Loading...
HomeMy WebLinkAboutContract 35065COIVIMLTNITY FACILITIES AGREEMENT THE STATE OF TEXAS COUNTY OF TARRANT § � City Secretary Contract No.`��� WHEREAS, Centex Homes, a Nevada General Partnership, hereinafter called "Developer", desires to make certain improvements to Old Decatur Road to serve The Quarry, 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 and Denton Counties, Texas, hereinafter called "City", to do certain work in connection with said improvements. NOW, THEREFORE, KNOW ALL BY THESE PRESENTS: �T � • PFAt�,o � That said Developer, acting herein by and through , its duly I�a1P�wPM�w]T �4rp fcNE►I NE.E$l WC� authorized Vice President of Land ,�d the City, acting herein by and through Marc Ott, its duly authorized Assistant City Manager, for and in consideration of the covenants and conditions contained herein, do hereby agree as follows: I. General Requirements A. : C. � E. The Policy for the Installation of Community Facilities ("Policy") dated March 2001, approved by the City Council of the City of Fort Worth, is hereby incorporated into this Community Facilities Contract as if copy herein verbatim. Developer agrees to comply with all provisions of said Policy in the perforr.�ance of its duties and obligations hereunder. The requirements of the Policy shall govern this Community Facilities Agreement, provided, however, that any conflict between the tenns of this Community Facilities Agreement and the Policy shall be resolved in favor of this Agreement. Developer shall provide financial security in conformance with paragraph 6, Section II, of the Policy. The Developer shall award all contracts for the construction of community facilities in accordance with Section II, paragraph 7 of the Policy. The coiitracts for the construction of the public infrastructure shall be administered in conformance with paragraph 8, Section II, of the o i� -- � .� ., r���...�,:.1 :'.��;��„�°.,?'(h ��,���% �'`,'�ir';�;i� ��I��'� ;i�'�1�� �'�:J J: CJ.. :i ', l. L�.�'� ��� �� CFA OLD DECATUR ROAD- CFA CODE 2003047 1 '� }� `• ,^.'c "�Ilf '';�'�q r u� :..` ��'—✓" �1 U Jll � f��,( a �__ .,_.� F. 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 worlc 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, whethes� or not sucla iniuries, death or da�na,�es are cause�, in wlaole o�� ila paf�t, bv the alle�ed ne�li,�ence of tlze Cit�� of Fort Wortla, its officers, ses�vants, or emplovees. G. Developer shall install or adjust all of the required utilities to serve the ,�evelopment or to construct the improvements required herein. H. 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). I. 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). J. Developer hereby releases and agrees to indemnify and hold the City hannless for any inadequacies in the preliminary plans, specifications and cost estimates supplied by the Developer for this contract. K. Developer agrees to provide, at its expense, all necessary rights of way and easements across property owned by Developer required to construct current and future improvements provided for in this agreement. L. Developer agrees to construct proposed improvements as shown on the exhibits attached hereto. The following exhibits are made a part hereof: CFA OLD DECATUR ROAD- CFA CODE 2003047 2 Water (A) None; Sewer (A-1) None; Paving (B) attached; Storm Drain (B- 1) attached; Street Lights and Signs (C) attached. II. 