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HomeMy WebLinkAboutContract 34233COMMUNITY FACILITIES AGREEMENT THE STATE OF TEXAS § City Secretary 11�� COUNTY OF TARRANT § Contract No,34Q:�3 WHEREAS, McCart Risin2er, L.P., hereinafter called "Developer", desires to make certain improvements to Creekside Estates Phase I, an addition to the City of Fort Worth, Texas; and WHEREAS, the said Developer has requested the City of Fort Worth, a municipal corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do certain work in connection with said improvements. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: For and in consideration of the covenants and conditions contained herein, the City and the Developer do hereby agree as follows: I. General Requirements A. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth and subsequently amended, is hereby incorporated into this Community Facilities Agreement as if copied herein verbatim. Developer agrees to comply with all provisions of said Policy in the performance of its duties and obligations hereunder. B. The requirements of the Policy shall govern this Community Facilities Agreement, provided, however, that any conflict between the terms of this Community Facilities Agreement and the Policy shall be resolved in favor of this Agreement. C. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy. D. Developer acknowledges that there shall be no reduction in the amount of financial security prior to project completion and acceptance by the City. E. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy. 1 l 11 s` '' N1 trt r ill it Ji�'0 �'I Creekside Estates Phase I 1 F. The contracts for the construction of the public infrastructure shall be administered in conformance with paragraph 8, Section II, of the Policy. G. The Developer further covenants and agrees to, and by these presents does hereby, fully indemnify, hold harmless and defend the City, its officers, agents and employees from all suits, actions or claims of any character, whether real or asserted, brought for or on account of any injuries or damages sustained by any persons (including death) or to any property, resulting from or in connection with the construction, design, performance or completion of any work to be performed by said Developer, his contractors, subcontractors, officers, agents or employees, or in consequence of any failure to properly safeguard the work, or on account of any act, intentional or otherwise, neglect or misconduct of said DEVELOPER, his contractors, sub -contractors, officers, agents or employees, whether or not such injuries, death or damages are caused, in whole or in part, by the alleged negligence of the Citv of Fort Worth, its officers, servants, or emplovees. H. Developer shall install or adjust all of the required utilities to serve the development or to construct the improvements required herein. I. In the event that City participation exceeds $25,000, Developer agrees that no street construction or storm drainage will begin prior to City Council approval of this Community Facilities Agreement. (Article 104.100, Ordinance 7234). J. Developer agrees that no lot shall be occupied under a certificate of occupancy until the improvements required herein have been constructed (Article 104.100, Ordinance 7234). K. Developer hereby releases and agrees to indemnify and hold the City harmless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this contract. L. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer required to Creekside Estates Phase I 2 construct current and future improvements provided for in this agreement. M. Developer agrees to construct proposed improvements as shown on the exhibits attached hereto. The following exhibits are made a part hereof. Water (A)None; Sewer (A-1) None; Paving (B)Attached Storm Drain (B-1) Attached; Street Lights and Signs (C) Attached. N. City shall not be responsible for any costs that may be incurred by Developer in the relocation of any utilities that are or may be in conflict with any of the community facilities to be installed hereunder. Il. Street and Storm Drain Facilities A. The Developer(s) agree to install or to cause to have installed, the street, storm drainage, street lighting, street name sign and other community facilities improvements shown as "current improvements" on the attached Exhibits B, B 1, and C. B. As shown below in the "Summary of Cost for Street and Storm Drain Facilities", the Developer shall fund its share of "current improvements" and shall pay to the City for its share of the cost of street, storm drainage, street lighting, street name signs as shown on the attached Exhibits B, B1, and C. The estimated total cost of current improvements and related support services specified in this agreement, including design, construction and inspection is estimated to $2,305,245.43. Creekside Estates Phase I 3 SUMMARY OF COST Creekside Estates Phase i Item Developer Cost A. Construction 1. Streets $1,180,141.35 2. Storm Drainage $895,010.00 3. Street Lights $102,400.00 4. Street Name Signs $3,185.00 B. Engineering Design C. Construction Engineering and Management by DOE $ (4%) 83,006.05 D. Materials Testing by DOE $ (2%) 41,503.03 TOTALS 2,305,245.43 City Cost Total Cost 1,180,141.35 895, 010.00 102,400.00 3,185.00 83,006.05 41,503.03 $ - 2,305,245.43 Notes: 1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets. 2. Developer's column for Item C represents four percent (4%) cost for construction inspection fees. The City will pay additional inspection fee over 4%. 3. City not preparing plans and specifications. 4. Developer's column for Item D represents two percent (2%) of paving and storm drain costs for materials testing. Creekside Estates Phase I 4 IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary, with the corporate seal of the City affixed, and said Developer has executed this instrument in triplicate, at Fort Worth, Texas this the day of 92006. RECEIVED Approval Recommended: ATTEST: f�N Marty Hendrix City Secretary ATTEST: Corporate Secretary I Ir, �, .400 Transportation and Public Works Department Robert Goode, P. E. Director City of h Marc Ott Assistant City Manager DEVELOPER B t McC i roger G.P., L.L.C. By: W.W. Snider (President) Creekside Estates — Phase I UNIT II: STORM DRAIN ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 377 LF 21-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Forty Dollars $ 40.00 $ 15,080.00 and Zero Cents 2. 199 LF 24-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Forty Five Dollars $ 45.00 $ 8,955.00 and Zero Cents 3. 