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HomeMy WebLinkAboutContract 44291 (2)'ICY SECRETARY ;ONTRACTNO. STORM WATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of January 15, 2013, by and between Tarrant Regional Water District, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNES SETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 4.794 acre tract located in the F.G. Mulliken Survey, Abstract 1045, Tarrant County, Texas according to the deed recorded in Volume 3 8 8-109, Page 59, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Construction Plans known as Construction Plans for TRWD Detention Pond 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 Property"); and RECEIVED MAR 202013 STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 OFFICIAL RECORD CITY SECRETARY PT. WORTH, TX 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 defined 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, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report 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 Rev. 09/10/2012 2 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 take 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 obligation 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 work 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 Rev. 09/10/2012 3 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 DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS 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 construction 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 detention pond 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 Rev. 09/10/2012 4 Executed this-,,Giay of///G,1/`/L. 20. Landowner Alan Thomas Assistant General Manager City of Fort Worth Fernando Costa Assistant City Manager Approved as to Form and Legality Assistant City Attorney oR.,„, i.e. Ar 4we Oteer o ATTEST FishA LassE' 0 i $04% 'N`‘ 9ort"70000p° arizi, rens -Illarnafrer STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 City Secre 144-C - Z6(3� 3r573 OFFICIAL RECORD CITY SECRETARY I FtWORTH,rx 5 • `,. •%\ EVONIA DANIELS a4 *:• �`(� $N : MY COMMISSION EXPIRES 1 .- •,;••'b¢ t �`'`, July 10, 2013 ) /ir11{1 / STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on /f��� /g2th . by Fernando Costa, Assistant City Manager of the City of Fort orth, on behalf of the City of Fort Worth. • I.rJi.4-.mu 1 LLd .IuJ L_ -I_rlY 1 11 l• it •YU . L .n•.Y 1 -'L +IY..4l it • r( ill 1 w i STATE OF TEXAS COUNTY OF TARRANT eotarntaJ y Public, Adancae State of Texas This instrument was acknowledged before me on the S day of 2013, by Alan Thomas, known to me to be the Assistant GenerOn= the TARRANT REGIONAL WATER DISTRICT, a WATER CONTROL and IMPROVEMENT DISTRICT, as an act of said entity. � t\°AVPUe; 0 ,..,t • % • sr Se w • i waft • w • .�. • • e • r ° • • • tiez, ...•etiPIRE70°. STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 V-'1 �i�.nn.o ATM Notary Public, StatV of Texas LQc% 1c�._- r �Q 1�t 1A. e SS c2 (�-- Printed Name of No ary My Commission Expires 6 • -.1 LEGAL DESCRIPTION 0.809 ACRE EXHIBIT A SHEET 1 OF 2 BEING a parcel of land located in the City of Fort Worth, Tarrant County, Texas, being a part of the F.G. Mulliken Survey, Abstract No. 1045, being a part of that tract of land described in deed to 1501 LLC, as recorded in County Clerk's File Number D202024713, Official Public Records Tarrant County, Texas, and be a part of Lot 11, NorthPark Business Center, an addition to the City of Fort Worth recorded in Volume 388109, Page 59, Plat Records Tarrant County, Texas, and being further described as follows: COMMENCING at a five -eighths inch iron rod found for the southwest corner of said Lot 11 and said point being in the easterly line of Lot AI-R, Block 1, Fruhwirth Addition, an addition to the City of Fort Worth recorded in Cabinet A, Slide 6755, Plat Records Tarrant County, Texas; THENCE North 17 degrees 07 minutes 40 seconds West, 38.46 feet along the west line of said Lot 11 and along the easterly line of said Lot AI-R, Block 1 to the POINT OF BEGINNING of this easement; THENCE North 17 degrees 07 minutes 40 seconds West, 149.19 feet along the west line of said Lot 11 and along the easterly line of said Lot AI-R to a point for corner; THENCE North 69 degrees 45 minutes 52 seconds East, 244.30 feet to a point for corner; THENCE South 84 degrees 58 minutes 47 seconds East, 44.70 feet to a point for corner; THENCE South 18 degrees 18 minutes 18 seconds East, 80.56 feet to a point for corner; South 60 degrees 06 minutes 16 seconds West, 294.28 feet to the POINT OF BEGINNING and containing 35,230 square feet or 0.809 acre of land. BASIS OF BEARING: Bearings are based on the northeast right-of-way line of Classen Drive (a 60' Right -of -Way), BEING North 46 degrees 26 minutes 04 seconds West. EDWARD SCOTT BACAK REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6248 2105 COMMERCE STREET DALLAS. TEXAS 75201 PH. 214-752-9098 sbacak©jgeng.com TRWD DETENTION POND F.G. MULLIKEN SURVEY ABSTRACT NO. 1045 TAR RANT COUNTY, TEXAS MO •M■ ❑ ®1 NMI Elk' M©■ O 01 ©UM ❑OI n■ ©®� ■■■ JASTER•QUINTANILIA DALLAS, LIP 2105 COMMERCE STREET PI 214.752.9098 JQJO3 NO: 4120785.01 DA11AS, TEXAS 75201 JQEt4G.COM TEXAS REGISTERED EMEER FIRM F1294 DRAWN: M.D.H. CHECKED: E.S.B. DATE: 01/16/2013 FIELD BOOK: N/A PAGE: N/A CREW: N/A SHEET* 1 of 2 5/8" FlR (c.M.) -. t "CA to. TARRANT REGIONAL WATER DISTRICT FRUHWIRTH ADDITION LOT Al—R, BLOCK 1 CABINET A, SLIDE 6755 (P.R.T.C.T.) NOTES P.O.B. P.O.C. 1501 LLC INSTRUMENT NO. D202024713 (O.P.R.T.C.T.) NORTHPARK BUSINESS CENTER LOT 11 VOLUME 388109, PAGE 59 (P.R.T.C.T.) BEARINGS ARE BASED ON THE NORTHEAST RIGHT—OF—WAY OF CLASSEN DRIVE (A 60 FOOT RIGHT—OF—WAY), BEING N 46'26'04" W. LEGEND CM FIR P.R.D.C.T. O.P.R.D.C.T. P.O.C. P.O.B. N 1707'40" W 38.46' 5/8" FIR (c.M.) CONTROLLING MONUMENT FOUND IRON ROD PLAT RECORDS TARRANT COUNTY TEXAS OFFICIAL PUBLIC RECORDS TARRANT COUNTY TEXAS POINT OF COMMENCING POINT OF BEGINNING • , cq9 4'k/ s�F6,MT s• s S 84658'47" E 44.70' 0 EXHIBIT A SHEET 2 OF 2 N GRAPHIC SCALE 100 200 �I 1 ( IN FEET) 1 inch = 100 ft. S 1818'18" E 80.56' 1501 LLC INSTRUMENT NO. D202024713 (O.P.R.T.C.T.) NORTHPARK BUSINESS CENTER LOT 11 VOLUME 388109, PAGE 59 (P.R.T.C.T.) 3AR (C (C.MJ TRWD DETENTION POND F G. MULLIKEN SURVEY ABSTRACT NO. 1045 TARRANT COUNTY, TEXAS JASTER•QUINTANILLA DALIAS, LLP 21050OMMERCESTREET PI 214.752.9098 X1108N0: 4120785.01 DML&S1 1575201 atom 1ERASREGISTERED INGINEERFIRM F1294 DRAWN: M.D.H. CHECKED: E.S.B. DATE 01/16/2013 FIELD BOOK: N/A PAGE N/A CREW: N/A SHEET 2 of 2 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 o r other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10% Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved e ngineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as n ecessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance 4. 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 detention system's primary components mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • 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 8 Exhibit "D" Storm Water Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion P ercent of vegetation Location of Erosion MAJOR INSPECTIONS S tructure type and Condition Condition of Rip - Rap Berm or Embankment S ettlement Location of erosion Evidence of Animals Evidence of Aquatic life DATE STORM WATER FACILITY MAINTENANCE AGREEMENT Rev. 09/10/2012 REPAIRS REQUIRED REPAIRS MADE NOTES FORT WORTH ° E�r�.Uv�water FIGURE 5.11 INSPECTION CHECKLIST FOR SIMPLE DETENTION anagement Facility Name: Facility Agreement Number: Basin/Pond Number: Inspected By: Date: Type of Inspection: annual , quarterly monthly , routine _, or storm event _ (# days since event Basin Conditions: 1. Is there standing water or wet spots? Yes No Comments 2. Does sides or bottom show signs of erosion, settling, cracking, etc? Yes No Comments 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? Yes_ No Comments 4. Is there evidence of animal burrowing in dam? Yes No _ Comments 5. Is there evidence of changes in shape or volume of basin? Yes No Comments 6. Do vegetated areas need mowing? YesNo _ Comments 7. Are there trees or woody growth in dam? Yes_ No _ Comments 8. Are there areas that need to be re -vegetated? Yes_ No _ Comments 9. Is there any accumulation of silt, trash, debris or litter in the basin? Yes_ No Comments 10. Are there any other basin maintenance activities needed? YesNo Comments Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? Yes No — Comments 2. Are pipes, spillway or trash racks in need of repair? YesNo Comments 3. Is the low flow or trickle channel in need of repair? Yes No Comments 4. Is the outfall channel in need of repair? YesNo , Comments 5. Are there any other structural maintenance activities needed9 Yes No _ Comments Plan for correcting deficiencies: Signature: Owner's Representative Date: CFW- August 2012 Chapter 5 121 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/5/2013 DATE: Tuesday, March 05, 2013 REFERENCE NO.: **C-26131 LOG NAME: 20ROWE5804—TRWD—SWFMA SUBJECT: Authorize Execution of a Stormwater Facility Maintenance Agreement with Tarrant Regional Water District, for Property Located at 808 East Northside Drive and Containing 0.809 Acres of Land in the F.G. Mulliken Survey Abstract No. 1045, at No Expense to the City (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a Stormwater Facility Maintenance Agreement with Tarrant Regional Water District, for 0 809 acres of land located at 808 East Northside Drive in the F.G. Mulliken Survey Abstract No. 1045, at no expense to the City. DISCUSSION: Tarrant Regional Water District, is the owner of a 4.794 acre tract of land upon which 0.809 acres will be used to construct a detention pond. The facility is being constructed to limit stormwater run—off from the property to pre —development levels. The detention pond will be located at 808 East Northside Drive in the F.G. Mulliken Survey Abstract No. 1045. The terms of the maintenance Agreement will ensure proper maintenance of the facilities by Tarrant Regional Water District at no cost to the City The landowner and successors are required to maintain the facility However, if the landowner fails to properly maintain, the Agreement gives the City the right to take all steps necessary to ensure the facility is operating according to City standards and to correct any deficiencies. This requirement and right run with the land. The facilities are located in COUNCIL DISTRICT 2, Mapsco 62R. FISCAL INFORMATION: The Financial Management Services Director certifies that this action will have no material effect on City funds FUND CENTERS: TO Fund/Account/Centers FROM Fund/Account/Centers CERTIFICATIONS: ,Submitted for City Manager's Office bv: Originating Department Head: Additional Information Contact: ATTACHMENTS 1. 