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, B1, 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, Bl, 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 $639,022.00. Item Developer City Cosf Total Cost Cost A. Construction 1. Streets $ 340,518.00 $ - $ 340,518.00 2. Storm Draina e $ 270,284.00 $ - $ 270,284.00 3. Street Lights $ 4,000.00 $ 12,000.00 $ 16,000.00 4. Street Name Si ns $ - with Quarr CFA $ - B. En ineerin Design $ - � - $ ' C. Construction Engineering and Mana ement b DOE 2% $ 12,220.00 '" $ 12,220.00 TOTALS $ 627,022.00 $ 12,000.00 $ 639,022.00 Notes: l. All Preliminary Plats filed after July 2000, will require sidewall�s on all streets. Sidewalk cost is included under street cost. The d�veloper is responsible for installation of sidewallc. 2. Developer's column for Item C represents two percent (2%) cost for construction inspection fees and materials testing less 10% for contingency cost. (*) Represents City participation for construction fees based on actual cost. 3. City not preparing plans and specifications. CFA OLD DECATUR ROAD- CFA CODE 2003047 3 IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be executed in quadruplicate in its name and on its behalf by its Assistant City Manager, attested by its City Secretary, with the corporate seal of the City aff�ed d said Developer h e cut d this instrument in triplicate, at Fort Worth, Texas this the � day of , 200�.� Approval Recommended: �` I��k t����: �����J�R��➢ ' �_T .�� _,. :_ ATTEST: . rnCcr+� � Cir,�x City Secre ary T ATTEST: Corporate Secretary Old Decatur Road CFA.doc Transportation and Public Works Department ��� �. � Robert Goode, P. E. Director City Of Fort V,G� r"i� ; , �� By: Marc Ott Assistant City Manager DEVELOPER CENTEX HGMES; a Nevada general partnership, by Centex Real Estate Corporation, a Nevada corporation, its managing general partner �y: �of. f . Bret L. Pedigo Vice President — Land Development and Engineering �"�tT TT T ' K � y7V�1' � �<Tbivil y�1r�l � �:; ����' > j;';_l ;o; �1�;,�,;�,i;;:��,, +� ��. J`�:%�:J [�. jV�l�� ��L�'s`��C ����or�'1 4;��.� �7 �;�. c pU n7�,? 7 tl� ,.. .:�'1:6�J1'� ���l�:o � PRELIMINARY COST ESTIMATE C�LQ C���ATI�� R�4n FOR THE QUARRY IH 820 TO THE QUARRY N. PROPERTY LINE FQ�T V1lC)RTH, TEXA� FOR CENTEX HOMES BY BROCKETTE/DAVISIDRAKE, INC. 3/28/2003 UNIT ITEM DESCRIPTION UNIT QTY PRICE TOTAL PAVING IMPROVEMENTS 1 7" CONCRETE PAVEMENT 2 LIME STAB. SUBGRADE 3 HYDRATED LIME 4 6" HMAC PAVEMENT 5 STREET HEADER 6 CONCRETE CURB 7 CONCRETE SIDEWALK 8 SEED PARKWAYS DRAINAGE IMPROVEMENTS SY SY TN SY LF LF LF SY 10,820 11,620 157 392 54 3,604 1,750 4,800 TOTAL $25.00 $2.25 $105.00 $20.00 $10.00 $2.00 $4.00 $1.00 $270,500 $26,145 $16,485 $7,840 $540 $7,208 $7,000 $4,800 $340,518 1 21" RCP LF 474 $40.00 $18,960 2 30" RCP LF 76 $52.00 $3,952 3 33" RCP LF 448 $58.00 $25,984 4 36" RCP LF 658 $64.00 $42,112 5 39" RCP LF 1,818 $74.00 $134,532 6 10' INLET EA 1 $2,200.00 $2,200 7 15' INLET EA 5 $3,200.00 $16,000 $ DROP INLET EA 1 $2,000.00 $2,000 9 REMOVE EXIST. CONC. RIP-RAP SY 6 $15.00 $90 10 CONCRETE RIP-RAP EA 6 $30.00 $180 11 4' STORM DRAINAGE MANHOLE EA 4 $2,500.00 $10,000 12 5' STORM DRAINAGE MANHOLE EA 2 $3,300.00 $6,600 13 CONN. TO EXIST. INLET EA 1 $1,500.00 $1,500 14 36" SLOPING HEADWALL EA 1 $2,700.00 $2,700 15 TRENCH SAFETY LF 3,474 $1.00 $3,474 TOTAL $270,284 E. STREET LIGHTS: 1. STREET LIGHT COST ESTIMATE INTERSECTIONS MID-BLOCK RESIDENTIAL CHANGE OF DIRECTION RESIDENTIAL MID-BLOCK COLLECTOR MID-BLOCK ARTERIAL PARKWAY MID-BLOCK ARTERIAL MEDIAN RELOCATE EXISTING LIGHT QUANTITY UNIT COST 3 EA $ 2,000 0 EA $ 2,000 0 EA $ 2,000 5 EA $ 2,000 0 EA $ 2,200 0 EA $ 2,200 0 EA $ 1,500 Subtotal City's Cost Developer's Subtotal 10% Contingencies Project Total Adjacent Developer's Cost Developer's Cost 2o Inspection Fee Developer's Responsibility See PG III-1, "Line 7" OLD DECATUR RD April 18, 2003 TOTAL COST $6,000.00 $0,000.00 $0,000.00 $10,000.00 $0,000.00 $0,000.00 $0,000.00 $16,000.00 $12,000.00 $0,000.00 $0,000.00 $16,000.00 $0,000.00 $0,000.00 $0,00.00 Fort Worth, Texas April 18, 2003 2. STREET LIGHTS WORK DESCRIPTION: 1. The Developer shall provide for the installation of streetlights at the approximate locations shown in Exhibit "C", immediately after finaT 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. Streetlights on arterial streets shall be installed with underground conduit and conductors. 