81 LF 27-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Fifty Five Dollars $ 55.00 $ 4,455.00 and Zero Cents 4. 86 LF 33-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Seventy Dollars $ 70.00 $ 6,020.00 and Zero Cents Updated 05/16/2005 5. 202 LF 36-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Eighty Dollars $ 80.00 $ 16,160.00 and Zero Cents 6. 14 LF 39-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Ninety Dollars $ 90.00 $ 1,260.00 and Zero Cents 7. 75 LF 42-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot Ninetv Five Dollars $ 95.00 $ 7,125.00 and Zero Cents 8. 280 LF 48-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot One Hundred Fifteen Dollars $ 115.00 $ 32,200.00 and Zero Cents 9. 251 LF 54-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot One Hundred Fortv Five Dollars $ 145.00 $ 36,395.00 and Zero Cents 10. 412 LF 60-inch Storm drain pipe, Class III RCP (complete in place with trench excavation and trench compaction), per linear foot One Hundred Sixtv Five Dollars $ 165.00 $ 67,980.00 and Zero Cents B-9 Updated 05/16/2005 11. 40 LF 3' x 2' RCB culvert with trench excavation and trench compaction (complete in place), per linear foot One Hundred Thirty Dollars $ 130.00 $ 5,200.00 and Zero Cents 12. 274 LF 4' x 2' RCB culvert with trench excavation and trench compaction (complete in place), per linear foot One Hundred Thirty Five Dollars $ 135.00 $ 36,990.00 and Zero Cents 13. 43 LF 5' x 2' RCB culvert with trench excavation and trench compaction (complete in place), per linear foot One Hundred Fifty Dollars $ 150.00 $ 6,450.00 and Zero Cents 14. 357 LF 6' x 2' RCB culvert with trench excavation and trench compaction (complete in place), per linear foot Two Hundred Five Dollars $ 205.00 $ 73,185.00 and Zero Cents 15. 161 LF 7' x 2' RCB culvert with trench excavation and trench compaction (complete in place), per linear foot Two Hundred Forty Five Dollars $ 245.00 $ 39,445.00 and Zero Cents 16. 168 LF 6' x 5' Reinforced box culvert with trench excavation and trench compaction (complete in place), per linear foot Two Hundred Seventy Five Dollars $ 275.00 $ 46,200.00 and Zero Cents v14HIPCI11 CITY B-10 r o .' V u "I". Uc a — 6/2055 17. 151 LF 7' x 5' Reinforced box culvert with trench excavation and trench compaction (complete in place), per linear foot Three Hundred Thirtv Five Dollars $ 335.00 $ 50.585.00 and Zero Cents 18. 93 LF 9' x 5' Reinforced box culvert with trench excavation and trench compaction (complete in place), per linear foot Three Hundred Ninety Five Dollars $ 395.00 $ 36,735.00 and Zero Cents 19. 76 LF 10' x 5' Reinforced box culvert with trench excavation and trench compaction (complete in place), per linear foot Four Hundred Seventv Five Dollars $ 475.00 $ 36.100.00 and Zero Cents 20. 1 LS 7 barrel 8' x 4' MBC w/ headwalls, inlets & handrails (complete in place), per lump sum Two Hundred Thirtv Five Thousand Five Hundred Dollars $ 235,500.00 $235.500.00 and Zero Cents 21. 20 EA 10-foot Curb inlet (complete in place), per each Two Thousand Dollars $ 2,000.00 $ 40A0.00 and Zero Cents 22. 2 EA 30-foot curb inlet (complete in place), per each Four Thousand Dollars and Zero Cents $ 4,000.00 $ 8.000.00 B-11 Updated 05/16/2005 23. 