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Contract 44248 (2)
_ ,� � _ '.•" � STORM WATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of November 19t", 2012, by and between Northwest Pipe Companv, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter refen�ed to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 35.0 acre tract located in the A.F Albright Survey, Abstract 1849, Tai-�ant County, Texas according to the deed recorded in Instrument Number D201212458, Deed Records, Tarrant County, Texas, hereinafter called the "Property" WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan ltnown as Construction Plans for Northwest Pipe hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Storm Water Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Storm Water Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Pr•operty"); and REC�IVED MAR � 4 10i5 STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 � �FF9C�A�. ����RD � CIT`! S'��R��ARX '�, �e �110i�iF�: `� ,� „ _ .--- _ _= -- t.-- — = 1 NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Storm Water Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Storm Water Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein deiined as good working condition so that these facilities are performing their design functions. The Storm Water Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, rip rap, headwalls,access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection repot-t along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. STORM WATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 09/10/2012 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and talce whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obli�ation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said worlc for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE STORM WATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 09/10/2012 FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE ADJACENT CHANNEL; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CULVERT AND ITS CHANNEL BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE CHANNEL OR EMBANKMENT, OR (3) FAILURE OF THE CULVERT OR ITS CHANNEL BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude constiuction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the channel which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS) STORM WATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 09/10/2012 Executed this� day of � 20� :� Northwest Pipe Company By � r� J , �� �1 Name: Richard L. Baum Title: � -:, � � Vr �' c� ���s. �-..-� } �^-r4 � Co� -,s-� ( in�� c-2����� 2 - i q. �; M 8c C:C�` - ,��/��� �DATE � ' � AaENT..L..-U ���,. --- I�O� # `� £�'�" '. Clo,yde Jordan, Land Agent Ci� of Fort Worth Trar��,portation ar�� Public Works Department Ri,ht of Way and Easements 900 Mortroe �at Sttite 4Q4 Furi Worth, Texa� 761 q� STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 City of Fort Worth c�� �i�.---� Fernando Costa Assistant City Manager Approved as to Form and Legality t � - �- �`�fw �;,�1� ' �. Assistant City Attorney ,, � : r � ie, ��f � — � . i-. ,��" ��'i f �- y ATTEST � STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me oi�1"���'/' � 2 bY Fernando Costa, Assistant City Manager of the City of Fort Worth, on alf of the City of Fort Worth. :2n��Y'P`�;: ��nr�i.� naNiE�s '*: �r '`= MY CONfNiISSION EXPIRES =•y;•� ���:; ,k�ly 10, 20i3 "°l��P �; •' _ _. ----- , Notary Public, State of Texas STATE OF WASHINGTON § COUNTY OF CLARK § Before me, the undersigned authority on this 19th day of November, 2012, personally appeared Richard L. Baum, known to me to be the person whose name is subscribed to the foregoing insti2tment and acknowledged to me that the same is the act of Northwest Pipe Company, and that he executed the same as its Senior Vice President and General Counsel and as the act of such and for the puiposes and consideration expressed in the foregoing instrument. Notary �ul�lic, State of Washington �p,N M � e�� ��SsioN F� � i� �o`� �9 � NQTl�RY N � PUBl.IC Z O ��� s�?ad�o��. �� �''� ��IAS�'!_.N'' STORM WATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 09/10/2012 LEGAL DESCRIPTION 1.278 ACRES EXHIBIT A BEING a tract of land situated in the A.F. Albright Survey, Abstract No. 1849, Tarrant County, Texas and being part of a tract of land described in Special Warranty Deed to Northwest Pipe Company recorded in Instrument No. D201212458, Official Public Records of Tarrant County, Texas and being more particularly described as follows: COMMENCING at a 1/2" iron rod with cap found in the south right-of-way line of Longhorn Road (a variable width right-of-way) at the northwest corner of a tract of land described in Special Warranty Deed to Northwest Pipe Company recorded in Instrument No. D207381363, Official Public Records of Tarrant County, Texas; THENCE departing said south row line and with the west line of said Northwest Pipe company tract, South 0°21'16" East, a distance of 243.19 feet to a point for corner; THENCE departing said west line, South 89°38'44" West, a distance of 12.65 feet to the POINT OF BEGINNING; THENCE South 0°00'00" East, a distance of 265.00 feet to a point for corner; THENCE North 90°00'00" West, a distance of 210.00 feet to a point for corner; THENCE North 0°00'00" East, a distance of 265.00 feet to a point for corner; THENCE North 90°00'00" East, a distance of 210.00 feet to the POINT OF BEGINNING and containing 1.278 acres or 55,650 square feet of land. All bearings shown are based on grid north of the Texas Coordinate System of 1983. All dimensions shown are ground distances. NORTHERN CROSSING �:►_ ::• � ► REGISTERED PROFESSIONAL (� LAND SURVEYOR NO. 5336 � 12750 MERIT DRIVE, SUITE 1000 DALLAS, TEXAS 75251 PH. 972-770-1300 dana.brown@kimley-horn.com P�e��p E T ' -. cn �: �� ...... ..... .......:1.. '•. ,o� \ �9.;:•�F � ..,i..... f... ... � �, � ;.: iS S����. o� .•�y ;�1 u R v °��.��i� A.F. ALBRIGHT SURVEY ABSTRACT NO. 1849 TARRANT COUNTY, TEXAS G� Kimley-Horn � and Associates, Inc. 12750 Merit Drive, Suite 1000 Tel. No. (972) 770.1300 Dallas, Texas 75251 Fax No. (972) 2333820 N/Ae I DSRDbv I ChDA6 bV I DECa2012 I 064426904 I StOF2o. 12 11:14 AM DWG NAME K:\DAL SURVEY1064426904-NORTHWEST PIPE\DWG\064426904-NORTHWEST PIPE DRNG ESMT 1.DWG LAST SAVED EXHIBIT A �Y L�� LONGHORN ROAD A VARIABLE WIDTH R.O.W. IRFC (C.M.) I I I ( I L� P.O.C. N89°32'52"E 870.52' P.O.B. h- � c� Z `— O�~ U a- U � � H Qc�*�� � � �� 0 Q� � NORTHWEST PIPE COMPANY INST. NO. D201212458 O.P.R.T.C.T. � W E 0 100 200 GRAPHIC SCALE IN FEET N90°00'00"E 210.00' 1/2" IRFC (C.MJ S89°38'44"W 12.65' NO°00'00"E 265.00' 1.278 ACRES 55,650 SQ. FT. � �, �� �� i // � // / // / // /,� N90°00'00"W � ' ' ' 30' SEWER EASEMENT10.00' / ��I/ VOL. 7202, PG. 1346 --l����� D.R.T.C.T. 30' SEWER EASEMENT � �� VOL. 7277, PG. 109 � � D.R.T.C.T. � �� / / X � ,�2��� M � � � , 1 1 , , � � � \ TARRANT COUNTY WATER CONTROL AND IMPROVEMENT DISTRICT NO. 1 VOL. 2866, PG. 186 D.R.T.C.T. NOTES Ail bearings shown are based on grid north of the Texas Coordinate System of 1983. All dimensions shown are ground distances. LEGEND P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCING C.M. = CONTROLLING MONUMENT IRFC = IRON ROD WITH CAP FOUND D.R.T.C.T. = DEED RECORDS OF TARRANT COUNTY TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY TEXAS � Z � O U H Z � � H SO°21'16"E 243.19' NORTHWEST PIPE COMPANY INST. NO. D207381363 O.P.R.T.C.T. 265.00' CITY OF FORT WORTH VOL. 4779, PG. 720 D.R.T.C.T. NORTHERN CROSSING A.F. ALBRIGHT SURVEY ABSTRACT NO. 1849 TARRANT COUNTY, TEXAS C�� Kimley-Horn � and Associates, Inc. 12750 Merit Drive, Suite 1000 Tel. No. (972j 770.1300 Dallas, Texas 75251 Fax No. (972) 239-3820 Scale Drawn b Checked by Oate Proiect No. Sheel No. 1" = 200' SRD DAB DEC. 2072 064426904 2 OF 2 PLOTTED BY DUNN. STACY 11/29/2012 11:14 AM DWG NAME K:1DAL_SURVEY�064426904-NORTHWEST