5 804—ROWE5804—TRWD—S WFMA. ndf Fernando Costa (6122) Douglas Wiersig (7801) Lexington Wright (6645) Contact Us Page 1 of 1 Begin Your Search Here Submit Q Home About Us Reservoirs Trinity River Conservation Wetlands Useful Links Contact Us IPL Project Contact Us Office Locations Employment Business with TRWD Contact Us Please use the following form to contact TRWD: First Name * Last Name * Organization Street Address City State [TX Zip Code Phone E-Mail Address * Comments or Questions * Submit Clear 1 Western Division Director Wesley Cleveland Trinity River Vision Executive Director J.D. Granger Engineering Services Director David Marshall Administrative and Support Services Director Madeline Robson Finance Director Sandy Newby Planning Director Wayne Own Environmental Services Director Woody Frossard Community and Government Relations Director Linda Christie Real Property Director Steve Christian Assistant General Manager Alan Thomas General Manager Jim Oliver Eastern Division Director Mike Meza "Water just twice (1 week »-" or less. That's plenty." • About Us Reservoirs Trinity River Conservation Wetlands Useful Links Contact Us Privacy and Legal Statement ©2013 Tarrant Regional Water District 4. 7 r http://www.trwd.com/ContactUs 1/29/2013 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/5/2013 DATE: Tuesday March 05, 2013 REFERENCE NO.: **C-26131 LOG NAME: 20ROWE5804—TRWD—SWFMA SUBJECT: Authorize Execution of a Stormwater Facility Maintenance Agreement with Tarrant Regional Water District, for Property Located at 808 East Northside Drive and Containing 0.809 Acres of Land in the F.G. Mulliken Survey Abstract No. 1045, at No Expense to the City (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council authorize the execution of a Stormwater Facility Maintenance Agreement with Tarrant Regional Water District, for 0 809 acres of land located at 808 East Northside Drive in the F.G. Mulliken Survey Abstract No. 1045, at no expense to the City. DISCUSSION: Tarrant Regional Water District, is the owner of a 4.794 acre tract of land upon which 0.809 acres will be used to construct a detention pond. The facility is being constructed to limit stormwater run—off from the property to pre —development levels. The detention pond will be located at 808 East Northside Drive in the F.G. Mulliken Survey Abstract No. 1045. The terms of the maintenance Agreement will ensure proper maintenance of the facilities by Tarrant Regional Water District at no cost to the City The landowner and successors are required to maintain the facility However, if the landowner fails to properly maintain, the Agreement gives the City the right to take all steps necessary to ensure the facility is operating according to City standards and to correct any deficiencies. This requirement and right run with the land. The facilities are located in COUNCIL DISTRICT 2, Mapsco 62R. FISCAL INFORMATION: The Financial Management Services Director certifies that this action will have no material effect on City funds. FUND CENTERS: TO Fund/Account/Centers FROM Fund/Account/Centers CERTIFICATIONS: Submitted for City Manager's Office by: : Originating Denartment Head: Additional Information Contact: ATTACHMENTS 1. 5804—ROWF5804—TRWD—S WFMA.ndf Fernando Costa (6122) Douglas Wiersig (7801) Lexington Wright (6645) L 0 0 ses to tt LP 0 0 00 L Li Cc 10 L. 0 ID 0 i 5 a it 11 0 Se a o a E ca a cc cs o o at E o o el to a tri c o VI • -LI >o 0 L' L • 2 o > 0 0 u E CI 0 PLANS SUBMITTAL/REVIEW LOG 1st SUBMITTAL OWNER/DEVELOPER: TARRANT REGIONAL WATER DISTRICT 800 E NORTHSIDE DR FORT WORTH, TX 76102 CONTACT: ALAN THOMAS- ASSISTANT GENERAL MANAGER PHONE (817) 335-2491 FAX: (817) 994-3891 ENGINEER: KIMLEY-HORN & ASSOCIATES, INC. 12750 MERIT DRIVE, SUITE 1000 DALLAS TEXAS 75251-1516 CONTACT: BRAD W. PICKERING, P.E., CFM PHONE (972) 770-1300 FAX: (972) 239-3820 KHA REGISTRATION NUMBER: F-928 01/I6/2013 CONSTRUCTION PLANS FOR TRWD DETE TION POND Et i- oral st PAV21t1 Lt i'vy 21i t:C 27<: S: ' MG EAs'. 