3 EA 4-foot Square storm drain manhole (complete in place), per each One Thousand Eight Hundred Dollars $ 1,800.00 $ 5,400.00 and Zero Cents 24. 2 EA 5-foot Square storm drain manhole (complete in place), per each Two Thousand Four Hundred Dollars $ 2,400.00 $ 4,800.00 and Zero Cents 25. 2 EA 6-foot Square storm drain manhole (complete in place), per each Three Thousand Dollars $ 3,000.00 $ 6,000.00 and Zero Cents 26. 1 EA 36-inch Type B headwall (complete in place), per each One Thousand Eight Hundred Dollars $ 1,800.00 $ 1,800.00 and Zero Cents 27. 1 EA 60-inch Type A headwall (complete in place), per each Two Thousand Two Hundred Dollars $ 2.200.00 $ 2,200.00 and Zero Cents 28. 1 EA 7' x 2' Type "A" headwall (complete in place), per each Three Thousand Dollars $ 3.000.00 $ 3,000.00 and Zero Cents 1TY M(:17 [ kl U B-12 Updated 05/16/2005 29. 1 EA 10' x 5' headwall w/ flared wing walls and handrails (complete in place), per each Nine Thousand Five Hundred Dollars and Zero Cents 30. 1 EA Remove & demolish existing 27" headwall (complete in place), per each Seven Hundred Fiftv Dollars and Zero Cents 31. 1 EA Remove & demolish existing 6' x 5' headwall (complete in place), per each One Thousand Two Hundred Dollars and Zero Cents 32. 839 SY 18-inch to 24-inch rock rubble rip rap installed $ 9.500.00 $ 9.500.00 $ 750.00 $ 750.00 $ 1,200.00 $ 1,200.00 (complete in place), per square yard Sixtv Dollars and Zero Cents $ 60.00 $ 50.340.00 TOTAL AMOUNT BID STORM DRAIN: $ 895,010.00 B-13 Updated 05/16/2005 UNIT II: PAVING NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 42,293 SY 6-inch Lime stabilized subgrade, per square yard One Dollars $ 1.95 $ 82,471.35 and Ninety Five Cents 2. 634 TON Lime @ 30 lbs/s.y., per ton Ninety Eight Dollars and Zero Cents $ 98.00 $ 62,132.00 3. 34,617 SY 6-inch concrete pavement (complete in place with silicone joint sealing and 7-inch curb), per square yard Twenty Two Dollars $ 22.25 $770,228.25 and Twenty Five Cents 4. 6,284 SY 7-inch concrete pavement (27 foot F-F) (complete in place with silicon joint sealing and 7-inch curb), per square yard Twenty Five Dollars $ 25.75 $ 161,813.00 and' Seventy Five Cents 5. 1,401 SY 4-foot Sidewalks, per square yard Twenty Four Dollars and Seventv Five Cents $ 24.75 $ 34,674.75 B-14 Updated 05/16/2005 6. 14 EA Handicap ramp, per each Eight Hundred Fiftv Dollars and Zero Cents $ 850.00 $ 11.900.00 7. 10 EA Dead-end barricades, per each Five Hundred Dollars and Zero Cents $ 500.00 $ 5.000.00 8. 961 SY 6" Asphalt pavement w/ curb, per square yard Twentv Two Dollars and Zero Cents $ 22.00 $ 21,142.00 9. 684 SY Pavement replacement and removal, per square yard Fortv Five Dollars $- 45.00 $ 30.780.00 and Zero Cents TOTAL AMOUNT BID PAVING: $ 1,180,141.35 B-15 Updated 05/16/2005 BID SUMMARY TOTAL AMOUNT BID WATER $ 396,036.00 TOTAL AMOUNT BID SEWER $ 567.752.50 TOTAL AMOUNT BID STORM DRAIN $ 895.010.00 TOTAL AMOUNT BID PAVING $ 1,180,141.35 GRAND TOTAL AMOUNT BID $ 3,038,939.85 B-16 Updated 05/16/2005 PART B - PROPOSAL (Cont.) After acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security, if required is to become the property of the Developer. The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The successful bidder shall be required to perform the work in accord with the following publications, both of which are incorporated herein and made a part hereof for all purposes: 1. The General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, which may be purchased from the Water Department. 