4. The Developer shall provide for the installation of a 2-inch schedule 40 PVC conduit at a depth not less than 30 inches and at least 18-inch behind the curb, "clear from all other utilities". 5. The Developer shall provide for the installation of a 2-inch schedule 40 PVC conduit between streetlights proposed for installation and the power source to become operational. 6. A 3-inch schedule 80 PVC conduit is required when crossing streets at a depth not less than 30 inches, unless indicated otherwise on the plans concrete pull boxes shall be provided at the crossing points. 7. Street light conduit and footings shall be installed by the developer's contractor as part of and at the time of street construction. The city will obtain electric service and complete the street light construction in accordance with approved plans. 8. The developer or their contractor shall contact City's street light division 48 hours prior to starting any installation of conduit and/or streetlights at (817) 871-8100 to insure proper inspection of work. 9.The procedure inspector on the 871-6596. OLD DECATUR RD April 18, 2003 for installing conduit and footings will be with the job site or you can request a copy by calling 817- _ '' ` ' -I�1 � ,- 3 ,�rf1�•i�,: �:s�;.�.�;�:'�;� ,� ,�. 7i �?.j f '� ��.��'� _�'�'� :- �..'�`�u`—�;, �a,. � 4 � ^'' �' II 1 �' �',`' %! � � j -;✓g. 'J�i� ;��.a Yt "STREETLIGHTS" INTERSECTIONS OLD DECATUR RD & RIVER ROCK BLVD 1 OLD DECATUR RD & QUARRY RD 1 OLD DECATUR RD & STREET A 1 MID - BLOCK COLLECTOR OLD DECATUR RD 5 OLD DECATUR RD � _ — , __ ,` �.� ,/ � ,., I — ..i i , `` / / i �4' - E '�t no �l F �' c 1 ` ' � �� / / %.\\ 'i `' . � t,a 'yC=�E�AP`�' � , 1:- \ `� � - R1VER R� � i � ,� ip /, . �� �`, ` `, �', ` . ',/ SCALE: 1 "=200' � / / / � � � / / / � � �/� � PROPOSED PAVEMENT EXHIBIT ",l�'r �' OLD DECATUR ROAD PAVING THE QUARRY - PHASE 1 Q BROCKETTE DAVIS DRAKE , Inc. ooconsulting engineers Civil dc Slruciural Eng�neering Surveying 4744 North Central Expressway. Suite 1tOD Oallas,Tazas 75204 (zia�a2a-3sa�, rox (2ia) 824-70fi4 � , ; , � _ , : - �=__-- { _- 45" � �� �I� �- i i =�ii � j ���I� r '`�s f ( _�j " � � _ � 4 � �:\ .__ � {�. I i � � ' � .1� � . F �-i _G • � ,, � : �- � -- � -- -- -- � . -�.�. ... �,� -.: =l � ` ., ... - �_. , . _ . : _ .., . ..: . . -� . .�:- � . ---- - - - .:. .. ...� ., . .- .. . � ! . 1: - ;G � ^� j I - � . - i THE QUARRY � - - - . � � � �`. ' � � RHASE 3:� i � - � � � .--� ' j 1 I � � F i { - r. � i ('FU�i�URE, ' � ' � ` j i i i i � � - � - � I-- - „_ I ' I , _ ` . I '- `� ; : ' ' I i ; ; ; , I I I f i- -- i �-- � �-- � i ; i � I ! i I I I � � '� i � . � I i .i� 1S I ?� ' �. u � _., � 24 I .__ I y� 91 � 10 - -' -I - ' - -- . I � I �I '^ • � ' I �b t � �1 Jy i I � 1 � QUARRY�ROAD f � ' I - � - - - - - - - - � ---- -- -- - - � - 1 � i � � � � I � � � I ': i ' � � , � -. � ., : j 1 _ i�� o, n i.; � i;, i., I-, � s,� z��_ �� ��r� � r� � y�� i I i '. I ! i ' ;.-, I I, I : j i , ' t I � i �� I i I I I � I'` % I �_I I ,- I t. i �, ` � � ' i" - �----' -- � ---�-'--'--� -'-'-='__- 1 - _-- ' L � i I I � � i I � I ! I 1 - -'-� - i ---J - :,C � 29 I 28 I?7 26 I 25 I_-. � ., 3= I 31 2l; �.i,. I I w: ?.i - _� i_ __ 1D_ � - � � - ! � I - � !