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Home My WebLink AboutR2023-049 2023-02-20DocuSign Envelope ID: 45279FCE-086B-4A7C-B61 D-8AF1 FAC492C0 RESOLUTION NO. R2023-49 A Resolution of the City Council of the City of Pearland, Texas, authorizing a Multiple Use Agreement with the State of Texas associated with the underpass crossing of FM 2234 (Shadow Creek Parkway). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain Multiple Use Agreement by and between the City of Pearland and the State of Texas, a copy of which is attached and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a Multiple Use Agreement with the State of Texas associated with the underpass crossing of FM 2234. PASSED, APPROVED and ADOPTED this the 20th day of February, A.D., 2023. DocuSigned by: 9z '—�B84Afr9-593F4F2.. J. KEVIN COLE MAYOR ATTEST: DocuSigned by: FrataGs War FRAN EEFAGUILAR, TRMC, MMC CITY SECRETARY APPROVED AS TO FORM: ,-DocuSigned by: DAN I TFtOKER CITY ATTORNEY EU l�N •.w..0 DocuSiqn Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 -44-0 Texas Department of Transportation District Multiple Use Agreement Guide and Checklist Form 2718 (rev. 7/20) Page 1 of 1 (Mandatory cover page for MUA) Submitting District Houston - H0U - 12 Show Instructions YES I NO City, county, or any other political subdivision X / Community club, scouting group, PTA or school organizations, etc. n / n Hike and bike trails, passenger bus shelters, boat/kayak launches, public parking, truck weigh/inspection station, Homeland Security check points, etc. IN / Local area benefits from project [I / _ Use probationer/community service labor Il / X Cost sharing with TxDOT (funds, materials, or work) ❑ / ❑X Allowing for profit/commercial ventures to be established on state ROW ❑ / n Initiating entity wants exclusive use ❑ / U If any of the last four items is checked "YES" this is not an MUA. Nature of MUA: City of Pearland Bike and Hike Trail YES I N/A Copy of Resolution/Ordinance X / Control Section Number(s) X / 7 Legible Plans 57 / 7 Signature Page Completed on District Level (including DE signature) [ / Ni Local Entity Contact and Telephone Number ❑ / ❑ District Routing Approval Each respective District Section or requested Division affected by attached MUA should print name and initial after review: DIST/DIV Name of Reviewer INITIALS DS YES I N/A AE Maria Aponte, P.E. rHPA X / ❑ District ROW/ DIV ROW ❑ / ❑ District Traffic/ DIV TRF n / n District TP&D/ DIV TP&D / n District ENV/ DIV ENV — DS / District Bridge/ DIV BRG Yongqian Lin, P.E. Vy'P X / District Mnt./ DIV MNT / DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Arr Awn Form 2044 (Rev. 8/21) Page 1 of 10 STATE OF TEXAS § COUNTY OF TRAVIS § MULTIPLE USE AGREEMENT THIS AGREEMENT made by the State of Texas by and between the Texas Department of Transportation, hereinafter referred to as "State", party of the first part, and City of Pearland , hereinafter called the City party of the second part, is to become effective when fully executed by both parties. WHEREAS, on the 20th body for the the City WITNESSETH day of February , 20 23 , the governing entered into Resolution/Ordinance No. R2023-49 hereinafter identified by reference, authorizing the the City 's participation in this agreement with the State; and WHEREAS, the the City has requested the State to permit the construction, maintenance and operation of a public 11 -feet wide bike and hike trail on the highway right of way, (ROADWAY Farm to Market 2234 CONTROL SECTION NO. 2105-02 ). (General description of area including either the control number or GPS coordinates.) shown graphically by the preliminary conceptual site plan in Exhibit "A" and being more specifically described by metes and bounds of Exhibit "B", which are attached and made a part hereof; and WHEREAS, the State has indicated its willingness to approve the establishment of such facilities and other uses conditioned that the the City will enter into agreements with the State for the purpose of determining the respective responsibilities of the the City and the State with reference thereto, and conditioned that such uses are in the public interest and will not damage the highway facilities, impair safety, impede maintenance or in any way restrict the operation of the highway facility, all as determined from engineering and traffic investigations conducted by the State. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 2 of 10 AGREEMENT NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed as hereinafter set forth, it is agreed as follows: 1. DESIGN AND CONSTRUCTION the City will prepare or provide forthe construction plans forthe facility, and will provide for the construction work as required by said plans at no cost to the State. Said plans shall include the design of the access control, necessary horizontal and vertical clearances for highway structures, adequate landscape treatment, adequate detail to ensure compliance with applicable structural design standards, sufficient traffic control provisions, and general layout. They shall also delineate and define the construction responsibilities of both parties hereto. Completed plans will be submitted to State for review and approval and when approved shall be attached to the agreement and made a part thereof in all respects. Construction shall not commence until plans have been approved by the State. Any future revisions or additions shall be made after prior written approval ofthe State. Any sidewalks, curb ramps and other pedestrian elements to be constructed, either on site or off site, by the the City shall be in accordance with the requirements of Title II of the Americans With Disabilities Act (ADA) and with the Texas Accessibility Standards (TAS). Elements constructed by the the City and found not to comply with ADA or TAS shall be corrected at the entire expense of the- the City 2. INSPECTION Ingress and egress shall be allowed at all times to such facility for Federal Highway Administration personnel and State Forces and equipment when highway maintenance operations are necessary, and for inspection purposes; and upon request, all parking or other activities for periods req uired for such operations will be prohibited. 3. PARKING REGULATIONS Parking regulations shall be established limiting parking to single unit motor vehicles of size and capacity no greater than prescribed for 11/2 ton trucks, such vehicles to conform in size and use to governing laws. Parking shall be permitted only in marked spaces. Parking shall be prohibited when a security threat, as determined by TxDOT, exists. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 3 of 10 4. PROHIBITION/SIGNS Regulations shall be established prohibiting the parking of vehicles transporting flammable or explosive loads and prohibiting use of the area in any manner for peddling, advertising or other purposes not in keeping with the objective of a public facility. The erection of signs other than those required for proper use of the area will be prohibited. All signs shall be approved by the State prior to the actual erection. 5. RESPONSIBILITIES Timely maintenance, repair and operation of the facility shall be entirely the responsibility of the the City . Such responsibility shall not be transferred, assigned or conveyed to a third party without the advanced written approval of the State. These responsibilities expressly include the timely maintenance and repair of any portion of the facility necessary to comply with the Americans with Disabilities Act. Further, such responsibility shall include picking up trash, mowing and otherwise keeping the facility in a clean and sanitary condition, and surveillance by police patrol to eliminate the possible creation of a nuisance or hazard to the public. Hazardous or unreasonably objectionable smoke, fumes, vapor or odors shall not be permitted to rise above the grade line of the highway, nor shall the facility subject the highway to hazardous or unreasonably objectionable dripping, droppings or discharge of any kind, including rain or snow. If the State determines that the City has failed to comply with these responsibilities, it will perform the necessary work and charge the City the actual cost of the work. 6. FEES Any fees levied for use of the facilities in the area shall be nominal and no more than are sufficient to defray the cost of construction, maintenance and operations thereof, and shall be subject to State approval. A. Retention Period. The the City shall maintain all books, documents, papers, accounting records and other evidence pertaining to fees collected and costs (hereinafter called the Records). The the City shall make the records available during the term of the Agreement and for four years from the date the Agreement is terminated, until completion of all audits, or until pending litigation has been completely and fully resolved, whichever occurs last. B. Audit Report. If fees are collected by the under this agreement, the the City the City for the use of the facility will provide the State an annual audit report detailing the fees collected for the use of the facility and the costs associated with constructing, maintaining, and operating the facility within the same period. If the report shows more fees collected than expenses for the construction, operation, or maintenance of the facility the the City must provide a multiple year plan detailing how the additional revenue will be used for construction, operation, or maintenance of the facility. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 4 of 10 C. Availability. The State or any of its duly authorized representatives, the Federal Highway Administration, the United States Department of Transportation, Office of Inspector General, and the Comptroller General shall have access to the the City 's records that are directly pertinent to this Agreement for the purpose of making audits and examinations. 7. TERMINATION UPON NOTICE This provision is expressly made subject to the rights herein granted to both parties to terminate this agreement upon notice, and upon the exercise of any such right by either party, all obligations herein to make improvements to said facility shall immediately cease and terminate and the City shall be responsible for the facility's timely removal at no cost to the State. If the State determines that the City perform the necessary work and charge has failed to timely remove the facility, it will the City the actual cost of the work. 8. MODIFICATION/TERMINATION OF AGREEMENT If in the sole judgment of the State it is found at any future time that traffic conditions have so changed that the existence or use of the facility is impeding maintenance, damaging the highway facility, impairing safety or that the facility is not being properly operated, that it constitutes a nuisance, is abandoned, or if for any other reason it is the State's judgment that such facility is not in the public interest, this agreement under which the facility was constructed may be: (1) modified if corrective measures acceptable to both parties can be applied to eliminate the objectionable features of the facility; or (2) terminated and the use of the area as proposed herein discontinued. 9. PROHIBITION OF STORAGE OF FLAMMABLE MATERIALS All structures located or constructed within the area covered by the agreement shall be fire resistant. The storage of flammable, explosive or hazardous materials is prohibited. Operations deemed to be a potential fire hazard shall be subject to regulation by the State. 10. RESTORATION OF AREA The the City shall provide written notification to the State that such facility will be discontinued for the purpose defined herein. The the City shall, within thirty (30) days from the date of said notification, clear the area of all facilities that were its construction responsibility under this agreement and restore the area to a condition satisfactory to the State. 11. PREVIOUS AGREEMENTS It is understood that this agreement in no way modifies or supersedes the terms and provisions of any existing agreements between the parties hereto. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 5 of 10 12. INDEMNIFICATION THE the City WILL INDEMNIFY THE STATE AGAINST ANY AND ALL DAMAGES AND CLAIMS FOR DAMAGES, INCLUDING THOSE RESULTING FROM INJURY OR DEATH OF PERSONS OR FOR LOSS OF OR DAMAGE TO PROPERTY, ARISING OUT OF, INCIDENT TO OR IN ANY MANNER CONNECTED WITH THE CONSTRUCTION, OPERATION OR MAINTENANCE OF THE FACILITY, WHICH INDEMNIFICATION SHALL EXTEND TO AND INCLUDE ANY AND ALL COURT COSTS, ATTORNEY'S FEES AND EXPENSES RELATED TO OR CONNECTED WITH ANY CLAIMS OR SUITS FOR DAMAGES AND SHALL, IF REQUESTED IN WRITING BY THE STATE TO DO SO, ASSIST THE STATE OR RELIEVE THE STATE FROM DEFENDING ANY SUCH SUITS BROUGHT AGAINST IT. THE INDEMNIFICATION OF THE STATE SHALL EXTEND FOR A PERIOD OF TWO (2) YEARS BEYOND THE DATE OF TERMINATION OF THIS AGREEMENT. DURING EACH YEAR WHILE THERE IS ANY LIABILITY BY REASON OF THE AGREEMENT CONTAINED IN THIS SUBSECTION OF THIS RESOLUTION, INCLUDING THE CALENDAR YEAR 2021 , THE City of Pearland (CITY) SHALL COMPUTE AND ASCERTAIN THE RATE AND AMOUNT OF AD VALOREM TAX, BASED ON THE LATEST APPROVED TAX ROLLS OF SAID ENTITY, WITH FULL ALLOWANCES BEING MADE FOR TAX DELINQUENCIES AND COSTS OF TAX COLLECTION, WHICH WILL BE SUFFICIENT TO RAISE AND PRODUCE THE MONEY REQUIRED TO PAY ANY SUMS WHICH MAY BE OR BECOME DUE DURING ANY SUCH YEAR, IN NO INSTANCE TO BE LESS THAN TWO (2%) PER CENT OF SUCH OBLIGATION, TOGETHER WITH INTEREST THEREON, BECAUSE OF THE OBLIGATION HEREIN ASSUMED. SAID RATE AND AMOUNT OF AD VALOREM TAXIS HEREBY ORDERED TO BE LEVIED AND IS HEREBY LEVIED AGAINST ALL TAXABLE PROPERTY IN SAID ENTITY FOR EACH YEAR WHILE ANY LIABILITY EXISTS BY REASON OF THE OBLIGATION UNDERTAKEN BY THIS SUBSECTION OF THIS RESOLUTION, AND SAID AD VALOREM TAX SHALL BE ASSESSED AND COLLECTED EACH SUCH YEAR UNTIL ALL OF THE OBLIGATIONS HEREIN INCURRED SHALL HAVE BEEN DISCHARGED AND ALL LIABILITY HEREUNDER DISCHARGED. No party to this agreement intends to waive, relinquish, limit or condition its general governmental immunity from liability in any way. Each party agrees and acknowledges that it is not an agent, servant, or employee of the other party and that under this provision each party is responsible only for its own acts and for those of its agents, servants, independent contractors or employees. Such responsibility includes, but is not DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 6 of 10 limited to any claims or amounts arising or recovered under the "Workers Compensation Law," the Texas Tort Claims Act, Chapter 101, Texas Civil Practice and Remedies Code; or any other applicable laws or regulations, all as time to time may be amended. Nothing in this agreement shall be construed as creating any liability in favor of any third party against the State and the the City . Additionally, this agreement shall not ever be construed as relieving any third party from any liability against the State. Furthermore, the the City shall become fully subrogated to the State's rights of recovery and shall be entitled to maintain any action over and against any third party who may be liablefor damages. The State agrees to execute and deliver instruments and papers and to otherwise do that which is necessary to secure such rights. 