 12-17-2018 Page 1 You are directed to make the following changes in the contract documents: UNIT III: DRAINAGE IMPROVEMENTS CITY BID ITEM CFW Unit Developer PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION Price UNIT PRICE Cost City Cost TOTAL 38* 9999.0033 1 EA Remove and Replace 10' Curb Inlet $5800.00 $5,800.00 $5,800.00 39* 9999.0034 12 LF Remove Existing 21" RCP $40.00 $480.00 $480.00 11 3341.0201 20 LF 21" RCP, Class III $73.00 $1,460.00 $1,460.00 40* 3305.0112 1 EA Concrete Collar $1500.00 $1,500.00 $1,500.00 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $9,240.00 $0.00 $9,240.00 UNIT IV: PAVING IMPROVEMENTS CITY BID ITEM Developer PAY ITEM # # QUANTITY UNIT ITEM DESCRIPTION UNIT PRICE Cost City Cost TOTAL 41* 3212.0303 335 SY 6" Asphalt Pvmt Type D $72.00 $24,120.00 $24,120.00 42* 3212.0505 335 SY 8" Concrete Base $68.00 $22,780.00 $22,780.00 43* 9999.0035 100 SY Remove & Replace 6" Concrete Pavement $90.00 $9,000.00 $9,000.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $55.900.00 0 $55,900.00 Asterisk (') indicates New Pay Item REVIEWED By TiwariR at 9:09 am, Mar 18, 2025 Revised: 12-17-2018 Page 2 REASONS FOR CHANGE ORDER Change orde required for existing storm inlet, constructed with a previous phase, that was built in the wrong location. Therefore, standerd curb return could not be constructed. Added astiphafl quantities for the Heritage Trace widening that were part of the original contract, but fncldued with the approved plans. RECOMMENDED: " mlaw' Name: 46ryce Eckeberger Title; Project Manager APPROVAL RECOMMENDED: CFW - Water Department By, NIA Name: Title: RECOMMENDED: CFW- 'Contract Compliance Manager By: Name: Title: Mt&C Number. M&C hate Approved: APPROVE Le ar H s of Texas Land and Construction ll r1 Name: �ert�t�� El�t� V Title: �Ir. bVe. )-t .`d, APPROVED. CFW- Assistant City Manager By. NIA Name: Title: APPROVED: Corratser Construction TX LP Name: . M�t7/CJJ Title: APPROVED AS TO FORM AND LEGALITY: CFW - Assistant City Attorney NIA Name: Title: ATTEST "Contract Compliance Manager (Project Manager). By signing l acknowledge that 1 am the person responsible NIA for the monitoring and administration of this contract, include ensuring all performance and reporting requirements. Janette S. Goodall City secretary w There are NO City Funds associated with this Contract ❑ There are City Funds associated with this Contract REVIEWED By TiwariR at 9:09 am, Mar 18, 2025 Revised: 12-17-2018 Page 3 OINT TABLE N 85w oeP xITPCTIox w®Txealwcx Miauxx W E M� lN eAnn ,n soa I -AT P"E,T� w�TxEEaITT�GE=:PP.1a1= aas, .ao>1b1P1 1„11o1LT 1a1,— s S sa aAOIIPOIxT WESTHEaITAGETaA<EPAaKWAY Aa.ms� ,:oLT �E�4,P w�TxExITAcx�xP.xxwav aE E es.oast s,oLT ,,,b I q4 E JLM OF TAMPA INC i E Ln VOL 12361, PG IM2 O R T C T , U = 10 SIDEWALK LU LU LU `s = i %IS�WEST HERITAGE --ACE P¢RRWAV &F F h.,•BEE NORIHPOIN. PHAS�\O'A i(CITY PROJECT$ 1O225O /X-251J1) h\h� — T= - NORTH FORK ESTATES U CAB A, SL 4919 F PRTCT EX 5' SIDEWALK EX 6' BIKE LANE �6 Q �t iul dr1 y_ 8a N = U F �zs w e� € rn w / w If 6 54.E LU- z N / I e 10(J EI", CSC I CC/ IMLNVA Ni TU2A�G�O(I.