/ j i � _ _ ! ;-i:- � Z � ! I I I 1 FIELD$TONE DRIVE JI _ _ . . � "_ i+ �::V � .'.I � . . � ^.� _ _ .' � -1 i.YJ I _ _ - _ .- � —� � _. -- �, a r -- - -.---� � � ';;, ,ti � ,2 ,o � ,i , � ,e I I ,�; ' ' _. - - -�-- -- -� ---- -- -- -...------- _ . _ -•- � � , ,;_ , � _ ... ,�: --- � . �. . a �a. - _ � ` ' ? 6 J ' _ I 1.`, i. . . _ i � � ; � - - 1 ¢ ° : I • �� ; u I I � ;, y; _ . . -� _ , _....._ �.___._ W -- - - - �---� - ---- - - - 3 -- -- ' - --- --- 1 _ _ _,7 1 17 —'� � i 13 �IS . .� �� �� t ,: 1 •..�>1 , _ � �4 � _.-. _..__ . ... '_""'"'._' ..� 1 � j'_ _ l. = �5 � � � y I �. 1 =� � I --- - - __J� 1C / - / � .,J -- � -- � p 1 = 9 Z I � p �,� // E �% �., ..l �� I i� . � . __�.1 / .., ! i� o' . � � �`� � �� ��' 16 �.. /`_....,+ ,V. ,__� / 11: i � - _---" `1 `�1 `' ,/ / � '- / ' -1 - -� ` . 2- �� _- _ _ ..-� I.1 i? Ql ! t1 `_ --. / /�_ 1.5 �� - 1 i � , to � �� / . � � / i� O I.�y ''_ � i � Q�,P� / 10 ,�\ __ �I _ iJ _ I � _ 'l., ' _���. 1J � � /, � ����^ ��� �l ' � -- - � / ' p i 1 � - - 3-t 1 1 I =9 j / 2, , �F� � 1 _ � _-� '� '- �C '`.� • �7 'Q:/ - _S 2J ` \ � � i � .� V ,, �i� / tn I _ J1 1 � / � � � ��pOP / 1 `'' __ ' �\ 5 '`� C�y � 1 � , _ __ - -- � � � , , �D / I ',., ' _ = = _ '� \` ,J ''. -i, \ .. / �el ;'11.11 � I — � ._1 1 1 � 11, _ 1� . �` � /�� \ �C',�s / � 1 ` ,o / � _ _ _ " 1,1. .. �',` ,� �` �.i ` � � � q'�F �S'i� � 1 c� 1 1- �'� � 34 �`� `� i �•. 5; � CS / -- - 1 �' .a5 �� I -- ' _•FI; j7 1�� JO \ / / � \ r3_� SCALE: �' =200' - - ' � � ' � / � i `-'= / _ T i 5-• � �.� 51 `� _ � � � �� , ` - ' � � '� \ ` \ 5h � `� � � 3 _ ' ... , ` 46 57 , �; d 1. �1 4: �1 1 \ � PROPOSED PAVEMENT '� _ ,- , 6C'�• �� �,'� tG , 1 � \- 1- � '. 1 - _ - '� ' ut / i i� 1 -` _ ,1 - ' � ` ! _ 1 0= ,. / - � � �� 1 6 �, �\, j / � �� i t ;ss'"}, ''; • E X H I B I T " (�j �' , __ �' ' ��` `�.a�K `BOUIE�AR�',, - ' _ , _ � - R�VER R.� � / / �' OLD DECATUR ROAD '_ — � y '� 'r' `� PAVING I �`.. �. THE QUARRY — PHASE 1 � _= _ � '` " , � __= _ - C3 BROCKETTE DAVIS DRAKE , Ina = - ` ooconsulting engineers I _ � `� '� ciw d sw�w�ai Engineering Surv<ying -- �,, � M1744 Narth CeMtal Expfessnoy, Suite 1t00 Dallos,Texas 75204 - . (2ia)esa-ssa�, m: (2is) eza-�osa =- 1 `:: >� 1 � �.�i:, � J � SCALE: 1 "= 200' � PROPOSED PAVEMENT EXHIBIT ", /�`' OLD DECATUR ROAD PAVING THE QUARRY — PHASE 1 Q BROCKETTE DAVIS DRAKE , Inc. ooconsulting engineers CI l 6: Siruclurcl Engineering Surveying 41t4 No�lh Centrol Expressway, SWte 11�0 Dallos,Tezas 75204 (214)824—J647, fox (214) 824-7064 ►� � � ►� �, i � � i ;�� � , I , Z` f� 9��� j 1� �� ��� � t`� ; 15� — a _ ����� � -J _F i _ _�- j -'� i` — � r - l I_; i � ! � i r� � — i � ..i .i I� � �:�' � }-', j �.-`' � 7���:, � i...-� i a C,; -I, ; � �: { =THE OUP;RRYI I' ( '' -'I - — L _-P�IA�E;=�L '"-.- _-�-- --_ � � i �FUTiRE) i � � c,j f � _ i d4 d3 � F � 49 � ;�}P f s3 ., ;4 � .�. _' i ,o;; _� � � _� �= � � - �- - -�. - 1,— v - r � i:. .,''�� .i . ` T � t .�_� i �-J r _ i - � 1 ,� 8��; � t� ;� ti I i�i � a �;rt� � 1�i 7h ;. � i 1 I i: .�.I :. I , �! I . - .` � -5 � �--�I . '�i.. _ `�•> ��1 i 3U 29 i 2S _^7 i 3o i 2° I I 3� I �4 ''11=" �,--�—i --i--�pRRY�t��- i-- --i--- �� 1 -- -- --- ' 1 .�j -- � � -_� _ �� -�__ -, r- I r-� ` i 4: ,, , E � � E � �� �- �, ` I , G ; f I I-, I = 1� I � }I � I — �--- � . —L=� i I i � � .� � -- -- — - 1 _ _ — — 'I — -�I— y � � �, I _9 - _ _ -- ; ,, - : I�i----,-- , � -__ _�,�, __; � I;I „' �, � ';-- _ � ,.i \ � � � �----- � — — _- �� =�.�.,� Iil �I - 2S , 1; � - - i ,— � i , _ __ _i-- �;� . _- _ -- /� ,s ' i r-- _ _� _ ,= � � �,: -�--- - ; - - , � —�- � � �---� � _ ; �1 _ i i� �-� ,-- - -7� � - �----- i♦��� � 17 � �,�� I -= _ 11 � �� /�.