PIPE\DWG\064426904-NORTHWEST PIPE DR G . LEGAL DESCRIPTION 0.279 ACRES EXHIBIT A BEING a tract of land situated in the A.F. Albright Survey, Abstract No. 1849, Tarrant County, Texas and being part of a tract of land described in Special Warranty Deed to Northwest Pipe Company recorded in Instrument No. D201212458, Official Public Records of Tarrant County, Texas and being more particularly described as follows: COMMENCING at a 1/2" iron rod with cap found in the south right-of-way line of Longhorn Road (a variable width right-of-way) at the northwest corner of a tract of land described in Special Warranty Deed to Northwest Pipe Company recorded in Instrument No. D207381363, Official Public Records of Tarrant County, Texas; THENCE departing said south row line and with the west line of said Northwest Pipe company tract, South 0°21'16" East, a distance of 798.78 feet to a 1/2" iron rod with cap found at the southwest corner of said Northwest Pipe Company tract; THENCE North 75°21'19" West, a distance of 302.71 feet to the POINT OF BEGINNING; THENCE South 0°00'00" East, a distance of 135.00 feet to a point for corner; THENCE North 90°00'00" West, a distance of 90.00 feet to a point for corner; THENCE North 0°00'00" East, a distance of 135.00 feet to a point for corner; THENCE North 90°00'00" East, a distance of 90.00 feet to the POINT OF BEGINNING and containing 12,150 square feet or 0.279 acres of land. All bearings shown are based on grid north of the Texas Coordinate System of 1983. All dimensions shown are ground distances. SOUTHERN CROSSING DANA BROWN REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5336 12750 MERIT DRIVE, SUITE 1000 DALLAS, TEXAS 75251 PH. 972-770-1300 dana.brown@kimley-horn.com � �, � P.� ......�..... F l ............,..... � .::.......... ,i" b �, • � / �'••, _ �Q;.- � i� 9;%A � E S S��. ' 0 0� 0 ''S '�' R'v �y ' � ��,�1 A.F. ALBRIGHT SURVEY ABSTRACT NO. 1849 TARRANT COUNTY, TEXAS G�� Kimley-Horn 12750MeritD_.�ei000 and Associates���IlCo Dallas, Texas 7525'I Fax No. (972) 2393820 Scale Drawn bv Checked bv Date Proiect No. Sheet No. N/A SRD DAB DEC. 2012 064426904 1 OF 2 PLOTTED BY DUNN, STACY 11/29/2012 11:15 AM DWG NAME K:\DAL_SURVEY�064426904-NORTHWEST PIPE\DWG\064426904-NORTHWEST PIPE DRNG ESMT 2.DWG LAST SAVED EXHIBIT A ..u� _� u.._� LONGHORN ROAD VARIABLE WIDTH R.O.W. � i ii i� 1/2" IRFC �•O• �• (C.M.) � � N89°32'52"E 870.52' ��.M., N W �� �� z� O�~ V � U H��: Qc�i� �' � � J 0 H � E � 100 200 GRAPHIC SCAIE IN FEET NORTHWEST PIPE COMPANY INST. NO. D201212458 O.P.R.T.C.T. // / �� �' // � 30' SEWER EASEMENT �I � VOL. 7202, PG. 1346 / D.R.T.C.T. / / 30' VOLE 277 PG. 909 ��/�/ D.R.T.C.T. / // � }. P.O.B. �// � � i o N75°21 19"W N90°00'00"E 302.71' z 90.00' � /� / � 0.279 ACRES ,� � / Q 12,150 SQ. FT.--� � X f�,,` ` nin�nrnnn��F ' / � � ��_ 135.00' N90°00'00"W 90.00' NOTES TARRANT COUNTY WATER CONTRO� AND IMPROVEMENT DISTRICT NO. 1 VOL. 2866, PG. 186 D.R.T.C.T. All bearings shown are based on grid north of the Texas Coordinate System of 1983. All dimensions shown are ground distances. LEGEND P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCING C.M. = CONTROLLING MONUMENT IRFC = IRON ROD WITH CAP FOUND D.R.T.C.T. = DEED RECORDS OF TARRANT COUNTY TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY TEXAS 135.00' �� �, \ � ti w � � NORTHWEST PIPE COMPANY INST. NO. D207381363 O.P.R.T.C.T. 112" IRFC (C.M.) CITY OF FORT WORTH VOL. 4779, PG. 720 D.R.T.C.T. SOUTHERN CROSSING A.F. ALBRIGHT SURVEY ABSTRACT NO. 1849 TARRANT COUNTY, TEXAS C�� Kimley-Horn � and Associates, Inc. 12750 Merit Drive, Suite 1000 Tel. No. (972) 770.1300 Dallas, Texas 75251 Fax No. (972) 23&3820 1 S 200' I D SRDbv I Ch DAB bV I DEC.,2012 I 064426904 I S2 0F 20 PLOTTED BY DUNN, STACY 11/29/201211:15AM DWG NAME K:1DAL_SURVEYl064426904-NORTHWEST PIPE\DWG\064426904-NORTHWESTPIPE DRNG ESMT2.DWG LASTSAVED M&C - Council Agenda Page 1 of 1 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 2/19/2013 DATE: Tuesday, February 19, 2013 LOG NAME: 20ROWE5804-NWPIPESWFMA REFERENCE NO.: **C-26105 SUBJECT: Authorize Execution of a Stormwater Facility Maintenance Agreement with Northwest Pipe Company for Property Located at Longhorn Road, A.F. Albright Survey, Abstract No. 1849 at no Expense to the City (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council authorize the execution of a stormwater facility maintenance Agreement with Northwest Pipe Company for property located at Longhorn Road, A.F. Albright Survey, Abstract No. 1849, at no expense to the City. DISCUSSION: Northwest Pipe Company is the owner of a 35.00 acre tract of land upon which will construct Stormwater Management Facilities. The facility is being constructed to limit storm water runoff from their property to predevelopment levels. The facility will be located west of South Saginaw Boulevard and south of Longhorn Road, in the A.F. Albright Survey, Abstract No. 1849. The terms of the maintenance Agreement will ensure proper maintenance of the facility by Northwest Pipe Company, at no cost to the City. The facility is located in COUNCIL DISTRICT 7, Mapsco 48A. FISCAL INFORMATION / CERTIFICATION: The Financial Management Services Director certifies that this action will have no material effect on City funds. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: Submitted for City Manaqer's Office by; Oriqinatinq Department Head: Additional Information Contact: FROM Fund/Account/Centers Fernando Costa (6122) Douglas Wiersig (7801) Cloyde Jordan (2388) ATTACHMENTS 1. 5804-20ROWE5804-NWPIPES-SWFMA.qdf (Public) http://apps.cfwnet.org/ecouncil/printmc.asp?id=18002&print=true&DocType=Preview 2/26/2013 MAYORAND COUNCIL COMMUNICATION MAP a Z U � \ \, �''�y .�'�O '�i ���F � . �w �kF � __. � m'�-1( � �� r _ '.i 1 i `i WILLS �. /�./ � /CREEK - � � %j/"� �111�-� � �, :; I ,. � � \\�\\ ,': p�ALOMAi � �RTH B�''QNCq HI,LL � �� I._ IIII � � � i _ . � ` �OVE / } 1 �.YL.�.- i i-�_ i i S I 1—� -' `' �` . � � �- �" � � , � ,_s �,.T�R-r� ,' l_,�sqkL� � � � � �- � _��� � . � � ; � �i . • - i`��i� /� ��� �_�.�; j`� ° .�.--.. i -� o �w .� � o .'. o 0 � �' �'� �� N' , �-�• 'I R � � �� '.'^: � � r.. ` � p } � . ' �. f y = � :�� � % � y � - - .. � `�� -s ,-�. ! �,� � . ;�� i�, � Arc � — � � � � t � i n� �`-,-� i i� �L � I 20ROWE5804-NWPIPES-SWFMA i I _J i I � ---�-��.. J ,-_- . . , , ,; � �� __�., i � -� r %,.a i � .Z ,Z � � ��Copyright 2011 City of Fort Worth. Unauthorized reproduction is a violation of applicable ��?� I I 1 laws. This product is for informational purposes and may not have been prepared for or be Q"Q _. 1__ , suitable for legal, engineering, or surveying purposes. It does not represent an ornthe-ground i--'-� �a � I � i"" i�-' survey and represents only the approximate relative location of property boundaries. The City �- -�--i ��m.� I � %GROMWELLofFortWorthassumesnoresponsibilityfortheaccuracyofsaiddata. -- - ,'/// '_(�(-, 1�'; .nIFS�-> I I>\`�I f-i I ii F-.i 1 �} \,.`-'� - Qm � .. ..._ OJ 00 U ` , _ ` - c -. q � �'/�� ' I /i 1! � -` �...- :��y � - _ _ _ ♦ D �i C � ,� �. - IF% � IL� ; �� .�� ; -� , _ � �_ �. � O I ill' �' � — - � �� � LONGHORN � J ,�.STORM WATER FACILITY MAINTENANCEAGREEMENT EASEMENT .� �� � 55,650 SQ. FT. OR 1.278AC. 4 �.'� � I • � f . . • � ?�� r � � '�� � ' _ -< � • r i, ;. ' � • , J:' � � �\�!�. ; ` �� I � � j� �� � '�; �. 1/�; : 1 _" � � �.�� ��� ���� � , �; 1'l0� � � -: A/�\ �-,,�r� �,����;< .}w�:.}n^='; � . TM �� ����?8 �,` i .��. � %��J�/%\�!` ��"���A \�� - — / ,��T'?\'\\ / ' I_ I � V � I ��� M,?'����\�Z� � o �\� �n` � � ��� � - - - , 2 � Marine � _ Creek ' � � � Lake ` �, �'�� ` 238] / �. Acres �.� ���� ��O e - - � B�yO j�� <'��` ;, :� c � `� � n.' 1` �� J� ,' � pP�>��./�% ` - 1 _ _ _•.. I = ! :'� � �:.--�J ���� ` ;� I 1 _-`- . : I f _ , � . ' � : —STORM WATER FAGI�L �• - ---. � � � � MAINTENANCEAGREEMENt 't' EASEMENT � ,.'�,• 12,150 SQ. FT. OR 0.279AC� y - �� i��, �� ` � J y i, , ! Y,, j � r I� ; n • � , : ;� �it % /f,� i' ' �.'Yr �. / �� . i � "� - �p t �� -.