12 Pad. - Manny Pan. 4.. paw.ua - o,• 1 Lasts, - E;rM VICINITY MAP - >a VP *in Si y= - : Roo Ieanl-',i SamJets Ave 0`%' ' q-- 10 E- tie{ Yuua Are - liarM.v. > Pari E Oakhurst , Parrt . S a k .NTS -Rrvueuie - Greerrr:ay EOM • SHEEP LIST TABLE SHEETNUMBER C 001 GL02 C-101 C-201 C-202 WEST OF NORTHPARK DRIVE AND SOUTH OF EAST NORTHSIDE DRIVE FORT WORTH, TX JANUARY 2013 SPELT TITLE COVER PAGE GENERAL NOTES GRADING PLAN EROSION CONIROLPLAN EROSION CONTROL DETAILS COMMENTS STOP! CALL BEFORE YOU DIG DIG TESS 1-800-DIG-TESS (@ least 72 hours prior to digging) 0 — Y U O r7 n 00 r� Lc)<uT O 0 — a v0 = O Y L 0 Z c 0 0 Q Ea ss * s•4/ BRAD W. PICKERING j I-0•• 102320 i tI07••. eicE SC�:•c.,..0 -tit,577 a_ a o o m U U • Us COVER PAGE V) 0 rz DESIGNED BY SHEET I UMBER C-001 Or CHECKED BY FORT WORTH O tI 9 0 U to cr 0 0 0 0 7.5 it 4 10: 26: 40om Fo ic z. acc t ' On c acl oc oc rya CC H 7 •. Cr Zr ur w 0 - cl 8 a C 13 O z Cr n • co CP 14) r. o TT S Eco KHA GENERAL CONSTRUCTION NOTES' t. AU. CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR THE CITY OF FORT WORTH STANDARDS (LATEST ADDITION), AND ANY SPECIAL PROVISIONS ADOPTED BY THE CITY OF FORT WORTH. THE SUBDIVISION RULES AND REGULATIONS OF THE CITY OF FORT WORTH (LATEST EDITION) AND NCTCOG 3RD ADDITION CONSTRUCTION STANDARDS. THE PROJECT SPECIFICATION BOOK. AND THESE CONSTRUCTION PLANS. THE CITY OF FORT WORTH SPECIFICATIONS SHALL GOVERN \WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE OWNER AND ENGINEER SHALL BE CONTACTED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALT. BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMEIITS IN ACCORDANCE WTH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. 3. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE CRY. GUARANTEE 15 NOT 10441P THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. THE LOCATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY. FIRMS THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTORS RESPONSIBBJTY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTORS FAIWRE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES THE OWNER OR ENGINEER WLL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTNNED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE (METHOD TO USE FOR SUCH WORK 4. IT 1S THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5 THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION 6. ANY DISCREPANCIES OJ THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CRY, ARCHITECT AND ENGINEER BEFORE COMMENCING NARK NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE CITY AND NOTIFICATION TO THE ARCHITECT AND THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WAS NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM 7. ALL NECESSARY INSPECTIONS AMOR CERTIFICATIONS REWIRED BY CODES. JURISDICTIONAL AGENCIES MOOR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES 8 CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUMS PRIOR TO CO/AMERCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. 9. CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CML, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCINGWITH CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ADJUSTMENTS, RELOCATIONS AND INSTALLATIONS OF FRANCHISE UTILMES NECESSARY FOR ON -SITE AND OFFSITE CONSTRUCTION 11. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION FIELD STAKING AND TESTING, UNLESS SPECIFIED OTHERWISE BY THE OWNER. 12. UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REPLACE ANY FENCING, CURBING, ETC THAT IS DESTROYED WE TO THE CONSTRUCTION ACTIVITIES. 13 TRENCH SAFETY DESIGN WILL BE THE RESPONSIBILITY OF THE UTIUTV CONTRACTOR CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN (SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TFX4K) TO TIE CRY OF FORT WORTH PUBLIC WORKS DEPARTMENT FOR REVIEW PRIOR TO THE START OF ANY UTILITY CONSTRUCTION. 14 ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA NO ENCROACHMENTS ONTO DEVELOPED OR UNDEVELOPED AREAS WILL BE ALLOWED. ANY DAMAGE RESULTING THEREFROM SHALL BE CONTRACTORS RESPONSIBILITY TO REPAIR. 15. ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY SITE CONSTRUCTION NOT INCLUDED WITH TINS SCOPE OF WORK SHALL BE REGRADED AND LANDSCAPED MO SODDED OR PAVED (TO WHATEVER CONDITION EXISTED BEFORE DISTURBANCE). ALL DISTURBED AREAS SHAM. BE REPAIRED TO THE SANE OR BETTER CONDITION THAN BEFORE AREA WAS DISTURBED. 16 THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PW4S, SPECIFICATIONS. AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP). 17. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONTOURS SHOWN ON THE PLANS AND ALL FIELD CONDITONS THAT MAY AFFECT CONSTRUCTION SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHAN NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE CONSTRUCTION. 18. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES 19 THE CONTRACTOR SHALL 61AItTMN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION THE CONTRACTOR SHALL USE SILT FENCES (OR OIrttR METHODS APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES CONTRACTOR SHALL COMPLY \ MTH ALL APPLICABLE FEDERAL STATE. OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. CONTRACTOR IS RESPONSIBLE FOR HUNG 14.01 AND TT O.T. WITH THE TNRCC CONTRACTOR SOLELY RESPONSIBLE FOR ALL TAM/DATED SWPPP RECORD KEEPING AND REPORTING. 20 CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE WINNER. 21. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE. COMPACT, AND MOISTURE CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY 71E GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 22 ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 23. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS. 24. WATER LINES CROSSING STORM SEWER ONES AND, SANITARY SEWER LINES SHALL BE IN CONFORMANCE WITH ALL TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (ICE()) SPECIFICATIONS 25. THE SITE UTILITY CONTRACTOR SHALL PROVIDE AU. MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE UTILITIES ALL PUBLIC PIPE STRUCTURES AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION AND PRESSURE TESTING OF ALL MANS. THE CONTRACTORS BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION FEES DIRECTLY TO THE CITY. 26. ALL FIRE HYDRANTS. FITTINGS, VALVES, MO PIPE ENDS SHALL BE BLOCKED WITH CONCRETE PER CITY STANDARDS 27. TOP RIM ELEVATIONS Of Ali- SANITARY SEWER MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE 28 THE SITE MUTT CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER 29. CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION. 30 THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HITS CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER 31. CONTRACTOR TO ADJUST ALL GATE VALVE COVERS TO MATCH PROPOSED PAVING GRADES. 32. THE OPERAND NUT OF ALL GATE VALVES SHALL BE 2 FEET BELOW FINISH GRADE (MINIMUM) 33. THESE PLANS, PREPARED BY KIMLEY-HORN AND ASSOCIATES, INC. DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESEITATNES IN THE PERFORMANCE OF THE WORK THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM THAT ANY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS 34 REFER TO SVPPP REPORT AND EROSION CONTROL PLANS FOR APPLICABLE NOTES. 35. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING DIMENSIONS 36 CONTRACTOR SHALL CONTACT THE CITY BUILDING OFFICIAL TO LEARN OF AN UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THE CITY MAY REQUIRE 37. ALL APPURTENANCES INSTALLED 114 PAVEMENT AREAS SHALL BE ADJUSTED AS REQUIRED TO BE FLUSH WTH FINISHED PAVEMENT. 38 THE CONTRACTOR WLL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMEPTNNG TRAFFIC CONTROL PLAIN 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECORD' PLANS TO THE ENGINEER SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS MADE WRING CONSTRUCTION 40 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO 41. COMMENCING CONSTRUCTION. 42 REFER TO NCTCOG 3R0 EDITION AND THE CRY OF FORT WORTH STANDARDS OF DESIGN AND CONSTRUCTION SPECIFICATIONS FOR DETAILS NOT SHOWN WITH THIS PLAN SET. GRAD NG 1 ALL CONSTRUCTION SHALL BE IN GENERAL ACCORDANCE WITH THESE PLANS, CRY OF FORT WORTH STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT AND AU. ISSUED ADDENDUAS, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. 2 UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREAS REFLECT TOP OF PAVEMENT SURFACE. ADD.50' TO PAVING GRATIF FOR TOP OF CURB GRADE 3 THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF MY CONFLICTS DISCOVERED CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR PLOT SHOWS) WITHIN SCOPE OF CONSTRUCTION IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST COTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER. OR BY OTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL A10 ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE GRADING CONTRACTOR AT HIS EXPENSE. 6 BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE NO GRADE CONTROL POINTS RELATED TO EARTHWORK THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES. SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC THAT ARE TO REMAIN OR BE RELOCATED WRING ALL CONSTRUCTION PHASES 8 THE CONTRACTOR SHALT CLEAR AND GRUB THE SITE AND PLACE, COMPACT, MD MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. GRATING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS ANOOR RELOCATIONS. 10. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING SERVICES SHALL BE MOE BY THE CONTRACTOR THE OWNER SHALL APPROVE THE LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE CITY'S SPECIFICATIONS AND THESE PLANS 11. CONTRACTOR SHALL CALL 1.900.DG-TESS AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION FOR FIELD LOCATIONS OF UTILITIES IN THE VICItlfY OF THE SITE. 12. NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNERS REPRESENTATIVE EXISTING TREES SHALL BE PRESERVED WHENEVER POSSIBLE. 13. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE CONSTRUCTION COMMENCES. 14 AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PT APPMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND ORSERVE PAVEMENT AREAS FOR EVIDENCE OF FORDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. STORM DRAINAGE 1. ALL CONSTRUCTION SHALL BE IN GENERAL ACCORDANCE WITH THESE PLANS, CITY OF FORT WORTH STANDARD SPECIFICATIONS, COMMONLY ACCEPTED CONSTRUCTION STANDARDS AND UCTCOG 3RD ADDITION CONSTRUCTION STANDARDS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MAJIAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOW,! OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. 