2. The Standard Specifications for Street and Storm Drain Construction which may be purchased from the Department of Transportation & Public Works. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within j c� working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. XB. The principal place of business of our company or our parent company c.�, . E�,� majority owner is in the State of Texas. v�,);!I'�02u B-17 -e U 2005 RECEIVED AUG I f 2006 I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1 (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) (Seal) Date: Respectfully submitted, Conatser Construction TX, LP By: Mark Pappas Title Vice President, Conatser Management Group, Inc. Address 5327 Wichita Street Fort Worth, Texas 76119 Telephone: 817-534-1743 B-18 Updated 05/16/2005 III STREETLIGHTS I. STREETLIGHTS COST ESTIMATE: QUANTITY UNIT COST TOTAL COST INTERSECTIONS 16 EA $ 2,600 $41,600.00 MID -BLOCK RESIDENTIAL 14 EA $ 2,600 $36,400.00 CHANGE OF DIRECTION RESIDENTIAL 2 EA $ 2,600 $5,200.00 MID -BLOCK COLLECTOR 0 EA $ 2,600 $00,000.00 MID -BLOCK ARTERIAL 0 EA $ 3,200 $00,000.00 MID -BLOCK ARTERIAL MEDIAN 6 EA $ 3,200 $19,200.00 RELOCATE EXISTING LIGHT 0 EA $ 1,650 $00,000.00 Subtotal $102,400.00 City's Cost $00,000.00 Developer's Subtotal $102,400.00 4% Inspection fee $0.00 Project Total $00,000.00 Adjacent Developer's Cost $00.000.00 Developer's Cost $102,400.00 DEVELOPERS COST: $102,400.00 CFA CODE # 2006105 Creekside Estates, Phase I Fort Worth, Texas PAGE 1 OF EXHIBIT "C" August 25, 2006 II. STREETLIGHTS WORK DESCRIPTION: 1. The Developer shall provide for the installation of streetlights at the approximate locations shown in exhibit "C", immediately after final acceptance of the street construction, in accordance with engineering plans and specifications approved by the Transportation and Public Works Department. 2. Streetlights on residential and/or collector streets can be installed using overhead or underground conductors with the approval of the director of transportation and Public Works. 3. The City of Fort Worth will install all the streetlights that use overhead or underground conductors on residential, and collector streets. The developer agrees to pay the City of Fort Worth the amount shown below prior to the City starting its design efforts, at the option of the developer and at their expense they may purchase the poles, fixtures, and mast arms from the City in order to assure compliance with city material standards 4. Street lights on arterial streets shall be installed with underground conductors 5. The developer agrees to dedicate all easements required for the installation and maintenance of the street lights and to provide for the installation of any electrical transformers required for the proper operations of the street light system 6. The estimated cost of this streetlight installation is detailed on page (1) of exhibit "C" and is summarized below. The streetlights will remain the property of, and will be maintained by the