13. INSURANCE The the City , shall provide necessary safeguards to protect the public on State maintained highways including adequate insurance for payment of any damages which might result during the construction, maintenance, repair and operation of the facility. the City shall include TxDOT as an additional insured by endorsement in the City commercial general liability insurance policy. Prior to beginning work on the State's right of way, the the City 's construction contractor shall submit to the State a completed insurance form (TxDOT Form No. 1560) or appropriate certificate of self-insurance and shall maintain the required coverage during the construction of the facility. 's 14. USE OF RIGHT OF WAY It is understood that the State by execution of this agreement does not impair or relinquish the State's right to use such land for highway purposes when it is required for the construction or re -construction of the traffic facility for which it was acquired, nor shall use of the land under such agreement ever be construed as abandonment by the State of such land acquired for highway purposes, and the State does not purport to grant any interest in the land described herein but merely consents to such use to the extent its authority and title permits. 15. ADDITIONAL CONSENT REQUIRED The State asserts only that it has sufficient title for highway purposes. The the City shall be responsible for obtaining such additional consent, permits or agreement as may be necessary due to this agreement. This includes, but is not limited to, appropriate permits and clearances for environmental, ADA and public utilities. 16. FHWA ADDITIONAL REQUIREMENTS If the Facility is located on the Federal -Aid Highway System, "ATTACHMENT A", which states additional requirements as set forth in the Federal Highway Administration's Title 23, Code of Federal Regulations, § 710, shall be attached to and become a part of this agreement. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 7of10 17. CIVIL RIGHTS ASSURANCES The the City , for itself, its personal representatives, successors and interests and assigns, as part of the consideration hereof, does hereby covenant and agree as a covenant running with the land that: (1) no persons, on the grounds of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination in the use of said facility; (2) that in the construction of any improvements on, over or under such land and the furnishing of services thereon, no person on the ground of race, color, sex, age, national origin, religion or disabling condition, shall be excluded from participation in, denied the benefits of, or otherwise be subjected to discrimination; (3) that the the City shall use the premises in compliance with all other requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally -Assisted programs of the Department of Transportation - Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations may be amended. That if in the event of any breach of the above non-discrimination covenants, the State shall have the right to terminate the agreement and reenter and repossess said land and the facilities thereon, and hold the same as if said agreement had never been made or issued. 18. AMENDMENTS Any changes in the time frame, character or responsibilities of the parties hereto shall be enacted by a written amendment executed by both parties hereto. 19. LEGAL CONSTRUCTION In case one or more of the provisions contained in this agreement shall for any reason be held invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any provision hereof and this agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in this agreement. 20. AUDIT The State may conduct an audit or investigation of any aspect of this agreement. The the City must provide the State with access to any information the State considers relevant to the investigation or audit. The audit can include, but is not limited to, any contract for construction or maintenance of any facility or structure authorized by this agreement or any contract to provide a service to the the City if that service is authorized by this agreement. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 8 of 10 21. AUTHORITY OF STATE AUDITOR The state auditor may conduct an auditor investigation of any entity receiving funds from the state directly under the contract or indirectly through a subcontract under the contract. Acceptance of funds directly under the contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the state auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. 22. NOTICES All notices required under this agreement shall be mailed or hand delivered to the following respective addresses: STATE (Mailing Address) Texas Department of Transportation Maintenance Division 125 East 11th Street Austin, Texas 78701-2483 (Name of other party) (Mailing Address) City of Pearland Engineering & Public Works Department 2016 Old Alvin Road Pearland, Texas 77581 23. TIMELY PAYMENT When required by any provision of this agreement requires a payment to be made to the State, the other party hereto shall within thirty (30) days from receipt of the State's written notification pay the State for the full cost of repairing any damages to the highway facility which may result from the other party's construction, maintenance, repair or operation of the facility. 24. WARRANTS The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. List of Attached Exhibits: Exhibit A- General Layout Exhibit B - Metes and Bounds Description Exhibit C - Approved Construction Plans Exhibit D - Certificate of Insurance (TxDOT Form 1560) Exhibit E - Attachment A (FHWA Additional Requirements) DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Form 2044 (Rev. 8/21) Page 9 of 10 IN WITNESS WHEREOF, the parties have hereunto affixed their signature, the R2023-49 State on the on the 20th day of February da Y of 9/5/2023 20 City of Pearland (Name of other party) cDocuSigned by: 9� Cd By. \.----@48olAel59oF4F2... Signature Kevin Cole Printed Name , 20 23 , and the STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the o rders, and established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: �DocuSigned by: rn..r Jd.,J0A •C6DAInou204,,F_. FOR Director, Maintenance Division Mayor Mark Johnson Title Printed Name City of Pearland Agency 3519 Liberty Drive Pearland, Texas 77581 (281) 652-1780 Contact Office and Telephone No. 9/5/2023 Date APPROVAL RECOMMENDED: DocuSigned by: DF.6493334509439... Eliza C. Paul Printed Name 9/4/2023 Date DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 pinkie Location Mae SCALE: 1'01 M City of Pearland, Texas SHADOW CREEK TRAIL PHASE II - ALONG CLEAR CREEK RELIEF DITCH PK 2003 SEPTEMBER 2022 Mayor Kevin Cole Council Mayor Pro Tern Position 1 Position 3 Position 4 Position 5 Position 6 Position 7 City Manager Clay Pearson Deputy City Manager Trent Epperson Director of Engineering and Public Works Robert D. Upton, P.E. GaugENGTNEEEINO Tony Carbone Joseph Koza Alex Kamkar Adrian Hemandaz Layni Cade Jeffrey Barry Woody Owens Asst. City Manager Ron Fraser City Engineer I INDEX OF SHEETS SHEET NO. DESCRIPTION -GUT-8AL 1 COVER SHEET 2 PROJECT LAYOUT MAP 3 EXISTING TYPICAL SECTION 4 PROPOSED TYPICAL SECTIONS 5 6 GENERAL NOTES 7 PRIVATE UTILITY NOTES 8 TRAFFIC CIINTRM STANARDS TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK (TXDOT) TRAIL PI ANS 9 - 11 SURVEY CONTROL MAP 12 HORIZONTAL CURVE DATA 13 - 15 TRAIL LAYOUT 16 PROPOSED TRAIL DETAIL STANDARD OFTA1i S 17 SIDEWALK DETAILS 16 20 PROPOSED HANDRAIL DETAILS ITXDOTI RJITDIIF AND RFTAINTNG WAl I PI ANS 21 SUMMARY OF BRIDGE AND RETAINING WALL QUANTITIES 22 BRIDGE ,AYOUT LOCATION 1 23 ABUTMENT 1 PLAN AND E.EVAT ION 24 ABUTMENT 2 PLAN AND ELEVATION 25 ABUTMENT DETAILS 26 - 29 RETAINING WALL LAYOUT AND ELEVATION 30 RETAINING WALL DETAILS BRIDGF AND RFTATNTNG WALT STANDARD DETAILS 31 COMMON FOUNDATION DETAILS (7XDOT) 32 CONCRETE RIPRAP AND SHOULDER DRAINS iTXDOT) SWPPP PI ANS 33 35 SWPPP LAYOUT SWPPP STANDARD OFTATIS 36 37 STORM WATER POLLUTION PREVENTION PLAN STANDARDS Rajendra Shrestha, P.E. 11750 Katy Freeway, Suite 400 Houslon, TX 77079 W Ww GaCge€nglnwing.cOnr Texas PE Firm Reg. SF -20017 suwTTEO SY. O.aa O. Chary, P.E. arq. EV...y. LLC wl.,sa+a.wm. P.E Cllr MOON, CA,E. CAFE 09/12/2022 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 0' 125' 250' SCALE an ritega M om,5uPYtl G uge City Of Pearlaod, Texas SHADOW CREEK TRAIL PHASE 11 • ALONO CLEAR CREEK RELIEF DITCH PROTECT LAYOUT MAP axErr la. ROM 8/31/5022 o.h SS ffw. vrer A4 DIEM 2 Of 17 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 225' DRAINAGE EASEMENT I ( EXIST DITCH i NATURAL GROUND CLEAR CREEK RELIEF CHANNEL EXISTING TYPICAL SECTION NTS ( CHANNEL • ITMe YrT nW X n.i00 City Of Peaxiand Texas SHADOW CREPII TRAIL PHASE II - ALONG CLEAR CREEK RELDx DITCH EXISTING TYPICAL SECTION =IT I. Oil • 4116/2022 • SS W F Y G W. K 1'. INLET 3 OF ST DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Sri' ORAINACE EASEIENT LIMITS OF CLEARING PROP ID' TRAIL ( EXIST DITCH .73 !' CONCRETE *4 BARS S Or O.C.SOB ///JJij E' IYP a' SELECT FILL SEX MAX. ORY DENSITY SECTION A -A CLEAR CREEK RELIEF CHANNEL PROPOSED TRAIL TYPICAL SECTION EXISTING CONCRETE RIPRAP—'/..."-. ~ '• NIS EXIST INC BRIDGE EXISTING BRIDGE LOU CHORD PROP RETAINING BALL REFER TO RETAINING B L AYOOT A1O EL YA ION ENiETE PROP TTP "E" NARORAIL REFER TO NANOORDIL RAIL POST FOUNDATION SEE PROPOSED HANDRAIL RETAILS SHEET 3 OF 3 ENTHRAL GR01RO EXISTING BRIDGE PIER 3/N R .3 $ARs P 12' O.C. *4 BARS S' CONCRETE PAYMENT BARS • IS' O.C.E.N. 5" SELECT FIL`` SSE MAX, DRY SEHSITT SECTION B -B CLEAR CREEK RELIEF CHANNEL PROPOSED RAVE' TYPICAL SECTION NTS STA 13.10 TO ENO B CHANNEL NATURAL GROUND s CHANNEL SHADOW CREEK TRAIL PHASE R - ALONG CLEAR CREEK RELIEF DITCH PROPOSED TYPICAL SECTIONS CLEAR CREEK RELIEF CHANNEL NOT I OP l No NY MONO •a.. B/I a/2022 "41.,F .., 4. Ss w TNT o.. p'MG SHEET 4 DT 31 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 s GENERAL CONSTRUCTION NOTES; 1.UTILITIES PRESENTED ON THESE !OUTINGS ARE SN)M BASE° ON THE BEST AVAILABLE INFORMATION. TOE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO C°1RENCIN0 CONSTRUCTION. THE CONTRACTOR SHALL NDTIFT TEXAS ONE CALL AT LEAST AN HOuRS BEFORE PROCEEDING WITH ANY EXCAVATION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMGES To EXISTING INTERLINE AND APPURTENANCES, WASTEWATER, STORM WATER LINES, PAYING, SIDEWALKS AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE CITY OF PEARLAND STANDARD AT ND ADDITIONAL COST. 3.00NHTRACTOR SHALL ADEQUATELY PROTECT EXISTING STRUCTURES, UTILITIES, TREES, SHRUBS, AND PENTANENT OBJECTS WHICH ARE NOT SCHEDULED TO BE REMOVED AS A PART OF THIS PROJECT. PR[QR TO THE REUpWAL or ANY TREES A CLEAR AND GRUB PERMIT lusT BE OBTAINED FRAM THE URBAN FORESTER 261.652.191n. 4.114 CONTRACTOR SHALL NOT DAP ANY DIRT OR OTHER MATERIALS ONTO A PROPERTY OUTSIDE OF THE BDtJOART of THE PERMITTED PROJECT AND WITHIN THE CITY OF PEARLAND CITY LIMITS WITNXAT A VALID DEVELOPMENT/GRADING PERMIT. IF SUCH DUMPING OCCURS WITHOUT A VALID PERMIT, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE REMOVAL OF ANT DISCARDED DIRT CR OTHER MATERIALS TO AN APPROVED LOCATION AT TM CONTRACTOR EXPENSE. 5.CN SITE MECHANICAL SWEEPERS ;ROAD BROOM) IS REQUIRED FOR THE PROJECTS NAILING DIRT TO AND FROM THE SITE IN EXCESS OF TO CUBIC YARDS PER OAT. 6. ALL PAVEMENT TO BE REMOVED, INCLINING CONCRETE DRIVEWAYS ARD SIDEWALKS, THE PAVEMENT SHALL BE SATCUT TO FULL DEPTH PRIOR TO REMOVAL. T.ALL WORK WITHIN CITY OF PEARLAIT RIGHTS-OF-RAS OR PUBLIC EASEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF PEARLAND SPECIFICATIONS, ACCEPTED STANDARDS AND APPROVED DETAILS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND INDERSTANIING ALL RELEVANT INiORIITION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT THE CITY OF PEARLAND CHIEF ENGINEERING INSPECTOR AT 261.651.2314 TO EITHER SCHEDULE OR NOTIFY HIV OF A PREVIOUSLY SCHEDULED PRE -CO STRUCTION MEETING. THE PRE -CONSTRUCTION MEETING SHALL BE MELD A MINIMUM OF 46 HOURS PRIOR TO THE START OF CONSTRUCTION. B.AOEOUATE DRAINAGE SHALL BE MAINTAINED AT ALL TINES OARING IONSTRUCTION AHD AMY DAMAGE TO DITCH DR STRUCTURES DISTURBED DURING CONSTRICTION SHALL BE RESTORED TO EXISTING CONDITION OR BETTER. B.CSNSTRUCTION SHALL CLPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. ALL WORKS. SERVICES, AND LABOR SHALL CONFORM TN THE RILES AND REGULATIONS OF TIE CITY OF PEARLAND. 10.THE CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITY OR GOVERNING ACENCT OF THE BEGINNING DATE OF CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF TOE CONTRACTOR TO SEE THAT NO YORK IS DONE WITHOUT THE PROPER INSPECTIONS AND PERMITS BY THE LOCAL AUTHOR ITT OR GOVERNING AGENCY. 11.T)E CONTRACTOR SHALL VERIFY THE DIMENSIONS SHOWN ON THE CONSTRUCTION PLANS KITH THOSE MEASURED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMEDIATELY. 12.THE CONTRACTOR SHALL WE RESPONSIBLE FOR ALL PERMITS UNLESS NOTIFIED TO DO OTHERWISE. IS.THE CONTRACTOR SMALL WE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIALS ANN EQUIPMENT STORED OR THE JOB SITE. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND GOOD WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER TOOTING HOURS, INTlL PROJECT CUPLETIOM. 14.AT THE ENO OF ALL CONSTRUCTION PROJECTS, THE CONTRACTOR SHALL RESTORE TIE EXISTING FACILITIES, INCLINING ROW, SCUM PROPERTY, OTHER PROPERTIES, ETC, EQUAL TO CR GREATER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED ALCM THE SITE SHALL BE AYOPCRRLCFIED SEEDED IN ACCORDANCE WITH SPECIFICATION UNLESS OTHERWISE NOTED. 15•MINIMISE AID CONTROL SPREADING OF DUST AND FLYING PARTICLES. AS REQUIRED BY GOVERNING REGULATIONS. USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS SUCH AS WATERING TO PREVENT THE SPREAD OF DUST, DIRT, AND DEBRIS. 16. ALL WORKS SMALL BE CONDUCTED WITHIN THE RIORT-OF-WAY AND/ OR EASpENTS SHOWN UNLESS OTHERWISE APPROVED BY TIE CANER OR ENGINEER. IT.NO EXCAVATION AREA SHALL BE LEFT OPEN DURING NON -WORKING AGARS. ALL uATTENOED EXCAVATION DYER 2 FEET IN DEPTH STALL BE PROTECTED BY BRIGHT ORANGE SAFETY FENCING CARING NORMAL WORKING HOURS ANO COVERED SECURELY IF LEFT WEN AFTER HOURS. 1A. THE CONTRACTOR IS NOT AUTIDRIZED TO OPERATE WATER/SAITTARY INFRASTRUCTURE UTILITIES. CRIED OR OPERATED WV TIE CITY OF PEARLAR. CONTRACTOR SHALL CONTACT TIE CITY OF PEARLANO PUBLIC WORKS DEPARTMENT TO NEWEST CITY OF PEARLAND PUBLIC WORKS AITNORIZED PERSONNEL TO PERFUs1 ALL UTILITY OPERATIONS. 19.TNE CONTRACTOR SHALL NOT OBTAIN WATER FAIR THE CITY OF PEARLAND FIRE HYDRANTS CR OTHER SOURCES FROM THE D1STRINUTION SYSTEM WITHOUT PRIOR PERMISSION. CONTRACTOR MAY OBTAIN WATER FROM THE CITY OF PEARLAND PUBLIC NA AS SERVICE CENTER AT THE LOCATION DESIGNATED WY THE OWNER. 20. CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES ADJACENT TO THE MK AREA AT ALL TINES. 21.71E CONTRACTOR SHALL OBTAIN APPROVAL ON INGRESS/EGRESS ROUTES, HALING ROUTES, ETC. FROM THE CITY AND BRAZORIA COMITY. 22.THE WORK AREA SHALL BE BARRICADED AND ILLUMIMATED DO URG DARKNESS AND PERIOD OF INACTIVITY. WREN IN AN AREA DIRECT PUBLIC ACCESS, ARO AS DIRECTED BY THE CITY. Z3. THE LOADING AND UNLOADING OF ALL PIPE, VALVES, FIRE HYDRANTS, MANHOLES AID OTHER ACCESSORIES SMALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOREFCED PRACTICES AND SHALL AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANT DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR THE MATERIALS AND EQUIPMENT. 