�� /! ' f i �' i I�i Ffti� �� � r Ji � � , � iWHll r • 'OAK . _,,� ' ---- - �;;. � � .7� . �� 1 � r �I. . � � iI I .I� , ���— R , �, � J 1RNE�f 0 200 400 800 � � � �Feet —��I - :� - - — DETAIL OF PROJECT LOCATION . ��� � � \� � LON �._ �-��� Q c� w 0 C �� �' _ � �F z O � �'\.,- C � I N %' � e_ oNo �� `I v z J � U Z J r� -�_ -_ �=� --�-.�. \\ ��.c �P °�KWo �� m�!� � —� \ �qRk � �D �.I, 0 2000 4000 8000 I I 1 1 IFt e DOE# 5804 Parcels out of the A.F. Albright Survey Abst. No. 1849 D201212458 • • _ • • ' PLANS SUBMITTAL/REVIEW LOG isc suaMrrr�.t, o9,�inaiz -NOT FOR CONSIRUCiTON 2nd SUBhllTTAL -FUR CONSTRUCITON ll/19�tl12 � � T OWNERlDEVELOPER: � ` NORTHWEST PIRE COMPANY � ; 351 LONGMORN ROAD � " SAGINAW, TX 76179 � � CONTACT: KINNITH BLACK-PRODUCTION MANAGER " ` PHONE: (817) 529-8101 V � FAX: (817) 829-5051 ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. 12750 MERIT DRIVE, SUITE 1000 DALLAS, TEXAS 75251-1516 CONTACT: HIILARY K. VONAHSEN, P.E. PHONE: (972) 77�-1300 FAX: (972) 239-3820 KHA REGISTRATION NUMBER: F-928 • � GR I GM2 ..___ —_._... C�u3 . _ , "_'"__' c oo+ Gtut otuz C-103 C-lVi G2Ui G3112 G30I • • ♦ , � . ♦ � � , . . • . • • • � , • • � • NOVEMBER 2012 �x����� � _ I SHEFITRI.L� � COVERSF�F.1' _...." "__ "__'.__ . FRUS[OYCOMROLAETSiLS URAAN [`(1RGS'1'RY Pi�i! 1•IiASL' IL TRR[GATIUI: PL4N iVlD DETAILS �, /i�� 1 /8�3 �'1"�1P� . CALL �EFORE YOU DIG DIG TESS 1•800-DlG-TESS (� least 72 hours prior to digging) U C � CJf � G � . FK- � ¢1 � • r m � Q O Qj rN I = v� r��� >, " - G) Q `Q < o �}� Z O 1� U V Q �j Q Z ��eY �� M O Y �V IV� I } C w��Y �N� z� P 3 „ � W3 �� �� a � ^ � . VonAl 103601 r 0 ¢ a •s, � � z > f c N 3 Y m�c W, J "" O S 2 3. �3: N J � � m � 1 K � a � m c � w =:0 � �i � 3� � - � ¢ � a i " V N C� n U � W _ � � W � � U � � f- W � _ �- _ �� � � � Z � O � SHEE? NU64BER C-001 PLAN REVISION LOG E �a on K!{q GENEf2Pl. COHSiftUC710N ItOTES: 7. ALl GO45TkUCT10N SHALI 8E F4 ACCORDM1Cf `NITH THE STANOMD SPEGFlGATIONS FOR PUBLIC WORKS 39. ALL APPURTENANCES INSTAllED IN PAVEA4ENTAREAS SHALlBEADJUSTEDlS ftEQNREDTO BE FWSH 7. THE CONTRACTOR SNALL SALVAI=E AN� PROTEGT ALL EX!$TI!!G POYlER POLES, SIGNS, l.1ANF10LE5, GOU5iF2UCT104 FOR THE CfTY Of FORT WORTM STANDAFi05 (LATEST AODRION�, N10 M7Y SPECIAL WfTH FINISHED PAVEh1ENT. TEIEPHONE RiSERS. VIATER V�VES, E7G THAT ARE ?O RElAAIN OR eE ftEIOCATEO DUR:NG All PROVISIONS ADOPTEO BY THE CIN OF FORT WORTH.I}1E SUB�NISION RUlES AN� REGtILh710�5 aF THE GTV � CANSTi2UCT1ON PNASES. - OF FORT YfOR7H (LATEST EDITION) AND NCTCOG 3RU ADDITIIXI CONSTRUCTION STPNDAROS, T}(E PRQIECT d0. 7HE CONTRAG70R WILL 8E SOLEIY ftE5PON518LE fOR COA/PLETI�G AND 1l.iPLElAENTiNG TRAFFlG SPECIFiCATiON BOOK, ANO TNESE GONSR3UCTION PlMS. THE CIN OF FOFtT YlORTH SPEGfICAiIONS SHALL CONTROL PINI. � 8. EXIST��G oFFSfTE CONTOURS AS SHOWN O}� THIS PLAIJ WEf2E TAKEN FROM AN NENt4l TOPOGWNHIC GOVERN IYHERE OTHER SPECIFICATONS 00 NOT E%15T. M CASG OE CONFL1C1lNG SPEqfICATIONS OR SURVEV PREPAF2EU BY OTIfERS. BP.SFD ON TME BENCN".1PAK SHOWN. CONTRACTOR SHAiL �DETAILS,iHEOWNERAt7DENOMEERStUILBECONTACTmPR10RTOCANSTRUCTION. 41.THECONTRACTORSIi/L16ERE5PONSIBLEfORPROVIDING'RECOftO'PLHtiSTOTHEENGINEER REFERENGESANEeEtv'GNt.SAFtK SMGWING TME IOCATiQN OF WAIER ANO SRYER SEf3VICE5 AND A11Y DE\IAT�Of1S FROM PLAl7S FIADE 2. THE COt.TftAGTOR SNALL BE RESPDY.SIBLE TO FURNISH ALL /MTERIA� AND LA00R TO CONSiRl1CT THE DURRtGCONSTRUCTION. 9. REiERENGf STRUCTURAL ORAWINGS ANU SPECIFICATIONS AND GEOTECHWCl�! REPORT FOR FACWTY AS SHOVM AND OESCRIBED IN 7HE CANSTRUCTION DOCVh1ENTS IN ACCOROMCE'NRN THE BUIL�INGPA�ANOAAVMGSUBGftAllE1NFORPMTION. APPRO�tiIATE APPROVI�G AUTMCRITIES, SPECIFlCATIONS AND RC-0UIftEMENTS. THE LONTRACioR SHAlI 42 COY7RACTORISRESPOfJ51B1EFOROBTPINMC�ALLREQUIREDPERMITSANOAPPROVALSPR10RT0 VISRTHESITEPRIORT081DDINGTO�EfERM�NEEXiSTINGCONDRiONs. COhIF1ENCiNCt'AN3TRUCTION. � 10. TNE CONTW.CTOR SHALL CIEAR Ml� GRUB TME SITE N:D PLAC� COMPACT, MO h1o�STVfiE CWl�fTK1H ALL Fp1 PEft TNE PftOJECT C�EOTECHNICAL ENdMEERS SPECIF7CA77CN5. TktE FT_� 3. ALL EXISTING UTILRIES SkOWN ARE LOCAiEO ACCORDWG TO THE WF(MAtAT70N AVAllABIE TO THE 43.ftEFEft TO M1CTCAG 3R� E�ITIOY P11D T1E CITY OF FORT Y�ORTH STANDAROS OF OESICaN FJ�D AtATERW.TOBEVSEDSHALLBEAPPROVE08YTH'cGEOTECHNICALE7hGMEERPRIORTOPtACEIAENT. ENGINEEft AT THE TIME THE DRA\4dlGS WERE PR[PPRED AND HAVE NOT BEEN INDEPENDEN7LY VER1ftED BY CONSTRUC"f�ON SPEC1flCATON$ FOROETA1tS NOTSHOWN WRH THIS PLAN SET. � - THE CITY. dIJAkANTEE IS NOT hiA�E 1HAT ALl EXISTING UNDERGROUND UTILITIES ARE SHOWN OR TFNT THE ii. GFAO�NG C�YTRACTOft SfU1� COOR�INATE WITH THE UTNN COM7ANIES FOR ANY'REQUI0.E0 LOCATION OF TNOSE SHOWN ARE ACWRATE THE LOCATIONS SHO'NN ARE FOR Bl��M1G PVPPOSES ONLY. PAVWG tliTLIttADlUSTA1ENTSANLVORftEIOCAiIONS. - FINOING THEACNAL IOCATIOH OF ANY E%ISN:G UTILRIES IS TMECOH7qqC70RS RESPONSi81L1TYMD SHAt1 /- ALL CO{JSTRVGTIOY SM�11. eE 1N GENEftAI ACCOR�ANCE WiTH THESE PVJJS, pTY OF FORT WORTH . BE DONE 9EFORE ME COAY.SENCES ANYYIORK M THE VICINf7Y. FURTHERAIOFE, THE CONTRACTOR SNAIL BE SiMlDAftP SPECIFiCAitONS. THE FINAL GEOTECHNICAL ftEPORT AN� COMIAONLY AGCEPTEO 12. TESi1NG Of lMTERUIS REQUIRFD FOR 7HE CANSTRUC7ION OF TME PAVUG 71APROVQ!ENTS SHALL FULLV RESPON318LE iOR ANY N:0 ALL OAIA4G[S DUE TO THE CONTRACTOftS FqILURE TO D4ICTLY LOCATE CONSTRUCTION STANDAROS AN� NCTGOG 3R� ADDRION CONSTTiUCTION STANOAR�S. BE PERFOWAE� 8Y AN APPROVED AGENGY FOR TEST� Ai4TER1ALS. THE N01.71NATI04 OF THE AND VRESERVE ANV AND ALL UT1lRIES. iHE 01VNER OR ENGV7EER WKL ASSl1ME NO 1IA81LfiY fOR ANY . TESTING LABOj2ATOAY AND THE PAYMENTS FOR SUGH TESTING SERYICES SMALL BE MADE BY THE OM.IAGES SUSTNNED OR C0.ST UlCVRiiEO BECAUSE OF THE OPEFATIO?!5 IN THE NGINITY OF EXISTWC� 2 THE COMRICTOR SFl4Ll FIEID VERIFV TXE HORIZONTl�L N10 VERTICAL LOCA710N5 OF ALl E10STU:G COMRACTOR THE O\VNER SHPLI APPROVE THE lABORATOftY NOMINATFD N DO THE'fESTNG OF UTIUTIE9 OR STRUCNFES, N()R FOR TEA'.POFtARY BRACING AN� SHORID7G OF 3A.1E. IF IT IS NEGESSAftY TO Vi1LITiES PRIOR TO START Of C,(N:SiRUCT10N AND SHALL N071F1' THE CONSTRUCTION tNWAGER ANO f.IATEft1ALs. IT SHPiL BE iHE CONTRACTOR'S RESPoNSIBILffY TO SHOW BY STANOAR� iESnNG SHORE,BRACE,SWINGORRr10CATEAUTIUTY,THEUI7LITYCAMPANYORDEPARTIAENTAFFECTED5H41.L06 ENGINEER OF ANY CONFlJCTS DISCOVERED. CAMft4CTOR IS RESP04618LE FOR PROTECTING PROCEOUftES TI{AT THE WORK CONSTRULTEO ODES A•,EET THE REOUIREMEMS OF THE CITYS CpNTACTEO BV iHE CONTRACTOR AND THEIR PEftA71551(N! OBTAWED REGAft01YG 7HE tdETHOD iD VSE FOR E%ISTiNG UTILtT1Es (SHOWN OR NOT SHOWN) YATMIN SCOPE OF CONSTRVCTroY. IF PN1' EXISTING SPEGFlCATI0.4S ANDTHESE PlPNS. SUCH WORK. �/T1L1TiES ARE DAMAOED. THE COHTRNCTOR SHALI REPLACE TMEM AT HIS OVM IXPENSE. 13. CONTftACTOR S�1A1L CALI 1-SOO�O�GTESS AT LEAST 72 HOUFiS PftiOR TO COMNENCING 4_ ITISTHECANTFtACTOftSRESPONSIBIIITYTOCONiACTTHEVPRiCUSUTILITYCo!.:PfYlESY1MICHMAYNAVE 3. TkE CONTRACTOft SWLLI t.WYiAW AUEWATE SRE �RANAGE WRING ALL PHASES OF . CQNSTRUCTiONFORFIELOLOCATION50FUTILITIESIN7liEVIGWiYOFiNES1TE Bl/k1ED OR AFRIAL UTILITIES WITH�tt OR NEAR TF{E CANSTRVCTION PREA BEiORE COl.iMENdNG WORIC 1F{E CONSTRUCTIO� L SHE CONTRACTOR SHALL USE S�L7 FENCES (OR OTNER METHODS APPROVE� HV THE . - CONTFiACTOR SHPLI PRON�E 72 NWRS MiNIR1UA1 M1OTICE TO ALL UTILRY COMPPNIES PRIOR TO BEG�NN@!G ENGIMEER ANO CtiY) AS RE�UFtEU TO PREVLNT SIIT PND CONSTftUCi70N DEBRIS FftOAI FLOWINCa 14. NO 7REE SHALL BE REMOYED OR DAIMGED WITHOt1T PRIOR Al1fFiOPoZA710N OF THE OWNER OR CONSTftUCT1017. oNTOADtACENTPROPERTIES. QONTPACTOR$NAILCOMPLYYlITNALIA➢PIJCABIEFFDEPAI.STATE, OWNERSREPRESEMATNE.E%iSTINGiREESSNAllBEPRE5ERVEDYMENEVERPOSSIBLE OR LOCAL EROSION, CONSERVA710N, ANO SN.7ATION ORDINA��ICES. CONIRACTOR SHALL AFl.10VEALL 5. iHE CONTftACTOR SHALL BE RESPONS{BLE TO 06TAIN ALL REQf11RFD GONSTRULTION PERh117S ANO 80N05 1EMPORARY EROSION CONTROI DEVICES UPON COMPLE710N OF PEFU4ANINf DRAIN4G2 FACILRIES 1S. CONiRAG70R SHALL VERIFY HORIZONTAL AND VERTICAL G0.