City of Fort Worth. DEVELOPERS COST: $102,400.00 August 24, 2006 CFA CODE # 2006105 Creekside Estates, Phase I PAGE 2 OF EXHIBIT licit 7 f III. STREETLIGHTS LOCATIONS: INTERSECTIONS: W Risinger Rd & Elk Creek Lane Elk Creek Lane & Irish Bend Dr Grand Gulf Rd & Irish Bend Dr Grand Gulf Rd & Poynter St Grand Gulf Rd & Cold Harbor St Grand Gulf Rd & Guard Hill Dr Grand Gulf Rd & Clarks Mill Lane Grand Gulf Rd & (unnamed Street) Grand Gulf Rd & Mossy Creek Lane Swift Creek Dr & Cold Harbor St Swift Creek Dr & Guard Hill Dr (unnamed Street "I") & Guard Hill Dr Mill Springs Pass & Clarks Mill Lane Mill Springs Pass & Mossy Creek Lane Clarks Mill Lane & (unnamed Street) Clarks Mill Lane & Mossy Creek Lane MID - BLOCK: Elk Creek Lane 1 Poynter St 2 Cold Harbor St 2 Guard Hill Dr 1 Clarks Mill Lane 2 Mill Springs Pass 3 Grand Gulf Rd 3 CHANGE — OF — DIRECTION: Irish Bend Dr Clarks Mill Lane MID — BLOCK ARTERIAL MEDIAN: W Risinger Rd 6 (DOUBLE -ARM) CFA CODE # 2006105 Creekside Estates, Phase I PAGE 3 OF EXHIBIT "C" Iv STREET NAME SIGNS The City of Fort Worth will install the street name signs upon final approval of the street construction. The street name signs will remain the property of, and will be maintained by, the City of Fort Worth. 2. The Developer will pay for the street name sign installations required for this development to the extent of $245.00 per intersection. This unit cost will be revised annually by the Department of Transportation and Public Works to reflect prevailing costs of materials and labor. 3. This development creates the following thirteen (13) intersections at a cost to the Developer of $3,185.00: W Risinger Rd & Elk Creek Lane Elk Creek Lane & Irish Bend Dr Grand Gulf Rd & Irish Bend Dr Grand Gulf Rd & Poynter St Grand Gulf Rd & Cold Harbor St Grand Gulf Rd & Guard Hill Dr Grand Gulf Rd & Clarks Mill Lane Grand Gulf Rd & Mossy Creek Lane Swift Creek Dr & Cold Harbor St Swift Creek Dr & Guard Hill Dr Clarks Mill Lane & Mossy Creek Lane Mill Springs Pass & Clarks Mill Lane Mill Springs Pass & Mossy Creek Lane Creekside Estates, Phase I CFA code: 2006105 August 24, 2006 r 1 BROCKWAY ICOLDSTREAM r I I m o SPRINGS BLUE II �, I O o / c`' Li JLA TRTI N 0. Sp R�E� w �, WORTH R/ -�. O w CI--AFP;4t-E TON NG z Q Q� N z Q w — m Ir -j ? O RISINGER v ~ �J PROJECT LOCA Tjj( r NORTH CROWLEY CLEBURNE � /JJ VICINITY MAP CROWLEY — I CUNT` CREEKSIDE ESTATES r PHASE Cj1411111111 VEn Dunaway I Engineers Planners Associates, L.P. $ONLandss'ce Architects apa'p' �� G 1 4 �QQ� _ " — 1501 Merrimac Clyde, Suite 100, Fart Worth, TX 76107 SCALE: 1 2 0 0 0' Tel: (817) 335-1121, Fax (817) 335-7437 - ` P SSE llARl Wl FUTURE CREEHSIDE R DI I �, —... lSTATESPHASP_1 CONSTRGICT'4,�7_..LF OP_. ABLE McCART R/S/NGER LLA. — — -" VOL 10395, PACE 1593 _. _ _ _ 6 A.SPHA L- T -PA 1/IN,G o.R.r.c.r. OF --W/flE I " - PROPOSED' F- _ SIDEWALK ; PROPOSED'' 27' F-;F fi_ _ -CONCRETE PA-V 1.NG _- _ _._ la" CONCRETE PA-V1NG --` ___ _ _ _ _ - PROPOSED 28' ..F. BLOCK 4 l l i - I s _ y; -C NCRETE PAS Vlw 21 1 9 10 a c_- —f 2 8 r� FUTURE CREEBSIDE i 20 19 J 7 11 31 J 29 _ �.s'7'A7'FS PBA$R 2 •� 1 , ` 4 12 1., :PP- 30 4 28 1 29 _ 5 l 18 17 6 29 RL nCK S 27 I 2 28 CONSTRUCT 533 LF16 r 14 28 6 3 27 CONSTRUCT 500- LF .. OF 4 %WIDE = 15 1 15 v 25 4 26 - N SIDE•WACK - . _ ,2 87 24 - OF 4 -' WIflE ... 