2A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SNIPPING AND STORAGE OF ALL MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAAIIE SUCH MATERIAL AT TINE POINT OF DELIVERY AND TO REJECT ALL DEFECTIVE MATERIAL. ANY DEFECTIVE MATERIAL INOORPORATEO INTO THE WORK SHALL BE REHOYEO MO REPLACED AT THE CONTRACTOR'S EXPENSE. THERE SHALL BE NO PATIENT MADE FOR STORED MATERIAL. 2S. SEE THE STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL ENVIRONENNTAL NOTES AND DETAILS. 26. IRON ROOS DISTURBED CORING CONSTRUCTION ARE TO BE REPLACED By A REGISTERED PROFESSIONAL LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY. 27.11OBING. MAINTENANCE AND CLEAN-UP IS REQUIRED FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITH THE PROJECT. STORM AND DRAINAGE 1.ALL DETENTION AND PETIIETER DRAINAGE SHALL BE COPLETED PRIOR TO TIE CONSTRUCTION of OTHER IIPROVE[ENTS. 2. STORM SERER SYSTEM 'MANHOLES, INLETS, STORM SEVER, BEDDING AND BACKF ILL ETC.) SHALL BE CONSTRUCTED IN ACCORDANCE WITH TIE CITY Of PEARLAND STANDARD DETAIL AND IN COMPLIANCE WITH THE ENGINEERING DESIGN CRITERIA MAMMAL. 3.1HE FINAL ELEVATION OF STORM SEWER MANHOLE RIMS SHALL BE AT FINISHED GRADE. PLAN RIM ELEVATIONS ARE APPROXIMATE AHD ARE NOT INTENDED TO REPRESENT FINISHED GRADES. 4.EXISTING STORM MANHOLES SHALL BE ADJUSTED TO INCLINE NEW CITY OF PEARLAND RING AND COVERS. 5.ALL CHANNEL OR SHALE SINE SLOPES AND/OR OTHER AREAS REQUIRING SEEDING AS DETERMINED BY THE ENGINEER, TO BE HYOROMLCM SEEDED. SANITARY SEWER 1.SANITARY SETTERS SHALL BE BUILT ACCORDING TO THE CITY OF PEARLANO DESIGN STANDARDS AS CWRENTLY AMENDED AND THE T.C.E.O. RULES ANN DESIGN CRITERIA. 2.ALL SANITARY MANHOLES MIST BE STANDARD TYPE IPRECASTI AND BLCKFILLED WITH CEMENT STABILIZED SAND IN ACCORDANCE RUTH CITY OF PEARLAID STANDARD DETAIL SHEET S CF 3. BRICK MANHOLES ARE NOT ALLOWED. ALL SANITARY MANHOLES SHALL INCLUDE STAINLESS STEEL INFLOW PROTECTORS. 3.ALL SANITARY SETTER PIPES SHALL BE BEDDED AND BACKFILLEO PEN CITY OF PEARLAND STANDARD DETAILS, AS APPLICABLE. ND SEPARATE PAY. THE ENGINEER AND CITY OF PEARLAND SHALL BE NOTIFIED IIBEDIATELY IF WET SANDS ARE ENCEMTERED. 1ACKFILL UNDER OR WITHIN 1 -FOOT OF EXISTING, PROPOSED OR FUTURE PAVEMENT SHALL BE CEMENT STABILIZED SAND UP TO 1' BELOW THE BOTTOM OF THE PAYING SIDGRADE. TEST REPORTS SHALL BE SURIITTED PRIOR TG PLACEMENT OF PAVEMENT. AND CONNECTIONS STALL BE MADE TO THE EXISTING SANITARY SERER LINES UNTIL ALL PROPOSED SEWER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED AND APPROVED BY THE ENGINEER. THE ENGINEER AND THE CITY SMALL BE NOTIFIED AT LEAST N6 HOURS PRIOR TO THE CONTRACTOR CONNECTING TO ANY EXISTING SEWER LINES. S.THE CONTRACTOR SMALL CONTACT TOE CITY OF PEARLAND CHIEF ENGINEERING INSPECTOR AT 201.851.2314 AT LEAST 24 HORS PRIOR TO PRESSURE AND DEFLECTION TESTS ON ALL SANITARY LINES. 6.►LL SANITARY SEWERS SHALL RE TESTED PER TCEG GUIDELINES. 7. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE AND SEMI -RIGID PIPE, EXCEPT SERVICE LEADS. THE TEST SHALL BE COIOJCTED AFTER THE FINAL WACKFILL HAS BEEN IN PLACE AT LEAST FOR 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF SX. THE TEST IS TO BE RUN USING A MANDREL HAVING AN OUTSIDE DIAMETER EQUAL TO 95% OF THE AVERAGE INSIDE [NEATER OF THE PIPE. TIE MANDREL SMALL HAVE A MINIMUM OF 9 RUNNERS, WITH THE CONTACT LENGTH OF EACH RUNNER EQUAL TO OR GREATER THAN THE PIPE'S NOMINAL OSAAETER, THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. R.ALL SANITARY SERER MANHOLE RING SHALL BE SET 2 -INCHES ABOVE FINISHED GRADE WITHIN STREET R.O.R., OR WITHIN EASEMENTS. CLEAN FILL SHALL BE ADDED AND SLOPED AWAY FROM THE AIM FOR SURFACE WATER DRAINAGE. PLAN RIM ELEVATIONS ARE APPROXIMATE ANO ARE NOT INTENDED TO REPRESENT .IBISHEO GRADES. COSTS FOR AL. ADJUSTMENTS, INCLUDING PRECAST CONE SECTIONS, AND PRECAST ADJUSTMENT RINGS, ARE TO BE INCLUDED IN THE UNIT PRICE FOR SANITARY SEWER MANHOLES. PRICES ARE NOT ALINED. AL. EXISTING/PROPOSED MANHOLE RING WITHIN THE SIDEWALK SHOULD WE FLUSH WITH GRADE. 9.SEALED MAIRCLES ARE REQUIRED FOR HANDLES CONSTRUCTED IN 100 -YEAR Fa.000 PLAIN. ID. SANITARY SEAR LINES PARALLEL TO WATER .IDES SHALL BE INSTALLED WITH A' LEAST 9-FODt HORIZONTAL AIR 2 FOOT VERTICAL CLEARANCE AND IN SEPARATE TRENCHES. TIRE SEWER SHAL, BE LOCATED BELOW THE WATERLINE.. 11.SANITARY SEWER LINES CROSSING WATER LINES MUST HAVE A FULL LENGTH JOINT I16' NOMINAL) CENTERED AT THE CROSSING WITH A MINIMA SEPARATION DISTANCE OF 6 INCHES. I2. ACCESS TO MANHOLES PIA BE BY PORTABLE LADDER, AS STEPS ARE PROHIBITED. I3. ALL SANITARY SEWER CROSSING EXISTING ROADS IN PEARLAND SHALL BE CASED PER SANITARY SERER DETAIL SHEET 2 OF 3 UNLESS EXEMPT BY THE CITY ENGINEER. WI 11SM uq Tway. Nw.. GaugeInn .-T [.AIi[eale City Of PeNTIRed, Texas SHADOW CREEK TRAIL PHASE 11• ALONG C1,. --6.1t CRFF1?1[[ RHSEF DITCH GENERAL NOTES o.wM,plan 9/12/2022 I., N SS IN. Or MC o„r MA fu. VEER I OPT CUM' 5 N TY IT Dimly, Fl looms, P.S.C1fy of DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 WATER MAIN. 1.RATER WIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF PEARLAND EOM AND STANDARD DETAIL. 2.UNLESS OTHERWISE NOTED. ALL RATER LINES SHALL NAPE A MINIMA CF 4' OF COVER FOR THE WATERLINE OIAAETER LESS THAN 12 INCH AND 5' FOR 12 INCH AHD LARGE PIPES TO FINISHED GRADE. 3.ALL WATER LINES, AFTER INSTALLATION, SHALL BE THOROUGHLY DISINFECTED ACCORDING TO AIWA SPECIFICATION C-651 AND THEN FLUSHED BEFORE BEING PLACED INTO SERVICE. 4. NOTIFY THE CHIEF ENGINEERING INSPECTOR 24 HUGHES BEFORE THE SYSTEM IS PRESSURE TESTES AND DISINFECTED. THE CITY HILL TAKE ALL SAMPLES FOR BACTERIOLOGICAL TESTING AS REWIRED BY TCEO. SHALL WATER LINES ARE TO BE HYDROSTATICALLY TESTED NT' THE CONTRACTOR AT 125 P.S. 1.66 HOURS OR ISO P.S.I.,4 NOIRS IN ACCORDANCE WITH THE CITY OF PEARLAND DESIGN STANDARDS. CONTRACTOR SMALL NOTIFY CHIEF ENGINEERING INSPECTOR AT 12411 451-2314 AT LEAST 24 HOURS PRIOR TO THE HYDROSTATIC TESTS. 6.SEE APPROVED PRODUCT LIST (CITY ENGINEERING TEBPADEI FOR ALLONAILE RATER LINE PIPE MATERIAL. 7.CONCRETE TH6NST BLOCKS SHALL BE PROVIDED AT ALL INNDERCRDIRO TEES. BENDS AND LATERALS. THEY SHALL OE BUILT AS PER THE DETAILS PROVIDED TO PREVENT PIPE MOVEMENT. RESTRAINED JOINTS SHALL BE USED WHERE PREVENTING MOVEMENT Cf I6 -INCH DIAMETER OR GREATER PIPE IS NECESSARY DUE TO THRUST OR WHERE SPECIFIED ON PLANS. B.ALL WATER VALVES SHALL CPEN COINNTER-CLOCKWISE. ALL RATER VALVES SHALL BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH LATEST EDITION OF AIWA C-500 AND SHALL BE CF THE RESILIENT SEAT TYPE. 9.ALL RELOR GRACE VALVES SHALL BE GASXETED, HLO-ERG GATE VALVES WITH A CAST IRON DW, EXCEPT WHERE FLANGES ARE CALLED OUT ON THE PLANS. ID. ALL WATER LINES SHALL BE BEDDED AND BACKFILLED PER CITY OF PEHALAIE STANDARD DETAILS. AS APPLICABLE. BACKFILL UNDER OR WITHIN I -FOOT OF PROPOSED PAVEMENT SHALL BE CEMENT STABILIZED SAND UP TO I' BELOW THE NOTION CF THE SHBORADE. TEST REPORTS SHALL BE SUBMITTED PRIOR TO PLACE .NT OF PAHELEENT. THE COST OF BEDOIND AND BACKFILL IS TO DE INCLUDED IN THE UNIT PRICE OF WATER LINE. II.CONTRACTOR SHALL PROVIDE FOR WEINER CF 6 INCHES CLEARANCE AT THE STORM SEWER AND WATERLINE CROSSINGS AND THE SANITARY SERER ANN WATERLINE CROSSINGS. THE RATEHEIRE SHALL BE LOCATED AT A HIGHER LEVEL THAN THE SEWER WHENEVER POSSIBLE. I2. NECESSARY PRECAUTIONS MAST BE TAKER DURING WATER LINE CONSTRUCTION. PRECAUTIONS INCLUDE KEEPING THE PIPE CLEAN APO EFFECTIVELY COVERING OPEN PIPE EPOS TO EXCLUDE INSECTS. ANIMALS OA OTHER SOURCES CF CONTAMINATION FROM OIINISHED PIPE LINES AT TINES MIEN CONSTRUCTION IS NOT IN PROGRESS. 13.NO CONNECTIONS SHALL BE MADE TO THE EXISTING WATER LINES UNTIL ALL PROPOSED WATER LINES NAVE BEEN THOROUGHLY CLEANED. TESTED AND APPROVED BY THE ENGINEER AND THE CITY OF PEARLAND. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF PEARLAND AT LEST M HOURS PRIOR TO CONNECTING TO ANY EXISTING WATER LINES. IA. THE CENTER OF FIRE HYDRANTS ARE TO BE LOCATED 3'-0' REMIND THE BACK CF CURB AND AS SHOOS ON PLANS. THE STEAMER IEZGLE SHALL BE A MINIMA OF 22 IWXIMA OF SRI INCHES MOVE FINISHED GRADE, AND SHALL FACE THE STREET PAVEMENT UNLESS OTHERWISE SHOW. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH THE CITY Of PEARLAND WATERLINE STANDARDS DETAIL SHEET 2 of 2. IS.TIE CONTRACTOR SHALL SALVASE AD ACTION ALL FIRE HYDRANTS REAMED DURING CONSTRUCTION TO THE CITY OF PEARLANO PIRLIC WORKS DEPMTIANT. THIS Wag IS INCIDENTAL TO SITE PREPARATION. 16.WATERLINES TO OE ABANDONED IN PLACE SHALL OE PERFORMED IN ACCORDANCE *ITN TIE CONSTRUCTION PLAN. THIS RORK SHALL RE INCIDENTAL TO SITE PREPARATION. I7.ALL WATERLINE CROSSING EXISTING ROADS IN PEARLAND WILL BE CASED PER WATERLINE STANDARD DETAIL SHEET 2 OF 2 UNLESS RIVEN EXEMPTION DT THE CITY ENGINEER. TRAFFIC CONTROL 1.CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART Y1 OF TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ITWTCD'LATEST EDITION WITH REVISIDHSI DIMING CONSTRUCTION. 2.OFF DUTY POLICE OFFICERS/CERTIFIED DAGGERS ARE REOUIREO TO DIRECT TRAFFIC WHEN LANES ARE BLOCKED. 3.CONTRACTOR SHALL COVER EXCAYATId15 WITH STEEL PLATES ANCHORED PROPERLY DURING NON -WORKING HOURS ANO ALLOT NORMAL TRAFFIC fLOW. 4. APPROVED COPIES OF 'TRAFFIC CONTROL PLANS' SHALL BE AVAILABLE ONSITE FOR INSPECTION Al ALL TIMES. 5.IF CONTRACTOR CHOOSES TO USE DIFFERENT IETHOOS OF TRAFFIC CONTROL CURING TIE CONSTRUCTION THAN THOSE OUTLINED IR THE CONTRACT DRAWINGS, ISIHE SHALL BE RESPONSIBLE TO PREPARE AND S19AIT ALTERNATE PLANS TO TRAFFIC SECTION of THE CITY OF PEARLING FOR APPROVAL TEN 001 WORKING DAYS PRIOR TO IIPLENENTAT ION. THOSE PLANS SHALL BE MIAOW TO SCALE AND SIGHED AND SEALER BY AR ENGINEER LICENSED IN THE STATE IF TEXAS. PLANS TILL BEFOE A PART OF THE CONTRACT DRAWINGS. 6.THE TRAFFIC CONTROL MEASURES PROVIDES DN THE TRAFFIC CONTROL PLANS REPRESENT MINIMUM REQUIREMENTS. THE CONTRACTOR SHALL MODIFY THE TRAFFIC CONTROL PLANS AS DESCRIBED IN THE NOTES ABOVE AND/OR SHALL PROVIDE ADDITIONAL MEASURES AS REQUIRED BY THE FIELD CONDITIONS OR AS DIRECTED BY THE ENGINEER. ALL WORK ASSOCIATED WITH TRAFFIC CONTROL SHALL BE INCIDENTAL TO ITEM 01555 -TRAFFIC CONTROL MID REGULATION/ FLAGOERS. T. THE CONTRACTOR SHALL OBTAIN NECESSARY APPROVALS FROM TOOT FOR ANY TRAFFIC CONTROL AND OTHER WORK PERFORMED WITHIN TIE TXDOT RIGHT-OF-WAY. �. waa•w• .+� I� �TSL M 2E} H DAVID O. GREANEY 123565 S rl HONOMICIMI City Of PeRTland Texas SHADOW CREEK TRAIT. PIIASE R . ALONG CLEAR CREEK RELIEF DITQI GENERAL NOTES SHeaT2OF2 mewl 1.04,6 Se- Oribee 6/16/2022 V,"' -- e...,. 55 ., Oa". - — SoCEI 6 or 17 S S 8 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 6fi PRIVATE UTILITY NOTES. AT&T TEXAS/ SARI FACILITIES, ,.THE LOCATIONS OF ATLT TEXAS/SWBT FACILITIES ARE SHORN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WOO. NE AGREES TO NO FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RE OCCASIONED ST THIS FAILIAE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 2. THE CONTRACTOR SHALL CALL I.800 -344-037T (TEXAS 6111 A MINDEN OF 48 HOURS PRIOR TO CONSTRUCTION TO NAVE UNDERGROUND LINES FIELD LOCATED. S.RHEN EXCAVATING WITHIN EIGHTEEN INCHES RIB-) of THE INDICATED LOCATION OF ATILT TEXAS/SNIT FACILITIES, ALL EXCAVATIONS HEIST BE ACCO ALISHEO USING NON -MECHANIZED EXCAVATION PROCEDURES. WEN BORING, THE CONTRACTOR SHALL EXPOSE THE ATLT TEXASSlAT FACILITIES. 4.WREN Ana TEXAS/SBBT FACILITIES ARE EXPOSED, THE CONTRACTOR PILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WREN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. S.THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWAT UDERI7ROLND CONRIUIT FACILIT[ES OR RORIEO CABLE FACILITIES SHOO ON THESE PLANS GOES NOT MEAN THAT THERE ARE ND DIRECT BURIED CABLES CR OTHER CABLES IN CONDUIT IN THE AREA. 6.PLEASE CONTACT THE ATILT TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE .M. AT 1716) 567-4552 OR EMAIL HIM AT RLT2O9MTT.CCM, IF THERE ARE QUESTIONS ABOUT BORING OR EXCAVATING NEAR OUR ATILT TEXAS/SNIT FACILITIES. CENTERPOINT GAS INOTESI CAUTION) LNDERGRouD GAIL FACILITIES 1.THE CONTRACTOR SHALL CONTACT THE UTILITY COORDINATING CO AITTEE AT 1-800-545-6005 ON All A MINIMY OF 41 HOURS PRIOR TO CONSTRUCTION TO HAVE MAIN AND SERVICE LINES FIELD LOCATES. -WHEN CENTERPOINT ENERGY PIPE LINE NAREINGS ARE NOT VISIBLE, CALL ?IS -MIT -SASS OR 713-945-$037 17100 NA TO 4130 PM) FEN STATUS OF LINE LOCATION REQUEST BEFORE EXCAVATION BEGINS. -WHEN EXCAVATING WITHIN EIGHTEEN INCHES 116') OF THE INDICATED LOCATION of CENTERPOINI ENERGY FACILITIES, ALL EXCAVATION MIST BE ACCOPLISHED USING NON-IECHANIZEO EXCAVATION PROCEDURES. -WHEN CENTERPOINT ENERGY FACILITIES ARE EXPOSED. SUFFICIENT SUPPORT must BE PROVIDED TO THE FACILITIES TO PREVENT EXCESSIVE STRESS ON THE PIPING. -FOR ELEROENCIES REGARDING GAS LINES CALL TIS-E59-3552 OR 713-207-4200 2. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANT DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UIDFJNCROIRD FACILITIES. WARNING. OVERHEAD ELECTRICAL LINES) I.OVERHEAD LINES MAY EXIST ON THE PROPERTY. THE LOCATION OF OVERHEAD LINES HAS NOT BEEN SHOWN ON THESE DRAWINGS AS THE LINES ARE CLEARLY VISIBLE, OUT YOU SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAW, SECTION TSB, HEALTH I SAFETY COOS FORBIDS ACTIVITIES THAT OCCUR IN CLOSE PROXIMITY TO HIGH VOLTAGE LINES, SPECIFICALLY. -ANT ACIIYITT WHERE PERSONS OR THINGS HAT COLE WITHIN SIX 161 FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES, AND -OPERATING A CRANE, DERRICK, PUMA SHOVEL, DRILLING RIC, PILE DRIVER, HOISTING EQUIPMENT, CR SIMILAR APPARATUS WITHIN ID FEET OF LIVE OVERHEAD NION VOLTAGE LINES. 2. PARTIES RESPONSIBLE FOR THE WORE, 1NCLUC[NG CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR TIE SAFETY OF CONSTRUCTION WORKERS UAER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. TO ARRANGE FOR LINES TO RE TURNED OFF OR REAMED CALL CENTERPOINT ENERGY AT 713-207-2222. ACTIVITIES OH/OR ACROSS CENTERPOINT ENERGY FEE OR CASEMENT PROPERTY 1.10 APPROVAL TO USE, CRAGS, OR OCCUPY NO CENTERPOINT FEE OR EASEMENT PROPERTY IS GIVEN. IF TOO NEED TO USE CENTERPOINT PROPERTY, PLEASE CONTACT OM SURVEYING AND RIGHT OF WAY DIVISION AT 17131 SOT -6345 GR ,7131 20T-ST69 METRO I.THE CONTRACTOR SHALL CONTACT METRO BUS OPERATIONS BY EMAIL 10 BUSINESS DAYS IN ADVANCE OF WORE SCHEDULED THAT WOULD IMPACT A METRO BUS OR RAIL LINE, NAILS SHALL BE SENT TO 2EIMA.RIDLEVWUIDEMETRO.OR6, TA/CEE.MOBLEYIRIGNETRO.ORO AND CARL. TAYLO IR1OEIEERO.ORO, CARBON COPIED TO CON PROJECT MANAGER, CALL METRO AT ITISI63S-4000 WITH QUESTIONS. DETAILS I.CITY OF HOSUTON STANDARD RETAILS FOR WASTEWATER COLLECTION SYSTEMS, WATERLINES, STORM DRAINAGE, AND STREET PARING ARE INCORPORATED IN PLANS BT (VENICE AS IF COPIED VERBATAL STANDARD OETIALS ARE AVAILABLE FOR DONA.OAG AT THE FO.LOWINO WEB ADDRESS) ht4p.//HONDA.DUO, IGNSrNR.IDJRtNnTX.pOY/pgIHNWr Inp-a1Q-ORn.$ruNN 1T. MRU 2.DETAIL5 INCLLDED IN PLAN SET SUPERSEDE RELATER CON STANDARD OfTAILS. 0.4 pan .7PN $1 nw4 . Wl.CI G )uge �— W,rR FN.I1 City Of PGarland, Texas SHADOW CREEK TRAIL PHASE I[ - ALONG CLEAR. CREEK RELIEF DITCH PRIVATE UTILITY NOTES SHEET OP 1 n. 4, - sNElt 6%16/2022 ..VI ;-_ A. 7 A. SS .6 nu n.. or MC O 17 C D Geral Vk ZGO7\PRIYATE UTILITY Itl7Fs qlW. d9 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 • I AR R PO 0 AMMO Jr;I a Q - LEGEND • • RCw .. I rn.... To..W . 0. .<.• Rp1R n»„ b 6 . r :. �°,',„ n...e.... C £ i [ „_� I 4> I I I I i' y 4 -ezb aa s.ge Irak? -IF , ; Ati - ' s.. ,4•. S rIQ.` 4w vv. [,. QG ariri.....v `•Ma I v.rr4 MI \ I I ERG WORK AG /+ ANG° I • . ...., . 0Y ,'. 1 .',a:. ,• ^, . .." r [rar.. ,,.•m.•m rr...- rap...`w w .,.,...., v' _ pA. (! 3 b I =. I1 L. ,4. 225 ,24., ss . .ta' 3a. E r* +}r L L 'CO 140 •0 x x• 5. ,h. :1 0I6 ., a 34 b If,,Y} _ Aee *0 144 4240 e0 ,:w m . o +pn'I�IC ':a pr.... 1r. m. • .H. N ;1 Ii.