�TROL PRIOR TO COhiMENC{NG PRIORTOG(N25TRUCTION. ANOTMEESTABUSHM1SENTUFASTANDOFGRAu50ROTHEROROxTH70PREVINiFROSION. CO`lSTkllCilON ANO SHALL NOTtFY ENGINEER OF AtN �ISCREPAHCIES BEFORE CONSCRUCTION � � C0.\SMENCES. - . 6. ANY GiSCREPAIdGIES ON TitE ORAWINGS SFWl. BE I�riMED1A7ELY BROUGHT TO iHE ATTENTI�N OF THE CRY. q. BEFORE ANV EAR7NWORK IS �ONE, 7HE COhTRAC70R SHALL STAKE OUT AND M11ARK Tt1E LIAaRS OF ' PRCHITECT AND Eh'GWEER BEFORE COFMiENqHC+ VlORK NO ilElO C�IANGES OR OcVL4TtONS FROM OE516N ppyFhqENT AND OTHER ITEMS ESTABUSHED BY TNE PLANS. 7HE CANTRACTOR 9HAlL PROVIOE ALl 76. �fER PtACERtENT OF SUf3GRADE AND PRIOfi 70 PLAGEMENi OF PAVE0.IENT. CO.VTfiACTOR SHN.L ARE TO BE MADE YlITHOUT PfiIOR AfPROVAI OP THE CRY AND NOTIHCATW7 TO 7HE PRCHITECT AND TNE ry�f�$$(�YSURVEYING FOft L1NE ANO ORADE CaNSROL PQiNTS REtA7E0 TO EPRTHWORK. TEST ANO OBSERVE PAVEIAENT AtiEAS FOft EVIDEtlCE OF PONDING. ALL AREAS SHALI. ADEqUATELY ENGINEER. NO CONSI�ERA710N WILL BE GIVEN TO CMNJGE ORDEftS WR WMfCH THE GTV. ENGINEER �'� - � ' � OMIN TOWAR0.5 THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTftACTOR SHALL OKT7ERWASNOTCA1tTACtEDPftIORTOGONSTRUCTiONOfTNEAFfECTE�ITEM. 5. THECONTfiACTORSFIALLSALVAGEAADPROTECTAI�WSTINOP05YERP01F5,SIGNS,hiANHOLF$ pµ7ED1A7ELYN021FY0NT!ERANDFl7GMEERIFANY0ISCREPANCIESAREDISCOVEREO. iELEPHONE RISERS, WATER VAlVE3, ETC. THA7 ARE TO REl.tA1N OR BE REIOCATE� �URING ALL 1. ALL NECESSARY INSPECTiONS M'O/OR cEftT1FlCAT10NS REqU1RED BY CODES, JURISDIMIONPL AGEI:CIES CONSTRUCTION PFiASES. � STORM ORNNAOE ANOlOR VTNTYSERVICE COMPANIES SHALI 9EPERfORM=D PRIOR TO �VILDING PO55ESSION AND THE FIfL1 1. AlL CONSTRUCTION SHAII 9E IN GEMF.RAI. ACCARDANCE WITH 1riESE %ANS. Citt OF FORT WORTH GONNECTION OF SFRVICES. 6. 7HE CO;lTRACTOR StNll. ClE.1R MO GRUB 1}1E SITE ANO PUCE, Gq`:PpGT, ANO h101SNRE STANON2D SPECIFlCATIONS. COMRtONLY ACCEPTEO CONSiRUCTION 57AN�ARDS ANU NCTCOG 3R� CON�ITIONALLF�LLPERiHEPROJ[CTGEOiECHNICALENGiNEER'SSPECIFICATIONS(REFERTOALPMA ADDITIONCOYSTRUC710NSTAHDM0.5. B. CONTRACTOR SHPiL VEWFV BENCMI•1ARi4+ANU OAiUMS PR(OR TO COPMIENCING CANSTRUCTION ORSTAICING 7ESTiNG, INC. ftEPORT NUh18ER G7007B6, OATED AUGUST b, 2010). THE FILL M4TERIAL TO 8E USED - OFIRIPROVEMEI�ITS. SHALIBEAPPROVEDeYiHEGE07ECHNIC,AIENGINffRPRIORTOPtACEl.1ENT. 2. THECONTRACiORSHA4F7ElDVERIFY7HEHOR�ZONTALANOVERTiCALLOCATtON50FALLEXISTWG Vi1LRIE3 PRIOR TO START OF CoySTRUCnoN AN� SHALI. NOTIFY TNE CONSTRUCti W� MANAGER AND 9. CONTRACTOR SW1LL jHORWOHIY CHECK COOR�INAT��N OF CML, UNOSCAPE, M1.EP. ARCHITECTURAI. AND 7, TESTING Of hW7EftIALS f3EQUlR� FOR iHE CONSTRUCTiON OF THE PAVIt�'G 11.!PROVEMENiS SHALL EMGINEER OF ANY COAft.IGTS DISCOVERED. CONTRACTOR IS RESPOYSIBLE FOR PROTECiV�G OTHER P4AN5 PRIOR TO GORM.lENCWG CONSiRUCT10N. OWNEWENOINEER SHAII BE NOT1f1ED Of AJN BE PERFOR6{ED BY AN APPROVED AGQtCY FOR TESTihG R1AiER1ALS. THE KOIdINAT10N OP iHE FXISTtt�G UTIIJT7ES (SH01V11 OR NOT 3HOV1N) WITHIN SCOPE OF fA45TRUCTION. IF AtdY EXISTING OFSCREPANCYPftIOHTOCOl,:MENGNGVniHCONSTRUCT10.4. TESTW� V�BORATORY AND THE PAVEMEM OF SUCH TESTIH6 SERVICES SHALL BE A!FL`E BY TME UIILiT1ESAREDMtAGFD,THECONTRACT(1RSHALLREPL4GE7HEh/ATHI50KR�EJWENSE CONTRACTOR. 7HE OWNER SIiALI APPROVE THE LA9URATOftY NOMINA7EDT0 DO THE TESTNG OK � � 10. THE CONTR4CTOR IS RESPONSIBLE FOR COORD;NATING M�llST65ENTS. RELOCATONS AND INSiAttAT1oN5 µqTEftW.S. IT SHALI BE THE CANTRACTOR'S RESPONSI&!1N TO SHOW BY S7PN�AR� TEST+NG 3. iHE GONRUCTtJR SHAIL VERIFY AND COORDiryATE AlL 01lAENSIONS SfiOWN, iNCiVDING inE UFFRANCHISEUPUTIESNECESS4FtYFORONSREANOQFFSRECON57RUCT7aN. - PROCEOURES THAT THE WORK-COVSTRUCTEO OOES l.tEET THE REQUIREM[MS OF TNE CITYS HORIZOMAI PNO VfRTICAL IOCATION OF CURB MLETS ANO GRATE IMlE7S AND AL� UT1L�71ES SPEdFlCA710NS ANO THESE PtANS. CROSSING THE STOFfA SENIER. 11. CONTf2ACTOR IS RESPONSIBLE EOR A1L CONSTRUCTION FIELD STPHING AND TESTII.G, U�LE55 SPECIFIED OTMERW4SEBYTHe014NfR. 8. BARRIER fftEE fW.iPS SHALL BE CONSTFUCTED AT ALL ORIVEWAV APPRDA�HES PER GIIY y, 7}{E SITE UTIl1TY COYTRACTOR SHALI GftOVIDE ALL 1MTERIAIS AND APPURTFl�WJCES NECESSPRY 12UNLESSNDTEDOTHERWSE.CONTRACTORSMALLREPLACEANYFEMCi1:G,Gl1RBING,ETC.THATIS�ES�ROYED gTANOAR�S. - FORCOA!PlEfE1NS7AlLA710NOFTHESTOftMSEN'ER. UUE TOTHE C04STRl1CT10NACTNRIES, y. µy SIONS, PAVEMENT ANRKINGS. M'D OTHER TRAFFIC COMROL DEVICES SHALL CONFOMO TO THE 5. THE INSPECTOR SHALL INSPECT ALL °VIIBLIC LONSTRUCTION. THE CONTFAGTOR'S Bi� PftICE SttALL 13. TRE7ICH SAFETY UESIGN YALI BE iHE RESPONS!BNN OF 7HE 17iWN CONT72ACTaR. coNTRqCTOR SHALL .��5 MANUALON UNiFORAI TRAFFlC CANiROl6EVICEs•. 7�jCLUDEAIt INSPEGTION FEES. SUBh11TATRENCHSPFE7YPlAN(SEALEDUI'APftOFESSIONAl EYGINcEftLICENSEDiNT}fE3TATEOFTFJ(AS) 10. CO.YiRACTOR SHALL FURNISH PND INSTALL ALL PAVEMENT 6UJ3KWGS fOR FIRE LANES, PARKItMG 6. ALIWCTORCPCONJECTIOYSSHALLBECON5TRl1CTEDWfTMCONCRE7ECOLLARS. TOh1ECiNOFFORTWORTHPUBLiCWORKSDfPARTAtENTFORftEViEYlPRIOATOTNESTARTOFANYU77liT' STAILS,HANOICAPPEOPARKWGSVMEOLS,ANOMISCEI.LANEOVSSTRIPINGWITH�NPAftKINGIOTNlD � � COt1STRUCTION. AROVNnBUI��WGASSHOWNONTHEPLANS.AIIPAItiTfORPAVEMENTRARKINGSSHALLADNEFtETO 7. qLLSTORRISEWERLINES^uHP1L0EMINI7�UMCLA55111ftCP.PUBLiCONSRESTORMSEWERlWE578' 14.P11 CONTR4GTOR5 �tUSi CONFt�E THEIR ACTMTIES TO TNE WORK AREA. NO ENCft0ACF4.51EMS ONTO THECfiyOFFORTWOftTH5TAN�AR�SPECIFIGAS70N3. ANOGREATERh1AYBECIAS5111RCP. CqMRACTORTOCONTACTENGINEERWRFIOUES770NSABWT PIPE MATEf21AL PRIOR TO OROERIHG. IF USING HDPE. CONTRACTOR SHALL SUeMR TECHNICAL DATA DEVELOPED (Nt UNDEVELOPEO AREAS VlILL BE ALLUWED. ANY DMNGE RESVLTIf:O THEREFROM SHALL 6E �� ryEFEA TO GEOTECHNICAI REPORT FOR PAViNO JOINT LAYOUT PUW RE4UIREMEKTS. REFFR TO TOPROJECTENGINEEftANOCRYENGINEERFORAPPROVAIPRIORTOOR�FRINGAIHTEWAL. CAMAACTORSftESPONSi8lllttTO REPNR GEOTECHkICAI REPORT FOR REINfORCEMENT STEEI REQl1IREMFMS. PAVER1ENi NJX DESIGNS t5. ALLARFAS W EXISTINGftIGHT^sOFWAY01S7LftBE0HY51TECONSTftUCT10NNOTINCLUDE➢4VITti7N)SSGOPE �A��' BE SIIBMITTED TO GE07ECi1NICPL ENGINEER FOR PPPROVAL. ftEFER TO GEOTECXkICAI q. COMRACTORIST04YSTAlLSPECIFlEDSTORMLY�ETSSHOWNONPIANSORAPPROVEDEQUAL. OF WOFiK SMALI BE REC�HADED lJ9lANDSCAPED M70 SOODED OR PAVEO (TO WFiATEVEFt CONO(TION REPORTFORSOILCOMPACTIONSPEqFICATION. EXISTED BEfORE DISTUftBANCE). ALL O�SNR9E0 AREAS SHALL BE ftEPAIAEO TO iHE SNf,E OR BET(ER 9. aA-hIATERIALS AhD WORIQ.SAHSHIP SHAtt. CONFOFiM TO THE STANOARD SPECIFICA710N5 POft PVBIIC CANORIONTHAN 9EFOftE AftEA WAS DISTVPHEO. 72. FlRE LANES SHAIL BE �ESIGNATE� BY GONi7tA10�5 PAINTED lIA'ES 61NCHE57N WIOTH Oq EAGH SIDE tyORi(S CONSTRUC71aV FOR NORTH CENTRAL TEXAS. �A7EST EOtTION. N:D ANY SPECIPt PAOVISION OF THE F1RE IANE STARiikG AT THE QiTRANCE iftOM THE STREET ANO TO BE CONTU:UEO TO THE q5 APpR04ED BY 7HE C�Tt' OF FORT WOKiH. E%R. SUCFt LINES SHAllBE BFUGNT REU IN COGOR f 0. � 16. TME CONTRACTOR SFNLL HAVE AVAIt,A81F AT 7HE JOD SfTE AT ALL T1ME5 ONE CUPY OF THE CIXJTRhCT 17. TME COMRACTOR SlNll Pft�V�OE GO4STRUCStON STAKING FOEi ALL STOftM SEWER 4NES MO pOCUlAENTS MClUOMG PIANS, SPECIFIGTIONS, AND SPECIAL CONDIT�OYS, COPIES OF PNY RE�UIREO �� FIRE(ANESAOIACENTTOGURE3SSHALL➢EOIfTLINEOBYAB�NCHY.9oE57RiPPNNTEDBRIC+HTREOIN OTHERtJTR1T�ES. � CA`lSiRUGTIONPERRlRS,ANOER0.SIONCANTftOLPtANSANDiNSPE(,TIONRECORTS(SYfPPP). . COLORALOhGTHECUPBSGUifERIlfiE. � 12. ERIBEUMcM FOR All OMSITE SEYdER LUtES, PIIBLIC oR PRNATE, SHALL eE PER G7Y OF FOFiT WORTH i'7. 7FIE COYTRALTOR SIi4Lt. REVIEW ANO VEftIFY ALl DfMENS10NS. E�EVAZ70NS. AND EOS7ING CAMTOURS 14 � W��S'FlRE LANE" AND'NO PARKINa` SNALL BE S7ENCIlEO IN d MCH HiGH WHITE IETTERS STAhDARODETNLSANDNGTCOG3R�AooR10NCONSTRUCTIONSTANDARDs. SHOWN Ot1 iHE PIANS PND ALL FIEtD CONOITIONS TNAT F1AY pFFECi CO1JSiRUCTiON. SHOUtL p��RNAiEIYEVFRYTSFEETALIX:GTME FiRELANESfHIPESPERGNDETAI�.. UISCREPANqES OCGni. TNE CONTRAC7OR StIP1i. NOTIFY TNE ENGINEER TO OBTAIN iHE ENGINEEfY3 13.REFERT07NRCC7TCEaDE81GNGUlOELUIES(CIIAFTERI9�)FaKN.LUTiLINCR0.SSINGS. GLAftiFlCA'ttIXJBEFORECAAR.IENCII:GYATHTHECANSTRUCTION. ��, q�y ry{�DM.M RAI.IPMG, STRIMNG, ANp PAVEMENTlAARKINGS SHAtI CONFORtd TO THcAAIERIC.WS I0. CONYRACTOR SHM1IL U3E Nl NE4ESSARY SAFEf1' PRECAUTIUNS TO AVo10 COttTACT W(TH oVERHEAD N�D Y�IITH DISA6R.