3 THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS ANO GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER 4. THE SITE UTILITY COTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 5. THE INSPECTOR SHALL INSPECT ALL TUBUC- CONSTRUCTION THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES 6. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS. 7. ALL STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PUBLIC ONSITE STORM SEWER LINES 18' AND GREATER MAY BE CLASS 111 RCP. CONTRACTOR TO CONTACT ENGINEER WTH OUESTIONS ABOUT PIPE MATERIAL PRIOR TO ORDERING. IF USING HOPE. CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO PROJECT ENGINEER AND CITY ENGINEER FOR APPROVAL PRIOR TO ORDERING MATERIAL. B. CONTRACTOR IS TO INSTALL SPECIFIED STORM INLETS SHOW( ON PLANS OR APPROVED EQUAL D. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND ANY SPECIAL PROVISION AS APPROVED BY THE CITY OF FORT WORTH 10. 11. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR ALL STORM SEWER ONES AND OTHER UTILITIES. 12 EMBEDMENT FOR ALL ONSITE SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY OF FORT WORTH STANDARD DETAILS AND NCTCOG 3RD ADDITION CONSTRUCTION STANDARDS 13. REFER TO TNRCCTCEQ DESIGN GUIDELINES (CHAPTER 290) FOR ALL UTILITY CROSSINGS 14. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAJN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES 15 THE GENP9AT COITRACTOR AND ALL SUB -CONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION 16 THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 17. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS MD RIM ELEVATIONS PRIOR TO CONSTRUCTION. 18. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES. 19. TRENCH EXCAVATION FOR TRENCHES 5 FEET OR MORE IN DEPTH SHALL BE IN ACCORDANCE WITH ALL PROVISIONS OF PART 1926, SUBPART P - 'EXCAVATIONS, TRENCHING AND SHORING OF THE OCCUPATIONAL SAFETY AND HEALTHS STANDARDS AND INTERPRETATIONS'. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFORM TO THE ABOVE PROVISIONS. 20 ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLAR AND BE GROUTED TO ASSURE THE CONNECTION IS WATER TIGHT. 21 ALL WYE CONNECTIONS AND PIPE BENDS LESS THAN 36' ARE TO BE PREFABRICATED ANO INSTALLED PER MANUFACTURERS SPECIFICATIONS. BENCHMARKS - -. - BM /8836 - '4' MONUMENT SET ON THE NORTHSIDE DRIVE BRIDGE OVER THE WEST FORK OF THE TRINITY RIVER 0.4 MILE EAST OF THE NORTH MAIN STREET AND 440 FEET WEST OF THE WEST CURB OF NORTHPARK DRIVE ON THE NORTHEAST CORNER OF BRIDGE 0.35 FEET NORTH OF THE NORTH CURB AND 0.75 FEET EAST OF THE EXPANSION JOINT ON TOP OF CURB. MAPSCO PAGE - 62-R ELEV. d 542.84' STOP! CALL BEFORE YOU BIG DIG TESS 1•BDO•DIG•TESS kaU72h hours Nod (@ WIa' 9W9) C 0 u) 0 (12 to fi _r I CO 14.1 CNI < I4 C0 rI- 0o LL 0 tri ON o1 m ero 1t�,1C.7:.,/�.r4‘11 tritt BRAD tP'W. 2P32IC0KER jDNG j 1 I ID.1'..``t R'..C/CERSt'.'GYe It `_ii1T\D, ' U 75 a0 1 w o to = 0 0) w in 2 LO QUIT n o o \ Q 1 O co GENERAL NOTES DE"GNED BY SHEET NUMBER C-002 >- 3 rrr cc 0 Z 0 CHECKED BY FORT WORTH 0 4- 0 37 xi 0142 ` O L o i o 0 O lil 44, JT \ 21, 2,\ 1 F�1 11 \ww\\ )/ - N s. $33 1n 34 1-- - -3-7771 \ - \\\ \ \\\\ \\ \ \ \ \ \ 1 \,\\\ \ \\\\% 1 1 1 \ 1 I\I1 / \ 1 1 \ \ �\ ` - \ \: \'\ \\. 1/N PROPOSED IMPROVEMENTS/GRADING BY OTHERS TBM 41 60! NAIL SET EIEV=52947' N:6967635.27 E 23258518S 6' CONCRETE FLUME SECTION DETAIL, SCALE: N.T.S. 5" 11.6C" NOTES: 1. CONTROL JOINTS SHALL BE CONSTRUCTED AND SPACED IN DIRECT PROPORTION TO THE WIDTH OF THE FLUME, I.E. 6' FLUME SECTION 15MO111 RESULTS IN A 6' CONTROL JOINT SPACING. g3 BARS 0 18' O.C. (TIP) EACH WAY 4 • JOT it (PIP/r nra r.^.•c,. ccav �.r, 111 :e`IC--10.1. I'. : I 1'r (7 2 STORY BRICK CORDING IEXISTING SOLAR ANEL TO REMAIN IN IEXISTING CONCRETE PAD TO REMAIN IN BEGIN BERM N:6967761.13 E: 2326049.81 53L / r ti i (PROTECTED TREE i .r / -5y9'--- I PROTECTED TREE / 1 529, - , (PROP. EARTHEN BERM I TOP ELEV. = 530.50 I / CRUSHED STONE OR WASHED ROOK 3,000 PSI CLASS A" CONCRETE /EXISTING GROUND 44 r CONSTRUCT 39 SY ONCRETE FLUME PER DETAIL THIS SHEET. I PROTECTED TREE TOE OF SLOPE . S.5 2° 25 Na0 JO\ PROPOSED WEIR BOTTOM ELEV. - 528.60 SEE SECTION THIS SHEET ' .6:2326078.81 PROPOSED GROUND EXISTING-'\ GROUND TOP OF BERUA ELEV = 530.50 SECTION A -A SCALE: N T.S. CONCRETE FLUME, SCALE: 1" = ID' \ \ \ 528.6 • .> ' s;840 'A . CONCRETE FLUME. SEE SECTION THIS SHEET. 31 sAs GRAPHIC SCALE IN FEET 0 10 20 40 3) MATCH EXISTING TO ELEV. = *528.55 c55 NS 6 Y1,01. \a�09p:it' 9 PROPOSED GROUND EXISTING GROUND -\ TOP OF BERM ELEV = 530.50 `CONCRETE FLUME SEE DETAIL THIS SHEET SECTION B-B SCALE: N.T.S. CURVE RADIUS Cl 20.00' C2 15.00' C3 80.00' C4 102.50' 1. CONTRACTOR SHALL TAKE CARE TO AVOID UNNECESSARY DAMAGE TO TREES. 30" AND LARGER CALIPER TREES SHALL BE PROTECTED FROM ALL WORK. SEE TREE PROTECTION DETAIL ON THIS SHEET. 2. CONTRACTOR TO REMOVE SECTION OF EXISTING FENCE AND PLANTINGS FOR CONSTRUCTION ENTRANCE AND CONCRETE FLUME. FENCE AND PLANTINGS SHALL BE REPLACED TO MATCH EXISTING FOLLOWING CONSTRUCTION. 