• Y -, "'.• \ 'AL a•L•q•. o• : TTP I[USAGE ". �s�d:4. \ ' ,[p I` o`, .wuc '• ,r .t 'uw�: i".: n'ri'rw.:.. :`, „`oW. i 44 ... w .. ..t t.w.. I �k 6t CENERu NGTES w . i iP 1` I flop muds.. emm pro lbw. 114 464466. aow,•4�. °'. rm°,•t: 4` .4r 64..:4.......4.,.tr••.... lan. re x [m[ a. -w.<,.. r w� op... epp. m pr.. v P. yam.. , ,4 : sR E� •_ w.. • I I v^14a I ap R .y'vm.,.,:,,..:•..,r.e.14 t. ,..a .•,.,. e.em:....• ..w r.m-....em> w- oro'..tw •.o. • ,-.fro,•4 46.:%6' .m .,.,Ma..a• S. 0. m..• a,.. 0, P. 44.44. ., w..........00 "e... e'aa'a�� w�e.... -.edm.. - • 4'• .m ...law 444..4, 4,..4...14. TCP WORK SPACE �4 S1-Ia: NEAR Raw ■°R0 Axtw 4•,• 1 • a.. ro..t I': SHOULDER ENO U0400 a • .m:I� 4. obi TO ,,-' WORK SPACE O _ -� TCP ti -ItoM. ON ke k A -• ; 446 O ° R°°R ""E"° .M ble a.. a SHOULDER I r _ % or.....ram..rw, M. •• TRAFFIC CONTROL PLAN RRAR CONVENTIONAL ROAD NOIR • 7..',4:4 t .1iAliw ..N t TCP II-1CI SHOULDER WORK TCP11-11-I8 WORK VEHICLES ON SHOULDER •D'W "..,. _ ' c°nven*10n0I R0°°R Convanri°n°1 Roods Convenfiondi 45°°s „ nr r.. a.-. MA Gauge 1,100 --4N .14..Y.,SX11000 CityCWPauismIrfaum SHADOW CREEK TRAIL PHARE 11 ALONG CLEAR CREEK RELIEF DLTCU TRAFFIC CONTROL DETAILS INERT I OlU twe MR. Ikw iiTM -... i•. 44r SS re c... Orr MG , SPEED 48 Or 37 C O DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 CITY OF PEARLAND BU N0. 401 ELEVATION- 59.419' LN. 13,776,280.33 EA, 3,108,745.78 ` 564'52'55"E-3487.52' 52575'14 E-226.51') SHADOW CREEK PKWY. (FM 2234) L=22.535 x9.0358 R=142.896 N04'59'54"E-16.94' L=31.939 A=9.1497 R=200.000 MATCH UNE A ALL HORZOHTAL COORDINAITS ARE BASED ON TEXAS STATE PLANE COORDINATE 515TEM, 506TH CENTRAL ZONE, NADB3. THE COORDINATES It DISTANCES SHOWN ARE SURFACE AND NAY BE CONVERTED TO GRID BY MULTIPLIIHG BY A SCALE FACTOR OF 0.959870017. N04'02'15'W 73.78' N04'02'15"W-58.90' CITY OF PEARLAND BENCHMARK NO 401 IS A BRONZE DISK IN CONCRETE INSIDE ALUMINUM COYER LOCATED AT SOUTH SIDE CF THE ENTRANCE DRIVEWAY CF THE PARKING LOT 9F SHADOW CREEK SP0RI5 COMPLEA, APPROOMAIELY 025 MILE NORTH ALONG KINGSLEY ORIYE FROM 711E INTERSECTION OF MCHARO ROAD (A.K.A. SHADOW CREEK PARKWAY) ELEY.39.a9 FEET NAY) 1965. 2001 ADJUSTMENT 'HATCH LINE "A 340 rl 27.75 N8C09'06" N20 5'47 E-121.83', I �' ' I cc 4 -cc 8\ 4 '�N1147'48"E-551.42' I . =156.326 .3=85.3032 R=105.000 100 0 50 100 SCALE. 1" = 100' LEGEND: SURVEY CONTROL POIIIT MIMBER DESIGN BASELNE PONT NUMBER SURVEY CONTROL PONT DESIGN BASELINE PONT OTY CF PEARLAND BENCHMARK DESIGN BASELINE — • 51PRYEY BASELINE KUONNW Mon ,"' """ awkirmeniram GIuge- Tr„FL City Of Pearllmd Texas SHADOW CREEK TRAIL PHASE II ALONG CLEAR CREEK RELIEF DITCH SURVEY CONTROL MAP SIFT I OF 3 PK2003 u". 09/06/22 INSET 9 OF IT DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 (41E TABLE SUFMY BASELINE NOM INSTANCE K1140 (s-8 TO 0-22 220.51 S27 IV 14WTO 7-32 10 7.33 40.06 44 41 11.421 7-v TO 7-34 $51.43 par 47 47.471 7-!414 -42 121.03 NIW 57 47.41Y OMEN BASELINE ROWS DATA /8M 44 Lam 481G4 (M4401) PPM OMAN ) WINN (4'4) (15144 (4144) 6-4 12+2111 41770/148 7.101,10042 1177171404 1181814 6-8 11.-04.1 IANSA7444 1111,5341 417/1/3544 x144144.44 4-27 4244411 13.771737.11 3.111.447.14 44773.47.14 11444114 6-N 4h}42 71714,4472 118447.44 1;714.71141 1101!6474 6-24 (144111 11774/413 AMMAN. 13.774744/4 3.144 14 4-4 414.4.3 11774.1413 14/44422 11174.14441 AMAIN41 o-4. 47444.44 INMA 28 3.101166.11 7177444211 3.14.42/64 6-a (74814 7177/44141 1484143 117744x14 11447045 6-21 477144 14.77973741 1182444 11774.5/7.12 11844071 SNOWY BASELINE RO4312 DATA MUMMY BENd4(ABK} 4811110 (!3441 1A5M51 247148) 480151 (m) GS= (4D) (5441111 4 a Ira. 441W 4[97348 0,30 4 1177177447 1444.14511 17.77444414 1444Y477 114. 1111411 1414. 4.T Wr 44 5/ 4511 11841 w OP -12 117747447 1111.8444 41774.74433 1144444 51Y /70414 111.1/4 4[1 S/0 1A It w 7-23 4477131 311101111 117/44443 11464.1 744 14.4441 4874 4.7 5/4 IA. 1/ ,4w TOP CM 7-24 4411►43.71 118.4414 1377174412 31844114 44144 44M1.11 1137.. 1E4 44714. 1/ w 7-13 11771438 1171844 11743 3LT. 1181111 4447 11+1140 42441414 NI VW u f/ w KUO 1444044444.144 01JOA/1011 R --may e• woe u4Npw1rv4...3.4»0 G uge\ re1.76."17 1MIIIIR4M SHADOW CRUX TRAIL PFIAjO II . ALONG CLEAR CREEK RELIEF DITCH SURVEY CONTROL MAP City Of Pearland, Texas Sew 2 OF I zoo 09/94/42 1 0 4.. R 44.4 4111' 1.4. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 T.B.M. CP-23 C-29 C-28 SHADOW O C-28 C-22 CP-2 C-22 & T.B.M. CP-24 C-23 SHADOW CWSBK PWW !� r C-27 C-26 C-24 C-24, C-25, C-28, & C-27 C-21 C-21 CP-2 SHADOW OWN Pa r T.B.M. CP-22 T.B.M. CP-25 60 0 30 60 SCALE: 1' - 60' allialegMehltdanil • MANHOLE R UGHT ■ DILMtE •RET d SIGN a� BI LRLE7 • POPO POLE t FARE RYpUNT 4. Pavel POLE VI/LIGHT o SIGNAL POLE t OOt I OUT -IV— wax ® MIEE p 8UG1 wwmt 0 WATER WLLK w� MGH GA•c • WARR rEtEN Etna 0ROW KUO am P1.100 valk ��NOMa w .nrw warm City Of Pearland, Texas SHADOW CREEK TRAIL PHASE IL ALONG CLEAR CREEK RELIEF DITCH SURVEY CONTROL MAP SHEET I OE J r. PK200s MEP ar/O6/22 ' "•" 11 a. { RV c... MC KY MC L DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 CHANNEL Be91m'n9 dwin CHANNEL 0*6er10t-Cn Point 1000 N 13,775,560.6465 E 3.109.506.0246 St* CO,rM iron 1000 to PC CNMe1EL1 N 61' 09' 06.49' E War 427.7462 Caw* Cara 01$0I CHANNELI P.I. Station 6.24.47 De to 65' 16' 11.66' 1.71 D.rr.. 54. 34' 02.67' Ten0a0t 96.7272 Lavin 156.3264 Radio. 105.0000 External 37.7626 Long Rare 142.2132 ale. Ora 27.7739 P.C. Station 5.27.75 N P.T. Station 4.64.07 C.C. N 60014 ' N 01' 09' 06.49' E Ahead • N 4' 09. 05.17' N Chord Bear N 30' 30' 00.60' E 1.00.00 N 13,775,641.3195 E 3,110,026.2566 Co.,.. free PT CHANNEL' t0 1001 N 4' 09' Point 1001 N 13,776,570.1671 Cars. free -001 r0 1002 N 4' 59' 53.06' Pe -m 1002 N 13,776,614.2500 Carve tram 1002 to 1003 N 4' 02' 15.13' Point 1003 N 13,776,757.0439 Caere* trap 1003 to 1004 N T 50' 52.77' Point 1004 N 13,777,150.5195 13,775,626.4412 f 13, 775, 737.7929 E 13, 775, 730.1916 E OS. IT' 9 Dist 634.1639 E 3,109,966. 6363 Ste E 01.0 44.2312 E 3, 109, 960. 6900 Ste 6 Cart 143.9713 E 3,109,950.3530 Ste ■ CON 393.1411 E 3,109,931.0192 5to 3, IIN, 920.6905 3,110,017.2542 3,109,912.5297 15.15.66 15.62.69 17.06.64 21.00.00 En0In0 darn CHANNEL O..or lot Ion NP - euge 1iNH°°i cortex,. Ian •i41t'fw 1wrK .F 7 City Of Peariand, Texas SHADOW CREEK TRAIL PHASE IN - ALONO CLEAR CREEK HEWS DITCH HORIZONTAL CURVE DATA SEPET I C" .11111 few . —.. 6/19/2022 Kr i e.. n.. 55 , w .•4. a... ON M6 [C1 12 Of 11 a 6 I _£ A DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 END PROP 10' TRAIL BEGIN PROP PEDESTRIAN BRUCE STA 4.75.40, 04.04' IT _ BEGIN PROP 10' TRAIL STA 4.75.63, 104.79' RT MATER EXISTING EIDETALE r r 1 .r • R 1 ' C•ci. "[GUMDE OITON SIDE + SLOPE FROM EXIST CL ` " TO EDGE OF TRAIL qq,, 's { EXIST ROB W. SIX. 5L�* ?TREE TO BE TRANSPLANTED 1 SEE NOTE S " 3,08 }�"rl•4P" IL CXAIREL 31 ' I PROP PEDES11AN MTh,MTh,SEE BRIDGE LAYOUT LOCATION 1 PROP GENERAL FILL TO RAISE LAMING TO TOP OFMIIOGE ELEV.- 11 JEW LOCATE 16" GAS * PIPELINE PRIOR TO EXCAVATION. 'S NO SEPARATE PAY. S t } PROP PEDESTRIAN BR10GE4 BEGIN PROP 10' TRAIN STA 4.74.13,74T4.IJ, 98.29' LTT La ' 650100E SIDE SLOPE TO MAINTAIN 711 SLOPE FROM EDGE Of TRAIL. GRACE AS NECESSARY TO DRAIN RATER TO SHALE. itpil• STA 5.14.73, 103.47' LTE EP -1 E - 09.22 6 1- 1 }} 1 4 n STA 6.1_6. SO, 107.42' LT ` r{ �1I.�".r. 11F f BACK SLOPE SMILE '474► -39.14 f1/2 P�4allIMIPIZel PI STATION DELTA 6.24.74 DEGREE OF CURVE - 54. 54' [LT1 02.'67' TANI1ENLE OOTNT - 156.3264 PCDSTAATION ..S 27700 ..75 PT STATION • 1.04.01 -7.00 - - 6.00 - CLEAR CREEK RELIEF MANDEL •'r EXIST ROW vat .�EASpENTF. MATCHLIHb ST LEG ND Gill PROPOSED 6' TRAIL PROPOSED PEDESTRIAN M1100E TR 1905 SIDEWALK/BRIDGE -• EXIST EDGE OF PAVEMENT PROPOSED RETAINING WALL TRANSPLANT TREE ® N0R12O1TAL AL IGMENT CURVE NOTE. 1.PRROSEO TRAIL SHALL MATCH EXISTING SIDEWALK WIDTH GRADE, ANO 01105 -SLOPE AT CONNECTION POINTS. 2. TRAIL SHALL BE CONSTRUCTED TO ADA GUIDELINES W1111 MAXIMA CROSS SLOPE OF 21 A1S MAXIMUM Awn Pie SLOPE OF SX. 3. PROPOSED TRAIL 51VILL BE CONSTRUCTED FLUSH WITH 1NTURAL 080110. MAINTAIN POSITIVE DRAINAGE OVER TRAIL FAWN ROW TO CNAIaCL. CONTRACTOR SMALL F1EL0 LA70UT EDGES OF PROPOSED TRAIL TO WPM THAT THE TRAIL IS FLUSH WITH EXISTING CROUS ►10 POSITIVE DRAINAGE I5 MA111711 E0. OBTAIN CM APPROVAL BEFORE COM/FNCING CONSTRUCTION ACTIVITIES. NOTIFY CM OR ENGINEER OF ANT PLAN DEVIATIONS PRlIO TO FORM WORK. NO SEPARATE PAT. 4. REFER TO TYPICAL SECTIONS AND PROPOSED TRAIL DETAIL FOR ADDITIONAL INFORMATION. 5. TRANSPLANT TREES IN 4TH DARTER OF 2022 CR 1ST OMRTER Cr 2023. CONTACT PEARLUS MAN FORESTER FOR TRANSPLANTING DETAILS. 0' SCARE IN FEET OWE 460 Hw mix miY liwsa G uge 1.�r rt NHmT 1.Pn41�Y City Of Penland, Texas SHADOW CREEK TRAIL PHASED ALONG CLEAR CREEIL RELIEF MITCN TRAIL LAYOUT BEGIN PROJECT TO STA L0.00 Mee 1015 rs tiAm l.� 1/31/2022 4 0, SS 4041MA MA SHEET 13 Sc.3 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 6 017CS SIDE SLOPE FROM EXIST CL TO EDGE OF TRAIL. TREES To DE TRANSPLANTED SEE NOTE 5 225' DRAINAGE EASEMENT I PROP DITCH 6' SELECT FILL ASS MAX. DRY DENSITT 10' THAI SECTION C -C REGIS PRO► DITCH �' STA 15.16.69, 104.19 LT. E - 56.25 STA 15.02.99, 06.32' LT REGRAOE DITCH SIDE SLOPE FROM EXIST CL TO EDGE OF TRAIL. EXIST ROW BEGIN PROP 10' RAW STA 17.71.66, 86.30' LT 1- y tom, SEE RETAINING WALL!' LAYOUT ASO ELEVATION EXIST ROW I 15.60 REMOVE 6 LF OF A6' ON TO BE FLUSH WITH FACE OF PROPOSED RETAINING WALL J OUCH TO BE DONE RAT la I WWI KC: �P 1PIIP.1.. CHLINE 5TA 16+ LEGEND PROPOSED 6' TRAIL PROPOSED PEDESTRIAN BRIDGE El TR HINDS SIDERALX/6RIOGE EXIST EDGE OF PAVEIENT .�+ PROPOSED RETAINING WALL 0 TRANSPLANT TREE NOTE. R. PROPOSED TRAIL SHALL MATCH EXISTING SIDEWALA WIDTH, N�, AND CROSS -SLOPE AT CONNECTION PO 2. TRAIL SHALL NC CONSTRUCTED TO ADA GUIDELINES WITH MAXIMLO CROSS SLOPE OF 2t APO MAXIMUM RUNNING SLOPE OF St. 3.PROPOSED NAOROINO. AL SHALL MAINTAIDE N FITN NATURAL N POSITIVE °RAINAGE DYER TRAIL FRAM RDN EDGESE PPROPO�SED TRAIILSHALL CONFINA IELD LAYOUT HT THE TRAIL IS FLUSH RIM EXISTING GRgMD AND POSITIVE DRAINAGE IS MAINTAINED. °STAIN Dl APPROVAL SWORE OQRENCING CONSTRUCTION ACTIVITIES. NOTIFY CM ON ENGINEER OF ANY PLAN DEVIATIONS PRIOR TO FORM WORK. NO SEPARATE PAY. A.REFER TO TYPICAL SECTIONS AM) PROPOSED TRAIL DETAIL FOR ADDITIONAL INFON.ATION. 5. TRANSPLANT TREES IN ATN °WRYER OF 2022 OR 1ST QUARTER OF 2025. CONTACT PEARLAND MBAR FORESTER FOR TRANSPLANTING DETAILS. 0' 25' 50' SCALE BOK 0. Gaug. "P .ri 11.1.6..1•2 City Of PeaIlaId, Texas SHADOW CREEK TRAIL PHASE II ALONG CLEAR CREEK RELIEF DITCH TRAIL LAYOUT STA ID.W TO STA 16.00 ;HEFT] OF 144. $HetT 6/16/2022_ •:� H.'.... SS cb nu: a14 S I 6 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 S 2 Y S YATCILLFg_ STA 46+0Q I • I I 1 '. 1 I . I —I I i_ I 1 NIIlaI I BEGIN PROP 6' SIDEWALK . STA 19-00.03, GT.09• LT MATCH EXISTING SIDEWALK PROP RETAINING BALL - y SEE RETAINING WALL I- LAYOUT AND ELEYATIDN. FIELD LOCATE 6' CAS PIPELINE PRIOR TO B EXCAVATION! 9 LF OF 48' LAP' ' TD BE FLASH WITH FACE OF 1 .'' PROPOSED RETAINING WALL , 6 CHANNEL, ENO PROP I1• RAP.. . STA 19.95.22, 93.30• LT MATCH EXISTING SIDEWALK CLEAR CREEK RELIEF CHANNEL .:MST ROW . Tr, PROP 6' SIDEWALK STA 20.29.82, 66.03' LT MATES EXISTING SIOEWALE 'TT 111 r'. { I 4 I 6: I 2 I i1 I I LEGEND PIP 8' TRAIL PROPOSED PEDESTRIAN BRIDGE TR 1905 SIDEIFALK/BRIDDE --- EXIST EDGE OF PAVEMENT PROPOSED RETAINING WALL 0 TRANSPLANT TREE N0TEI I.PROPDSED TRAIL SHALL MATCH EXISTING SI �ECTWIDTH, GRADE. AND CROSS -SLOPE AT2. TRAIL SHALL BE CONSTRUCTED TO ADA GUIDELINES TOTH MAXIMUM CROSS SLOPE OF 2X AND MAXIMA RUNNING SLOPE OF SY. s. TED FLUSH WITH NAIL T{IAL LBE WDIAEI. MAINTAIN POSITIVE ORAIN►OE OVER TRAIL FRPI ROW TO CHANNEL. CONTRACTOR SHALL FIELD LATOOT EDGES OF PROPOSED TRAIL TO CONFIRM THAT THE TRAIL IS FLUSH WITH Ex15T1NG GROAN) ARO POSITIVE )RAINAOE IS NAIHTAINEO. OBTAIN CM APPROVAL BEFORE OCATANCIN0 CUISTIRICTION ACTIVITIES. NOTIFY Cm OR ENGINEER OF ANT PLAN DEVIATIONS PRIOR TO PORK WORK. NO SEPARATE PAT. ...REFER TO TYPICAL SECTIONS AND PROPOSE) TRAIL DETAIL FOR AOOITIONAL INFORMATION. S. TRANSPLANT TREES IN 4TH QUARTER OF 2022 OR MST )DARTER OF 2093. CONTACT PEARLING URBAN FORESTER FOR TR►HSPLINITINO DETAILS. 0' 25' SO' SCALE eo G Age r�' City Of Pearlind, Texas SHADOW CREEK TRAIT. PHASE II ALONG CLEAR CREEK RELIEF D17C1I TRAIL LAYOUT STA 16.00 PROTECT TO END SHEET TORT .0 Nm S,II_'I 6/16/2922 , o. $S w rla 15 • or 616 OI ST tooUexunn-ol.don DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 6 S LIMITS OF CLEARING S 5 ■ S it gs at S' SELECT FILL ABC MAIL CRY OCSNITT ■1 BARS • IS' O.C.E.• CONCRETE PAVEMENT SIDEWALK/TRAIL TYPICAL SECTION NTS NATURAL GROUND WH a Gage City Of Peerland, Texas SHADOW CREEK TRAIL PHASE II. ALONG CLEAR CREEK RELIEF DITCH PROPOSED TRAIL DETAIL CRUST I OP I p Pt MOM o.w. S/lB/SOn N. OS m3trt. CAO o.. M: MG SPEEt «16 6 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 r- annrl MAO AMA =0. Pnoi NALL PO 7441.1 g. oak TMICAL f DIETECUOLE ononow SUM4.t�99Sittsti Rost 5171. m714 151011411 044.4 10f10W rite sad ma amen to Lr>m tuatm toot 047447.•4117 Ie•Y1.0•04 Wes. rsfsK 1:01 71.404 I 0 JAI Om SS 01110741 omm word numb( to AAoam .0104 rota6 04 hots t On1twt 1row- rinds AA1 ■ to 41.01M. 40 'Cl 00RR A.ep a t:tow 0 !. +t0 to .704 S A M MOM 0 MUM" IMO. Ma MOM NI 10401. 11700th *r4a MIXES 1511 ■ • mom Or ter am r 515 0Qo ,welt.: � +0 4140 M IVLL e51 0 M hat 4M OR Otto •74•705•4 • 0 0 41'1041 MI or Wy40 7MTC MA ADA , ropy! 0f A4 rn OF gN44 ALMS Ato.t01 @06 4 Putt IlL 41t -w -11.Y1 CO•Mb,. tin Pt IG 100106 Ia Ir06 rIr 6114 MOAT Ira 4 MOM tO IS 044*. 70 to 014 n,r M L0P4 at0P40 o0.t1/ N 5t a, 017410 COMMA Imme 0044 A 41 -.MA . 1221¢1.2 mamma 202.22:2 Soo OP LOAD SO MO Oa OOP FLOM Mr OA AS O. a F.A. a s M0 . ..... t0 ro ••••••04 6r M h[1 0 cox a. On 04 ILQow 00 CAW A ANA .171144,* AAA. 1171 =A A TRMSFSABLE SLOPE w4s r. on. yam 4 1ra�.5 1O rnm .Pan, w+L Po. OK. n 5117 or . .arVIA o. wawff n OlAcrm }. 41.501 11111 a 5.0 7. AMA GO I AAA 51 1404 r Ma MASA A 1 AMA rNwsr, OI on 4✓ MAO. 040* 1017 911[15 00.10 MA TPA POP Y 1 r Le Goma Cam or ••• Inn Le/�S1MIN MOM. 0111 rL LL r • .. AAA WM. MN MI= 015040 MEMs1 14 __solrbr t1Af0N ! IA145 I rA04 111141410 Rllr 1E M •111+1104M1 to M 51Qt L ••••• •fCL01roLL Apo diA L1r44t I* M4 Ia4 '[4511' 1A1701, FA SAC r M*1 o.o. 101 76 MIX° x a••• tro1M1 0 1.✓ 11.4411*Q a ...AN 144.1 14 W1 SC 11• ui 04 CONTROL JOINT 1tSPIOSO f' mw woo... Y xI 017 ozewa K SET BACK P1CM CUM ATE SCIE yALK 1 U10.1.1 71:71.4"4POrIZ"04) PLAN en 11 Mon WELL a mom 1st tea 1. = aN was 4 V1� MMp0L1bt0051 K 4 1 40441 Ip411 11 ■ L/4' 0@ *0 1b4 MX • 04.4. 4°'"'r°DAM manna ea *. PAAL AMAmare +a'°r""1i.rrrs a •!00(0171 men Um 0[ 0 0 4* IT. 01444.0 rNL0LL1 L :MX OX•1•01144 1 1MJ0 al� OO�atlt0iueel Lot PO I*A.OP M N(A LG 6 F- NL 101 017.0. sot at 00I¢m 004 *5005 made ALSAIPP. So AA WM OF AMMO FM MAMA PRoF) to FO) OS. NOTE 1L1 5TmeT LLCMS M1[ 10 BE * 1711(O NOM oat TIM 11745 7 C0PUN[( Or S vINN 6N m Cos 2 ALL *1(0515 SMELTS .1714, ME SUOMISM: Pat 5117E SOMA45 A5T41EO in TM 1ALteua0(O r1A TWEMRMS CN 5EMYt1E5 STROETS SNML x 065741(0 Pt TOE OMELOP6ER. SAC0OUIS ON COLLECT°. MO 7407100111,44 515[175 Ma 0 L Wnw1 OF 6 PEET IN NOM. YN. 051101 Of SOEINII root L Ola. 5104101 i 44 O. ETA COLLECTOR MO 14040 0iMt #510017, Ai Woo AMA lien•APFAO•o•Aso• tAAFOO oorrALAII 4tM11r f.0 A ill op. lni OD AOPOAS M14!175100* on•rtnnmn OA �4 UA 01Y1MM110, idgeoe City of Peorlmtl. Teo STRN0MT0 ((TOAs SIDEWALK DETAIL to 040 coo gong 030-4 •••• 11th 0 MOLL 1 W S DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 fi _ LI,11 of h.Iw, 1101 z 1� 4: iI 3 I olror Arlo.. ap• 14. Lwa•h r )0' . pp' ,try #' .d,! loop . Fr t 'if tallw b1M 3. 