(TIESACT OF 1990. , 1d. PRIOR TO STARTWG CANSTPIJC770N, 7NE �4TR0.CTOR SHALt FiN(E CERTAIN THAT ALl RE�UIRED UNDERGRWNDPOVfERUNES. PERMITS AND MPROVALS HAVE BEEN OBTAWED. NO CONS7AUCTWN Oft FABRICATION SMALlOEGIN 16. REFERENCE CIN OE Fd2T V/ORiH STANOARD 40NSTRUCTbN UETAILS AN� NCTCOG 7fl0 AODITION (�ry7p. 7HE CAtlTPACTOR H4S RECEIVED AN� TFiOftWGHLY AEVIE�VCD ALL PLAt�.S ANO OTHEA 19.7MECONTRACTORSNAIINAiNiAR1ADE�UATESITEORAtW1GE0UR1�`KaALLPHASESOFCONSTltU.R10N. THE CONSTRUCTIONSTANDAROSFORHMDicMRAlPPANDOTHERPAVWGDETAILS. OOCUt,tENTSAPPROVEOBYPLLOFTHEPERhtfi'i1NGAUTHORITIES. CONTRACTOR SHRLL USE SILT FENCES (OR OTI{ER tdETHODS APPROVED OY iHE ENGWEER ANO CIT') AS 17 REFERENCE 4ANDSCAPE ANDfOR PAWiG PLANS FOR LOCATION AND TYPE OF HANDICAP RAkPS �5. iHE GENEiW, COMRACTnR ANO All SUB-CONTRNCTOftS SHALL VERIFY 7HE SURABILITY OF Ati REOU�RFD TO PftEVENT SIIT Ak0 CONSTRUCTION OEBR75 FROM ROYJINCi OMO ADlACEttT PRDPERTIES. ���AT�pajEPLATES(COLOA!ALftED)TOBEPROVIDEOM�OFORFLAiWORK. �(IST�KG AND PROPOSED SRE CMJDITIONS INCLU�ING GRA�ES ANO oilAENSIONS BEFORE COMRACTOR SHALL COMPLI` WRH ALL APPL1CrBlE FEOERAL STATE, OR LOCpL FROSION, GOYSEftVAiION, COIAVENCElAENT OFCONSTRt1CTION. !W� SIL7ATION ORDINA�CES. COMlhCTOfi SNAIL REMOVE ALL TfMPORARY EftQSION CaNTROL OEVICES �e. ALL Rt4TERU1Ls N�� WORKMANSNIP SNALL CDNFORM TO THE CfR' OF FORT WORTH STPNOARD UPON CoSwLET1oN OF PEPI�W:ENT ORNNAGE FAGLIT7ES NJD THE ESTPBLISHMENT Of A STAND OF GRA55 SPECIFICATIONSAN�hCiCOG 3RDAODI510N CONSTAUCTION SThNOMDS. 76. THE ENGIkEEti SHALLBE NOTIPIED iMMEDIATELY OFANY DISGREPMq[5. OR OTHEft GROYRH TO PREVENT EROSI�t�. CONTRqCTOR IS RESPONSIBtE FOR Fl WYG N.O.I. AflD N.0.T.IYITH - � THE'fNRCC. CONTRACTOR SOLELV RESPONSIBLE PoR AlL M.ANOAiED SY.4PP RECORO KEEPN7Ca AND �g CONTfiACTORRE5PON510LEFORPREPAFUTION. SUBM(iTAL,ANDAPPROVP18YG1Y0FFORTWORitt �7. C�ITRACTOftSHAILVERIFI'PILEXISTINf INVERTSMORIMEtEVATIONSPRIORTOCQ4STRUClION. REPORTI!lC�. . " OF7RAFflCCANTROLPLANPftIORTOSTARTOFCONSTRUCTION. - 20. COtfiRACTORTOOISGOSEOFALIE%CFSSFJ:CAVATION}.IATER1AlSAS01RfiCTEDBYTHEOriT1ER. 18. ALl PftOPOSFD COtiTOURS ARE APPROXIl.1ATE. PROPOSEO SPO7 ELEYATIONS AND OESIGNATED 20.SIDE\VAIKSADJACENfTOCURBSkW1BECOkMECiEDT06ACKOFCUPBU5INC.LONG(NDINALBVii GRADIENiARETOBEUSEDINTHEEVENTOFANY�ISCREPPNCIES. 21. Al4 EXCAVATION 15 UNCUSS{FIED lJJ� SHAIl INCUIDE PLl fAATEftW.S Ett(:OUN1EftE0. UNUSABLE 101M. ' EXCAYATE� 1.9ATERIAI ANO ALl WASTE RESULTING FAOh9 SRE (:IEPAWG AND GRUBBIYQ SHALI BE OISPOSED 19. TRENGH IXCAVATION FOR TRENCHES 5 fEET Oft MORE IN OEPiH SHAII BE HI ACCORDMCE WRH AU. OF OFF SRE 6YTNEGRADING GthYTRA(.TORAT HIS IXPENSE. . 21. U�LESS THE PLANS SpEqFlCALLY OICTATE TO THE COt7TRARV, ONSRE ANO oTHER OIRECTIONAL pR�VIS104S OF PART 7926, SUBPART P-'EXCAVATIONS, TRRJCM+NG AND SHORING OF TNE SIGNS SNAII BE IOCATEO oU7 aP 7HE PE�ESTft1AN ANO AUTOt/.O&LE ROUTES AND SHALL 8E OCCUPATONAL SAFEiY ANO HEAl7H8 SiMDAROS AND INT6tARETASIONS'. R SFiqt.L BE THE ?2TMECONTRACTORSHALLf1EPRANOGRUBTHE5ITEAN9PlACE,COMPACT,Alh�AlO1SNRECANOtT104 fNl LOGAT'cD BE(YlEFN iHPEE TO FNE fEEi BEHIND THE NE4REST BApC oF CURB. SIGN HEIGHT, RESPIXJSIBILITVOFTMECOtiTRACTORTOCANFORhiTOTHEA90VEPftOViSiONS. PER7H[PROlECTGEOT[GFiNICALEfiCaiHEEft5$AECIFlCATIONS.�THEFlLLMATERIALTOB[VSEDSHAtLBE ��T��y�DSiRUCTURESHPIIBESUCHTfiNiTHESIGNSPOSENo711RFATTOPUeLICSAFETY. � - APPROVFDBYTHECEOTECW�ICALENC�WEERGRIORTOPIACO.SENT. 20. ALl STORA6 PIpE COYNECTIOryS FMFRWG STRUGTVIZES Oft O7HER STOftM PIPES SHAli. HAVE A � 71. UktE55 TNE PLANS SPECIFlCACLY OICiATE TO THE CUYTRAftY, ONSRE AND OTMER D!RECTIONAI COkCRETE COLLARANU BEGNOVTEO TO ASSURETHE COt�NECTON �S WATFRTIGFfT. 2�. ALL SIGNS, PAVER4ENT M14IRNINGS. AND OTNER TRAFFIC C0.YTROL DEVk:ES SH:3.L GONFOfU.{ TO iHE TIXAS S{GNS SHALL BE ORIENTEO SO iHEY ARE READILY VISIBtf TO iHE ONCOMUl� TRAFFIC FOR WHICH ' MNlUAL ON UNIFORht TRAFFlC CONTROL DEVIf.ES'. THEY ARE IMENDE➢. FIELD ADJIISTMEMS OF IOCATION AND ORIENTATION OF THE SIGNS ARE i0 8E p�, (�L WYE CONNECTi0N5 M� PIPE eENOS LESS THAN 36" M2E TO BE PREFABRICATED AND INSTAILE� 61ADE TO AGCOMPLISH THtS. PER A1AF:UFACNRFRS SPECtKICAT10N5. 24. ALL REINFORQNG STEEL SFWLL COtiFORtA TO ASTA/ A-61a. GfiAOF, fi0, AND SHAtI BE SUPPORTFD BY 8AR ��M�CTOR ftESPONSI9LE FOR IN57PlUNG NECESSARY CONOIIR FOR UGH71hG, IRRIGA710N, ETC. WATERAND SANITARY 4:WftS. Pry�pR TO PLACE1hENT OF PAVEft.ENT. All C0.45TRl1GilON DOGUMENTS (CN1L, MEF', IAN�SCAPE, AND 1. ALL MHTER�ILS MD WORIQ.LINSH�Y TO CONr'ORM TO THL REOl1IREMEN75 SEi FORTH IY THE C{Ty OF 25.WATERLMESCROSSi^7GSTORMS�Y+ERL�hE5ANO5PhiTARYSEWERIJNESSHALL8EINCONPoft:fA1:CEWITH �CHITECT)SHA4t8ECONSULTFD.- FORT'NOf2TH'STANOARDSPEdFlCAT10N5'M'ONCTCAG3RDAOOITIDYCONSTRUCTIONSTANOARDS. ALItEXFSCOt:A4SSIOMONENNRONN.Et7tALQUALRV(TCEQjSPECIFICAl70NS. pq,OEFORE PIACING PAVE7.1EhT, CAHIRACTOft SHNL YEftIFY TNAf SUITABLE H/W�ICAPPED ROUTES 2 YlATERFWNSSNFLLBE WGC89UtlR1iClA55209,EXCEPiWHENOTNEFtWISEN07E0. 26. iHE SRE U7R(fY CONTR4CTqR SHAt4 PROVIDE ALL 1�,1hTERIALS ANO APPURTENAt7CES NECESSARY fOR (PER AA.A. S TA.S) E%IST TO MiD FROM EVERY OOOR. IN NO CASE S1VJl NANDICAP RAkP SlOPES � GOMPLETE WSTAllAT10N OF THE U7ILITIES. ALl PUBUC PIPE STRUCTl1RES ANO FITlINGS SHALL BE �CEED 1 VERTICAL TO 12 HOFi17.ONTAL. IN Y.O CASE SNALL SIOEWALK CRO55 S�OPES E%CEED 2.0 3. SEWERPIPESWILLEEM1IINIA+.UMSDR35 WC. . INSPECTFD BY iHE C�IY INSPECTOR PRIOR TO BEU:G COVERED. THE INSPECTOR !Al)57 AlSO BE PRESENT �RCENT. -IN NO CASE GtiN.L LONGfNOIVAI S�OEIYALK SlOPES EXCEED 5.0 PERCENT. COMRACTOR WRWCa�I51NFECTIONAN�PFL55UPETESTINGOFAtlf.L11N5.7MECOMRAGTORS$IDFRICESHALLINCLUDE SNALICOtJ�ACTENGINEERPRIORTOPAVINGIFPNYIXCE$SNESLOPESAREENGOUMERED. NO a. WATER�NSSHALINAVETHeEMIOWiNGM�M!AUMCOVERBElOWSTREETGRAf)ES: ALL INSPECLION FEES. AS PN AL7ERNATE. THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION FEES �NTRAGTOftCHMlGE OR�ERS WiIL 8E ACCF..PTED FOR0.DA, AND TA.S. COASPLW:CE i55UES. SRE COVER oiaeer�rrorHeeim. � ''d 25.AL1(:ONSTRUCTIONSTAGINC+AREASTOBELOCATEDQ4SRE(VltTHViPR41ECTli1.i(TS), iG' 4.0' 27. ALL FlftE HYOR4NTS, FITTWGS, VALVES. ANO PIPE Et:05 SHALL 9E BLOCKEO IVRH CONCRETE PER CftY � �r $'p SiANOhFD6. . Z6.AlLJOtNTSSHALLEXTEllDTkIROlIGH7HEClIRB. LARGER h55HOWN.QNFlANS 28. TOP RIM ELEVATIONS OF 11l SANITqRY SEY1Eft 0.1ANHOlES SHALL RE f.f10R01NATE� IMiH TOP OF PAVEMENT z�. TME MINIA:UM LEN6TN OF OfFSET,lOiMS AT RADNS POINTS SHALL BE 2 iEET. 5. lYATEi2FNo SANfTAFt'f SEY!"cRSERVICES StULL IdEET PLURi81NG CODE REQUIftE1.1ENiS. Oft FMISHE� GRADE GRADING 8, fIRE FiYGRANT3 SHALL BE PER 7HE Cftt OF FW2T WOR7H STANDAROS AND NCTCOG 3RD ADDITON 2B. h1E SR[ UTIL.fiY CDNTRACTUR 6HPLL PROVIOE ACL �.IATERIALS AND APQIIRTLkANCES NECESSARY FOft 1. %�L� CONSTRUGTtON StiP1L 8E IN GE�ER4L ACCOft�ANGE WITM THESE PW�S, CI7Y OF FORT WORhi CONSIRUGTON STANDAR0.S. COMPLETE INSTAiLAiION OFTNESTOR;A Sc�YER STAM1MDAftO SPEC�FICATIONS, TME FINAL GEOTECHNICAL REPORT PN� ALl 16SUED ADDEN�UMS, M� � CO!.U.10NLVACCEPTE�CANSTftUCTOtJSiANOMDS. 7. VI�EO TAPE OP StIYER �C�E TO EiE PROVIOED TO OIRECTOR OF PUBLIC SERVICES, 0Y THE 30. CONTR4CTOR SHALI CONSTftUCT PftOPOSEO pAVEMENT TO h1ATCH E%�S71hG PAVERIENT WITH A ShSOOTH, � CONiRACTOR. � FLUSH, CANN=CTION. 2. UNLESS OTHEftWISE N07E�, PROPOSED CONTOURS M'O SPOT ELEVATIONS SHO'!IN IN PAVeD AftEAS . ` REFLECTTOPOPPAVEhiFNTSURFACE.ADD.50'TOPAVW6GRADEFORTOPOPCVRBGRhOE. 8. FlftEMYDRP17TS5HA11BELOGTEDBETV.'£EN<'ANDTFRO!.1THE8AGKOFCUFB. 37. THE CGNiRAGTOR SHALL PftOTECT Hti E%iSTihG STRUCTl1RE5, UTILRIES. ANO OTNER FAGIIITIES TO REhWN 3. THE f.OfJTRACTOR SHALL FIELD VERItY THE HOftIZONTAI MtU VERTICPL LOCATIONS OF Pll EJ(ISTMG g, �[ IS lHE CANTRACTORS RESPoNSf81L(iY TO FIELD VERIFY E%ACT L(1GATI0.