� �- � ; -�h- . ` .:Jyt -_—y^R �_ 1�' � .. // / / / - -__. � - ' _ -- - �� / .� i� 1 __ --- _. ` `' ' � � 4 l � \ ` li J � G � / / � ., \ 1 u' , � . . / . . I .i . / Jd : � � � '� 1 '� �, ; �pRD ' / �'•, i` �'\ � RIVER ROC�`E '_ - , '� , ,,} � y `�:,\5 0 1 � b `'1 � a J , 1 ' 1�1 1 �'`, _ ` � l I `� i � � � / � / � � � � / � / � � � SCALE: 1 "=200' EXHiBIT "B-1" OLD DECATUR ROAD STORM ScWER THE U�,Rk�Y•',— PHP;S� 1 r „r�i� ' C3 BRO KETSE � DAVIS DRAK�� , Ir1c. � 00 onsutting engineers � ci�i d strpaao�oi e�an«r�ny s����r�y ' 4144 North Cent� I EaFresswoy; 5uite 1100 �� �atl?s Tezos 7520A (2 R)824�3847, fax (21`A;'.823'7064,. �,, �--., _ . . _.. .. \ \ \ 1 1 PROP. 30" RCP SCALE: t"=200' \ \ :� I — � ' � ' - — ..._. _ I ] I. „� 1 '� � 4� 1�<>C � i-.o� � ��� �.�; f- __ _ i . ' � I ��� I�. I , � '� . � 7 l � :' � - � .. � ; , �" ,� } � - - _ . - �� i � �.:�-�- ��� : . � � - - � � \ -- --- - - ; ' , iC` � _t � { THE QUARRY' — � � � " � �pHASE� 3 ; � � 6 ; � a{, tn I n{ i_t � 1� d+ i'(FU3URE,;i 1 ts '':'2 , � -- . i � � � I I i � ' ;� - - - - _ ,. , � i , f J;. � i � 1 � � I • I ,� ; I I I I' ' ' i � 3__ �#:—I �-- '. i i � � I � i i ' — J� 3U ' � I �v ��i 76 : � � � a.... � =7 � GI � iG —� _- _ _— v J_ � I I l I � I — ,'l i _ 'i i I _ � i _QUARRYIROAD _ I - �aT �_ 25 I - �I ���,--� �- � i i- � I i . -� i� . '� � � � � � � �' � �� i. � � - i 4 i o � 8 I 7 i fi t 3 :i � 4 � r.' I I''8 { 9�._�� I 1_�� �' V � ,." �;, ; I j � � Ii , 1I � � „� � _. +: � ' _j i � --- -�- --.. _..�, - �----� -�---�=� � , 1 � . , _.-� -- i i -- I----�----� � , i � -___ - G i ' ; ' ;, � , i ; � i � , 21 _ .'f_ ____ _ '__' 3p � _'9 + 2g � _- � 2g ?� �4 ! 2_'� � G2 21 :'U 15 � �i i iG w i i � 1 I � I I 1 ` - � _ ' -------_¢ - ' - I I _ �IELD�TONE DRI�E - - - , _��.-., = _,�, r J; - - i7 U� 1 -�-...I_ - - _ _ _ -'". � G li � , _- '.' ___'_. _ ' - - 1 cr� 12 � i� .. -. ._.__...__ 1, i.. I.. I •, j ,� � �<, � -- _" - ---- ._ I. -�- --w -- - i , i .., i i � , �; _ � �D . � 13 a `� ' �= . 16 i ig I I iF: - " 1 - _ - _, 3 -- --- -- �' -- - .. _. . _ ` . � � ' �7 r'� _ ..�. - � -- 8 t:i I°. j 2C --- � 7 ,. --�I 1 ::. , �_ •iV � _ I� _ ``� _ '- .. . ;_' ir_, I � \ , la �4 � _'- 0 -. ,� �.....-- � .. �- - � I �� � . 18 / / i . ' - __ � - QI� - �� ��, tti / ...`e '1°� �/ �I.; ' .. _ ..` ._. _...� I t`, fn 30 � / ' � ___ _ � ,- . . ,���,�� � ;: , , � / ��� �� � I � ._�/ �- - � / G, �, _, , `�. .-. n` oi i i i ; ,,4 � , , s .\ , � / O� .',2 _ � 1 ', �`+, �� `^Z...;' 13 `�� 10 ' / � �i Q / / f / OI 33 .1 1 . �i.._.._`-;, iJ . � q` _E'� .., � 1 - �.� � 1 �. '� 1 �� i/ 2" oPp� // it � --_� ' 2? . / .'�/ I -� 1 � i , ; �� / IG .,.. - _ ;` `�, / i, b � , � � Z ��� . � - � '� / , ,g ��. 29 ' p��� � 1 , THE'�. QtJARRY . '•�, vi � 1 -- -- - ' � � '�PH'ASE 1 ` ,, 3u / �_ . - 1 ,��.,, _ S ,_\ 31 ,\ / ` 9�9C � . I .._ __ -` y �`; - , :;:� ',:\ � \ � `r � 1 _ __ 4 1 -'� __ t� ;t, / �� `��9�•F�'i � � _ 3g I V._ `` 34 � ` � � �q \ �G'S / I �L1._ _-� ., i 1 �r ::5 '�,` � � ^,". I � J_ _ `� ,`� ' / / 5� � �� � / 1 '� /. / 51 ' ' 42 .,\ � /_3 � . w9 �p �' � . . I � � T } 4., �o � �, � \ „` � `U � �� �'�� `/ � _ � ' -� �\ i 1t. 1 _' --- � '- \t '� �o j '� 1� ' v � - 1, 'i „ \ i `�- � ' '.t c3 _ ., �� l-. 6 , ; ,',, � 00 / j� 7) )) I _" rF�'1• �7 • ;� n= 1•,� i ' i EXHIBIT B-�' � �•g 1' `�` `gOULE�%`R�'" / ;f`` �`� 1 RIVER R��� , �' '�. OLD DECATUR ROAD � ��. ` �r' � � STORM SEWER I `; _ „ ' THE QUARRY — PHASE 1 = � `' `' ' i � ' ', i -� Q BROCKETTE DAVIS DRAKE ; Inc. i - �oconsulting engineers �,1 CivB h SWcWral Engineering Surveying 1 !