3. CONTRACTOR SHALL CALL 1-800-DIG-TESS AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION FOR FIELD LOCATIONS OF UTILITIES IN THE VICINITY OF THE SITE. 4. THERE ARE EXISTING LOW AREAS WITHIN THE PROPOSED DETENTION POND AREA THAT DO NOT DRAIN IN EXISTING CO4DNTONS. THIS PROPOSED DESIGN DOES NOT ALLEVIATE EXISTING PONDING CONDITIONS ONSITE, NOR IS THE PROPOSED DETENTION POND INTENDED TO COMPLETELY DRAIN. THE EXISTING VOLUME BELOW THE PROPOSED SPILLWAY ELEVATION IS NOT INCLUDED IN THE REQUIRED DETENTION VOLUME. STOP! CALL BEFORE YOU BIG DIG TESS 1-800-DIG-TESS (0least 72 lours pnor to tggi g) 2 NOTES I. FEMORA ROOT MIRYHC M All E SING TREES TO CONS1RUCTn1 AOTh1Y FANS W MN OR^P WE OF WSTNC CURVE TABLE LENGTH I CHORD BEARING 7.10' I S30'09'43"E 23.54' I S25'08'32"W 43.62' I 554'28'55"W 36.93' I S49'11'07"W LINE TABLE LINE LENGTH L1 24.00 L2 43.07 L3 45.11 L4 5.59 L5 123.76 CHORDI DELTA 7.06' 120'19'35' 21.20' 189'55'00' 43.08' 131'14'15" 36.73' 120'38'40" BEARING S40'19'29.87"E S19'54'53.547E S70'06'02.O0"W S38'51147.40'W S59'30'27.06"W TREE PROTECTION DETAIL, SCALE: N.T.S. C4NJL ROOT ZONE AREA TANGENT 3.59' 14.98' 22.36' 18.67' i. DOS1N° TREE(S) TO RfY/Bl. z aEJOC or Damn TREE (TO.) 1 OONDRl0UR ICH T£ STUNG TED TO sTAKE TOTS W/ wart MAv4F S1Bi us�a 3' ma 4. SeAL T-SEAXES C DG 101, WME) REE MC(ORAT ( S 4' lin 1E]GNT MANGE PLASM FENNn NSTADID PER iLUPUFACTURM RECatuf9ATICNS (T FG AT PROMO M M-TFRENCH S E Emron MADE To Ft DanmaED. 2. ROOT PA1PMNO TERtoi I22iOES OUTSIDEFENM ( ) SING MADE 10 REVAat 2ROOT FRJIalO 112111011 MAR 10 EXCAVATOR Tr Ca1STR11CDCH ACIDITIES RON OJT ROOTS BY 4.Gp G A 0E-2+ NO(I DEEP r 8 NM MDE TRENCH MONO DIE MUi� O TFEMETM H 'U15D5�TANCE tRW WW,XTTO THE FULLEST DODO ON AREAS. tr/ ME ROOT PRRNiO IRE PLACED AT TEE ETXE EF CWSIMCTIIX1 TRBTS BENCHMARKS BM /8836 - '41" MONUMENT SET ON THE NORTHSIDE DRIVE BRIDGE OVER THE WEST FORK OF THE TRINITY RIVER 0.4 MILE EAST OF THE NORTH MAIN STREET AND 440 FEET WEST OF THE WEST CURB OF NORTHPARK DRIVE ON THE NORTHEAST CORNER OF BRIDGE 0.35 FEET NORTH OF THE NORTH CURB AND 0.75 FEET EAST OF THE EXPANSION JOINT ON TOP CF CURB. MAPSCO PAGE - 62-R ELEV. - 542.84' PROPERTY LINE LEGEND PROPOSED CONTOURS 636 EXISTING CONTOURS FLOW ARROWS CONCRETE RIP -RAP 636 • rn z Le UN 04 <' 1 1 CC" va 00 al z • 0 001 i ✓ Nw - o Tr ' Yp m y no/.. - '6, w No of Q try CA �..\ _ i r• *II) i *.i 1. * // HRAD W. PICKERING j t-0% 102320 f IIY772 0 GRADING PLAN DESIGNED BY SHEET NUMBER C-101 m n CHECKED BY X cc O 1i • 41 441 L 0 cc c. .33 to E • o z a o• c 0 o • - 0 0 _ 0 0 0 0 T- 0 i 0 0 N 41 - 6.15 re t 0 -o 34 o-o 0 O 4.4 Z in Cr � E 0 12, Z c o FE v o m 0 0 • • ♦ • ct • • 1 1 \ \\ t\ \\ \ t / \ 1 , \ \ \ \1 \1�i s 1\ \1\I\ ,.'11 \\\\ 1� �4.7 s 1 / r \ \. \I \ \. (N I 'I \ t t t I\ t 1 1 I\ \ I1 1 1\ \\ \ \ (\ \1 I\ _ • N 44-0 • j b \ 4 • / • 03c- tti 42 LF OF SILT FENCE • 21 LF OF SILT FENCE PG C. y9, Cil-GE'�C'( E pG• ,�C'E'\- • 295 IF OF SILT FENCE A, ( GRAPHIC SCALE IN FEET 0 10 20 40 IMENSMISS J;ENCHMARKS- BM /8836 — MONUMENT SET ON THE NORTHSIDE DRIVE BRIDGE OVER THE WEST FORK OF THE TRINITY RIVER 0.4 MILE EAST OF THE NORTH MAIN STREET AND 440 FEET WEST OF THE WEST CURB OF NORTHPARK DRIVE ON THE NORTHEAST CORNER OF BRIDGE 0.35 FEET NORM OF THE NORTH CURB AND 0.75 FEET EAST OF THE EXPANSION AXNT ON TOP OF CURB. MAPSCO PAGE — 62—R ELEV. = 542.134' -1 ACREAGETOTALS, .- PROJECT SITE AREA TOTAL DISTURBED AREA PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS ROCK CHECK DAM SILT FENCE LEGEND - RD SF CONSTRUCTION ENTRANCE CE 4E10 SRO 636 636 XSX CONSTRUCTION SCHEDULE AND PHASING PLAN - PHASE EROSION CONTROL MEASURES ALL SILT FENCE, STONE OVERFLOW AND CONSTRUCTION ENTRANCE/EXIT SHALL BE 1. GRADING INSTALLED PRIOR TO THE INITIATION OF ROUGH GRADING. CONSTRUCTION ENTRANCE TO BE INSTALLED AT THIS TIME. REMOVE TEMPORARY ENTRANCE/EXIT AND INLET PROTECTION. ALL PRIOR EROSION CONTROL MEASURES INSTALLED 2. SOIL ABOVE TO BE MAINTAINED DURING STABILIZATION/LANDSCAPING FINE GRADING AND THROUGH OUT THE REMAINDER OF THE PROJECT. SEED DISTURBED AREAS UPON COMPLETION OF EARTHWORK AND ESTABLISH STAND OF GRASS. • - • -- NOTES • -- - - - - - - 1. CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SIYPPP CONTROLS- CONTROLS SHOt4N ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2 CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AIM REMOVAL DATES FOR EACH WW EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3. DRAINAGE PATTERNS ARE SHOWN ON THIS PLAtI BY PROPOSED AND EXISTING CONTOURS, FLOW ARROWS. AND SLOPES. 