�J F �i ¢ oo m m m m m m 81+00 82+00 83+00 84+00 a s C rc w R BCLaoE PROPOSED BAR DITCH, PROPOSED BAR DITCH, SIDE SLOPES SHALL Ex 33' E-E SIDE SLOPES SHALL NOT EXCEED 4.1 NOT EXCEED 4.1 2' SHOULDER 2' SHOULDER , CROSS SECTION A -A NT5 \\ \\ T xEaRAca TancE PnaKwnv (4s.o0' L 11 c TA.IT III AcesPurKwnr (axo0' LT \ xr"I RI I \ ZLI1,1TA, \\ CURVE TABLE CURVE LENGTH IIIELTA CN6955'4D'EG 10533.00' 71775' JD3O93' 3'03'4" 3J345T g PROPOSED ASPHALT ADDITION 44' E-E (SEE DETAIL ON C-74) 100 \ \ \ �a I1 5 !�9 \ .KINGS7 REVIEWED By TiwadR at 9:10 am, Mar 18, 20Y5 WEST HERITAGE TRACE PARKWAY m m mf m mr m m m1 85+00 86+00 87+00 88+00 89+00 90+00 �V� iw Ri E g "NOTE: SEE SHEET C-72 FOR STANDARD PAVEMENT SECTIONS Y ` LEGEND 1 \ \ STANDARD B BARRIER FREE RAMP BE BUILT BY DEVELOPER PER \F\ f iT CI CITY OF FORT WORTH DETAIL D535 . .�EFri BMCE T.RGER 5 \ \ \ \ \ \ \ \ \ STANDARD BARRIER FREE RAMP BE BUILTT B BY DEVELOPER PER CI CITY OF FORT WORTH DETAIL D54O SIDEWALKS SHOWN TO BE BUILT BY ..... 32213 iE tiEF��;CFH� f `1NS.IG-NAL-C�Nr "`�'D3I0&2025 �\ \ , DEVELOPER ® SIDEWALKS SHOWN TO BE BUILT BY n o m HOMEBUILDER SOD - SEE 32 92 13 (SODDING) AND n a m m m 32 92 14 (NON-NATIVE SEEDING) a ' o 0 PROFILE SCALE 1" 1° = 40' HORIZONTALI = 4' VERTICAL 830 OF Z w W J a 06 0-1 Q LLJ azs Z 06 LIJ ~ U of Q LLJ 820 O 0 815 Lu ~ x gy Z � 810 U) �o 0 I BENCHMARKS = Q � a o z 805 Ao..,."H6:TvE.xouxH .ox'-ws.wxsH U F o..,HE.a<Ecv lu,necErrtwxa�v AEci Env -mrm aoo ,oPCHHH.NH,Ho..cEH �.H,� wHH 91+00 u` SHEET NUMBER C-60R1 RFINFORCINC TARI F rwcKwrvess (rl IRA (xsrzE oIs(YNCE wriz ncI c s¢E (o) �a- a>rew�w -,ir «a.cc.w1 n �. ��, .I IE31IeIE3Q IEJI 161E3FJIEIIaIIeI -�j FORT WORTH I CITY OF FORT WORTH, TEXAS I REVISED 08-31-2012 LONGITUDINAL PAVING SECTION I 32 13 13-13519 e pLvnne vane ski FoR.TWORTH CITY OF FORT WORTH, TEAS REVI Mte 1 i,�,/ PAVED PARKWAY SECTIONS sso orsa TYPICAL PARKWAY SECTIONS 321320-D528 NOTE- SEE 32 92 13 and 32 92 14 FOR SODDING AND NON-NATIVE SEEDING INFORMATION -.- + Lm Y ORTWOB7 I Cm OFFoarwoaR, Bns STANDARD MONOLITHIC CURB 321313-0525 _BARE i. ECxFHERGFA �3EX5� 4 T"^2E2Ko Al _ cn � J OO W O / O a.x .,. U ui Z_ 0 UJ = Q ° o H a o z FORT WORTH GITYOFFORTwORTR. TEws Rsvl ,z 0 r ¢ ASPHALT PAVEMENT TRENCH REPAIR- ssoasatm ART€RIAL & INDUSTRIAL STREETS 32 01 17-D520 O O ti z J REVIEWED SHEET NUMBER Il By TiwariR of 9:10 am, Mar 15, 2025 I C-74 R 1 FORTWORTH. TRANSPORTATION AND PUBLIC WORKS July 17, 2025 Conatser Construction 5327 Wichita Street Fort Worth, TX 76119 RE: Acceptance Letter Project Name: Northpointe Ph. 9 Project Type: Paving, Drainage & Street Light City Project No.: 103806 To Whom It May Concern: On July 3, 2025 a final inspection was made on the subject project. There were punch list items identified at that time. The punch list items were completed on July 17, 2025. The final inspection and the corrected punch list items indicate that the work meets the City of Fort Worth specifications and is therefore accepted by the City. The warranty period will start on July 17, 2025, which is the date of the punch list completion and will extend of two (2) years in accordance with the Contract Documents. If you have any questions concerning this letter of acceptance, please