_;i' 4144 No�th Cmlral Expresswoy, Sulie 1700 Dollas.Tenas 75204 (214)624-3647, fox (214) 824-7064 I : I SCALE: 1 "=200' EXHIBIT "B-�:." OLD DECATUR ROAD STORM SEWER ?HE QUARRY — PHASE 1 Q BROCKETTE DAVIS DRAKE , Inc. ��consulting engineers qHl k Siructuroi En9ineering Surveying 4744 Norlh Cenlrol Expresswoy, Suite 1700 Dallas,Texos 7520a (214)824-3647, fox (214) 624-7064 ►� � -�: - \ .� , �,.�.1�_. \ % \ - i=.;�::'� � ;.,: \ � \ �\� \ �:: \ � � � i 1 � 1 PROP. 30" RCP— ►�. f � I f }J.�I .�_. . .. : : - / �. � �:.. . . ; _- ,,.: _ �. � .- �-. , _ �I � + �; I � I I- 1 i � � I � I I � ! i t I �. � I �:_ i r I'; 1 � � 6." � � E �J ' I J � I � } 1 ` � i. i I� - -1 1� I I � Tf�E QU'ARRY J_:; �� � { � � _- 1 =PNlrSE 3- l _ � �: I � I � � 1 (FU7lIRE): � � � r i I �: l � -_ a ; '' l `� -, s_:� a� �� I� ` a, f 4o:i �� j;; ,, j s�<:� �� _ � - ` = f � ,- I '`�- � ; � _ � i.. _j. �� � i �_ � i` �_ � I_ � — _� ��_ F - � � -t- a � �: � � _ , I _ , y - �` ; � j� i �� b!.-� Ei f s�.ic �.-it � i'�1.. .� ,I," j i, i t I � �:� � I � � J �� ' �j�� � ' � 3 j; ,;.. � � _; �- -:1 � # r �� =,-= i.-----I- I ; I _�__ � � � � , �� i i _ ; i s, ; >> , �o �� _,; ; z� _s zs I �_ __ � i �= ' I �� —�— — — " �i ' I i I I � , - �� I 1 --i--�p,RRY�� - i i � = L _ -'i,- - - - - �I - ; T �� __ �•.�,_�.1 - � --� --� --F----�- i i ---- r 1 s i- � e i � i�, � � � ' ,� � I I ' � � � I; �I ! �,- � - _ — � � -_� =-� �1 = � �-_ �I � ��-�--- —�- �-- � 1 ^= ��� � I 3 � II �'0 ! 35 � -- j', •� � � ft�----I�I I � �1 \ `.�i�� _ � �\ - �LO' lil_'U _� I L i _ —�i �4 i ` � ��� � C � ! j' i �� _ ��, _�i—_.—�i�l-- - / t5 � r--- i(7 = /- 5�% � I U �I � � � � .--�,t _�__. _".' p io � '� r1C ' _ � g � IJ --�-� __�----�-._ �i -�------ � - " , b i � � � ; )—'_---� � i _ 1 /�•..... ' � l l f '� '-_� I . _���.R � 1 1�: �' ���. // � � / - ."_ .� 1 �' r _.—�:-� �, �1 G1 `, ,,�� i `\ i'' � � _ 11 0 = ., � \ ��� 1 J� � r„ /� \ 1 4 , � F� 10� ', \ , j � /'. 11 �� s� i sa 1 1. ', �, t3 '\\ � �y ���, oV `K 8p�l.E�.pRD �� � � / F � tt, �� C � � R1vER RO.J _ �\ io `. I � \ %11 F 1''� 1 0 1,., Q \` \ �� 5 1 � � '',, '. a '`\ � ` �,1 j ; 1 2 `� , \ 1 1 �1 I r=�� I � I GEND # STREET LIGHT ON POLE TYPE D-25-6 1h9TH COBRA PIXTURE. � / / / � / � / � � � � / � �/� SCALE: 1"=200' EXHIBIT x� � " OLD DECATUR ROAD STREET LIGHTS THE QUARRY - PHASE 1 C3 BROCKETTE DAVIS DRAKE , Inc. ooconsulting engineers CI 7 k Slruclural En9in<ering Sur.erng 414.t ryorih Cenlral EMprea�way, Sulle 11C0 Dollas,iexas 7520d (214)824-7647, lax (214) 824-7064 \ ' ' ` ' ( � � � � __ I i i ., � 3' ( t 9 I 3 45 i 44 � 43 r 42 � at i ar, � 35 38 37 j.=5 I 35 � 3a � 33 i 3` ` �J ..I i I I ( I � � [ I I /. . Ji � � � a ! �-- —�—J-- f -- '—�-� % ��— � '✓ _ � � 3G . I 2t • � ' � r ! I THE OUARRY� ' � I I � i l � � PHASE 3' 29 22 5/ ; B� 9� 10 � N 12 � i3 i4 1 15 �UTURE)� j 18 I t9 � J`' 6 I�` � I � � I i � { � i I 2a i � �. ! �� � i . ; _ 1 ' � I I i � i � I 27 i `� I � � � 31 30 3� _ _ 'o �� I�4 I 2= 2' I 2i � 20 T 3_ �', 33 �1 ; i i I i I _\ 6 � 25 � I_ _ i � _ _ QUARRYiROAD _ _,_ 1 �---, — � — , — , � — � � — i � - 1 ; - � 1 ' '� � � � �] I ' J � ' S 6 I 7 I Pi ' CJ- i �Q � j ' �= . i i 1 � � i � � ; _ � i I ; � 6 . -� -- � —=-- ---� ---� � — ----•— ' � i � � ! � _. ---- — - — =� i i ----- --- , — � o-, , ----9— 3G � 29 ; �.. . -' �E' � -� -' � -- -- ' =� ='0 i: 1 _ ^, i �_ z _ _ ' _ _ _ _ FIELDSTONE DRIVE _ _ _ 1 _ � ` '�� � i� JI �? Y I � - - - -... -- --- v - - - - '�- IU __p 1 - 1_ � ;0 . II 1' � � 1 , ' --------- - -"-', --'---- --- --- --- _- .- � � --- - -- --- � --" -' � -- - ----�iu ?[. �' ~ - ~ � - ��: , I I 1_ --�� - , � . _..., ; , a � �, 1 _" 1 -- " '-- __ 3 ---r---- -- --------- - -- � _� 1 I' -- 3 �� �= 20 i_ -----' � 1 '' 11 � M1 I I / ---- __ --�---- --- -- -�---- — --------- -- - Y - / i: ..._ '' �'',.. _.