\'S OF EJ(ISTING PUBLIC ANOSHALLREPAIRANYDA0.IAGESDUETOHISGONSTf3UCTIONACiNR1ESATNOCOSTTOTHEOYlNER ����ESPRIORTOSTARTOFCONSTRUCTKNIMDSHAILNOTFY'fH£C(MJSTRUCTIO�RIANAGERAN� ANDPRNATEIfTiL�TtESPNOSERViCESPRIORTOCOLVAENCINGCO.YSTRUCTION.7HEC01�TRACTOft 32 CQYTRACTOR TO P➢1USTALL GATEVALVE COVERS TO MATCH PROPOSED PAVIYG GRA�ES. ENG1NEEft OF ANY CONFlIGTS O�SC,OVERED. CANLRACTOR IS RESPONSIBIE Wft PftOiECTIhG SHnLL GALL i-000.D:GTE55 foR FlE10 IOCATfON OP EXISTING UTM1fiIES. CALL AT LEhSi 72 HOVRS EXi5T1NG UTIlITIES (SHOWN OR NOT SHOV7N) VlITHIN SCOPE OF CONSTRUCTION. IP PNY EXISTING BEFORc l0(:ATWi1S ARE NEEUED: NOTE TH4T THE DIG TESS SERVICE OOES NOT LOCA'(E Ptl 33.THEOPERATINC.NUfOFALLGATEVALVESSNAClBE2FEETBEl01YfINISNGRAO£(I.IIN:MW.I). UTILITIESFRE�WAACaED.THECONTRACTORSW�1LR�lACETHEMATMSOWNEXPENSE. UTILITIES,ONLYTHOSEREGISTEREDWffH7HESERVICE. 34. MESE PIANS, PRFPARFD DY XIMI,EY-HOFtN MD ASSVGATES, INC. �O NOT EXTEND TO OR INCLUOE DF.SIGNS A. SEE STRUCTURAL SPECIFlCA710N5 FOR BUI'.9lNC+ PAD DETAILS. THE COfl�flACTOR SHALL TAKE N1 70. REFF3i TO SfTE GRP➢ING PIANS. PAVING PL.4NS: M!D LAN�SCAPE PLANS FOR FINAI GFiPDES FOR OR SVSTEf.15 PERTAINIMi TO THc Sf�Ef`! OF THE COMRACTOR Oit RS EIAPLOYEES, AGENTS OR /�Va��E PHECAVTIONS TO CAt{iROL OUST, CONTRAC70R SHALL CONTROk: DUST BY SPRINKIiNG DETffU.tININC� PftOPOSEO MlYi10lERIM ELEVATIONS. .- - PEPRE�ENiA71VES I.4 THE PERFORl.IAHCE OF THE V�ORfC iHE ENGWEEFYS SFAL HERE(N� OOES NOT EXTEND WA'(ER OR BV OTNER MEAN3 APPROVED BYTHE GTY, ATNOADDrt70NAL COSTTO TttG oYMER. To ANY SUGH SAFEfY SYSTEAI'(}tAT A1AY NOW Oft HEREAfTEft BE INCORPORATED IN TNESE PWlS. THE 11. LOCA7/0k5 ANO 51ZE5 OF EXISTING PUHLIC AND PRIVATE Ui1LITIES SHO'/+N ON THESE FtANS ARE f,ONiRACTOR SHqIL BE RESPONSIBLE FOR M:PLEtdENTA710N OF ALL REQ�IRE� SAFETV PROCE�URES AND 5. ALl EXCFVATING IS IINCiASSIiIED AND SIlALL INCLUDE ALL h<ATERt4LS ENCOUNTEFE0. UNUa"ABLE . FROM GtiY AND U1ILITY Cp�!P�y1' RECAROS Ot:IY. i}iE CO^RfiAC70ft IS SOLELY RESPOY518LE FOR PftOGRAM5. EXCAVATEO MAiEftIAI ANO ALL YIASTE RESI1LTIkG FROM SITE CI.EARR.Cs AMD GR11B81NC SHAI.I BE �OCATING ALL UTIL171cS AND FOR DAl.1AGE5 RESUITiNG FRGA FAILURE TO DO SO. DiSPOSeD OF OFF SITE BY 7HE GRAD;NG CONTRACTORAT HIS E%PENSE. 35 REFERTOSWP?PREPoRTN:OEAO5101{CONTROLPIANSFORAPFLI('ABLENOTES. 12. TNE GONTR4CTOR SNAIL BE RESPOYSIBIE FOR PAOVIDING "RECARO' PW�S TO THE ENGINEcR 6. �EFORE PNY EARiNWORK IS PERYORlALO, THE CONTRACTOR 5lMLL STAKE OUT AND MARK THE LUhRS SHONING TME IOCAT�ON OF WATER AN� SEWER SERVICES ANO ANY OEVIATIONS FROht PL4Y5 P,aAOE ;i9.REFER70ARCHRECi(1RACMlDSTRUCTURALPLN:STOVEftIFY.1LLBUItDING�i�dENSIONS. OFPAVEMENTANDORIERREt:SESTAEL�SHE08Y7HEPLANS, iHECONTRAGTORSHALLPROVIDEALI pURWGCANSTRUC710N. � NECESSARY ENGINEFfUYG ANO SURVEYIN6 FOR LINE AND GRADE coNTRot PqYTS FiELATEo TO 97.CANiRACTOR SFWL COYTACT�iHE piY BVIL�IhG OFFIGIAL TO LEARN OF ANY UNVSUAL CONSTRUCTION EIRTFIWORK. 13. THE CON7RACTOR SHALL VERIFY ALL DIMEVSIONS SHOYIN. COORDINAiiN6 TME MOftIZO�'7�At ANO VERTIGL lOCA770N OF ALL UTILI7Y SERVICES ENTERING THE BUILDING ANOIOR CROSSING OTHER Ui1IJTiES 14. ALl WATER AND SANITARY SEWER SERVICES $HALI lEWA1NATE FNE (5) FEET OUTSIDE THc BIIKDU:G, VNLESSNOTEOOTHERWISE � 15. THE SRE Ui1LiTY CONTftACTOR SHALL PROVIDE AlL IMTERULS M!0 APPURTENANCES NECESSARY FORCOAtPlETE1NSTALWTIONOFTNEUTILITIES. ALLPUBLICPIPE,STRULNRES,AhOFITTI�GSSHAII BE MSPEG�EO BV THE GT( INSPECTOR PRIOR TO BEING CAVERED. THE INSPECTOR h1UST ALSO BE PftESENT Ol1RING DISINFECTION AND PRESSllRE TESTNG OF ALL tUINS. 7HE CONTRACiOR5 810 PRICE SHALL INCLU�E At1INSPECTICN FEES. I6. lNE CONTRAGTOR St W_1.0E SOLELY RESPOk51BtE FOR SfTE TRENCH SAfFIY DUR�f1G ALl PH45ES OF CONSIRVCTtON. TME fA:iIRACTOR SMALL SUBMIT A TRENCH EXCAVATtON PR�iECTI�N PLAN. SFALE� BY A GEOTECHNICAt ENGINEER REG�SIEREO IN THE STATE OF TE%A5, FOR Att TRENCHES DEEPER TNAN FNE (5) FEET. - � � 17, 7HE CONTRACTOR SMALI PROVI�E CONS7RUGT10N STAI(ING f-0R ALl WAT[R AN� SANRARY SEN'ER LWES PND OTHFR UT7IRIES. 18. REFER TO TCEQ OESIGN GUIDELINES (CHAPTFR 217 AN� 290) (OR ALL UTRITY CROSSINGS. 19. EIr.OEDhtENT FOR ALl ONSiTE UTILIN L W ES. PUBLIC OR PRIVA'fE, SHALL dE PcR GN OF FORT WOR1T{ STANDARODETNLS. � � VER77CAl DATUM NAVD 88 (BASED ON USGS MONU�AENT Z°44 (CS1538) AND CITY OF FORT WORTH MONUMENT NO. 87106) BM 2�' SET ON THE MIOPOINT OF A CONCRETE CURB RADIUS OF A DRNEI�VAV LOCATED ON THE SOUTH SIDE OF LONGHORN ROAD APPROXIMATEIV 730 FEET EAST OF THE PROJECTE� CENTER LINEOF THOh1PSON AND 45 FEEi SOUTH OF THE CENTERL(NE OF LONGHORNROAD. EIEV. = 719.53 STO P! CALL BEFORf YOD UIG DtG 7ESS '1�840.01GTE55 f� leest �2 naurs P�rorb J+ryJ^9I � - GEOTECHNICALREPORT � INF�ORMATI6N '�� TERRACON CO11Sf/LTANTS.1f7C.. TERRACCN! PR0./ECT!!O. 551252Ji OATED: APAYf1.2(112 � s,� 1���3 U e � Cin i � ? x r. 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(2) 10'X6' RC8 N 8E DESIGNED � y //� f� / �1" { ' . �.. ta y=i�3�iJ71G i� f � I \ � -i ��. `� � -- 'o � BY OTHERS ACCORDING TO ASTM "� ' � C7577-11A WiTH SPEqAL UVE lOADiNG �' � f��'�/ �� � F� 1��.�� I/ I ���! � �\Pf � � i ! J i / Q o �� � 709.80 . j °�. / � jif.� / /� t %�y �,•l i - � ;: � � .� ��. ..4t�. �t1,E=R,t•,t., S,�li:. � I �� � i� .y fOR (TAtLOR 'BIG RED' TX-650L) I �r x � ,_ i I %/1 % � � N � r� � I / ..v. . ' � . .. ! � `I FORKUFT. CON7RACTOR TO PROYIOE i� � p f T 1 ' � l�, I SIGNED/SEALED SHOP �RAWNGS lU KHA , . 1/�/ / U'� U �p;.;/ So� ^ � ( J� � � /� � +�,, � �':. / / f� / i PROP. 200 SQ. YUS. TXDOT 78' 1HICK G", -. �:' 3 . 'u PPoOR TO CONSTRUCTION. CONTRACTOft TO � � I/ i i 1 j ' . STONE PRO7ECTION RIPRM u`� � GLL BRANOY R. UNG, PE W17H RINKER . '�", U �/ i f � rP.R.IIi'.� i�. � i � � i, �: . Og ' r/ /,/ � tL � TXDOT IIEM 432 i � � � � . . - MAiERIALS (832)590-5300 x364. /, � - � b`. /j a.. . � i : 1 � � i �� I 9 � , . ' o p � _I n'. � / ` / i / / �` !"'\ �C EvJ t F aFA� . ' KHA IS NOT RESPONSIBIE fOR iHE j �p0•, o���� p r c 1 �/ / , /•�O / � ��3a '�• � S1ftUCNRAL OESIGN OP 7HI5 SY57&A; �, j � �. { �� � �l i . t'.7, I f��; , i � / ` � . I � �` ... 10.0' � n ONLY FOR TrIE SILNG OP lt{E C(11�cR75 ,^/ � ���' �' Ii � IIy2 ..Gl�� i l� � I ?� ";• ' v- FOR CONVEYANCE OF STORH WAIER. - i j� � � - INSTALL REINFORCED CONCREIE .' � '��" .�; , I �` � � \ PA4EMEFIT PEfi DETAiI (iHIS SHEEYj � \ � PROP. 7RAILER (OESIGN 70 � - , � ri ~ i � � ` / ! ( BE'PREPME� BY OiHERS ; = � / � . , � APPROXIMATEIY 7038 SQ, YDS, � ) {_ " I � \ / ;�. .._ - . � r '�el� � ��� i f ` GRADE TO ORNN ARWND r 12 9 .;,� I . . ; - � i � / / � i � I ;� . �� ��� _ � . ._ _ �� �V 7R�UlER � �- :. . � �,;� , ^-f-705 �oa,.;,u !, , � � � � ,� ' i, � f �t� „� � Q � ` a6 S � �05 . �1 , , � � ' ; � . ' , . 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IX�Di �'-�-�' � 6 '.�II1� i ��n ,�..;::' , EA_EP�i[i�:�`-� �y�: //�� r;' CiN OF F R R7H MO�UA1cNT tJO. 87106` � nL I . � . � s9-- _. � � ' / . � �Ir �e�ONE Cf � ii f _�f 37At�uc � , ; ;` : , : ` � / 1 '% � / ' � �-' -� � 1 1 I -� \ % � � � if •. �� / : ` /.. . CONTRACTOR� TO VERIFY A.D.A. ANO T.A S COIAPLIMlCE. FOR ANY 0 T WO i � :ifJ�( �9,✓ ,�� r� PROTEC710N RIPRAP TROOT �.� � '"�'Y:_� � -i �' i �.`�.^ ... � .. %r ��, . i . / {).^,f: �: ���� •9L-��,7 ' fi^ aUE5710h5 CCNTAC7 CMl ENGINEER IMA/EDIA7ELY. - ��' � �y� �. �. � � " � � � i j . � / �`�� � �� '� ` / j/ 2. GRPAES IN ALl SiDEWALK. ACCESSIBLE ROUTES, INCIUDING �RIVEWAY . BA1 2 SEf ON THE IAIDPOINT OF A ITEM 432 "�'01� ' - i ' � ' / / , t ;1 � �`�%� . ' -' ���(�- � ' � ��tl�� r' L J � , � ' � � �• \`�� �i i '� jSi �' `�" ' CROSSINGS, SHALL CONFOflM TO ALL APPIICABI.E AO.A AND T.AS. �. COUCFiETE a1R� RAOIUS DF F DRIVEWAV LOCATEO �. lr �.-ii �: ' ;��. J . � . .^ T,�.. ' . i / - 6 c' i 8 .t. , i'.. i. ��� ���'���!,.' ��� �� � - � ,�,�� �(14 �� � t1 U Cl7�S�U � � ��� � STANDAR�S: NOT TO IXCEED S.OR ALONG TRAVEL PATH N9TH NOT MOftE ON 7HE SJU1H SIOE OP LONGHORN ROAD � _ i /�/� �� �,/;;l PROP. HEADWAIC DESF',N PER iX00T � � - `/?�-� _ _ � � :�i.��. �! ' � � _-_ ` , L t� ��i'r.(;.I � > ,<.� /.! % � �_" 3,�'.