4 TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BWPS SHALL BE INSTALLED AT THE EARUEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXATAPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAJNED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING 5 BMPS HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE. SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEMNG SEDIMENT FROM SITE RUN-OFF 6 IN AREAS WITH 4.1 SLOPES, CONTRACTOR TO INSTALL SOIL RETENTION BLANKET IF NECESSARY 7. ALL SANCUT WATER SHALL BE VACUUMED MO DISPOSED PROPERLY (I E CONCRETE WASHOUT PIT) 8. ALL HYPERCHLORINATED WATER AND BLOW OFF WATER SHALL BE DISCHARGED INTO SANITARY SEWER SYSTEM 9 ALL DISTURBED AREAS, VAIETHER ON -SITE OR OFFSITE, SHALL RECEIVE A FULL STAND OF GRASS (PERMANENT GRASS) PRIOR TO ISSUANCE OF ANY OCCUPANCY BY THE BUILDING AND COnF DMSION OF COMJ.IUNITY DEVELOPMENT, 10.SEEDING AND REVEGETATION SHALL REFERENCE CITY OF FORT WORTH STANDARD SPECIFICATION SECTION 32 9213 HYDROMIACHING, SEEDING, AND SODDING 11. THE CONTRACTOR SHALL REVEGETATE AREAS DISTURBED BY CONSTRUCTION PRIOR TO ACCEPTANCE OF THE PROJECT. REVEGETATION SHALL CONSIST OF SEED SOWING. STRAW MULCHING, FERTILIZING. AND WATERING. REVEGETATION SHALL BE ACCEPTABLE MIEN VEGETATION ACHIEVES ONE (1) INCH IN HEIGHT, WITH 85% COVERAGE AND NOT GREATER THAN 10 SQUARE FEET BARE. __ . F./•-)` {l �.fl•A **^;as1�1 0 BRAD W. PICKERING Ff,° 102320 i� i I(Pn•.. /YZC5CUSEp:••%.1% 11i /"�T✓AL c't.t. "" V(S/(y3 z a P G (n cJ 0 cocn O DESIGNED BY 0 CHECKED BY h Z LLI W Z 5 {� 0 N K I..i.. O it LL SHEET NI MHFR C-201 0 0 L. c. Q v Uv U O • C U O • a 1 igg o el IN 0 cc'IC v o f • c o rig `a L▪ -3 • I SI 0 Q 0 TR D c Layout: C-202 EROSION CONTROL DETAILS Sheet Set. TRY,D DETENTION POND -11 0 E 0 0 al 0 rr 0 0 • • 0 OE • E CD 11 13 6' MAX. FILL 1 STONE OR EARTH FILL J NOTAREA WEER REMOVE DEOPTIII Qf £m UOTT FROM , NAS T E STCRACTE FiTER FABRIC LP TOOEARNF THE M£.GM 6�IESTc !INFECT Cf EASE HRSO OUTLET fTREMI wprromCEWLDERh RmMLSEWE LON SS XS !¢aANv fI¢ SUMMIT AE TER A RAW NT1ItTEras UPSTREAM4 FS�&WJOR FtfACEvflrtE 1EDe SUI1Dit: WATER M111013 FOR LON(AR FERNS 6 4' MIN. SEE PLANS A OVERFILL 6" FOR SET/LEMENT IF FILL 15 USED 1.1 SDE SLOPE MAX NATURAL GROUND VIEW LOOKING UPSTREAM 1 1/2" FILTER STONE 2' MIN. FILTER FABRIC RD i' MA STONE RIP RAP SECTION ROCK CHECK DAM ZITS I GRADE TO STREET F— - 1. STEEL Po• T MUST �SS DAORRT TWORIEFENCE £W.LL BE INSTALLED CtlASLKaI1 ANGLE TOIaJW1. AVUCFATEOKUUOFf SOURCE OT. • 1 ¢ TOE OF ITC SRT FENS WALL DE TRENCHED N WIN A SPATP OR W£CHAN CAL TRENCHER. SO MAT TNF IlOANNOPF FACE erne uR TO SE LIRE OF SPAT VAERE FENCED/AUDI EETRN.CIED N Leg PAVEMENT) VADEBT FABRIC FLAP V▪ URH ROCK WTIRwt SIC TOPREVENT FLONFRfaf SEEFVuleNER FENCE • THE CROW) I11RUST BE A1.40.1 141114 F611.0 sDDPPAND 6 woes WOE TOMIovroRINE ELT FENCE FA6wCTO BE LAD INTHE 4 SCE FENCE SITO LD BE EEdNELY FASTENED TO EMI STEEL SUPPORT POST OR TOTE/VE/1 ME CTUS7G. WEE TES OR STAPLES SPACED EVEEFGBFETYEASTENEOVAaRECTTEYOEUR:1i TURN IS ATTACHED TO RSTEEL ¢ FRECEPOST THERE PAWL SEA 3 ROOT OVERLAP, ASS 5• PEECfON WALL SE HAZE EVERYTNO NECKS ARO AFTER EACH WILIEST REPAST OR RCP/ WILNT STALL OE IMADEFRONTSLY 6 SAT FENCE SHALL BC SEAMED VAEN THE SITE S CW+PLETELYSTABt!I O60 AS HAT IDELO(V. OR •ET.OE STORM FLONOR DRA2ACE W • Arm APCADENT,' FE ME SILT SIMLLE¢0¢FOSEO ROVEO SUE AVD IN MANNER STOMP<DETREUM TE TO00IDIVL SLTA%xLi SF 1' cowACTED MIALIORI ,. �� NH MEADWILE K_R OF Y NTOTREISeI KY TNLO GROUND SILT FENCE NTS T. to I it fide µON I ELEVATION ENCEINTE 1412Rurs 6 A¢STT SEALS/ER WIN TETERCLORI COVER COMPACTED EMITS CA ROCK OACITEL LENGTH AS SHOWN ON PLANS (SEE NOTES FOR MINIMUM LENGTHS) GRADE TO PREVENT RUNOFF FROM LEAVING SITE 6" MIN 1 I I-1(I-I i- (1-III II II I( -I l I EXISTING GRADE PROFILE VIEW RADIUS = 5' MIN. LENGTH AS SHOWN ON PLANS (SEE NOTES FOR MINIMUM LENGTHS) `6L GRADE TO DRAIN AWAY FROM \ STABILIZATION AND STREET PAVED SURFACE CE TRANSITION TO PAVED SURFACE DRAINAGE MUST FLOW AWAY FROM ENTRANCE PLAN VIEW N.T.S. Ca W Sc riNCE GROGI `r 1?NTTOO.VN!All CRY FASWEE I I — E (Lth LOX FINES SPACING) lave GAUGE I I POSTS FENCE PTN ETRE14L12W tv 6 VAX MESH OefG FFAE DUENITTENTAR 341 3 OR/PERMEDD ES OUAL FLOW r EM DS:EDF CROSSEECTIONt FILTER FABRIC PAVED SURFACE STABILIZED CONSTRUCTION ENTRANCE ET/ERRFD b164Tfi1C1»t FMRAwf ES 1. STUIE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCS( W AUIPTAME CRUSHED PORTL ND CEMENT CPVCEKTE t LENC1H SMLL BE SHOWN ON PANS, NM A WI WI LENGTH CC 30 FEET FOR LOTS WHICH ARE LESS 1LW 1E0 FEET 11OI EDft OF PAVEMENT. THE UMW DEPTH W ALL OTHER OAR" SHALL BE 60 FEET. 1STONE LAM 11E00ESS SHALL NOT BE LESS THAN 6 4. THE MOTH SHALL BE NO LESS THAN THE FULL WOW OF ALL PUNTS OF INGRESS DR EUESS 6.WEN ISUSSARY, VENIUES SHALL BE CLEANED TO REMOVE SID00NT PRIOR 10 ENTRANCE ONTO A PUWTC ROADWAY, WEN WASS= IS REORAED, IT SNAIL BE DONE W AN AREA STAENIID WWN CRUSHED STORE NTH DRARRAGE ROWNG AWAY FROM BORN TIE STREET AND RE BTADLIID ENTRANCE ALL SEMRHT SHALL BE PREVENTED FRW ENIERNC ANY STORM DRAIN. M104 W WATERCOURSE U554 APPROVED 6.1)E DORMICE SHALL BE MAINTAINED IN A COHUIICN % RR PILL PREVENT 1RA002IC OR FLOWING OF SEDIMENT ONTO PAVED SVRFAC . DAS MAY MORE PEWODIC TOP DR69NC WIN ADDITIONAL STONE AS CONGI1(NS DOWW ALL SDAIS1T WALED. ORCPPFD. WASkA OR MOM ONTO PAVED SURFACES MUST BE MOVED IMMEDIATELY. JAW ONRANPE MUST BE PROPERLY GRADED ON INCORPORATE A OHMAGE SWALE TO PMERT RUNOFF FROM MAINS W THE CONSTRUCTION STE VOTE 64T FENCE WITH WEE SUPPORT EXCEEDS MI FEET. FROMM:al PONT TO SET FENCE to nc S:OF TfkATtll o*/ ,, •II 0 LTt // BRAD W. PICKERItNG / qor • 102320 jr i (• t ` %`S , NSCTTafg)a. CL Ud 0 00 (A w 0 T7 O 0)IL JAI) < LT) O CI LET DESIGNED BY Z O Z W o Z W 0 0 0 FW. SHEET NUMBER C-202 CC z 0 CHECKED BY F— O t2