` �I 1 ,... �� / ( 1,.. ,�� ,� _I O . --'l� �5 ��''•,/ / -- � - ' - '' -_ -'--- � �-._---- �r pl -_ _�Z� 1r, � i3 ,(� 1� '%� �..'lJ 7 � ;s LEGEND �1 - ' n� � i / ��., _ -, -. __ � --,-.. � ' -- �I � i 5 �\ i6 �' / 1� _� I �'- -} STREET LIGHT ON POLE TYPE �'1 � � -� 1 , y '-.,\ � � / / - �- � ___ `/ � "� D-25-6 WiTH COBRA FI%TURE. C �t 17 � Q/ L 11 �'I`._ `- � l i= �`� -_�3_-`1� � ``.1 '\ , ,�.\� \IS\\���/ ` 1G �� , � /// `�` '-.. O J_ � '{�_:\ Q ��'� // ' � �1 33 �� - �? .�/��'�.� 9 ���;� _���._.� " \ —!� 1�� ��� � 2C \ i j p� .�.� i 1 � � 34 1 � � 21 \ / •� ` \� , /� �7\Q-OPj / ' . � -� � 22 �` / f\ '� � \� � `\ �'/' 4�'- � -3 1 ' � � 7 '� /�I \ � / 35 } ^ '\ � 28 �� \ I \ 6 \ ,'` �' � � � \ ,! \ Zj ������j / � � "" '��\ THE�. Q�ARRY �,. � C�i t �� SPhiASE 1 �\l �' �� `� � / � 57 � ` \ 3 \ \ % \ \ / 1?��' I �s � � 11 Ll a�,/'�' � \', '' \\, ' �`�-sti,o,�, i/ , �;-- 3; , y /` . F ,ti � 39 1 1� 1� �� 34 �� �. � � i �,\ 54 � CS / 1 --`1 1 , 35' � �1/ / � �G �7 35 ,' / / �\ S� �. / 1 } �� ' i � � � ,'� J � SCALE: 1"=200' �� ' � �\ � 5'_ �\ ,- �, / f 4� �� \ St \\ \�� �� c � ' \ �p � �\ < �. 1 q� �\ ` I, ��, ��\ qg „!.\ ,\\�c I . = 43 �\ .' , : _ ��� �7 �� `•. = ' % 1 ,' as ,, a; 11 ,`� , -"`•, /`'� SE '`. .. , � . j � /� 1.� ; �S 1 �� / •� ,� � �9 \\ \�'� � Ic� �''� 1 �^�, � :� '� �•. �'� 00 � . y / �q - � -�� �- y�- �.`. 03 1'1 °'�1�, \61 '`.,\ � / \\� !\ _ �1 _ �� �? ,' 65 '�. �� '� / � � 73 \ n ��� � 09 i 62 1�: 6' �vAR�1� � / i , '` �`\ . E X H I B I T � 1 i RpCK 'gOUL = � '�.. „��, ��. l RNER_ .!' — ' `.. 10 `+l � OLD DECATUR ROAD STREET LIGHTS 1 `� l `, �'�; $'� Q THE QUARRY — PHASE 1 � �, \. 4 `t, s ,+, b �� `, � , I �� '\ - ,\ \\ � �, 1 Q BROCKETTE DAVIS DRAKE , Inc. ��` ` ` ��� ��consulting engmeers ._�� � �� � � �'�'. �;;;� �,� Civ� k SlruclurN Engw+ecvrg S�rveyin9 1 � C 1 ` � r � � ��-� �. • � 1�.'� �J �✓ �.,:.J 414� Nath Cmlrol Eapressway, Suile 1100 Da11as,Teaas 75204 (214)02�-3647. !ox (21i) ffi4-7064 ` ^. i S�� ^ : �1'� �-: ^, "c7 � '�^� . 1 E ii✓J�If� ��� i(���.��!�,�:�� : � L: ., � � � � ^ � . ` ' u j I i1G �7 � ^.� I � .(�LI� ����✓l:�ili? U' S�ao f I : � SCALE: 1 "=200' LEGEND {- STREET LIGHT ON POLE TYPE D-25-6 k7TH COBRA PIXTURE. EXHIBIT '���` OLD DECATUR ROAD STREET LIGHTS THE QUARRY — PHASE 1 C3 BROCKETTE DAVIS DRAKE , Inc. ooconsulting engineers CIM k Slruclural Engineering Surveysg 4144 NoIN CenlrGl Ezprevwoy. Sulte 1100 �allof,Texas 75204 (214)B2<-5647, laz (214) 824-7064 � � � — —� \1 — i — �— � � — �— i j — �- i � — �— ,— I i �� `\ �. %; � � � I � i I � i ; i I �� �� ` ��1 'F � 5 6 �%� 8 I 9 i �� � �� � �_' � iJ � �'= j��` � �� \ 2 '\ � I I ' I _i _ I_ I I ! ; _J � � �- -----�—=-- ---- ---- \ � 7 `\ �', —, T—' '— � � -- � ,�—, _ � . � � r _ ' _ _ _ : . _ _ _ /�'�� i � r__I-_ i_ ' i -_j-____i �-- _�--�__-_-_ �� � I � t 2 3 I a s s;�� s I 9 ;�o � I I� I I � I +,--f-; I � � � THE QU�ARRYj I i � � �\ I — � --�_ �wt�F �--'TT� �—= � �\ � � —� � ;. FUTURE) 1—. i: I i - ----f- i I i :..I I 45_. 44 43 I 4? at '0 i.39 38.�' 37 36 ' � � � , � -1 I -! --- � 1---- �--! _ � \ ` 4 I ; i-_ �. � �_ i_ i i =� � �� `� � � — — ` �`:` � 1_� �_ r L � f� �=� 1� . j! 6 �`' 8 9 � 10 it 12 � 73 J ta:( 1� � 16'� � � �r�� ... _ , i � _ E I: I _j- � - E -�_�_ `Iv/.`.�� -- -- � -- i --�-- i __-� ; j , � : . ; ,- � 11 � �-- 1-- ;�t 30 1'_9 � 28 � 2i i 25 !?5 I_ '_3 � I �^. �1 -- , � I � � — — 1 ��-_ J__��---� -- _ QIrARRY"R�dtCD-----_ _ _ 1_ 11 r__ L I J_i 5 _' i r' I` __ -- i � 1 ' � . 1 � ��1. I i I � � I !�� 1 l � � i �I I i __ � � 1 ���� = — — _ .---� I ; � I � = O, -\ -- . ��I _ �j;f; _ f � -� _- �1 �� --' � _-��\' �i' I� L - - � �'-,..,� � : � . �� � � � I 2q / � GAI� _� I j_� � I . / 19 r--- � � � / � � ;.� �I =—m- .