(-:; THAN 2.07. CROSS SLOPE. � APPftOXIMATELY 730 FEET EAST OF iHE PROJEC7E0 � -( �i 5 C N SON AND 4 FEET SOUTH OF // n,' f�. OETAI PW-0 ` f �'- ' 7�<. �_ ( 1. � I� i -� f-.. Et .i� a t:5 , � ir � ri "� / !� . SEE SHEET C-004 FOR GENERAL NOTE E iER t1nE OF TNOMP 5 I - ��/ i� i. ���'%�� (REfER 70 SHEET C-%104) ' ' F t ,�-!'� 4��`t �� -��� � �� Yy � � �y � :/'- . CONTRACTOR TO ADJl1ST WSDNG SANITARY SElSER MANHOLES THE CEN7ERUNE CF �OqCHORN ROPD. ' � .� >C5 ___ � ��� ' .�1� c°J... �� f'. - � � r. ,� i f ELECTRICAL MANHOLES, FlRE HYDRANTS, VALVE 80XES. WATER NETERS, I 2 � �3 �� � ��� �� � � � ' �� ' �� f � ���! '�I � i �� � -- - 4U i - �`��� �� ETQ TO MATqi PROPOSED FlNISHED GRADES IF NECESSARY. ELEV. _ %79.53 - � ��i - �q�%` '� : ..,- � + ». _ y - � i . �f�,.. � �� � � _._. ------ ; � °^ rif �� � ��_ '- �iN�° �i� . , !� ,. . - "=„ \ � �/ r � Y 1 • �! ° ,! i� ...' ' ,� � �e� �i. (. �� . . � r��l�f�. �`j _ � _� i //� . ' �: y �. i .. . : �� .: / � - '._ ` , �l � L � . c .. �. :...� ', . , .. . / J _ / � - ,_ 7� � _ , i _ . _ � 1 , \� � C T� \ `3 .w .�. _��. :� J ... -.� . :� .. _. . _ _ _ . . -- 1 - � ' _ . _ / �...� , \ `�. .+ -_. . .. . , . - �.. � . . - . 1f o . i ..a �„ -, . ... ; . . a .'-`� J/r��/��.,: , I�' -.:. .._ FV _ _ _ ; ._� . i� � , .. ,. . � � � � �LEGENO .. .. a ,4 � ;,i � �� ,-� ;'� _' '. " ..���-. y ..:;:.� k � /�-y . _ __�,a �� ..�-'��� i'iRE�NFORCED�CONGRETEPAVEMENTSECTiOµ:�,,. . ; '� ° ' ' �� � ' � � -' � CONCRETE N1 (5 BARS AT 12 OCE , , , . .:.:o ��� "�L� .;,.� ..� _ -- �-_- _ � iz' m ...w. PROPERTY LINE � � ,, _, ., ; G - : , �; � -. ,��i - - � -� - r � _ - - �- � � � . ...- . '.. � :_.. : , r_. .. � - -- ,, .. � o � �! -.`: �'-� / � EXIS'fiNG CULYERT TO ��. � . --ea+�� ��.T .��}* _ _ � ��vr� � "- - 3500 P51 COMPRE5511�E STRENGTH AT 28 DAVS - _ �.fi' � � `. I �-REIAAM . � ' � s�,I� , -' _ -. � . _ - _ ___.___. . _. .__._ ..._ __...._._-__._—_ .___ / �/ , -r i.�� f 4 J 1 J ' ; , r<4t _ �-" � � i �F._._1. �� Y . ..,= ��. i yFk. _ :. -4�; '"'. - " i � �•t PRO?OStD .,ONTOURS 636 L � L � �:.:. - - . . � = . ' ' .. _ . ._.. . . . _ ..-------.-__..___.__ -- � � � c NORTH } t � '`` _ � i ,. � r / r �.s� �,.t � i- -=�, � r �„ � s u . �-I �. f ,i�'- -y i 1 i �.: �. �r >, ��� . �� � . � j -�� _ ,]l�:k � P' 1=-l�1�31:- -- T t fv �6�i 11 {I �, �q @ / . _- � ' " � , . �. �• !a , � ' i l . •' � ' EXISTiNG CONTOURS _. __ ; - - � ..� ? �+y5 +,�y��,i � f . j� � PROP. 191 SQ. Y�S. T%D0T �� ' �� � � � �� • U F • • _ ._._._... ___.._. _ __ _ ._._._.. .__ _ .._ ___ _ '. . � ,. , r .,, I 3 ��v '� � -i � �- � � � l l � ... ; , .. � .i; -� 1B' THiCK STONE � '� � r� � rf 1 � J� YO7E: 12' OF 7X00T IiEM 247 GRADE t TPE D .. �� ��'� � � � �1 �� "� PR07EC110N R�PRPP TXD07 .� , � �'� � / � / -f�� �' 1 �-` ������'� -` riRAPHIC SCALE IN EET 1HE OKIJER HIRE� A GEO�IcCHNICAL ENCINEER TO PROPOSE A PA�MJIT � _ � �y , ,.� � , � � r•y i ',�j �r �'�}' � � .� , O 25 50 100 SECiIWJ FOR iH15 PRO.�C7. THf OMMER DEpDEO NOT TO USE THE SWALE � ' y . � \ � � , �, � �h� '�2 � i'� / : '/ �� � -- GE07ECHNICAL E�'(�NFFR'S SECTION AND DIkECTED KHA TO USE TME F � /� . 1 t r i1•. � _ i ! `:: - � :).�. `7 PAVEMEN7 SHOHN OfJ iH15 SHEET. KHA iS NOT fiE5AON518LE FOR THE --- --�--�--" - - - � "f•�i� . � r.� 1 t. � \• _.0 �C 0%./ ..-�' _ .�.� � ._ _ .._.. { PEftFORIAANCE OF 1}1I5 PAVEFlENi SECTIOtI. CO�lCRETE PAVEl,1ENT SECTION� � ' �•'d r „ J'�' ' i `��`�"�`` ta;`�-hc �` -.;� 5 / . , , .,. _ _ ti _ _ , : <�.._ .,. >r `���. _ ': � �� . lv 3 / 1 : � i � a � a�i O U O NC Q `G� � .`l. � � „ � m� �'m r 4 �a 7 o = ow nY �3 0 a � %{ � f =i _ �� H.!(. VonAl 9:'�+�'__'�,..'_. yyi 103501 zl> > W O y p I Y Z S 0 aN�� s!Ti,.ix ¢ z���-1 j�l .-o f.�l�l � ..i ��� oz � � Z C� � � f�n � V W~ � L�1.. v / U..� � ��/ � 1..1_ � O O s F- z � O ti. sHE�r r�u�.aee�a C-101 � VOL:71/f P >. 10:1 , r,. , r c:_i NORTH '. '�g GRAPHIC SCALE IN FEET eg 0 15 30 60: � "' a �� � _ '1G LL 2 E705NIG HEADWALLS AND 6 '� � - � . E 24' RCP PIPES TO BE REl40VE0 706.54 , _105 ;�� 707.72�`. •a ' � 70601 �: . P " Q . � d ` �,' � - 4: 'a . I 4� : a ; _. a o s �` � ;a •�o� $ i q �i! `a a ,�'�e . , L � ♦ 4' . <• �'. y a-�,;, /� � ° �or.iz _ � �as o0 a !� �ossz , / � . r , . �,/ ,. /` f' . '� F'L '{N)=o95.5r �• � , / �- '/ i � �,%'t , . � FL6"�E}-o95.9t �-- ��, \ � /, j 3 f �1 y� � . ; FL 12"t�o95 �i � / � � ' ! ' ews r+c unun s �� � ( � � / / �, '. � � iREMAIN. SEE MFP °- � .y� \ / �� ' . � �PUNS FOR OHE AND � a � � � : � � /`". .` , i � i iGAS DETARS � ��� / � � �r� �( J �5TA� 0+00;0 ' � � S � BEGIN: �.- / > '; ; : `v y �' (� � �s) �o�xs� Rca � � �' . I � � �' 1 i � FL 696' : ; � - ��i �A�A% � t � . , ! �J^�6.� _ I�. ' j / I : � .' �>. � l /`� i � i i � s �' E'' ( �' - �'�' : '' � I � � � � .� , �OS I ' � � � I \ " _'- . , i � `.� ���, I � I - 1 �4 � j �. . a f ;,,1 : �... J� ,�e..� .'�o�oa� �.•. � { , Q � , d'"� � , l � J - aa! < e � za7 I � I i, I b � .. 707 8� 1 �� " 1! � � g � ";, a � Q , � , . a ,; e. .Ie o�".e. � - i . � '�� �m oo ; � - � ;�1 ,' . i � • . o � �! � � !' I -:---"�-,---.7as ° � I �' 1 / ' , q' 1 K � I STA�#60.0 �a t o � � � EMD: - � � = i � � . � � ' (2) tOX6' RCB . � %° � ' I � � ti ssa' `�� 1' � 1 � ' pX ,^� `, '�i l._k` � i ' � ( �'�° � ,t � ��-' � �� , , 0 �, '�: qf J .i i ,; I , � r, �y �, / � s;- r � ' " . ? . „TF L ' T�: `! �'. % -.A? R.,C11 .A (h C1f- . � J' �, �/ � ,y i '�' �n '�. �� :. . /. %.:�; i� r�.�''S, �.� �r z ° d E � ; i , .., t � ( - � i � / CAUTiON EX�SIINC SANITARY a ��� � �r i f ' / . j � i . �, StWcR IN 7HIS PRE� y � „ ��� � " / �� e. � ORDINARY HIGH / �_/ � ,- ! l�; J j � i � i"�. � �; � WATERMARK r ;_!/" �.�.� � � r/ .,- _ � '-,I ? { � , i"' f' 1�' i � i� �' f %' � /%' f i � ' � �?, �✓ �, ✓ j ; y , � � , ;' � �s� ' � g ,'�R � � � �,� ; . . , � �� ,' � . , : r; r � � E��SF tE�"i � '1 7 i � • . � 1 PROP. SURFACE SLOPE PROP. TOP OF HEADWALI- PROP. TOP OF PAYEMENT- 70b.5' -rPROP. CONCRE7E � 1_ . � .. . . . . '�-.a.- .-. OP. SURFACE SLOPE 1.50X PROP. FLEXIBLE BASE --PROP. TOP OF CRUSHED STONE (AS7A1 C-33 N0. 57 BACKFlLL)- 699' PROP. ftOHLWE OF C}1ANNEl de RCB- 696' �PROP. BOTTOM OF CftUSHED STONE (ASiM C-33 N0. 57 BACNFlLL)- 694.7 PROP. BACKfiLL TO BE COMPACIEO MlNiMUM OF 957. AIAXIMUM SiAl20AR0 PROCTOR PRY �ENSIN -1 TO +3 PE72CENTACE POINTS OF OPTIMUM MqSNRE C0.41ENT PER GEOTECH REPORT 'DIMENS(ON KiLL VARY BASm ON SHOP ORAN9NG5 BY O1HEftS GRAPHIC SCALE IN FEET �� � . • ��4' � ' / f i , . j . . .,"G� � / ., � !� ���/ / „j, j � �. ' � / . t.. , / / 'i ` ; �EUILo1i1G �t� // /�� . ,:s , � NORTH ai� -t -! � . �'159tS.F. .�� _�' .f./ � �/ �.;, ��� . � = ` oFr�i�. �� - i . �� i i��� i ri i. ..r .,� e ; ._ �� r!- �..- � / � 'i STA. 0+00.0 - i � , ',� 1 4c , ---� ; ` ; j / - /=" eecw: . � 74s' stEE� Pt� �� Gf�jPHIC SCA�F'IN FEET�'•:-�.G: � � ;a � � j R as2.e' -� 0-' ; 15 -3Q�.� 60 i 1 ( '__"- +++ ' Lf �/ /�� /- l !� '"') ; r�'� ' __ �t � : / // ;� , �/ p 'I i � �� �- .�� �; � .�U � . ,-; 1571NG AIETAI. SHEo TO "� '? _ � ,, �" � � REAIAIN FF f711.07 - �.:.•�`� �� J , � ;'. C� [f / . � '% ;y � ,� s ,m . � � .�� . � ,� , t � 1 , �; � -- � 3G' $C`::'C:2 � i __ . ..._. �- � � _ � 703. s . E .. ,, . . �. . S.,f _ . __. � .._., � r. , , - =�ser�E�rr �. ' \ . � � o OSt ; �� � VOL.727', 5 EQU(PF.dENT � . '�. � �. .� -l.r .. �`v � 70 .73 °J � ` a � r� <.- \ Nf . 909 � � i . nkiLS ...-.i, .�_. � _ - 1- ,,ETkI cs.Gr �* _;.R.T::.l- .,.. � -� � '- �l � � � � U D J ' . _ _ _ �-'_ t . � _�_t _� �o e2 ; ,� ° � f }L .,t' 1, , ..1 �\ �/ o � _ � ' ' '__-_._'_'_ ) - .. . 708.0 .� IIl �o�.9z -- � , _ `�-��,. j ` f : �7� _.'_� j;, �•\` . '2�1 'Y � \'��\ ..� 17kTER�� , �i::��t � ' , I � � Ih'��•llt�Jh.���:� �. - � '� �_�� � . J� -__ �- .- f ;( � .,.: �. .'�' �"`� ' 61ftEA �2 \ -i.� ! ( ! j� _-�-� __i_�_ � � � ;; i 1 < o ° .� � i 'y'4. . s _. ._.-�-4J EXISIING 80X WIVERT TO � � � ��k , � � � �� � ^� � � . RENAIN � a . �r � '�� ..,` �. ��.�.... � EX FL 692.8' � i .� t ,4 ��� � '�RiAi r�l..2 f \�'� HEST YANGWALi. TO REMp1N, k /. I' �}ii ! ,� I' � � _' EAST YANGWALL TO BE �� ^ �'L�� i4 )� t., ' ' i . F_ 2 i-: bU.'