11.......gores M 0•04.11ln own .111.8 Ilr 1.1100 Ja1M I• wool r•aytrwr,•a M, wln WK. •810 11.01.• t'.0• .8.00.1 I. wen N O ID hat Sp. Illar -f ppriL.}iirpl-1 101100 biMO Ipp � 10 ILEYfTIOI YIE1 111,0 150111• owl 1pilw Sl.a alp at.. -' 010 Ip. 0r 0108111 1 ..1• or •010.n. .010. lag 1110 • 1I . 0' ,Iry 31' •,a lwa.0 1 r,f tp1 ...In, la r,... .mina rb Poor Alin own •loo. III twice ..re. 00.1. wln Aar IIw1 O- ipa, spp.l,p! f h..©--•�`Im> �c w le. 015.00 T1..1� �. -1,o in 1' a°0w.51p1w°ap. IX mp. Is Y]1A IYIry 101100. ara 811115 tl r m w Ipw pr a1r1ry. (� pi •r01..l 00 VA.. © u. ae.01100 a 00 i. 00.1••00 ri•n.ln:.,w Hw se ari ... vsm.r .:50...00rm... Or,. .. e.n. © srmw 110.:. 1r. .tom p.r,r..•I- ti 0 v. 0• 1100. r • ro G:rr .R Otoo Irmo borai 1. wwt. • �r. in p1dr. 1r rap arpy a..p a:a,n.ir.. mom .pop •Iya •1.1 » •.} waenn. L•••I 1,.010. •9.0010. .n. :eat w' rl.. lr r.w :mow l woo... © . W 0la .010.0 Pl. 1L100, 0.9.. 1.1N• . •nlaap.u. bane w rap • imN..* »... p. weep In 1 Yp'l pia 010. f> w m.s r• ane .� -f ha.0-1 i Ina Mar b.•. 1001© © 211- 0.1. W.• DI. pp ,bry�I' 0r 0..010 54..0 rrlawf O D5. 00 • I. on roil.. 1. Intl w rw.ru In 110.0 gp.,mipro 0015.0. w ..0..:011 ..rr et. 1100.. 0' t•, •w.r.1. rwrw.lp. O..a:..• .r s•1rw .pl.n.� © l %" 010. bra .r .pol 0001:109 ... /' w.. •I..r 0.. O1...•.. 00..1000,141 ror a.a.. oolo..Ilo woo. , t won. p.memo p, O ,p, re r r:ap.. ® 1.. 1000.... .m.. 'or sow 00.1 In000,a•1.9. 1' I 808111 REthItICC0 VSIfi SO 14 NO11711. t ..po,w.0.0 1011 Op..0n. Crr0 , Ipn '3°' .0.101, IT S. 11 I, 11 2. r 0. 0 .00.00, 1, car 1, f er 51.;100 . 3(Ctiv1 0•. Iyp.Inl xpny.I1 Tv .. SLCTI01 I -I r q.p.lro 1500054, n s.• or Obitt SECTION C•C 10001.0 09.00011 1I cr USTIOI O•Q 100001.0 ...el I TT 01 SKIT I OF 3 i• alyr..�,r 00..0050. I pf.nV.o PEDESTRIAN HANDRAIL DETAILS PRD-l3 �•. 1 000.010 Gaug�Toor ry:.= City Of Pwtlwd, TORO SHADOW CREEK TRAIL PHASE II - ALONG CLEAR CREEK RELIEF DITCH PROPOSED HANDRAIL DETAILS SHEET I Of 1 *LI 1111.1010 4.00 8/18/2022 ..n I. OS 0100 OF 810 u. It . Intt, 18 Dr 37 I I I 6 I DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 a 1.101. a per.01. ripe .a. saga, Sa' -10• alas %. Ono. t .n .1 r Split, .IM i. deal, r.ylr.a 1.o Poor Yin earn slim 111 Spl lc* .IM I. urea rq.iree rail min earn a i' Q• Ipa01 S Yw 10• L W a( rsp-1.1e... Poor Sao OW r� E 006,0'I11jpi» t wile. xIMOi vier bIM. Slaew..J Woe. 0100010 1- 0 :1141.:""' ELEVATION VIESowner °o re ILap Sp' Iwo Ono SO lee pin.. Snip ..awn m W Trpe rd earl rrl IlpI LI.I. el'r 'iq1 • uI ins of ran era ; STI0r [-I jaTI I P-0 IV,. Iq lanai. n TI .Ln.ing Monorail n Pi Yl1 r Jol M. 5i0..o. w..aa1 L.np.n y.' 711.5 Ij • '1;1 1 WI $5 _ S1' .0 % • 711.5 % 1111.110* 5141 e.s.O. r.. .. .w toll YOw.. Mla itra. earl rl( 50'IG raper Ii Wee, rla.lre. :.0 Sall Yww.. Yln eta' elan ' S''0: pun IsYo. 1 t` y.. .(o.//..��. Soo Ispl ▪ ' E r'.. ea.. ea•j — 4 tell Yw.t • r. Swloe Tr Per 1- rTa ▪ lqon Yma. �g --See `Yiw_-1` :a .Ialr.' IMN. •dollop. LEO ELEVATION VIEW 0 Pa.... re serene. O Cm snap 100 et •..aar ies err : woo.. or rare rim 50,0.1. II Ira Main. '.a.lx 0 5n. Split. Ts mewl-r.n ..n . n raw .r ....no pwrrn.'on rp on 0 rat 00 55x•1 red. 0* lner..ee wean. rF la" 000,0. 0 are an 10.ei . 11101011 .Ir+.r1 plr. tar fat Vow cra 0i..o.lm., OoS�''w . II no Sew I.) aware 1 ani10 r.a. rw !O' r w e er.a:.'.ow0. 10.11. •. yr• pis towbar,* w :.100- >•0.• 1..11' .nlcwwl. Para'... .1 ree....a..o c. 7.0. 1e pa.. Os medal 'n 1 h' 1+s 5,175- to m' rOnlrl.q 0.10,ge ara ramp. toO of role • See ' Trolau .all mourn Pet.il.• lm a' r.lar al. O I yr ola Lmano 0101 12Jr5• d0., 0. tab• NI I rnla.p..I. Sal 'Pelt Yoa.l 0..e1 .slog fl a p oo. L 1: 010. or rm %.; rr0.10. wet n m.r tee no ta.la p•ai..pa. e..1 .a I..Ia� co 0 1.. •..01511 .00rice.lon 0171 : e. S1 oo JO 0... 0 4 %• o o. amino for ern .on no or . 14 .n.. Poor © See •frbrpl w.ea• for maw m l Moran, on. Jp leer 1 S ..0.10.1.1 sit T,oy5. • Irp� 9 • 0(1101 G -G 15n..Iro 0aY'ol I ia7lnotl.n. See -10011-elr 01,0,110 0.01111 fir 01 Lar 100.. r Cale roll �•r II' 3.0 'imp Ibletfl- VIEW I-1 .05.100 07.1011 iwl.atlml 000 -rrel101 cell Ya.11 0..111.- 4 "r..'.0 r10 . S -OW Coma. --.o or raw. areal. StettON N -H 15rp.lnp SO.tr,Il It ■I WELT 2 Or T MOW ilonottonrnonfortntompornionv !1.5111 PEDESTRIAN HANDRAIL DETAILS PRD-I3 Vier rase pal Pt 1,5055.••••.4.5,15455155 ge no„ .1e....... T N Name City Of Peetland, Texas SHADOW CARER TRAIL PHASE II ALONG CLEAR CREEK RELIEF DITCH PROPOSED HANDRAIL DETAILS SHEET T Or T Milef N.. a/le/2022 M o, S5 0.e 4 1W 19 or 17 SheirtsVicnd Nall 00.211 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 5 1' tL 3s rj :e EII �F$ ' Y1. 040, 404400. Plea .roe. 0.0.. 0.145- 1 wleenaeel - %• Ind CO, Pion IaITr•N1 Tad reee 1.4 Slmw Wober I yr• 01a oe Pipe ..4. 0.0..0.1:0' wlI ml0b.eel-- __«4100• d ml 00140•0. 1 a pa I4 1n. Al TIP[ R IIMORAIL 110 CARS is b nenee � ITwI r -r Y.• bllea L Sol Ice L I if, 0 . S4olderd Floe .100. 0.R.. 0.145' 11 etc ee.wl y Ix. ++' tol 010 tin yfee Pin In ore -frill. 001 0 an 0 .c000.! of 1400 gem - AT 40110E .IOIRTS HANDRAIL FABRICATION DETAILS b1. EMOWI se Y'f .K' - Pre,13....2j$1 0. '9. V {l2' 00.• 0 `%•1 000. X• 4Ec1I0R J.J ierenof aelea not row err clot le.. W1 I Re• Row .lam rndeax lot Side L .00.10 rye• Olo Lamm 1niarWe00, .I0 'e'7' well push -•n1 %' 0 Y�' a [dew wooer 0001. S' Ida.ae.011 o1VRro 3' 2• Solt' .� .0' 4 .00 1_- Poet Sad ireol - � . r RN/ IRICRISCrl011 PLAN SNORING RAIL Pwf (a Pr Olwtla 1122' 2' 0• P LE ' " b OW' 12pd.2n1 .,n %•, Iy• •• •SI.••><0 Y.' bit IAA Is, 4117101 OT •eAA .WIT TYPICAL ROLL WONT DETAILS w of CPI TOO Of elp Ku Clot:AA o, r•In1PClyd- T , ✓ at I•LI:NL IUV Al RAMP CONDITIONS SIR7A1•LlrR RAA! Cant neat 1 - on. ll GENERAL NOTES O.a �WCO'0 M t 00••411100. 004•x.:01010. Soat.aa, .*10..001 wino [e2'. 1AS.10 LlnO bet 0.104. ewer. agneyaaCpe s.&I0 e..rise etagere wry 1001:1. Welt... lm 10. 111 0 02ee0- SW weer ripe wool to 01..00• .. Wag riot. bo.cotton. oWf . to 10 stle-a».°et 0100 Wreeni0ei twin. 5011Iel mg •SR 0104 Craw M e: or 400.1. .111a1in ail 012.1 emwwn•a •a4o «t. .o1n ena a reg. atfr.lw. 011 dl SW CP.v..P P .pOsoIma .ul a 1. ava .im. rya SP •SlpO 010*', 11,01 ea 01'nprCl Np1 0µn ol S0'°!`W Y.....:°:... . • �Rwe 5imp'4-4: RPap1..I�a .2- •$ mut OM WITH OMB SECTION AT RAIL POST F01PCATICNS 1 %' 014.. Ile. ' Wad Ogg- Solt 012..21011 P r• 1111 new., Pad 12..03. . greened !Awl rnwa Leg.wv00.0 a0Weer ee. 2'l. ar 0 tile. 141 w. a., .111 0. .rn10r.0 for woe Rrgeee ION - • 0 1'A. CI.. S.0a.a Plea 41.000. 00., O. I'M. re, r01e.0w1. 040,1.1 fa rd•I0seo:.. 02 0110. 4plde de new., 1n Yt• Ole. 01ea ftee.Tro n .f pa1l:1drainage ana . Ina. CO f' A" Olt 0.0,00 ,0 0100 47,.54- 4 0.. 0.005• .011 tnlennr040. P.yo Oil *0010, 500 '000. Inn. 00,01 10' PIp 00 e0. 0.1001.4 peer t0 tit .00 ,10..r0• or roe to1., 0700.00 00400 W remold Ir 0010., 0100 *'.I0p00 rya .000100. 1rr Genera ..tae' 0r •0120 w.. innervation 0 • • 11.11 0442. of ._- I . flowed 5 fro. outside wile of 01010.. *rain 01 ilowSl00.011.. 0 ntelOt I 'A' 0.. port IO RPa 01.•, Fly peak* 0000 0f 0.10 el. 100410 01 1ag03iol.0, 1 L OARS S 031 %•pop rd. Groin g10 I,A 11000 %- t a 0 Y.• Red 41.10000 elf. rr,.: 10..10- 0.0.,0.000' 011 enlcxea.2' an 1 %. 1 yr- AP I•Sr1.-4w. �w 9 11'plp I,y•I SECTIOS 0-R Poe0 Ye' 00*. P.0.. IASrM•NI TYPICAL POST BASE PLATE DETAIL POST MOUNT TAILS tutras10R flu. P-•�P1� MOOR MOLT 0►71101S Wood 5P Am' Iwo 01040 only: Vend Line Penlm Slde 1.111oV oll .n P LL%•.IIre I. Wrime pima r•W tr0 Ootntea er«r Flt to. olrewnre fOr p0inl:np ..a etnl I1. It. efe, •c,.a.l,q ..d ...Intl, 1201•. 5100 er.a.. i'10 CI.ealrmldot lo.0 toe C WI, oef 4101. eal,.a after 'natal lmim M o ee.w ..11.12. 0r [001 r,r. •,4rV)�000▪ 0wC10 t0. .d 104,01 0 Poet 000 0101• .III 00 %.a,CI.. rorJ, Wit. N"one spopepont ITI^ .wr�0ew w`0470gnt Pet Per .OliWe Flt• •Ia 3� Loma .noes. Pegg Im0 0000.1. -Mn a tree III 01.000 a ,Soo one.,. .1 t, tig* a.°i1oct.....•. ,title . s ob O oC*.s:;al.er eertr 000 ,,2222 Cre PIII rote 10010400.7. PI IIIii.ar OM.I.1WI. r .4.0 0m.nx.P' a wt to. ,M oeet r.0 010.0 a Jv OOI n .y1 0.o Coa..Ion r Rpp/SIOe.olx SW [Wr-Im/Iota fmJw ROIr pprl Ol.al. 00..001 •in•p n RI0 •1111 •MI trove IP M r�rewe0 rade etr� 0ia4i wlpep ... 00 00.11 . trot ^,.1• wit 00 el'Ia° OrQ0700p0WO 414.1}' w'•• [...Deus 0001 of oat. -In -0100 eoIIe .all Amorce adjacent to t111 free III all rgo m:wco, lw ele.nre. 4"P ....face + 0 5110.14 ern. trwiree 4o foe C,ql .r *0,00 a.ory'1w fa1w. fy 2',w tn.... 500 ft. sn°ae' wPP 00 •0a,1.me W'00on rca I II 00F conf.d 0 10. 0*0.0. for ail 1000010., ereCtien 00.104. 0111 De...Mee to me 170100.1 1P oe0regl n row. Paver :2.4.1104102. 1wc p.wl„p0 y0. overettf .p...d' et ... .1 r0 eee0lpwt rgn la..'� .7 nee1,0 00/00100 .n.fe .da' na.4YOS.'One On 00 177001 ri.n e:� 131 ••• •=00010. er pro rage .11, w pole rot In WwaP0• .Zeil 'SeOwo,.e'. 0:in 1:'ao Iiry' of 400 itn n001fIw.In ,011 P Is 010 II. II. .0.01.0 0.0....11 foe 1004.00 r dowier0 n woro.i.mo •. % Or 0• MIIO. SNLET S OF T swot ' ,3100 OolMwe.d.P AO.WPNNwf Aware PEDESTRIAN HANDRAIL DETAILS i2' ^ 10.90 PRD-13 1.m I 22 22., - t 2222. 0..a Don GaugeMOO 0..p.Ng. f: n'KR.01 P-Np12 City Of Pearland Texas SHADOW CREEl. TRAIL PHASE II. ALONG CLEAR CREEK RELIEF DITCH PROPOSED HANDRAIL DETAILS 51100010. Ir.. E/lB/2022 we R SS Ow ere 400 2 ma 20 W 57 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 SUMMARY OF BRIDGE QUANTITIES SHADOW CREEK TRAIL (CCRC) 11184 0360 0416 0420 0412 4196 55 DISC. COOS 6047 6003 6013 6006 6010 OESCRIPTCON CONC PYMT 16011 RLI11F•CRCP1 16'1 DRILLED SHAFT 430 INS CL C CONC 148811 RIPRAP ICCNCI ICL B1 IRR81 PEDESTRIAN 1RU55 BRIDGE SPAN SY LF CY Cr EA TRUSS BRIDGE - 170.33' SPAN 169 I ABUTMENT 1 ILOC 11 60 T.7 13.7 ABUTMENT 2 ILOC 11 60 7.7 15.6 TOTAL 169 120 15.4 29.3 I SUMMARY Or RETAINING WALL QUANTITIES SHADOW CREEK TRAIL (CCRC) 11EM 0403 0423 MSG. CODE 6001 6006 DMA IP1[ON TEMPORART SPCL SNOWING RETAININC MALL 4C4S1•IH•PLACLI SF SF RETAINING BALL 11111 11 OF 4: 670 1027 RETAINING BALL RR1 12 or 4! 649 1075 RETAINING WALL 11111 43 OF 4I 480 667 RETAINING WALL RR1 14 OF 41 396 341 TOTAL 2195 3 B0 OvALES 2320 N44[S i1O.S)L A 0. 0000tH 10O510H. 1(013 7031 CeNSLUING 41C (713) 000-000S LYJIOpi 1!C ,04W 1(051961104 HO. 7-0110 G uge �R 1/ City Of PeBTIRn4 Tema SHADOW CREEK TRAIL PHASE D ALONG CLEAR CREEK RPH.IEF DITCH UNWARY OF BRIDGE AND RETAINING WALL QUANTITIES F O01 21 Y FIG 1-444,44 4ra4 4r. JN SNTL1 21 07 • DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Y • T T- --[ . 1 n OF �x� EN 9Rt CEE #RCN: FACE yr`.:1 - .t.', •1 ' I RECKSED .. STA 2.70.0.3!'.. 0 10' 20' 1 10' siDERAL% BEOtN EIRIeOE I FRONT PACE OF I I 2 $ I elf 4 -� - {'f -' Ea$y - CL•63.33 L 1 • Ism: 1. am I SIA 3.00 I . EC•67. 13 • 1.430 yL 04 • Lyy ..1 .A I SAFETY RAIL [ "'� _ M1 L. E%P x11 x ` ,� LL Jam., .IOI N! - _ PAS• •to{{{ 7.777,'_L � -ir 1. .__l.{. �.. ! f BRIDGEDir ORB 2.�dL PCL ._._ _ _._t _( _._ .. - - - -� 1T•- -'- _-- ' OS I PROPOSED„ 0 SECERR6N I • E%P JOINT I T I' F 10 0" .- 57 • � SAF_TT RAIL-. 65 ! ; - B -S a *.} —1 III• I I• I 1 I I , + I 'll i 1 _ 4 I:4 5" RRe- eFa P PREF+IRICAIE• REiTMERIM4 STEEL PEOESTRI+x *RIDGE n 5' 0' S O *MIDGE f L PGL O. NAO. IDS BRIDGE 00101IONS • r nL I. , NI x 4e51 L yes, 'P• vFRT]C+L LO+O EA. SASE PLATE Lif ' i FO0.002 1x1 • 6' PIN EbIC DEC[ OM LIMO () 50.150 P, LCR ITIIRIR LORP EACN 1' - LONGITWIWL xOSO EOCR fMSE PLATE 14 - MOONY i lot LOLO 36,250 p1 INCLUDES NE100T OF COVCRETE OECA 4 VENICLE LOAD 5,006 i TYP I CAL TRANSVERSE SECT ION NINO;PIACI 20 PSF R.1 5. RIM JO,. T5 51.570 PLAN TNEIMAL 0 _ 1,525 HS LOADING j 1 _ a 'R I. TO. - - - -- MOIN OF FOLDS( P 'CR N OVERALL LENDDG CF BRIE • 33' '70. PREFASA TRUSS ENO OF BRIDGE RAIL FOR RAYNER.' -- RAIL PAYMENT x ICATEO STEEL IT F• ENO RRLp6E ' BEG LR BRIDGE . FRONT FACE OF r +,.R.,+o- y0" _e• Gs 80 FRONT FACE OF - TOP CF COKE DECK '-0F ABUT 2 COOL 80 H ABUT• BRNL SiA 1.00 E_•63. 3! I FL PG1. SAFETY RAIL RUB RAIL mil. T, -P: 5TA 2•ID.3! EL •63.18 `t°` ",•.„ , .• Av0Y • °•sp„,, ��'D SIDERA R 00/,]/1] __ _ _— -- -- .- 6 OPALS 13]0 «QxR Np,y17T6E� F. e5ROEx CaNSuLlmS (117) K. TE+nS /1tr5,+ ()t71 A10-6005 $" FIRS ' FROMM. PC. KM nSMM+nON NO. F-K,1M SU 4, 5. e1 7R.Y RIP :I: RIPRRAP 6+, 1 1r �0 u �� TM,=TR . +0 1: Vii, 240' nil.. .• I ,. DR 5; % SG' _''' :L 10 YR. 7. 44.5 TOXSJ05•.' TISEL•5T.00 f LOR cow 5oP n1. EL-EG: 10 RSE_•Se. t+ DO VR. 115[_•51.92 " '4 2-10'_OIA I'~ OR Silx 30' 1x 44.5 TORS/OS iO a �.p ...7,1,1,...I. 1, ,� �lOy • EXIST CHANNEL I Li 50 YR. !0 City Of Peaxa rlRnd, TOMS zo .` 1: PSE _ •ST. 6, "' 1, i s I' 20 SHADOW CROOK TRAM PHASE H • _ ALONG CLEAR CREEK RELIEF DITCH , _ BRIDGE LAYOUT ATION t EL EVAT TON ;w...,,..,L0C• SwLET a.� 09J12/2022 l= ::: _ _ 10 �� _ _ .. — en tr NC ,u 1.00 2-00 SHOD Pal 6. AN �� of n DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 NOTES, Et. r .--37). OS ITTP1 BEi1NSEBBE1PLqq ppGGw1 ITYPI Sr ANCHOR BOLT SPACING DRILLED SHAFT SPACING FACCE OF BACAIALL 11' 7' 3- T' 6" 3. EL. O 3 I/O' 1A' 0- PA.1'.6 1/2' LEVATION PLAN BARS v AT 12' Nux SPA 3' FROM BINGHALL H PARALLEL TO TRAIL SURFACE .i BRfOGE CABR[CATcH CONCRETE CAP ELEVATIONS ABIFTI&NT O O ABUT 1, LOC 1 59.95' 59.913' 56.95' 56.95' 1'-0' ITYPI •5SPA.1'-B I/O" COH5T RT ITYPI O SEE FO STANDARD FOR 5/2' ALL FONOATIcH DETAILS A7O NOES H5 LOADING 1. BRIDGE ABUTMENT DESIGNED ACCORDING TO LRFD BRIDGE DESIGN SPECIFICATION ?TN EDITION AND GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES BT THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICALS 10+51110 20151 ALL CONCRETE STRENGTH T'c•7600 PSI. 3. REINFORCING SHALL BE GRADE 60. A. SEE FD STANDARD FOR FOUNDATION DETAILS AND NOTES. 5. SEE BRIDGE LAYOUT FOR DRILLED SHAFT LENGTHS. 6. SEE ABUILENI DETAILS FOR ADDITIONAL INF0R1ATICN. T. CONTRACTOR HOST VERIFY ALL ELEVATIONS AND OILENSION5 Of PREFABRICATED SPANS IPDN OEL INERT, 6.ALL PARTS ASSOCIATED 1179 THE ANCHORAGE OF THE PREFABRICATED BRIDGE TO THE PROPOSED ABUT1{NT ARE TO BE DESIGNED BY THE BRIDGE MANUFACTURER PRIOR 70 THE CONSTRUCTION OF THE ABITIENT. THE CONTRACTOR WST ALSO VERIFY THE LOCATION. 16ANE% AND SERE OF THE ANCHOR BOLTS WITH THE BRIDGE NAIUFACTLHFR PRIOR TO CONSTRUCTION. LEY pY� IM/12/72 DICAIECAAS. Me. (71]7 MO-AAW TWE FaI RGNMNS I IC. F.A1TA Gauge\= FAm FE i City Of Pcarland Tow SHAZTOW CPRRV TPAH P300.35D PIANO CLEAR (.'REEK RBLIEP DFTL71 ABUTMENT I PLAN AND ELEVATION aft .RAAR I. 09/12/2022 1-. N NC a+A IN .TAI 40 se• 23 or 77 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 NOTES, ANCHOR BOLT SPACING DRILLED SHAFT SPACING 7-30 D5 ITYPI ;A &IPNT ITYPI i MD I r5M,Dl l�5EE PLANT I'•0- ITYPI x FACE a � i BA xRAL. 12 5 •I EL. 0 T ?G:;DR 11' 6 EL. 7 7 14 -0' PLAN BARS V AT 12' MAN SPA 3- FROIA RINGRALL PARALLEL lO TRAIL SURFACE CONCRETE CAP ELEVATIONS ABUTMENT ABUT 2. LOC 1 56.95 59.95 56.95 56.50 l' -0 -[TAP. EL. CONST J� ITYPI EL. OO 3 1/2- 2 EO $' fi' fi EO SPA 2' fi- 2 EO ] 1/2' A.1' -B 1/2" SPA.1'-R I/2" ELEVATION ALL ALL `O STAN D Fqi DETAILS AND NO'E5 NS LOADING I. BRIDGE ABUTMENT DESIGNED ACCORDING TO LRFD BRIDGE DESIGN SPECIFICATION 7TH EDITION AND GUIDE SPECIFICATION FOR DESIGN OF PEDESTRIAN BRIDGES BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORIATIDN OFFICALS [AASHIO 20151 2.AL. CONCRETE STRENGTH ('0.3600 PSI. 2. REINFORCING SHALL BE GRADE BO. A. SEE FD STANDARD FOR FOUNDATION DETAILS AND NOTES. 5. SEE BRIDGE LAYOUT PER DRILLED SHAFT LENGTHS. 6. SEE ABUTMENT DETAILS FOR ADDITIONAL INFORMATION. 