feel free to contact me at 817- 392-2237. Sincerely, Rater Twavl' Hz T- i Aug 6, 2C25 012'.19 CDT; Ram Tiwari, Project Manager Cc: Dennis Rodgers, Inspector Donald Watson, Inspection Supervisor Oscar Aguillon, Senior Inspector Andrew Goodman, Program Manager Kimley Horn, Consultant Conatser Construction, Contractor Lennar Homes, Developer File E-Mail: TPW_Acceptance@fortworthtexas.gov Rev.8/20/19 AFFIDAVIT STATE OF TEXAS Mel h■ o I a 1 C;- 2 UW Before me, the undersigned authority, a Notary Public in the state and cowry aforesaid. on this day personally appeared Brock Huggins, President of Conatser Managenwnt Group, lnc., general partner of ConatseLConstruction TX. LP, known to tree to he a credible person, who being by me duly sworn, upon his oath deposed and said: That all persons, firms, associations, corporations or other organisations furnishing labor and/or materials have been paid in full; That the wage scale established by the City Council in the City of Fort North, has been paid in full; and That there are no claims pending for personal injury and/or property damages; On Contract described as: NORTHPOINTE PH. 9 WATER, SEWER, DRAINAGE, PAVING & STREET LIGHT IMPROVEMENTS CFA PRJ # 22,0130 CITY PROJECT # 1038M CITY OF FORT WORTH STATE OF TEXAS CONATSER CONSTRUCTION TX, LP Brock Hugg s Subscribed and sworn to before me this 51h day of August, 2025. h4f 0" PUKF, IT4R OF ixu Notuy Public in Tarrant County, Te7tA8 ' Cp�cpxi #y=3q-�o7� CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with tha Arn4rkAw tostituto of ArcWtacws, AtA Document 0707 PROJECT- (nama, add re5.)N4ruvma, Phase 9 Fort VII M, TX TO (Owner) OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ICITY 0. FORT WORTH AND LENNAR HOMES OF ?EXAS LAND AND CONSTRUCTION, LTD I?*? trtarkel Plaaa em., SUA0 100 W*V TX 75W3 CONTRACTOR: CONATSER CONSTRUCTION TX. L iP Bond No 0254470 ARCHITECT'S PROJECT NO: CFA Na 22.0130 CONTRACT FOR: Ytileler. Sewer Paving, Drainage, & Sheol Lighl Improwernenls for Not1hpoVA0. OMese �3 CONTRACT DATE: In accordance with tflc provisions of the Contract betwotm the Clymer and the Contractor as indicated above, the 0MV IflMlt romw Mo iddrra of 9-Lx"V Com Pan Yl BERKLEY JNSLIAANCE COMPANY 475 Steamboat Roan Gm r+rwch CT O&M . SURETY COMPANY on bond of thwo immon na" ow ad&u a! Conewan CONATSER CONSTRUCTION TX L P 5327 Wichda St Fort Worth TX 761IM035 CONTRACTOR, hereby s,pproves of tht final payment to the Contractor, and agrees that final payment to the ContMCWT ShAl not relieve (he Surety Company of any of its obligmions to ow* row l narne ana &&mu or ow*+arl CITY OF FORT WORTH AND LENNAR HOMES OF TEXAS LAND ANO CONSTRUCTION. LTD. 1707 A4arket Place8"., Suet9 ft]D Irving TX 75W3 . OWNER, es set forth in the said Surety Company's bond. IN WITNESS. WHEREOF. the Surety Company has hereunto set its hand this dth day of August, 2025 BERKLEY INSURANCE COMPANY Surety Company 1'�'�c ' treo{Seel :Signature ofAuthorixcd Representative apkl�j WC5I8 Anornev-in-Fact Title NOTIE, Two faun Is to bs road M • Parip MOM doeWont xa AIA =CLIhrENT 0784. C¢NTFACTQR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAWS, 00pom Edtien ONE PAGE