£ �y � � RENOVED. ANO EXISTING . �i � '1 r , � ., 3 01 i �, � 22 2 ��� � -�_I i Ft S - � uJJ_� � ' . :. HFiNWALL O4FR BOX TO 1 � � t _ _ __ ._ -� / .- , __-_ r�,+aiN or� eon� Noxni arm '� i`' f�� �, tr �, � m ,� �,. `� SOU7N Q7DS. f � �j �' � 1 � f�: t5 � �� /. - � �, y,.a � - -1 � _- caricacre ; " ' ' I � � ;� � i ; �,+�" ci� iV � _ � - --i2t=3'ttIN1�3G- -- .�� � ,-��i i ��' � - � , �,`'�� �- � . ,�...7(. r - ' .: � STA. 0+38.t7 '.. • � � .: 1 t- � - � � L'� ^. � _ - �ai i � �o: L I .r ! � _ "�^' %, - - . „�� STEEL PIPE � . r ' � , _ ` .' ,�, °°'" "'�� � ; . ' ". �- -._ _.-_f169Y8' t - . � ,4y;, ��, '�""�_ � �'t"� 1' q r � ;{,, � `,�,y' � : x;-�-- - � �' ; .�� > _ _:.:�""x •�'� �.�.,�.F � '€�'� -` � J _ - 1 r � � - - �-F ` - - - - - - --- - �_._ �� --`� ' � � � � ' I . � t,,e . �`� 1� . r � ' S , i/ � � � , , - � ' _ Y .-�- f� � � � +�� / �. �� . �i! �. �l < � � i I 1 / % � � t� � , - - - � r� . 4 � �I� �ri,'� /� � , � �/, - �' 10' ELEC CRIC EP.SEt4EN7 ;I �, J � ! '� �.��� � ?`\� ' . I _-' -- -- -- � � . �'� �!!'� , i . . -s'. . . . ., . - • • - . � � CUY SIXL TO BE COMPAC7FD TO WNIMUTA OF 95X MA%IMUM STANOARO PROCTOR DENSITY +2 PdNTS ABOVE OP71MUA1 MOISTURE COYTENT PEft GEOTEdiMCAL REPORT E%ISiING TOP OF HEADWALL TO REIAAIN-� ri EXI571NG 70'X9' RCB TD RDdAiN IN,PIACf � CONNECT F�OSTINC HEADWALL TO PROP. HEAUWALL YA1H ORILLEO OOK£L JOINT p5 dARS AT t'6' O.C. �E%ISTING T� OF HEADWALL pROP. HEADWAII YANGWALL PER i7CD0T DETAIL CN PW-0 TO BE REAIOVED pROP. TOP OF HEAUWALL- 703.92' � TOP OF HEADWAII TO MATCH DOSIING WL4ERT N9NGWAlL iW0 WALLS PROP. TOP OF 146' STEEL PIPE- 704.97' SNALL BE SIRUCNRALLY iNDEPENDENT. CllENT IS TO SUPPLY PIPE. KHA TAKES TOP OF HEADWALL TO STOP ON riEST 9DE NO RESPONS�BNiY FIX2 1HE AOEQUACY OF STEEI PIPE AND CONtINUE ON EAST � OF 7HE PIPE FOR T111S PUPVOSE. SIDE OF S1EE1 PiPE "? PROP. GROUND PROFlLE �- /' TOP OF CRUSHFD STONE \� � � / (ASTIA C-33 N0. 57 BACKFlLL)- 899' .������ N PROP. fLOKL1NE OF 146` STEEL PIPE- 69260' 22.2' �B0TT01A OF CRUSHm STONE (AS7M G-33 N0. 57 BACKFILL) & iRENCH- 692.30' EX�STING TO RElAAIN � EXISTING TO BE REMOVEO PROP. GRADING 27 SLOPES TO TOP OF HEADWAl1 GRAPHIC SCALE iN FEET 0 2.5 5 10 = �- -. "�:` `. :�� NOTE3;r. .. . . . ; CONTftAGTOR i0 VERIFY ADA. Fu'JO TAS. CAIAPLLANCE. FOA Ml1' QVEST1045 CONTAC7 CMI. ENGiNEER 1'.U.'EOV TELY. GRAD'cS IN ALL SIDE�tl�LK. i�GC�5S18LE ROUTES, NICL;)OING DRNEVIAY CROSSINGS, SHALL CANFOWd SO All APPLlCABIE AUA- AND T A S. STANOhROS: NOTTO IXCEEO 50,3' ALONG iRAVcL PATN WITH h'OT h!ORE THAN 2.OY. CROSS SLOPE. SEE SMEET C-06�FOR GENF.RAI �OTE9. -0a• CO{�TRACTON TO ADJUST EXIS i ItN3 S.W ITAftY SEIVFR M1W1HOlES. ELECTR�CAI AL4NHO�ES. FlftE HYDRFNTS. VPLVE BOXES, WATER METERS. EfC. 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ROCK CHECK DAM RD �`t��������� C��x`=�ti . ?,k� _... _ __-- -- - SILTFENCE SF X�X X i CONSTRUCTION ENTRANCE CE - � CONSTRUC7lON�SCHEOUCE AND PHASING PIAN . �� PHASE EROSION CONTROL MEASURES � - . ALL SIIT FENCE, STONE OVERFLOW AND CONSTRUCTION ENTRANCElEXIT SHAL� BE . GRADING INSTALLED PRIOR TO TNE INITIATION OF ROUGH GRA�ING. CONSTRUCTION ENTRANCE TO BE ________.,_______. ___INSTALLEDAT7HISTi_ME.___.__ ALL SIIT FENCE AND STONE �OVERFLOW SHALL BE INSTALIED PRIOR TO THE INITIATION OF AL! 2. UTIL17Y INSTALLATION UTILITY CONSTRUCTION. UPON �THE COMPlETION OF STORM SEWERINSTALIA710N,INLET � R�iECTORS TO BE INSTAllEO. AlL PRIOR EROSION CONTROL AIEASURES INSTALLED A80VE TO 3. PAVWG/BUILDING �BE MAINTAiNED �URING PAVING 'ANOTHROUGHOUi7HE REh7AINDER OF THE PROJECT. REM190VETEMPORARY ENTRANCE/EXIT AND INLET ,PROTECTION. ALl PRIOR EROSION �CONTROL MEASURES INSTALLED 4. SOIL 'ABOVE TO BE MAINTAINEO OURIN6 S7ABIlIZATIONILANDSCAPING �FINE GRADING AND THROUGH OUT �THE REMAINDER OFTHE PROJECT. ;SEED DISTURBED AREAS UPON 'COMPLETION OF EARTHWORK ANO � .ESTABLIS STAN OF GRASS. - � � SITE MAP -.GENERA NOTES CONTRACTORISSOi0.YRESPON516LEfORSELECT10N.lASPlE7,".ENTATION, � � MNNTEPli1iCE� PND EFFEC7NEfdESS OF ALL 51VPPP CONTROtS - CONTROLS SNO�STJ v ONTMISSITEMA ARESUGGESiEDCONTftOL501JLY. CONT24CTOR St W,t. RECORO INSTAIiATiOt; AWIMEtiMtCE OR MODIFICATION. AtMO REAIOVPLDATES'EORFACHBhY EAIPLOYEOIYMETHERCAIImGUTOVORIGINAI SWPPP OR NOn OIRECTIY ON 7HE SI� hV�fl. ORAINAGf PA77E(21J$ pRE SW,1YRl ON THIS PLAN 6Y GROGDSEO AND EXISTI�G CONTOURS, FLOW ARROWS, FND SLOPES. TEMPORhRYhNO PERhWNENT SiqBILIZATION PRACTICES ANO BMPS SHP1L BE INSTALLED AT THE EARIiESTPO5516LE TUAE DURMG THE CONSTRUCTb.Y SEOl1ENCE. AS AN FXAb1Pl[, PERUAEfER SIL7 FENCE SiilLL.L 8E INSTALLED BEfORE CALVMENCEA1EtiT OF ANY GHPDING ACT14iTiE5. OTHEft 8/AP5 SHALL BE 1NSTALLEO AS SOOY AS PRlCTICABLE AN� SHALL BE 0.9lJNTAINED 11NTIL FltUJ. S�TE 1 n AGT SI1A LALSORffERENCECNiLAP:O STAB4. TATI N IS ATiAUJED. COYtR fiR L IAN�SCAPE PLVJS SINCE PEAh9fJ1EhT STn6:L1?ATIO!! IS PftOV��EO BY LA?705GAPING.7HE BUILOING(S), AND SRE PAVIN6. H?.7P'S HAVE PEEN LOCATE�AS INDICATED ON THIS PWd IN ACGOR�ANCEINTH GGNERAIIY ACCEVTED ENGIYEERI; IG PRFC7ICES IN OR�Eft TO tA�tJ11AIZE SEDIh1ENT 7RANSFER fOR FJW AP1E: S0.T FENCES LOGATED AT TOE OF S�OPE N:O INLET PROTECTiON FOR iNLETS RECEMNG SEORAENT FRORi 5RE RUN OFF. SANITARYSEI4ER EFFLUENT IS OISPCS=� OF VIAAN OtJSRE SEWER SYETEM C097NECTEU TO A AtVNIq('hL SEN:EFS SYS IEt.1. IN ARE0.S WITH 4:7 SLtlPES. COIlTRf.CTOR TO INSTALL SO1L RETFlt710,! 8 V1��CET IF �ECESSl.RY. Pl� SAV�CIfT WATCR SHALL B[ VACUl16fED AND OISPOSE� PftOPEfiLY II.E. CGNCRETE H'PSMOVT PIT). A1L HYPERCMORINATED WATFR PND GI.OW OFf YlATER SNALL OE �ISCHPRGED WTO SANITARY SEWER SYSTEI.1 ALL UIS"NRBEO ARE45. 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FLOODPWR UVITS . � . _ � .�p- ' ��.�t �_G�: w ' . � __- / ' _ U. . ..� ..- •— ..., --{�::; - _._ � -.:� _ ,�� :.�_ r P ft � � � .; . . . �- ,�:�.� �.,...__ . : , ,. _� - . - � �.�.�r, � .. , , ,.� � �' _., , ,� . - : 1 !�/. t �� `./� , _= � Ft�rrt�PGi< NORTH / � ; // NORTH � . � � ,i � � � � - . � Lt �_�11' . � � .i � � . ; ( — r �`, ('�f+ / � % ! ��` � �. 1 i'tr7 � ,, + � � .._ � � '" � - , ' i � _ "' -' � 6RAPH�C SCAI£ IN FEET � �'��l . � RAPHIC SCAIE W FEET c: �; ._...%' ..-.... ; -- VO��`A27. � r.�.���r ..�tN �df t 7 r G t , I. / . - � ; � ,., � ` G, 0 25 50 100 � i � ii i.u..��S .�. 0 10 20 40 , �i� ��.' �"�%/ ��� . , � �� �. ; .. � .,.�.. .�.0 �.� . •� /, �...R.i.t,.; � . � ,i, . .� r � rir nr f i? - . ... / / � ���. - �_ - , �, � _ � �, ;___ � , ---�-,. _ r - __ I � x FROP. CFF�CE TRtJLER (JcSIGN TO BE (� PEW'ARFD BY OIY,ERS I •"� W�1 � S7A. 1+26.5 � � LL ' E��D N.D PiI.G PRIVAr LINE � �� } ,5 PROM BUItDING fnCE ( � Z Fl. 706.5 � LL��W� � �. � � �:, �=o �,�� f��1,.� � a � � _ I � O ~ Qi 2 O z t- I � � G sHrtt n!ur.,BEK C-301 Exhibit "C" CITY OF FORT WORTH STORM WATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interFerence, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur. Silt shall be removed and the channel returned to original lines and grades shown on the approved engineering plans. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the culvert. Disposal shall be in accordance with federal, state and local regulations. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the culvert's primary components, mowing, and silt, litter and debris removal dates. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORM WATER FACILITY MAINTENANCE AGREEMENT $ Rev. 09/10/2012 Exhibit "D" Storm Water Structural Maintenance CHECKLIST FREQUENT REPAIRS REPAIRS INSPECTION DATE REQUIRED MADE NOTES Mowing Remove Trash and debris Remove grass clippin s Violations Noted MINOR INSPECTION Condition of Culvert Amount of silt in upstream of culvert Amount of ponded water Amount of wetland ve etation Location of Erosion Percent of vegetation MAJOR INSPECTIONS Condition of U stream Headwall Condition of Downstream Headwall Condition of access road Condition of Rip- Ra Berm or Embankment Settlement Location of erosion Evidence of Animals STORM WATER FACILITY MAINTENANCE AGREEMENT 9 Rev. 09/10l2012