2s B r 13 4 SIDEW , LK r 176 9 23 ``,PRQPDSF�L7 28' F-F .:::. 11 18 24 ,0 22 24 :. 0 ; urriRa cREsrsm ; % \N.6" CONCRETE G. ` 19 23 „ 21 7 23 N ESTATES PHASE 5, .;:' 20 22 12 20 8 22 79 9 21 54 ------ - ---- i.:',,•: j'.; I - 14 18 10 20 53 . , - &I.La� CONSTRUCT 467 LF BLOCK z -- OF i47c 80X 75 1677 12 1s sr 1 z J 4 D AL °49 41 43 42 4o JsO36' r—F -- -- — " C C E FE P.4 WN 5 6 7 y RA BO 61 ttMrt4 .. qR l 1�(,' r' 29 LF 46 45 14� 4.2 41 B4 ,. BLOCK 14 LOT 172X L b YYY (Public Pork) a ' n -N_ �. PROPOSED 28 F—F M b JI b a h- b - a 6" CONCRETE PAVING 41 SCALE: 1" = 300' Dunaway Engineers LEGEND• Planners Surveyors 0 " vM. 6� 7HlCK PANNC „ „ Associates, L.P. a Candace a Architects TEMPORARY ASHALT EXHIBIT B 1501 Merrimac Circle, Suite 100, Fort Worth, TX 76107 PAVING PLAN Tel: (817) 335-1121, Fax: (817) 335-7437 4' ADEWALK CREEKSIDE ESTATES — PHASE 1 PAGE 1 OF 2 PROPOSED 28' F—F 6' C0., NR`T C E E PA I/l/VG _. 29 2 26 PROPOSED 28' F : F 3 I z7 6" CONCRETE .PAYING ---- , = s r�i�s sma i 4 t; i 26 . 5 25 _ ESTATES PEASE-. --.- 1-.._ _... — — I. _ pP-OI-11d 6 A_ ... 24 ",PROPOSED 28 F-=F 7 23 — 6" CONCRETE PA DING e 21 55 N 20 +0 53eil �I�L' �ili' I 4 19 � 52 — —_. - �_-- ... . I .mot- \•... ..•i 1B 51 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 50 BLOCK 7 I , P+ROPOSED 36 F—F O517 4 49 41 43 42 41 40 39 36 3 36 3 34 3 3e 31 3G 29 28 2; 26 25 24 23 22 i�lV� V " CONCRETE PAVING A( 48 42 46 44 1.. 2 3 BL CK 45 4 5 6 7 8 9 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 p. S �� R/SINGER CORPORAAON W 47 VOL. 14676, PG. 91 1� 46 BL CK g D.R.T.C.T. rw BLOCK 14 45 44 4J 42 41 4 3S 36 3 36 35 34 3 3 31 30 25 26 21 26 25 24 LOT "1 (Public Po k) s 1 2 3 5 I 6 7 8 91 11 1 ! 1 1 118 19 CONSTRUCT 1229, LF, OF 4' WIDE PROPO50 28 ' F F r Q SIDEWALK ,_ 6 ""-EDAI.tr_l —7P—A 1�1�IG�:'' _ =-- _ _ — _ — N — --- - ---- . y FVTM CREn rsmL� — — I r _._....... .........._.._........_._.._. �. _ ... ... i° � W ' FSTATiIS PEASE' I ' -_ i ; A ,PEASE 3 i ci +, o . _ PPe64-IOd - _ a Q �' c • 1. , ., 300' I :i _ Engineers -�� N.- Planners iC.K PAIVDunaway VING Surveyors EXHIBIT "B„ Associates, L.P. Landscape Architects OR'ARY ASHALT 1501 Merrimac Circle, Suite 100, Fort Worth, TX 76107 PAVING PLAN Tel: (817) 335-1121, Fax: (817) 335-7437 O 4' S/OCWALK CREEKSIDE ESTATES — PHASE 1 PAGE 2 OF 2 McCART RISINGER LLA• VOL. 10395, PACE 11593 D.R.TC.T 50 SY ROCK PROPOSED. RUBBLE RIP -RAP ...36 .RCP_-- - — -- — V,..c C"RESIDE,,,, 4 'PRpP9-- - - ----- ----- -- PROPOSED 7X5' RCB I ,3 �C5 RGQ �� : 4 _. w PROPOSEb 30'" ') . _CURB.. INLET ---- -- --- --------- -- I 'PROP 6S _ _ - PR -.._ 'wu� r I 6'X5' RCB 21 1 9 10 _ ( e = - PROPOSED PROPO.SP 20 1 i — » 1� 7 J1 3 29 �swme Qwi Ddn 36" RCP :• 8 ' ROP 4 12 30 28 1 2g N 4 (( l PROPOSED i 0 4 ., 'B i7 6 13 29 5 27 z zB I FUTflRE'CREE&SIDE 27" RCP ;��; CUR ; . \ , 16 14 2B R �S,' iSd 27 . I asrarEs rHJ�sa z O 15t'•• 7C f� N rre.�o8 ROPOSED. pR 27 4 26 .. �, - :.> .-...\ 12 16 26 P BLOCK 9 I -- — — — — 10 X5: RCB' 9 „ 5 25 - - — N " 100 ;SY ROCK <. s 2 6 24 .. `% 11 18 4 1fj I RUBBLE RIP -RAP'/, 23 23 - W •� %t: 77 f FUTURE C3tr mE % ' \� ' j20 s 22 12 20 l L 22 55 FS•FATES PHASE .4'!' `� iw 9 21 54 in 53 17 11 79 r 52 .