� +--�-� � o, �= Z � �� � �'f',� 1 _l o � 1� // �> I �. � � � ��� ' L / % �\� 1 f 7F 1 I G!i� � /l / i � � , .� � i.. � I� � I .�.I � .� ..J _.I -� � �y �I � _-j � �c - �—_. � � � � 1 q� 4 �• � J -. . - - - \� , �\ . ' 30 � -. 2 � I - - .—`_ � / f i- I �-. i-- 7HE OUQRRY � 35 � � ��� 40 , 5� i i � RHASE 3 � ' 29 �2 � 8 9 T 10 � 11 � 12 13 ;.i4 15 pF�J;� E.° � 18 79 � � 37 I �'' � 3� . � 7 i Y � � I . ' � � � � 1S ' 35 ' ��,�,/ , I i i � I � l I 2e i I � \� I -- � i f i � i ; � � � j i I 27 � _4 � � 3S I � i (,1�/ 1 1 3_' � 31 �;0 �°? I �;, �?7 i?6 �� I 2� � 2= j'„ j_ i 20 32 �� I 30 �� 1� _.� "'i � i I � I J I i � � -�20 , I `5 3'' � I i I, '� � � • � i QUARRY�ROAD � I _I_ _ -I=�� � % �9 1 ' � - - - _ \ � � i I � � — - ; — ; � I I i ; : � �— ; zs � I �, �;.�!„ i� z• ��s ;�; s s � s � s I�o i ii �? i� ��a is 1 � I'�, '� , J �� i ' ----- I �� '' � � I I � 2� '� � � � — � I— � --- I � I 1 __- -_,'i��--- � � i � i i � i I i � -' � i � ?6 1 -.' � '_ _� jfi I 29 I 22 �_'% �?6 � 25 ;?.'. �_� i?o ��� _i� � I:i ! 1� 17 � i� i ; I ' � <^5 � '� �� �` Z1 i I _ _ �'IELDSTONE DRIVE ' _ � ' _ ! - �4 - 1 -�, - � ?,, __.__J_, _ _ - _ ' `� -- " �' — --�� j�� -- z� i � 1 _- -' -----a- � t=. I i i S i � . —� t� � �p i 1� 17 1 � __J � ----�' ' ---'--�------' --------- '---- � _I �---- — �� --' ....- ' - ___ . --� , _ . _. ��� t8 � a � i^ �o ' 19 � � tb � .; o .. - - � I � ^" _- �' w �'—__"'"_ _"__- - '_'_'_"'___'_'_'__�� 21 1 .��1 _ - _� _� ------- � �t-- � 7 - J I 1 - ., i � ' 8 t ' � `' I =�� ----• -- � 1 • i, � - ` 3 ia L -- -.----- _. _---- � m ARR -- _.�1 1 / `f` � �i THE QU Y �,. �1 �- - � � � I � I ^I y. Y 2 __-� � - '`/ � �, .. �_.' '-..- T o� (FUTURE) 1 _ -- p � ` -�l l --i ^ -� I � S =� � :o ZI ib F 1= � �( 13' '-= I -- �� ' I` ' � �,n ol � � / .,� _ �/J '�� '---- ___ 1:: .' --- 5 � I ` G i../ ' �O �v `+ � �'�� �� ��- '---- — 1 _ _ � J /, �,2\/ � ��.�j� � � � 13 �' - 7 / 31 1 � . �' ,�\ 17 Q/ L `U �q' � �.. i ' •-. . �� i 1 p . �'�--'1 4 , � ..,. , �. �i � �-- ; � � �� _ (`'.----� % 27 � O' S� 1 - � �, _ � �`,,' :.`� �s \.Q�� �.. 10 \\:., ='S \/ �� � 8 1 � � � �.`'�� - � � 79 Q/ \ � !I �-� / / _��� `.��� / \ ¢ ' T� �1 �- ��'� 20'\` \ � � \'.� G `%'"`,�`0 p � � t t �, a �� � — 1 w `' 34 1 1 ``'� �l �/ / 1 � �`. 5 \-`✓ ,.` _? ��Q'/ � \�� / \ � 1 p ' _� L � 7 � \,` \� � � . 7 �.•�� � ..-�\ ��. / ``�:\ I G - o'. -� JS � �`. ��� '..,/' �� 28 �� � ��S! / \\ 6 \ / • \ � / 1 � � j 2g �p�./ � �c '•� S � �� � V7 � � '1 � �� a �� � � � 30 �� �. � 37 � ( ii,,_:; 18 1 \� ��\ � I \�\ � / ` e�q0 i r� � ` \` � \ �, � � � � i 1 3� I y`�,ii 3� '�, � � S',o� � / ` — \ \ / � � i�C � 3g I F� 1 \ 3a\� \ i �� �� Sa � S � \\� / 1 � , � 36 1 J \\ / y /\\ g3\ \ \ ,// / 1 �0 j� � \� 5_ \� � � � ��� � / l \�\ 55 �q 1 � �/`,\ 5 \ �� : � \ � 1 j � � 1 � 5D \ �'� /�. � 56 �•� 1 �� �'1 � �\ 49 � �`.\ /y \� 57 �`� \ ,`' � � � 1 ' `, a� � ''a �,\ \ � sa \ n � 1 i� ~-. ' 40 \ � �-� `� ,\ � -. � � l 4� I, 45 \ � � 59 \ i `�� ;�o � � �, +,, 1�' �` � ��` �� 60 \ � \ IS `� EL GEND 1 "� 1 1 1� '\ 61 � 1•' / i� �� � I ` � �• 63 `' 62 '� \ � / � � 14 �� ♦ 57REET UGHT ON POLE TYPE 1 - 1� ,_ �' Eh 1` 6� �a 1 �/ � � \ 13 \�.� \� D-25-6 WITH CG�IRA FIXTURE. } g �. ��, � 7 1 i �'` � �`\ 1= �� �,� 1 ' . 0 3 -� , � � . ��E`�AR� � `, tt �`. \ 1 R�VER ROC - ' 70 - ` '\ 5 \ � 1 1 ` � S `� � 1 � ,, �, s �� ' � �� '\ � �l� ���P��'-+�� SCALE: 1"=200' 1 q`+ j \ \ , �, ., �`, � �', '�, �`�, E X H I B I T ".�,.,, 1 �� ` ,�'� STREET LIGHTS AND SIGNAGE �'�1 \ THE QUARRY — PHASE 1 � .i , , 1 � BROCKE7TE DAVIS DRAKE , Inc. 1 o�consulting engineers Cini k Slructural Engineering Surverng at4� Norlh Cenlral E.preseway, Suile �700 �allos,Texas 75204 - (214)824-3647, fox (214) 62a-706