7. CONTRACTOR 14151 VERIFY ALL ELEVATIONS AND DIMENSIONS OF PREFABRICATED SPANS UPON DELIVERY. B.ALL PARIS ASSOCIATED WITH THE ANCNDRAGE Sc THE PREFABRICATED BRIDGE ID THE PROPOSED ABUTMENT ARE TO BE DESIGNED BY THE BRIDGE MANUFACTURER PRIOR TO THE CONSIRUCI:ON OF INE ABUTMENT. THE CONTRACTOR NUS" ALSO VERIFY THE LOCA'ICN, HVBE AND 512E OF THE ANCHOR BOLIS WI"N THE BRIDGE MANUFACTURER PRIOR 70 CONSTRUCTION. _ _ E A.M do 0. 00/13/21 ®cam 114X01xaUEA 6. BLUN 1lAS ITp�1 [NN4MLIAC (713) AIR -TAP! P RE0 WENT. NO r -.11F City Of PGrlBnd, Texas SHADOW CREEL TRAIL PEASE D ALONG CLEAR CREEK RELIEF DITCH ABUTMENT 2 PLAN AND ELEVATION snlET P.+ "06.7212022.= 24 ,.-., A.nk He _m.0 N1a. M JN OT 17 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 PROP SIDEWALK 'FLUSH WITH TOP OF BACKNALF: ATCIIOR BOLTS COAST JT 2-/TYPI COAST JT FORN DECK BY (BRIDGE MANUFACTURERI 6'I6INI CONCRETE DECK y REINDF • 12" .C. .6 REBAR • 6• O.C. (CENTERED OVER FLU'ES. TYPICAL SLAB REINFORCEMENT DETAIL BARS S BARS Y BARS U [SEE PLAN FOR LOCATION] 1'.O- T PA PARALLEL TO TRAIL SURFACE WINGNALL ELEVATION SECTION B -g 2' CLR(TYPI BARS A 6U 02 SILICONE SEALANT PREFoRED BITUMINOUS FIBER IBIERIAL ABUTMENT BACKRALL TABLE OF ESTIMATED QUANTITIES * BAR NO. SIZE LENGTH 'EIGHT A 6 .11 13'.8' 581 H 5 •5 11'-B' TR L 17 •5 T'-5- 50 5 9 .A II•A' 68 T 4 .5 L3'.8' 57 U 4 .6 T'-6' 45 V T .5 9'-1' 66 .NI 12 •6 S'•6' 99 W12 12 .6 r'•6' 115 W I2 .A 1'•T' 13 we 36 .5 5' 11 W. 224 REINFORCING STEEL LB 1411 CLASS 'C' CNC WWI CT IS.A I I • FOR CONTRACTOR'S INFORNAION CORY Ol1ANTITIE5 511061( ARE FOR ONE AIRMAN; ONLT •• REINFORCING STEEL QUANTITIES ARE FOR CONTRACTOR'S INFGRNAT ION GALT. PREFABRICATED BRIDGE .CORNER DETAILS EXPANSION JOINT DETAIL 0 BACKER ROD SHALL BC I/R LARGER THAN JOINT 610TH AHD Iy5T BE COLIPATIBLE KITH JOINT SEALANT. USE OF NJLTIPLE PILCAS TO CREATE A BACKER ROC CROSS SECTION IS NOT PERMITTED. TOP DF BACKER ROD MIST BE CONVEX AS M.O.M. 612 CLASS 7 51LICOIE SEALANT THAT CONFORMS TO OMS'6210. INSTALL WEN AIBIEN- TEBERATIRE IS BETREEN 55.F ANO 85°F AND R:51N6. ENGINEER -0 DETERMINE ALLOWABLE HOURS FOR SEALAN' APPLITATION. O SEE BRIDGE LAYOUT TOR ['MANSION JOIN- •OCAT[ONS. O SEE BRIDGE MAMIFACTURERS DESIGN DATA SHEETS FOR JOINT WIDTH. 145 LOADING TRT•. rrr•1F T+• G ww.e•w F.wrl�ir-xooir City Of Peortand, Texas %ENDOW CREEK TRAIL PHASE II • ALONG CLEAR CREEK RELIEF .:ITCH ABUTMENT DETAILS AO WW ..H 09/12/2022,rT H,m F.. I, NC Ia rut au h JN DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 RETAINING *ALL STA '3.01.74 EL•61.02 BEGIN S 4 52 9h 5n PLAN — erasion area C PROPOSED CONE RAMP BOTTDN r T _ RElPQI{D SIDEWALK PROPOSED RETAINING NALL ROT 15.00 TOP OF COMIC RAW O625Q!!!!!5 MP 5. PROP RETAINING RALL - PROP GONG SIDEWAL. tSEE SIDEWALK LATODTEI 3 NOTE TI NEPEGR#TO4G.. 0031505, PREP&R(D RI SERRACON CONSAR1AN15. INC. I'S50 CLAY ROAD. 44.442 110 .0.*'ON. TEXAS 17041 DATED BIRCR 41. 2021 rill 50AL I N/ORRAi o 1. 0. CONTRACTOR SHALL LOCATE AID IDENT:r7 AL. u1-LI'ItS PRIOR 10 BEGINNING C0RSIRUCTIOR. SECTION "A" N. 5.5. µ51 PA AURA RETAINING WALL L FTG. SEE RETAINING RAIL OEIA145 FOR REINP L OIMENSIDLS NATURAL GRADE NAL1 I OF 4 City Of Pesrland. Texas 2W SHADOW CREEKTRAILPHASED- H W ALONG CLEAR CREEK RELIEF DITCH QE^ 40 RETAINING WALL ir EOIST M LAYOUT AND ELEVATION DITCH ICE Pte.'.~ 00/12/2022' r .:-.1., ^ L w hi:. _ 46 L.+ N. NC i: 26 '4.04 " - - 0'B4 0+N F. JH W 37 6 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 2 RETAINING ROLL $7A 15.41.60 EL•5'.37 4..431 r-1-4 PEOE51011N BRIDGE RETAINING WALL 1411 15.56."90 El.. l.32 PROPOSED RETAINING WALL NWI r sE 6 ' ul . §I 1'F 'R ) E0101 EDGE OF it Si Ir RORY PAVEMENT PEDESTRIAN BRIDGE ETAINE IA 1T-4: L •53..$0- „R^ E: • 0 0 ID m 3 oa K 29 I5 ' y �L_„ T-0�A : �EXIST EDGE OF ,> _ IAOC P4VENENf L - „I. M IABOV E] ' A'• • • CLEAA gELIEFC{HAµNEL o I I , 1.5i.O0 h - _ % - -F'-u15* GRAN PLAN PROPOSE '. CCNC R 1001 • 0' 10' 20' RETAINING WALL 514 17.17.50 66.53.60 O MQ ~W —O rc I,r SECTION "A ' N, I. 5, NOTES: 1, SEE GE0IECPNICAL ENGINEERING REPORT NO. 92215003 PREPARED BY 1E0R160N CONSULTANTS. INC. 11555 CLAY ROAD, SUITE 100 NOISTON, TEXAS 71047 DATED NANO. 19, 2021 TOR SOIL 1NFpWTICN. 2. CONTRACTOR SPILL LOCATE ARID I0ENT ITT ALL UTILITIES PRIOR 70 1EG110N1NG CONSTRUCTION. CAST LA PLACE RETAINING NALL 5 FTC. SEE RETAINING WALL DETAILS FOR ante a DIMENSIONS EXIST SLOPE PAVING TO REMAIN 510001 6 REAM EXIST SLOPE PAVING DOT OF RAL 6? 60 SR 56 S4 52 50 A6 46 44 store Rrot; BRIDGE STA 15.47460 EL -54.37 ' • 6015T PRIDGE—\\. 571 '5.53.89 EL .54.32 510.15.7'3:99' EL -53.60 0.005 dr TOP DF PROPOSED f RETAINING WALL RWI 62 �� PCOESTR I4N BRIDLE 11 1T.IT EL •53.60 i STA I7-IT.SD EM .53.06 NC AT 1OP OF NALL-N...), - SEE SHEET 30 FOR OP. . OLO[0-ONT,OTL ITYPI • 0.000 -10P-OF :00NC RAMP 507100 Of WALL FIELD VCRIFT Cf EXIST CIP TPP1 — ELEVATION PROP05E0 SIEPPED FTC EXIST OITCN TOE EXIST DITCH CENTER LINE Sa 60 OX 56 54 52 SO 45 46 44 00/17/22 2720 PONS IID.STE. a WW[11 N:OIISION. 121115 X112 1 (1121 110-1103 WC 'WA REOST1AIXN NO. T-.172 INn :L Rfl •MU.) G uge .; 2 O 4 City OFPearlaed. Texas SHADOW CREEK TRAIL PHASE D• ALONG CLEAR CREEK RELIEF DITCH RETAINING WALL LAYOUT AND ELEVATION oatipn An..- 09/12/2022 0.. 0. NC 16.00 7:00 1 I, JN 511(11 27 :r 77 oe•;vn CI Ielgni•r IF lLCL• DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 2 a � PLAN 0' ID7 20 I'.20 0 tiQ ODD •-0 aNr F WLLJ zLLJ JN SW UU I -N a -CP OF PROP RETAINING WALL 8 PROP CONC SIOE*ALK FL1 ;SEE SIDEWALK LATOUTS IA SLOP z SECTION "A" H.T.S. • • 0 ' RETAINING WAL_ MQ TOP OF PROPOSED — . STA 17.311. T9 + EL 33.0E RETAINING WALL RIG f`LL . _0 �H, ,.-.. _J 5.1417.71. jiiR EL:49.22 i•-r.,11. 2 - I a LT TOP OF ROT TON Of WALL I PROP0SE0 1 S.EPPEO FTG -- EX IST OLTCH CENTER LINE Sr1 •-•sc EI .ER -22 ELEVATION 15.00 [CNC RAID EXIST DITCH TOE I 0 i i I 1 OD I I _0 I .. ............_ .............—.__....I _.._..___ k..._._ _ .._, _..........1.............,..._....... __ Ian I. 1— i I./)F 41 41 Jam" SU UJ HN 2 I. SEE GEOTECIN.CAL ENGINEER+NG REPOT' HO. 02015003 PREPARES 117 TERRMCON CONSUL'IN'S. ;NC. 11355 IL AT ROAD, TiSLrI'Al Ip0OTON. TEAS 17043 RATED MACK 19, 2027 FM SOLI INFO1RlA1 ION. 2. COIITRACTCR SHALA LOCATE AND IOCTIFIFT ALL Iffk 17Fri PA'OR 'O 1001191NC CONSTRICTION. CAS' IN PLACE RETAINING WAL= 4 FTC. SEE RETAINING WALT OE`AILS FOR REINF L 011411510115 NATURAL GRADE ROE Of *ALL OR/11/27 CHRIS 2320 WANES AD ITC A O. OOWCH KAMM.. 11511 3151 Obd15T'10 (712) 0!0 NOS TIPC NNW EC. NoT7403011 N0. r-4114 . G�ug� IruNE MOO I 1114710011 M. AP yP =N . T1 3 Of R City Of Pc9Elem1, Texas SHADOW CREEK TRAIL PHASE H ALONG CLEAR CREEK RELIEF DITCH RETAINING WALL LAYOUT AND ELEVATION SHEET N "40Z/11/2022...' ']p E. k._w. 4n C !r0 s1W F. JH GC IT DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 !tam. I. SEE GEQTECNNTCAL ENCINEERINO REPORT NO. 92215003 PREPARED IT 1ERITAGCN 0WS1.TANIS. INC. 11559 CLAF RDAD, SUITE 100 NWSTO, TEXAS 71047 DATED 1MRCN 19. 7071 FOR SOIL INFCRNA110N. O N CO 0' 10' 20' 1-•20' (�� PROPOSED ^_ M (1 p)_RETAIN]NC BALL RRt �- --' - END RETAINING BALL STA 19.57.16 EL.60.0I PROPOSED CONC RILP T9•00 19.90 20.00 PLAN 2. CONTRACTOR SMALL LOCATE AND 'DENTINE ILL UTILITIES P41(70 TD 6ECINNTNC CO15TRXT[O.. TOP OF PROP RETAINING wAL PROP CONC STDENALA ISEE SIOERALA 6175.1T52 SLOPE F. CASE IN PLACE RETAINING WALL 6 FIG. SEE RETAINING BALL DETAILS FOR REINF I DIMENSIONS NATLRAL GRADE 60T OF NALL SECTION "A" N, T.5. 64 62 60 56 O6 5A 52 SD ID STA 19.00.E EL.56.95 "OP OF PROPOSED RETAINING NALL:RRI BOTTOM WALL rEx1p DITCH TOE .. STA 19.53.57 EL' 5 . 41 ENO RETAINING WALL 5,0=47317.111- EL.60.01 PROPOSED STEPPER FIG' ELEVAT[ON STA 19.63.57 rE.Lia EL•55: 79 66 62 60 56 56 SA 5t 50 415 Dert 09/12/22 ®0. GOOOR IgbtI 124!P)7051A CW.00a3..c (115) 610-e909 TIAPC +9a. II(017 AC.. 14 FA11* Gauge;A ' �6SNIDMI 4 OF 4 city OC Pearland. Texas SHADOW CREEK. TRAIL PHASE D ALONG CLEAR CRFt7C RICLIEF DITCH RETAINING WALL LAYOUT AND ELEVATION F.N. 09/1212022 6 4. NC •9.00 00.00 c•E[" 29 OF 77 I. 8 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 3/4' CHAMFER (TYPI "Ft" VARIES EE ELEVATION 4" DIA WEEP HOLES 0 10" O.C. MAX -SLOPE TO DRAIN 0 A' ' A (=5) 0 12" O.C. MAX -,- B (=5) 0 12" O.C. MAX 0 (45) 0 12" O.C. MAX PROP CONC SLOPE 2'-0" SAW CUT & REMOVE EXIST SLOPE PAVING O A' NATURAL GRADE o a (EXIST SLOPE m PAVING O A') DRILL INTO EXIST CONC 4" MIN & SET 44 OWLS 0 24'' O.C. & ENDS IN EPDXY 0 A' 2'-0' RAMP 0 M 0 z 0 Zr 4' DIA WEEP HOLES 0 i0' O.C. MAX SLOPE TO DRAIN WITH 1' SO HARDWARE CLOTH CENTERED BEHIND OPENING (TYP) H 8' (R6) 0 10" O.C. MAX T (=51 0 12" O.C. MAX (TYP) ( 5) 0 12' O.C. MAX (TY 5' -0" (MINI SECTION A -A SECTION A' -A' (NOTED) (115) 0 )2' O.C. MAX I -R6 x 3'-0' ADD'L REINF IDIAGI z,F. (4 PLACES) COST OMP I -a6 X 5'-6' ADD'L REINF E.F. 12 PLACES) 1-R6 X 5'-6ADD'L REINF E.F. 12 PLACES) x L2' -6" BARS A LAP CONT FOOTING REINF AS SHOWN (TYP) A 7 t t oil N:NC. RET. WALL CMP BLOCK -OUT DTL NTS TYP1f'AI STFPPFG FOOTING DETAIL KEY WAY DETAIL NOTE: BEND OR CUT WALL REINFORCING TO CLEAR CMP BLOCK -OUT. 9ARs. a I I -0,. BARS L nra .r 0 ox � 4 2 N 00,12/11 �e 0000D.KILISS0 Nis% 770ma ' coCw�nw vl»ew•ewe N $tone. w r-u� =71;;;"...- . uge rzurcrx ;r e.wweaw NM. Cla City Of Pearland, Texas SHADOW CRDOCTRAILPHASE H - ALGHG CLEAR CREEK RELIEF DITCH RETAINING WALL DETAILS 30 n ic¢ DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 bj 12:11 INTERMEDIATE TOEWALL WOE or Rail 940 fig) 2r Layout 205 m., b. 444 or beep. orb f. --4 Rd4 A4 2110 �O .474.0 a' SEC A -A Reed Re SEC B -B SEC B -B (Na train) 1,14416. ebbn 11.0111 wan MIR 2 § r tr a5bo PLAN ELEVATION a' 4• I Sr Loyae* 4.epre of *ebb* O been d meter. 2 ISnblea Mel) Rap bedew b S. Mod 410 ACP. (54444 b 449) RIPRAP DETAIL AT COLUMNS (A$ MM41M by M Enpw01 Fen, 0.00 bo. M .dp. Nap rY.rne.r 5.4bI Loon 0100E 0150 o 44141 rr pieced merabrM Yana periphery of __.swig r1d.r rime alp or es abode by M Spieler SHOWING KEYWAY OPTION •. Worm 44. *Mann •IP1e.0 ■ark 9.rran 5050500500505505-4.4050.05 100.5. 4' orb, :1: Limb 110 rnRplreeen NMwb end 0.505-wr alwn MM.. In pros ora. 450.0 by 4. En40 Lmion M ane43.r NM mei eeblee Webers repe..d ey w rra0n. D. nor boi 405 ddr del. M .4wbbn Jeraa beb r.pa le Mb and 0005 pesnrA G. SM Mai 44.44 b Ono 14bw0Mtre of pad hem 9411 d.an5n meek dam k5 p55• Moen .5400.9 GM whenaee4n0ed Meb.rwe b dwpwb or admen nM 4•0114114.. la) 0105• awry NM of 2• tw wes 11ohe 011.4 Meese by 1 CF 9.501 N prom Me 5.40100 warren 4555 W M Ioabab odes 004.4 by Ma Minor by ARM., I. UMI MM 801.1drab be1Mp0505$ she. 0b.wbon In Mr. or 4440 by M &Orr ids 140 .pl5Men 5.y M •404 or 5040.011apaaw.d by n. Erylwr 114•4•41•41.11141.1.-. Mower M o 411 000040.0440bo5Mtr0M Ram !1 14 61.141.1 by 1.11144 sm0blen 4.4 r 44.40 by M Enperrr Should b. r rn tr lymbhib 550 brdp4 110 Pd tr ebb 04 b.e5, In /kb 5105 Widow. 10 SSbre Yin an. rewind ben when eyehole 0..r .44040 o05n b ..ka.d. '..1 .1) Frame wag cow 14 pro b.f*.n M 1.0 d no and 5-44019004 byN En -row •ImAry. 4 O 12 Fleeing (Awn 0 Cep Open Al ben Mod 11 .40410 sodden le bp i M01 a 0051 en pone or afteiri by 5 En04w. 5� J Pr -N. 40 4440401.4 0 I If Sp.. r. 1441. 5-04 YW. RMnwalwe(W5R)r 00FC1.WI2Aa 0002. CanhwMo4N YAM of mNreM a 0444. 0 .ra.d ben M1444.• M. M WWR .n4 M r0a 54105ry 640. a Renoir 5krbl b paa6.d. pb.r 500- been N Y Did weep nor 01- be WOW by pWae ed lwdw. Rel . , d I-. la On. Gar. Serf P00 ry it anKrucaae RIM P0.54YWyR a. eread7.e.M Mt MM. 1'.1.5 *5501.44M.aa 0r.p n NO 00. of 1.414150(012. ' ag0Mdo *amino amrw mood NO lrrq b cep or mewed end Sad *MOM PSp re. NM MM (050 May One, N were Oral errovern f bo9- 44 war ex 10 Gp. prrann Some be bolo prop CMAtr7 oebp5reed feed Maw Ole. %- 50 ewer00 ewe r new M IY bA CAP OPTION C SECTIONS THRU RIPRAP AT CAP r1 4414 W WR 0,55t. we, 1'-0' FOR C0NfRACTGRS OfPRMATION ON.5 S ORRO •9.918 CYSSF P of PPS -5.012 CY/SF by Reed 0 1400• 0.401 LOe1SF 00602000. SAW IseOF REINFORCEMENT DETAILS SECT THRU RIPRAP AT WINGWALL 0 Car* 1 005020 nwd rw See 000 Nor brsKlenM segues Ober rein ercw100. WON GENERAL NOTES pram 0.50 0 0500.0. (h • x.000 pre er..e. Pelee a.bhere n gee. .40500000 Swrrb0ey owl pyW0. Peewee .ee.dwee herepMnw4 m1 nw.Py AST• A1061. 44. On0wk0 4.4. Pe0510. ninlyedng M.. defamedWWR brae KIWI* ebinbinal1 ✓ Oceh typo tr rp4 rWeordlp. peon speeded MMMwr. n M 04 144 MOM Ma my M end 11 400500 by M Erdrbr Preemie Webb* Owe Mel en the TOM tr CeeSser Meng F0.05 Lw 410L(No rawl544449 00549.0500. MOM earr41Nb0n10m at manl pito a0enbp or 00 Wen ✓ 4. 0000 0 reeves of approsirreary 201.0 brie 5-00 04404 W 11,0 E0w1 0IP 00400.4001. ees ark Wn. rank 05.4 0000. 114140. a °Mr.o0Yy n0r10 an br100Yb the bid e.5 •Rprp' See Lgad As brae r prep RRS k b b.var enema." ee40ye 140 k b Meier a0reneen4rwn. rtsmaa G9p4rtrrdrlt0. Transportation 05.000 CONCRETE RIPRAP AND SHOULDER DRAINS EMBANKMENTS AT BRIDGE ENDS (TYPES RR8 & RR9) CRR - -0r • - -kr - lcCI - foxy Ibi In In. mm— 500. •MOOt. DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 C2� I bee Oiled SNP Snaps ABUTMENTS WINGWALLS AND MULTI -DRILLED SHAFT FOOTINGS TABLE OF PILE EMBEDMENT Pie Type Gnbeelmen D.Pa PT 1r liq Cum.le IV SpGawk*Sip IPI. SNP IA, HPIe Sind 20. On Comets Re So Crime Ile' HPIe SUN S. Pima Como*. Pay (CPI ebeldafd 11, eaderm PAW on m ats pee ameamrrnd. PL IL• 00.4I IS' PL. fd dorm Pp) I r Fkr,ad 'mound See COW &left Senior. INTERIOR BENTS DRILLED SHAFT DIA EQUAL TO COLUMN DIA ORIENTATION OF STEEL H -PILING F, Fun meld PPP lryRL Prep rdNd weld, SECTION AA Mop or field ela STEEL H -PILE TIP REINFORCEMENT See hem Pa 'SNP Pear le darn.* MM ep nndemenm. lees Sid end Uro lema.w PIMP Own. 8 INTER OR BEFITS DRILLED SHAFT DIA GREATER THAN COLUMN DIA Corm, (SW nee I nee be ewr. Oswalt idle .d numb., ..n... coke, wq. Dwell w le b. wined In nod prle Ind w Pled rule. NOW Pet C.drrlwfPN See Dead Shot Sadder DRILLED SHAFT DETAILS It YS I .5 SS al Cap and Rime Cep end Ping VERT CAL PILE BATTERED PILE PILING DETAILS IOrdeeUa Neel* CSS 1 1, 1 PennINNe cenntruellen low• S..OBed Pall SeetIent OPTIONAL INTERIOR BENT DRILLED SHAFT DETAIL Namur 512 benwod pee Pimp ON" 3D• D.S. 3B" D.S. 1B' D.S. Humble tomeld PIMP vflemean.. Ono **PPP ple And, AN would be PAPP, beck oe .k A poop my a DETAIL "'A" gthP4PIII PP Mersa 3p ebwd rMaimd) SECTION THRU FLANGE OR WEB STEEL H -PILE SPLICE DETAIL Use when WON. d8' D.S. DRILLED SHAFT SECTIONS 1. be .Ira el Ie *Oh lane elm a lee el bans I. w Winn* .�.� IMl.reneen NU wypnrw rrnIeL w Ore. 1'-11• PT Ian, 7� were -7a• :5) Owl Hpwll, equal riper. R Ben. 7-11• were -e'er Ill ben .4 -FP were -1.-1e• A here .7a - w Br.. 7r SJ pled refs eey emend In m. Ramon of teed ape lee H' MOM of e R PP Nee I. Poem en e. Bridge L.I.rrl. ■ epp..d. Toe span en defy be need rum the aka rue awew eae& a*.dkrle /en.U, OWN OPPPr el e. lembbp mind Noe B. rand one pride U conniudion. Ne eq ebrma le marl �� .a be wade d efb Galen a riled. {a: V-0. Ke. .pe. Porn rimer an peer {r' p. Morin on plea. SHEET 1 OF 1 /AI�e Ar Delparallerra Trrlyorauan SOmmoMFM COMMON FOUNDATION DETAILS 32537 FD IN•wholIF. Tlr a MP :on MINT "a Mm' ChM ream. Hey Sr m VA IMAM HW BMzoes DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 LEGEND - SECTION OF FFF �JL DURINGEARTH PROP ONIOGE - DURING CONSTRUCTION OF RIPRA►. IN THE EVERT OF RAIN BETWEEN REMOVAL OF ,FFF AND INSTALLATION OF, RIPRAP, REINSTALL FFF. I I. END PROP FFF STA 5.00.55. 144.x' RT �7EGIN PRE, FFF , STA 4.35.52, B1.SS' LT SECTION OF FFF IRRIEW1ARTH PROP BRIDGE DARING CONSTRUCTION OFF RIPRAP. 