�r ...... - —.12 1B 51 7 2 ' NL T 16 50 13 17 ; -i ' J 14 16 49 41 43 42 4 U BL Rlf'- T/ P X2 1 48 42 p ^ pp �' 1:5r E.© I r�'�I 46 1 2 3 4 14 Ci D. PROPOSED 4� J. A 6'X2' RCB , 45 �J A A ROPOSED 10' - A CURB INLET C{ffA JI aA w A M A A J� w =, A PROPOSED D -N- w 7'X2' RCB 98 SY ROCK 1 J A BLOCK 14 RUBBLE RIP -RAP w I u I s nI wI n (D n \ LOT 172X ay1 (Public Park) PROPOSED ;rNn- SCALE: 1" = 300' EARTHEN CHANNEL meers Punaway panners EXHIBIT "B— > " ASSOCiates, L.P."Ne,�raPROPOSED STORM DRAIN & INLET STORM DRAIN SYSTEM endacapeArchltects m 1501 Merrimac Circle, Suite 100, Fort Worth, TX 76107 ® EXISTING STORM DRAIN & 11YL£T CREEKSIDE ESTATES PHASE 1 Tel: (817) 335.1121, Fax: (817) 335-7437 PAGE 1 OF 2 FUTURE CRXEMIDE Z Z97� TP �PHA 15F 3 _.P 0. -J _7 PROPNSED 10'�' PROPOSEOLI`�'­- --CUR4. -INLE—T.',"�.", 10 PROP 4,11 ilu Mw L'CU R_ �r T— cra,fiv ame QED 5N J, A 21 " HCH E�C,CK 7 42" RCP ,ROPOSED 3 4 5 6 7 8 F9 V P11 i );�,�P � 4 15 76 17 8 9 20 21 5X2' RCB 11 40 39 it-'2 .36 J-5 34 3,3 3,2 31 JC f4 25 ,�22 _k PROPOSED _ sirPan 24 " RCP --PROPOSED i?lslNc--R cowotmnm 5 6 9 VOL 14676, Pa 92 fb, 151612 1. 14 15 PpD 7 8 fo v jfj;i�2 423 24" RCP D.R.TCT 11V 1 PROPOSED 0C§93.36 37 36 35 .34 M .32 31 3G 227 26 25 -7i 1 42 41 %6 60" RCP Grand Gaff Read Irf) of 142 SY ROCK 1 12 1 -3 1 4 1 5 13 [9 170� )� g RUBBLE RIP -RAP SCALE: 1" = 300' L PROPO-ZO STORY ORA11V & 11VICT 075771VO STORY DRAIN & 11VIC7 FUTURE NASA 3' 6 2 Iq v &%PDunaw EngineersPlanners ."yors EXHIBIT "B- I -1W Associates, L.P. Landscape Architects STORM DRAIN SYSTEM 1501 Merrimac Circle, Suite 100, Fort Worth, TX 76107 CREEKSIDE ESTATES PHASE I Tat. (BIT) 335-1121, Fax: (BIT) 335-7437 PACE 2 OF 2 RROPOSED�;-� 24",,RCP y l5IlM, i__ i ee -N^ a° °9�� L/ PROPOSED i 2 3 STREET LIGHT J BLOCK 14 LOT 172X n a " J SCALE: 1 ° = 300 + ,e°ae I I (Public Pork) DunawayEngineers LEGEND• �7 Planners PROPOSED STREET NAME SIGN EXHIBIT "/� " Associates, L.P. Surveyors Landscape Architects EXISANG STREET LIGHT STREET LIGHTS AND STREET NAME SIGNS 1501 Merrimac circle, sulte too, Fort Worth, TX 76107 � Tel: (817) 335-1121, Fax: (817) 335-7437 I_ ..J PROPOSED STREET LIGHT CREEKSIDE ESTATES PHASE 1 PAGE t OF 2 X PROPOSED STREET NAME SIGN lJ Enswo s fu L1CNr PROPOSED SIREETLIGNT _ .. .... . 4 i- .... _.._. _........1 .. .. ." _ . I 41 ,..::. ASID _.. ......__..............._.........__. -..— - ..._JOB ..... PROPOSED PROPOSED ; _ ...... STREETLIGHT •' ._ :;°; ; STREET LIGHN45 .. _... ._ i, oms MITI Lm�, / _ ... ; •\.. �� ,` ..0 1 B 9 10 11 12 13 14 15 16 17 18 26 21 . \ 35 J6 J; 36 J_ 34 33 Ji 31 36 25 26 2;125 24 23 22 .. -- mw SIrJlp Pin it _ RISINGER COWGRA170N 6 7 B- 9 /O� 11 B12 13 14 15 16 17 18 19 20 21 22 2J R76� PC. 92 WCCK 141 % 39836 J7 36 35 34 33 32 31 36 29 26 27 26 25 24 -- PROPOSED STREET LIGHT I Gru1 Gatr lw1 r III II II JJ r 2 4 5 B C B 9 111I f� 13� 141 i,il 16� 1� 18� 19' -- 1 II II II II O PROPOSED ` STREET LIGHT FUTURE C*XMMB .. .... ...... .ESTATES PHASE I CREE%SID1�I W ti u :. PP-0I-JBd A PH,l3E' 3 _ rn f o _.. I : - .. 11.: PP-0119d.... C3 6 g I I I ICI Y x I SCALE: 1" = 300 p7 na J� Engineers („L yr Planners Associates, L. tSu�rvea��yors Arcl,ltacb 1501 Merrimac Ckde, Sulle 100, FortWorth, TX 76107 Tel: (817) 335.1121, Fax (517) 335.7437 PAGE 2 OF 2 EXHIBIT "C" STREET LIGHTS AND STREET NAME SIGNS CREEKSIDE ESTATES PHASE 1