1N THE EVENT OF RAIN REDEEM REMOVAL CF FFF AND INSTALLATION OF RIPIAP, REINSTALL FFF. - CLEAR CREEK RELIEF CNMIEL7 1.41 EXIST ROO 443 LF FFF lr'TP O O O N In Z I— X — EID NOTES' REINFORCED FILTER FABRIC FENCE INLET PROTECTION BARRIER TR 1005 SIOEWALR/BRIDCE PROPOSED B. TRAIL I.OONTRACTOI TO PLACE STABILIZED CONSTRUCTION ACCESS AS NEEDED. 2.CONTRACTOR TO PROVIDE A COPT OF THE SITE NOTICE TO THE CITY OF PEARLAID PRIOR TO COLRENCING CONSTRUCTION. ].CONTRACTOR SHALL SOD ALL DISTURBED AREAS. REFER TO PROPOSED TRAIL DETAIL. 4.TNE CONTRACTOR IS RESPONSIBLE TO lRELElEHT AND MAINTAIN ALL EROSION CONTROL 1EASURES SHORN ON THE DRAWINGS. S.ADOITIONAL EROSION CONTROL NEASUNE5 WT BE REQUIRED TO PREVENT SEDIIENT FROM LEAVING SITE AS CONSTRUCTION PROGRESSES. B.CORTRACTOR SHALL USE STREET SWEEPER ALONG FM 2234 AS NECESSARY TO KEEP SEOIAENT OFF EXISTING ROADWAY. I T.CONTRACTOR SHALL COORDINATE WITH TKDOT PRIOR TO CO16ENCIHG ANT 1CRR WITHIN FN 0234 ROW, 1.CONTPACTCR TO DETERMINE CONCRETE TRUCE WASHOUT LOCATION AND CONFIRM WITH ON CR ENGCHEER. O' 2S' SO' SCALE Per INONKIIIMB G uge City Of Pearlised Texas SHADOW CREEK TRAIL PHASE II. ALONG CLEAR CREDO RELIEF DITCH SWPPP LAYOUT BEGIN PROTECT TO STA LD OO SHEET or] a Mu wlN1 6/32022 t SS I„w Kr Cab Rt. SNm 33 Of 11 a I 2 S a DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 _Z 3 LIATCH1 TFIF STA i8a[h7 DITCH PROP SIB LF FFF PROP 10' TRAIL 5 f'I MST ROW -- CLEAR CREEK RELIEF CHANNEL DITCH TO BE DONE IN TR 110S LITTON E. EAD PROP FFF STA IS•54.4A. 24.25' LT LEGEND X - REINFORCED FILTER FABRIC FENCE IPB ROTESI INLET PROTECTION BARRIER TR I10S SIDEWALK/BRIDGE PROPOSED 4' TRAIL 1.CONTRACTOI TO PLACE STABILIZED CONSTRUCTION ACCESS AS NEEOEO. 2.CONTRACTOR TO PROVIDE A COPY OF THE SITE NOTICE TO THE CITY OF PEARLANO PRIOR TO OOMENCINC CONSTRUCTION, 3.CONTRACTOI SHALL SOD ALL DISTURBED AREAS. REFER TO PROPOSED TRAIL DETAIL. 4. THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT AND MAINTAIN ALL EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS. S.AOOITIONAL EROSION CONTROL MEASURES MAT E• D BE REQUIRED TO PREVENT SEDIMENT FROM ED LEAVING SITE AS CONSTRICTION PROGRESSES. A. COITRACT0R SHALL USE STREET SWEEPER ALONG FY 2234 A5 NECESSARY TO KEEP SEDIMENT OFF EXISTING ROADWAY. La T.CONTRACTOR SHALL COORDINATE WITH TXOOT PRIOR I,y TO COMMENCING ANY WORE WITHIN FM 2234 ROW. MC B. CONTRACTOR TO DETERMINE CONCRETE TINGE (i WASHOUT LOCATION AND CONFIRM WITH CM OR ENGINEER. 0' 25' S0' SCALE IN FEET PM Po. OK IAYP4h�3rY.�00 City Of Pearisod, Texas SHADOW CREEK TRAIL PHASE II • ALONG CLEAR CREEK RELIEF DITCH .. SWEEP LAYOUT STA ID.OOTO STA 16+00 SKEET OPi ▪ ft.f RIM 5 SGI • R/IB/2022 . +.- m.N SS O„YE, A..,Mw 34 GE 31 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 C 5 5 g g is PS I r5 1 • •` P K, 340 LF FFF EASEMENT ENO PROP FFF STA 20.47.30, 60.36' LT 2000 21.00 CREEK RELIEF CHANNEL s 7 A. .y LEGEND REINFORCED FILTER FABRIC FENCE INLET PROTECTION BARRIER TR 1905 SI0EIALK/BRIDGE PROPOSED B• TRAIL NOTE51-z� I.COITRACTOR TO PLACE STABILIZED CONSTRUCTION ACCESS AS NEE000, Y.CONFRACIOR TO PROVIDE A COPY OF THE SITE NOTICE TO THE CITY OF PEARLARD PRIER TO CO&ENCING OI/ISTRJCT[ON. 3. CONTRACTOR SHALL 500 ALL DISTURBED AREAS. REFER TO PROPOSED TRAIL DETAIL. 4. THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT AND WINTAIN ALL EROSION CONTROL mEASIRES SI[OIN ON THE ORAIING5, S.ADOITIONAL EROSION CONTROL MEASURES MAY BE REOU1RED TO PREVENT SEDIMENT FRW LEAVING SITE AS CONSTRUCTION PROGRESSES. B. CONTRACTOR SHALL USE STREET SWEEPER ALONG FN 2234 AS NECESSARY TO KEEP SEDIMENT OFF EXISTING ROADWAY. T.CONTRACTOR SHALL COORDINATE WIER TODOT PRIOR TO =AMERCING ANY WORK WITHIN FM 2234 ROW. 9. CONTRACTOR TO DETERMINE CONCRETE TRUCK ■►5ROUT LOCATION AND CONFIRM WISH PM OR ENGINEER. 0' zs' s0' 15O51 SCALE OPE G ,uge TSN ..NNT City Of PeadOd, TIDus SHADOW CREEK TRAIL PHASE II • ALONG CLEAR CREEL RELIEF DITCH SWPPP LAYOUT STA 11500 TO PROJNCT Dip SHEET) OF] 4.0 .1 Milli - 6/16/2022 ▪ C- 5S e.. k MG N, "Cr 35 tIcn-Norkinp..4.1•CAO\1 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Mama MM., 40- C•410 tO uOM PROFLE SPECIII W1YK•P•r•P Kam 2.14.7.1,1P •o f bop FLAN {eW ••••• MO pear. a mar OM. •03.0.6 •3. • OM s • OM. a oa �••wqq.00• •a a00 040 aPM • ▪ most•0mma Pa LP.. M• mamma OP.••P••alY *a M MOMS MIm M oQ 14••.• •MPCI •.O.O r. N ••O•tr •••••• MOWNba- • OW Mna fM•H, mom w w 44'•3 YNO .P MOM CM BTABL® GON6T JCIICN ACCEBB! EXIT • OP PPM. PaPRam OPIs MPS N •x•40 a Ana ww .1 P Po ¢ Pala. arms• COMCINO -. IP▪ - mac mad. ••P m•K 3.434 PP• 0034. 00 Mama • - ••r -a ..P1 6a••MY btm K A4 m. mIMM b Ymwl NP Pot a POD POP N•MOC ••CamPPP A OPMR PTM ..b R maim moo • Pao. Past 40•• •PP. a MP• P• MIMS P R •4 11G10P.- PPP PP M•K b••I4 MOW 1 PO MOP*a0•.P PP0 wA• M M0. MP. *CI ▪ MCC •pl•••Pall*•a .m••mai N IY2w�Y01 ••0•62 6m PM •O• Cr IIZICAC® FLIER FABRIC BARRE R ir algae 606M W O•CM w �� N.,''I'Wlyp�{/ r"Moms 4.4 NomaM . • OMNI& Win. • f q4 h4o• i• onR• alai mV MP NC ba- •O 10 • Mr piano • moo. RP Ow• b •a/••[ o maw, Me.N Malin, s IY o MwaO. 1W M•01 PM. • •PO a FLIER FABRIC F1B Wee 00 pria PINIO Pew co m0• PP• pre Mam4 nap IPIM w<< I. I BEC1 N A -A PLAN 4•R •M 4.0•30 RP•OM WaP R•.L • .•.•m 4•4•4•4• 1..••K a • MP - rob •0•Y MP MOTION A -A PM - 1 MIMS PP \•0•.4 mop P.P.•mmOPC 'ammo ma0 FLAN 40•• NET PROTECTION BORERS FOR 8TACB= I MEIB ,PM a- Ewa bM na •pOl S. 0••r ala 44•40 an* 401.043. O1l 03 P % M [IOPOL .vr • ••m0• » a Isle NOVM. • �1••PM.W 6w M 1 43,•40• MC3 um O =MP m ••P tram 0•w AREA GROW) 11B6A WHOLE • SADO LICy�y P• BOUPI ENT MIMIC' AREA IH E WALL TANK OR EOUVALENT •"wria_L .w wM 0. 4" se ;,ajlJwx; 3al•K .n WOW S • ate man Pp. •• a Pm00 a. a -a -C N 3. S awl. 401 0. mon •• d M m lm•Mclo MEI PROMOTION BAFFIERB FOR BTAOE I NLETB BECIVON A -A PLAN HEW `M 4 • MN ■•bo mere rrlMPIT •oeNNm 4•10636 •.00•.0 WRa AMP 060•{••0[.0 m••40a ff POP MCP. 444 MOO WO KM OA - 1 PPM. mar woo•or POMO •••• M MI•g K ti OPIMO PlIml p• or •h • w C • Ywoi Nya •y MISWM Mu 40444.3 ot 6�0 -43.3 "Oa la i aMMO w M •••400• PIOMP1013 • Lamm Ob Wan IC** Cr 64.04• n•6 p MK.IY0.1O CONOREIE TRUCK WASHOUT AREA smarm, an immakoppoacr• w o4 W s• two wawwwm M Pm.. Pal awn lecommieliciama mat m Pao maccamwp•M•..P l• -an •¢lb•Pwal City or Peorland. Texas slab*RO DETAILS STORM MATER POLLUTION PREVENTION PLAN ••O •j0/ 3w• MP PP co oak or 2 Prz•1 36 or 37 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 PROJECT DESCRIPTION wma nCD? C s' (Ow AT WILD FILTER DAM C AT CHANNEL SECTIONS w I' 4P,1PO,r —In7—OH _—RA _.— HK I 9.7 THE I Pl+1.Mm ead AAe 1ev, paw TOSS T A 31 SCI AIM 71 M /WW1 RAIN P.M CP AP, SECTiON C -C ROCK FILTER DAM USAGE GUIDELINES ROCK FILTER DAMS SHOULD BE CONSTRUCTED DOWNSTREAM FROM DISTURBED AREAS TO INTERCEPT SEDIMENT FROM OVERLAND RUNOFF AND/OR CONCENTRATED FLOW THE DAMS SHONLD BE SIZED TO FILTER A MAXIMUM FLOP, THROUGH RATE OF 80 GPm/Fr OF CROSS SECTIONAL AREA. A 3 -YEAR STORM FREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE. TYPE 1 (IB" HIGH WITH NO WISL.MFSH1 TYPE I MAY BE USED AT THE TOE OF SLOPES. AROUND INLETS. IN SMALL DITCHES. AND AT DIKE OR SWALE 7.ITLETS THIS TYPE OF DAM IS RECOMMENDED TO CONTROL EROSION FROM A DRAINAGE AREA OF 5 ACRES OR LESS TYPE 4 MAY NOT BE USED IN CONCENTRATED HIGH VELOCITY FLOWS 'APPROX. B FT/SEC OR MORE) IN WHICH AGGREGATE WASH OUT MAY OCCUR. SANDBAGS MAX BE USED AT THE EMBEDDED FOUNDATION (4" DEEP MIN.) FOR BETTER FILTERING EFFICIENCY OF LOW FLOWS IF CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER. Z 5A?, ( !1 tlIGi 11 T WRiE 5SHL' TYPE 2 MAY BE USED IN DITCHES e• TYPE 3 (1HHIIGHS WITH WIRF MFSH7' Type 3 MAY BE USED IN STREAM FLOW AND SHOULD B SECURED TO THE STREAM BED. ROCK FLYER DAM NOTE: THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED BY THE ENGINEER TOTAL PROJECT AREA 83,669 SF TOTAL AREA TO BE DISTURBEC 84.411 if WEIGHTED RUNOFF COEFFICIENT AFTER CONSTRUCTION 0.1b NAME OF RECEMNG WATER RELIEF DITCH SOIL STARII I7ATKIN PRAfTICES TEMPORARY SEEDING PERMANENT PLANTING, SODDING. OR SEEDING X MULCHING X SON. RETENTION BLANKET BUFFER ZONE PRESERVATION OF NATURAL RESO:I ROES STR,IfTIRAI PRAfT1fFS SILT FENCES X HAY BALES ROCK FILTER DAMS PIPE SLOPE DRAINS PAYED FLUMES CHANNEL UNERS SEDIMENT BASINS/ DETENTION ONDS ROCK BEDDING AT CONSTRICT+]N EXIT CURBS AND GUTTERS VELOCITY CONTROL DEVICES EROSION CONTROL LOGS OFFSITE VEYICLE TRACKING HAUL ROADS DAMPENED FOR MS* CONTROL LOADED HAUL TRUCKS TO BE COVERED WITH TARPAUUN EXCESS DIRT ON ROAD REMOVED DAILY STABILIZED CONSTRICTION ENTRANCE X MAINTFNANIF ALL EROSION AND SEDIMENT CONTROL RILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIRS NECESSARY IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE. BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAW EQUIPMENT. THE AREA ADJACENT TO CREEKS AND DRAINAGE WAYS SHALL HAVE PRIORITY FOLLOWED BY DEVICES PROTECTING STORM SEWER INLETS. INSPECTION ALL INSPECTION WILL BE PERFORMED BY A KXX INSPECTOR EVERY SEVEN DAYS OR TWO WEEKS. AS WELL AS AFTER EVERY HALF -INCH OR MORE OF RAIN SAS RECOMMENDED ON A NON-FREEZING RAIN GAUGE TO BE LOCATED AT THE PROJECT SITE) AN INSPECTION AND MAINTENANCE REPORT SHOULD BE MADE FOR EACH INSPECTION BASED ON THE INSPECTION RESULTS. THE CONTROLS SHALL BE RENSEC ACCORDING TO THE INSPECTION REPORT BASTE MATFRIAI S TIE DUMPSTER USED TO STORE AU. WASTE MATERIAL WLL MEET ALL STATE AND THE CITY OF PEARLAND VrTUD WASTE ORDINANCE. ALL TRASH AND CONSTRUCTION DEBRIS WILL BE DEPOSITED IN THE DUMPUTER THE DUMPSTER +KILL BE EMPTIED AS NECESSARY OR AS REQUIRED BY LOCAL REGULATION AND THE TRASH WILL BE HAULED TO A LOCAL DUMP NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED OK SITE J1AYAR(IOIIS WASTE 11NCI DOING SF11I REPORTING'. IN THE EVENT OF A SPEL WHICH MAY BE CONSIDERED HAZARDOUS. THE CITY OF PEARLAND FIRE DEPARTMENT SHALL BE CONTACTED IMMEDNTELY AT 281-997-4650. SANITARY WASTE CONTRACTOR SHALL PROVE SANITARY WASTE FACILITIES IN ACCORDANCE WITH LOCAL. STATE AND FEDERAL REQUIREMENTS AND SPACING ALL SANITARY WASTE SMALL BE COLLECTED FROM THE PORTABLE UNITS BY A UCENSEO SANITARY WASTE MANAGEMENT CONTRACTOR OR FIRM AS NEEDED OR AS REQUIRED BY LOCAL REGULATIONS. DISPOSAL AREAS. STOCKPILES, AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WLL MINIMIZE AND CONTROL THE SEDIMENT TAHI MAY ENTER RECEIVING WATERWAYS. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR IN A MANNER WHICH MINIMIZES THE RUNOFF OF ALL POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICAL OF TEMPORARY EMBANKMENTS, TEMPORARY BREK.ES, MATTING, FALSE -WORK. PIUNG. DEBRIS. AND OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT PART OF THE FINISHED OWRK. Mb [VW MEV MS NMI MaMMORY, UM Ca M Ma City of Pearland, Texas STANDARD DETAILS STORM WATER POLLUTION PREVENTION PLAN ..ter »a W ea o ff MO III\ Hen 2 R U DAM 37 77 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Multiple Use Agreement for Bi ke a nd Trails State Highway FM 2234 Local Government: City of Pea rl a nd TxDOT Bridge Revi ew Comment: Reviewed By Date LC Response Date 2" Review Com ment: Reviewed By Date 1.Thefollowing isfrom the report: Two of the pedestrian bridges run parallel totheexisting bridge that is partoflhadow Creek Parkway attheClearCreek Relief Channel (Bridges 2 North and 2 South). Thethird bridge is upstream ofSh adowCreek Parkway (Bridge 11. What is th e d ista nce between the prop. bridge and the exist. bridge? Lin Yonggian 7/16/2023 The two (21 referenced proposed pedestrian bridges are part of a separate project under design, Shadow Creek Parkway Landscaping, Street Light, and Sidewalk (TR 1905). The project is currently on hold pending the City of Pearland's request to THDOT for lowering the speed on Shadow Creek Parkway between SH 288 to FM 521. Once a decision is made on 7/16/2023 Than kyou for theclarifcation. No more comment. Lin Yonggian 2 3 4 S TxDOT Geotechnical Review Comment: Reviewed By Date LC Response Date 2nd Review Comment: Reviewed By Date 1. Each Bridgewill req ui re soil borings, 1 at each endofeach bridge. Depths wi II be determ i ned by bridge loading and future scour depth. Wi ncore ana lysis will determinedrille-d shaft lengths. Follow TxDOT Geotech manualforsampling and testing ofsoils. David Munoz 4/17/2023 We understand thecomments from Mr. Munoz 8/21/2023 No more com moots. David Munoz 3/24/2023 2. Retainingwallswill require2 35'sail borings for each proposed retaining walls. Follow TxDOT Geotech manual for sampling and testing of soils. David Munoz 4/17/2023 Note, the proposed pedestrian bridgeforthe Shadow Creek Trail, Phase2 is beyond TxDOT. The proposed pedestrian bridge shown in the plan set parallel FM 2234 is pa more nosh er projectunder nder design, Shadow Creek Parkway (FM2234l Street Lights, Sidewalk& Landscaping. The City will submit a separate MUA for thatproiectsoon. 8/22/2023 3 4 S TxDOT Hydraulics Review Comment: Reviewed By Date LC Response Date 2nd Review Com ment: Reviewed By Date 1. Referto Trail Layout Begin ProjecttoSta 10,00 plan sheet: -Does any proposed rail or MBGF protection in proposed regrade 3:1 side slope area? - Please provide existing and proposing ditch cross slope in regrade area. Be sure to include front and back slope, top and bottom width of the d itch, th e depth of the d itch Tan Luong 5/3/2023 -No. Please note the area in question is beyond TxDOT's right-of-way. - Please see attached plan sheets. Note, thearea rea in question is beyond TxDOT's right-of-way. 5/30/2023 I do not have any more hydraulic corn ments on Shadow Creek Trail Phase 2. Tan Luong 7/17/2023 2. Refer toTra i I Layout Sta 10vOO to Sta 15x00 pla n sheet - Please provide existing and proposing ditch cross slope in regrade area. Be sure to include front and back slope, top a nd bottom width offth e d itch, thedepth d epth ofth e d itch Tan Luong 5/3/2023 -Pleasesee attached plan sheets. Note, the area between Sta 10+90 and Sta 15+51 is beyond TxDOTs right-of-way. 6/30/2023 DocuSign Envelope ID: D4503DB3-E22E-482E-B238-A234FB0784B7 Elisha Abercrombie From: Eugene Ampomah Sent: Thursday, August 10, 2023 11:58 AM To: Elisha Abercrombie Cc: Michelle Howe; Maria Aponte; Rajendra Hada; Sue-Ning Lee; Yongqian Lin; Elie Alkhoury Subject: RE: Pearland Bike and Hike Trail MUA Good morning Elisha, Area Office does not have any comments. Thank you, Eugene Ampomah, P.E. I Transportation Engineer HOU I Brazoria Area Office 18671 FM 523 Angleton, TX 77515 Phone: (979) 864-8502 I Cell: (346) 217-7538 Email: Eugene.Ampomah@txdot.gov A Texas Departm ant of Transportation message 14ELP #EndTheStreakTX End the streak of daily deaths on Texas roadways. From: Elisha Abercrombie <Elisha.Abercrombie@txdot.gov> Sent: Wednesday, August 2, 2023 12:10 PM To: Eugene Ampomah <Eugene.Ampomah@txdot.gov> Cc: Michelle Howe <Michelle.Howe@txdot.gov>; Maria Aponte <Maria.Aponte@txdot.gov>; Rajendra Hada <Rajendra.Hada@txdot.gov>; Sue-Ning Lee <SueNing.Lee@txdot.gov>; Yongqian Lin <Yongqian.Lin@txdot.gov>; Elie Alkhoury <EIie.Alkhoury@txdot.gov> Subject: RE: Pearland Bike and Hike Trail MUA Good afternoon Eugene, Please see attached. This review has been complete by the District, plan in link below. r. EDI 2022-09-12 - PK 2003 SC Trail Phase II - Along Clear Creek Relief Ditch.pdf 1 DocuSign Certificate Of Completion Envelope Id: D4503DB3E22E482EB238A234FB0784B7 Subject: Complete with DocuSign: PE Pearland_MUA_Bike-Hike_Trail.pdf Source Envelope: Document Pages: 50 Signatures: 1 Certificate Pages: 1 Initials: 0 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) Status: Completed Envelope Originator: Harsh Doshy 125 E. 11th Street Austin, TX 78701 Harsh.Doshy@txdot.gov IP Address: 204.64.21.234 Record Tracking Status: Original 9/5/2023 10:12:31 AM Security Appliance Status: Connected Storage Appliance Status: Connected Holder: Harsh Doshy Harsh.Doshy@txdot.gov Pool: StateLocal Pool: Texas Department of Transportation Location: DocuSign Location: DocuSign Signer Events Signature Timestamp Mark Johnson Mark.J.Johnson@txdot.gov Transportation Engin Texas Department of Transportation Security Level: Email, Account Authentication (Optional) Electronic Record and Signature Disclosure: Not Offered via DocuSign E—DocuSigned by: / JOLAJOA '—C6E3A921602648F... Signature Adoption: Pre -selected Style Using IP Address: 204.64.21.247 Sent: 9/5/2023 10:15:15 AM Viewed: 9/5/2023 11:29:41 AM Signed: 9/5/2023 11:31:47 AM In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Certified Delivered Signing Complete Completed Hashed/Encrypted Security Checked Security Checked Security Checked 9/5/2023 10:15:15 AM 9/5/2023 11:29:41 AM 9/5/2023 11:31:47 AM 9/5/2023 11:31:47 AM Payment Events Status Timestamps DocuSign Envelope ID: 41 D0BEF4-272F-4282-84B6-9AA071699CDC Form 2044 (Rev. 8/21) Page 10 of 10 ATTACHMENT A Inasmuch as this project is on the Federal -Aid highway system, the following additional requirements as applicable with the Federal Highway Administration's Title 23, Code of Federal Regulations, § 710.105. 1. Any significant revision in the design or construction of the facility shall receive prior approval by the Texas Department of Transportation subject to concurrency by the FHWA. 2. Any change in the authorized use of real property interest shall receive prior approval by the Texas Department of Transportation subject to concurrence by the FHWA. 3. Real property interest shall not be transferred, assigned or conveyed to another party without prior Texas Department of Transportation approval subject to concurrence by the FHWA. 4. This agreement will be revocable in the event that the real property interest facility ceases to be used or is abandoned. EXHIBIT E 0_ N 9/20/2022 Plotted on: O I- a W U O LT; N N 0 O 0 0 O L O O m O 0 U "1 C L O 3 C O O O J O O L o_ O 0 0 0 L U 3 O O O 0 N O O 0 0 _o �4- } O � T U � O 0� 0- o ti 0 I- C } 0 O as MI 111 10+00 Arir 3 PROP TRAIL OUTSIDE TXDOT ROW @ CHANNEL fir• '- -411W AUL - PROP RETAINING WALL UNDER FM 2234 BRIDGE 29°34'36.77"N, 95°24'34.70"W 17+0 5+00 16+00 PROP 11 -FT TRAIL UNDER FM 2234 BRIDGE fr EXISTING FM 2234 BRIDGE I 29°34'38.35"N, 95°24'34.74"W • I PROP TRAIL OUTSIDE TXDOT ROW 1 Project Location Map SCALE: 1"=1 MI 0' 50' 100' SCALE IN FEET 17500 Katy Freeway, Suite 400 Gauge\ Houston, ge 77079 www.Ga uge Engi n eeri ng.com Texas PE Firm Reg. #F-20017 ENGINEERING City Of Pearland, Texas SHADOW CREEK TRAIL PHASE II - ALONG CLEAR CREEK RELIEF DITCH MULTIPLE USE AGREEMENT EXHIBIT A Job No.: PK2003 Scale: Date: 9/20/2022 vH RT 1 Dwn By: SS CAD FILE: Chkd By: MG Design Filename: P:\City of Pearland\1099 - Shadow Creek\4-0-Production-Working\4-14-Forms\MUA - PK 2003\Exhibit A.dgn LEGEND ssharifian 4:45:56 PM 8/18/2022 Plotted on: 0 O 4- a w LI 0 0 a N u_ t 0 a- 0 U 7 0 CO 0 U I EN L L O O 0 0 O L a v N 3 0 0 L N 00 on O v C 0 L 0 a1 a 40 } • T _ C c� oa L U L ui LO L I- 0 C } O O 0-0_ REGRADE DITCH SIDE SLOPE FROM EXIST CL TO EDGE OF TRAIL. -I - CL DITCH TREES TO BE SEE NOTE 5 TRANSPLANTED REMOVE STUMP 0 0 + I - O ti 225' DRAINAGE EASEMENT 2' SOD CL PROP DITCH 8" CONCRETE LIMITS OF CLEARING PROP 10' TRAI *4 BARS @ 18" 0. C. E. W. 6" SELECT FILL 957. MAX. DRY DENSITY SECTION C -C NTS z w w N I w a CHANNEL w 12+00 13+00 z — - — - L- — ---— --- — - — ��r Iii �_ L- -- —--- —- ti 225 -FT DRAI PROP 10' TRAIL FIELD LOCATED BURIED AT&T CABLE PRIOR TO EXCAVATION i i REGRADE DITCH SIDE SLOPE FROM EXIST CL TO EDGE OF TRAIL. M i BEGIN PROP 10' RAMP STA 13+31.94, 88.30' LT i EXIST ROW FL = 58.92 C DITCH REMOVE BUSH \ 1\ \ PROP 11' RAMP DITCH TO BE oR'- 8>+ S2 DONE IN TR 1905 BEGIN PROP DITCH STA 15+18.66, 104.19 LT FL = 59.25 STA 15+07.68, 88.32' LT STA 14*92.86, 92.63' PROP 293 LF TYPE E HAND RAIL CLEAR CREEK RELIEF CHANNEL Ii Pr 'T _i EXASrBT o mes �..�.• LI i(SN Ei.••�I F�..� P•�� X1111 ;� P ru A.�.r. NVodw.oarv). a I 11 in .- -r I I I I • IL — w I I w w Iw PROP RETAINING WALL 'SEE RETAINING WALL LAYOUT AND ELEVATION PROP DITCH CL m Dry 14+00 F>og*o 5+00 --I - — -- ,-8N'p> L-- NsoA REMOVE 6 LF OF 48" CMP--" _ W '° TO BE FLUSH WITH FACE OF PROPOSED RETAINING WALL I I XIST ROW 0 II • r� J t I -r I I +I I !I I END TR 1905 I I STA 15+15.56,,1 87.8' LT P i3 I I➢ I I DITCH TO BE DONE IN TR 1905 DITCH TO BLOCK 1 AMENDING PLAT NO. 1 SHADOW CREEK CROSSING WEST B.C.C.F. NO. 2008504646 I II II I II O UD r - Q H W Z a-i J U I- cQ PROPOSED 8" TRAIL PROPOSED PEDESTRIAN BRIDGE TR 1905 SIDEWALK/BRIDGE EXIST EDGE OF PAVEMENT PROPOSED RETAINING WALL TRANSPLANT TREE NOTE: 1.PROPOSED TRAIL SHALL MATCH EXISTING SIDEWALK WIDTH, GRADE, AND CROSS -SLOPE AT CONNECTION POINTS. 2. TRAIL SHALL BE CONSTRUCTED TO ADA GUIDELINES WITH MAXIMUM CROSS SLOPE OF 2% AND MAXIMUM RUNNING SLOPE OF 5%. 3. PROPOSED TRAIL SHALL BE CONSTRUCTED FLUSH WITH NATURAL GROUND. MAINTAIN POSITIVE DRAINAGE OVER TRAIL FROM ROW TO CHANNEL. CONTRACTOR SHALL FIELD LAYOUT EDGES OF PROPOSED TRAIL TO CONFIRM THAT THE TRAIL IS FLUSH WITH EXISTING GROUND AND POSITIVE DRAINAGE IS MAINTAINED. OBTAIN CM APPROVAL BEFORE COMMENCING CONSTRUCTION ACTIVITIES. NOTIFY CM OR ENGINEER OF ANY PLAN DEVIATIONS PRIOR TO FORM WORK. NO SEPARATE PAY. 4. REFER TO TYPICAL SECTIONS AND PROPOSED TRAIL DETAIL FOR ADDITIONAL INFORMATION. 5. TRANSPLANT TREES IN 4TH QUARTER OF 2022 OR 1ST QUARTER OF 2023. CONTACT PEARLAND URBAN FORESTER FOR TRANSPLANTING DETAILS. 0' 25' 50' SCALE IN FEET MK. DESCRIPTION DATE DWN. (;HK. :,,`,Sp E..OF . T F: -s I, . i *./, ',* II DAVID G. GREANEY j /I-0% 125563 :GC III // EN�\�4� 09/09/2022 GaR g�' 17500 Katy Freeway, Suite 400 Houston, TX 77079 www.GaugeEngineering.com Texas PE Firm Reg. #F-20017 City Of Pearland, Texas SHADOW CREEK TRAIL PHASE II - ALONG CLEAR CREEK RELIEF DITCH TRAIL LAYOUT STA 10+00 TO STA 16+00 SHEET2OF3 OF 3 Job No.: PK2003 Scale: SHEET Dale: 8/18/2022 vERr 1"— 14 Own By: SS CAD FILE: Chkd By: MG OF 37 Design Filename: P:\City of Pearland\1099 - Shadow Creek\4-0-Production-Working\4-1-CAD\Roadway\PK 2003\CHANNEL-02.dgn LEGEND ssharifian 5:18:32 PM 8/18/2022 Plotted on: O LI U 0 0 = N N u_ 0 D- i O L 7 0 a) 0 a U L L 0 O U 0 O L o_ v d U 0 Lc !n rn 1T O C c a L a N D_ 4-12 • T _ C c� oa L U L ui> LO •L r� } O O oa O O 1,0 MATCHLINE STA 1 ;I II II II I II I ' II II I II �I I II II I 1, ° o o ° ° •+oO • I- 9 II� ro,nl (tm.) _III II 1 ,I mewl vinte (tm.) F ,r II II approx. location I I' EASEMENT BEGIN PROP 6' SIDEWALKI STA 19+00.03, 87.09' LT MATCH EXISTING SIDEWALK PROP RETAINING WALL SEE RETAINING WALL LAYOUT AND ELEVATION FIELD LOCATE 6" GAS PIPELINE PRIOR TO EXCAVATION - PROP 11' RAMP REMOVE 9 LF OF 48" CMP TO BE FLUSH WITH FACE OF PROPOSED RETAINING WALL DITCH TO BE DONE IN TR 1905 II't • I BLOCK 1 DEVELOPMENT PLAT OF BROADSTONE SHADOW CREEK B.C.C.F. NO. 2014034781 PROP 431 LF TYPE E HAND RAIL a CHANNEL a .—..—.. ..—..—..—..—.——EXISTROW ... .. . .-..-..-..-..-..-..-..-..-..-.. I II nl III I II II - II II ___19+00 ---I I, u I_ . I. 312 SF OF SIDEWALK TO BE REMOVED EASEMENT 10' Wg1ER LINE EASEMENT ROCS. Na 20:403478: EXIST ROW END PROP 11' RAMP STA 19+95.22, 83.30' LT MATCH EXISTING SIDEWALK ■ CLEAR CREEK RELIEF CHANNEL na =J 1 M+ E, = 8 .• p 11 ., END PROP 6' SIDEWALK STA 20+26.82, 86.03' LT MATCH EXISTING SIDEWALK 1 z W N Lu W a z Q 0 I - U, N N ■ M EXIST ROW -•.i 1 Job No.: PK2003 Scale: Dale: 8/18/2022 VERT :1"= Dwn By: SS Chkd By: MG OF 37 PROPOSED 8" TRAIL PROPOSED PEDESTRIAN BRIDGE TR 1905 SIDEWALK/BRIDGE EXIST EDGE OF PAVEMENT PROPOSED RETAINING WALL TRANSPLANT TREE NOTE: 1.PROPOSED TRAIL SHALL MATCH EXISTING SIDEWALK WIDTH, GRADE, AND CROSS -SLOPE AT CONNECTION POINTS. 2. TRAIL SHALL BE CONSTRUCTED TO ADA GUIDELINES WITH MAXIMUM CROSS SLOPE OF 2% AND MAXIMUM RUNNING SLOPE OF 5%. 3. PROPOSED TRAIL SHALL BE CONSTRUCTED FLUSH WITH NATURAL GROUND. MAINTAIN POSITIVE DRAINAGE OVER TRAIL FROM ROW TO CHANNEL. CONTRACTOR SHALL FIELD LAYOUT EDGES OF PROPOSED TRAIL TO CONFIRM THAT THE TRAIL IS FLUSH WITH EXISTING GROUND AND POSITIVE DRAINAGE IS MAINTAINED. OBTAIN CM APPROVAL BEFORE COMMENCING CONSTRUCTION ACTIVITIES. NOTIFY CM OR ENGINEER OF ANY PLAN DEVIATIONS PRIOR TO FORM WORK. NO SEPARATE PAY. 4. REFER TO TYPICAL SECTIONS AND PROPOSED TRAIL DETAIL FOR ADDITIONAL INFORMATION. 5. TRANSPLANT TREES IN 4TH QUARTER OF 2022 OR 1ST QUARTER OF 2023. CONTACT PEARLAND URBAN FORESTER FOR TRANSPLANTING DETAILS. 0' 25' 50' SCALE IN FEET MK. DESCRIPTION DATE DWN. CHK. :gr.F. p�...�oiF. T .., , •, • DAVID G. GREANEY j /I-0% 125563 :0 0 09/09/2022 8 aR g�' 17500 Katy Freeway, Suite 400 Houston, TX 77079 www.GaugeEngineering.com Texas PE Firm Reg. #F-20017 City Of Pearland, Texas SHADOW CREEK TRAIL PHASE II - ALONG CLEAR CREEK RELIEF DITCH TRAIL LAYOUT STA 16+00 PROJECT TO END SHEET 3 OF 3 SHEET CAD FILE: 15 Design Filename: P:\City of Pearland\1099 - Shadow Creek\4-0-Production-Working\4-1-CAD\Roadway\PK 2003\CHANNEL-03.dgn TxDOT Form 1560 (Rev 04/2002) Previous editions of this form may not be used. Page 1 of 2 Texas Department of Transportation (TxDOT) CERTIFICATE OF INSURANCE Prior to the beginning of work, the Contractor shall obtain the minimum insurance and endorsements specified. Only the TxDOT certificate of insurance form is acceptable as proof of insurance for department contracts. Agents should complete the form providing all requested information then either fax or mail this form directly to the address listed on the back of this form. Copies of endorsements listed below are not required as attachments to this certificate. Insured: Street/Mailing Address: City/State/Zip: Phone Number: Area Code ( WORKERS' COMPENSATION INSURANCE COVERAGE: Endorsed with a Waiver of Subrogation in favor of TxDOT. Carrier Name: Carrier Phone #: Address: City, State, Zip: Type of Insurance Policy Number Effective Date Expiration Date Limits of Liability: Workers' Compensation Not Less Than: Statutory — Texas COMPREHENSIVE GENERAL LIABILITY INSURANCE: Endorsed with TxDOT as Additional Insured and with a Waiver of Subrogation in favor of TxDOT. Carrier Name: Carrier Phone #: Address: City, State, Zip: Type of Insurance: Policy Number: Effective Date: Expiration Date: Limits of Liability: Comprehensive General Liability Insurance Bodily Injury Property Damage OR Commercial General Liability Insurance Not Less Than: $ 500,000 each occurrence $ 100,000 each occurrence $ 100,000 for aggregate OR $ 600,000 combined single limit COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE: Endorsed with TxDOT as Additional Insured and with a Waiver of Subrogation in favor of TxDOT. Carrier Name: Carrier Phone #: Address: City, State, Zip: Type of Insurance: Policy Number: Effective Date: Expiration Date: Limits of Liability: Comprehensive Automobile Liability Insurance OR Texas Business Automobile Policy Bodily Injury Property Damage Not Less Than: $ 250,000 each person $ 500,000 each occurrence $ 100,000 each occurrence UMBRELLA POLICY (if applicable): Carrier Name: Carrier Phone #: Address: City, State, Zip: Type of Insurance: Policy Number: Effective Date: Expiration Date: Limits of Liability: Umbrella Policy Agency Name Address City, State Zip Code Area Code ( ) Authorized Agent's Phone Number Authorized Agent Original Signature Date This Certificate of Insurance neither affirmatively nor negatively amends, extends, or alters the coverage afforded by the above insurance policies issued by the named insurance company. Cancellation of the insurance policies shall not be made until THIRTY DAYS AFTER the agent or the insurance company has sent written notice by certified mail to the contractor and the Texas Department of Transportation. THIS IS TO CERTIFY to the Texas Department of Transportation acting on behalf of the State of Texas that the insurance policies named meet all the requirements stipulated and such policies are in full force and effect. If this form is sent by facsimile machine (fax), the sender adopts the document received by TxDOT as a duplicate original and adopts the signature produced by the receiving fax machine as the sender's original signature. The Texas Department of Transportation maintains the information collected through this form. With few exceptions, you are entitled on request to be informed about the information that we collect about you. Under sections 552.021 and 552.023 of the Texas Government Code, you also are entitled to receive and review the information. Under section 559.004 of the Government Code, you are also entitled to have us correct information about you that is incorrect. TxDOT Form 1560 (Rev 04/2002) Page 2 of 2 Texas Department of Transportation NOTES TO AGENTS: Agents must provide all requested information then either fax or mail this form directly to the address listed below. Pre-printed limits are the minimum required, if higher limits are provided by the policy, enter the higher limit amount and strike -through or cross -out the pre-printed limit. To avoid work suspension, an updated insurance form must reach the address listed below one business day prior to the expiration date. Insurance must be in force in order to perform any work. Binder numbers are not acceptable for policy numbers. The certificate of insurance, once on file with the department, is adequate for subsequent department contracts provided adequate coverage is still in effect. Do not refer to specific projects/contracts on this form. The TxDOT certificate of insurance form is the only acceptable proof of insurance for department contracts. List the contractor's legal company name, including the DBA (doing business as) name as the insured or list both the contractor and staff leasing service as insured when a staff leasing service is providing insurance. Over -stamping and/or over -typing entries on the certificate of insurance are not acceptable if such entries change the provisions of the certificate in any manner. This form may be reproduced. The SIGNATURE of the agent is required. Stamped/typed/printed signatures are not acceptable. CERTIFICATE OF INSURANCE REQUIREMENTS: WORKERS' COMPENSATION INSURANCE: The contractor is required to have Workers' Compensation Insurance if the contractor has any employees including relatives. The word STATUTORY, under limits of liability, means that the insurer would pay benefits allowed under the Texas Workers' Compensation Law. GROUP HEALTH or ACCIDENT INSURANCE is not an acceptable substitute for Workers' Compensation. COMPREHENSIVE GENERAL LIABILITY INSURANCE or COMMERCIAL GENERAL LIABILITY INSURANCE: If coverages are specified separately, they must be at least these amounts: Bodily Injury Property Damage $500,000 each occurrence $100,000 each occurrence $100,000 for aggregate MANUFACTURERS' or CONTRACTOR LIABILITY INSURANCE is not an acceptable substitute for Comprehensive General Liability Insurance or Commercial General Liability Insurance. COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE or TEXAS BUSINESS AUTOMOBILE POLICY: The coverage amount for a Texas Business Automobile Policy or Comprehensive Automobile Liability may be shown as a minimum of $600,000 Combined Single Limit by a typed or printed entry and deletion of the specific amounts listed for Bodily Injury and Property Damage. BASIC AUTOMOBILE LIABILITY INSURANCE is not an acceptable substitute for Comprehensive Automobile Liability Insurance or Texas Business Automobile Policy.