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HomeMy WebLinkAbout10-26-23-7.2 - Resolution - 10/26/2023RESOLUTION NO. 10-26-23-7.2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, AUTHORIZING THE MAYOR TO SIGN A GATEWAY MONUMENT AGREEMENT BETWEEN THE TEXAS DEPARTMENT OF TRANSPORTATION AND THE CITY OF COLLEGE STATION FOR CONSTRUCTION OF THE GATEWAY MONUMENT SIGN PROJECT AT SH47 AND SH60 BETWEEN SOUTHEAST BOUND SH47 AND THE WESTERN SH47 FEEDER ROAD. WHEREAS, the City Council of the City of College Station, Texas supports the City's plan to construct the Gateway Monument Sign Project ("Project") at SH47 and SH60; and WHEREAS, the City Council of the City of College Station, Texas agrees to fund one -hundred percent (100%) of the Gateway Monument Sign Project construction costs. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of College Station, Texas as follows: PART 1: That the City Council hereby approves the Gateway Monument Agreement which is attached hereto and made a part hereof as Exhibit "A". PART 2: That the City Council hereby authorizes the Mayor to sign the Agreement. PART 3: That the City Council hereby agrees to fully fund the Gateway Monument Sign Project construction costs. PART 4: That this Resolution shall take effect immediately from and after its passage. ADOPTED this 26th day of October, 2023. ATTEST: APPROVED: City Sec tart' YOR c4 014 APPROVED: je un, Q. hisLt t City Attorney Exhibit A Contract No. 17-4XX0002 GATEWAY MONUMENT AGREEMENT THE STATE OF TEXAS § COUNTY OF TRAVIS § THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas Department of Transportation, hereinafter called the "State", and the City of College Station, acting through its duly authorized officials, as evidenced by Resolution or Ordinance Number , dated , hereinafter called the "Local Entity". BACKGROUND The State owns and maintains a system of highways, including SH 47 in Brazos County, Texas, for public use and benefit. The State agrees to allow for the construction of a Gateway Monument within the State's right of way and the Local Entity agrees to construct the Monument and to conduct the long term maintenance for this structure located on SH 47 at FM 60 referred to as the "Gateway Monument," more specifically described in Attachment "A," Project Map, which is attached hereto. The Local Entity will conduct the Monument's long term maintenance activities through the use of Local Entity forces, contractors, or other means satisfactory to the Local Entity and the State. THEREFORE, in consideration of the mutual promises contained in this Agreement, the parties agree to the following. AGREEMENT SECTION 1. PERIOD OF THE AGREEMENT This Agreement becomes effective when finally executed by the State and shall continue unless or until otherwise terminated as provided by this agreement. SECTION 2. FINANCIAL RESPONSIBILITIES All costs covered by this agreement including design, engineering, testing, construction, installation, access for maintenance, maintenance, labor, materials, supplies, traffic control, additional improvements, and if required, removal of the Gateway Monument, shall be the responsibility of the Local Entity. Any administrative costs associated with the Gateway Monument that are incurred by the State, such as those related to proposal review, as well as developing, issuing, and monitoring the Agreement for approved the Gateway Monument project shall be the responsibility of the State. Interlocal Gateway Monument 1 of 7 04/27/2021 Contract No. 17-4XX0002 SECTION 3. RESPONSIBILITY OF THE PARTIES A. The Local Entity agrees to: 1. Provide Gateway Monument design plans to the State before execution of this agreement according to State policy and, upon final approval, furnish and construct the Gateway Monument according to plans approved by the State, which are set out more specifically in Attachment "B," Local Entity's Final Gateway Monument Proposal, which is attached to this Agreement, and include any other related installation items that may be required; and 2. Furnish, erect, and maintain any barricades, signs and traffic handling devices, in accordance with the latest Texas Manual of Uniform Traffic Control Devices (MUTCD) and to the satisfaction of the State related to this project, as may be required to protect the safety of the public; and 3. Conduct periodic inspections of the Gateway Monument as deemed necessary; and 4. Provide for the construction and maintenance of all associated appurtenances that are considered by the State to be a part of the project. The Local Entity further agrees to remove such items from the project's location and restore the area to the satisfaction of the State upon termination of this Agreement in accordance with Section 9. B. The State agrees to: 1. Review and evaluate the Gateway Monument proposal submitted by the Local Entity with due consideration to safety (location, potential for motorist distraction, accessibility for maintenance, etc.), aesthetics, community support and maintainability; and 2. Coordinate with other State Divisions, as appropriate, as well as interact with the Federal Highway Administration (FHWA) for input, review and approval; and 3. Cooperate with the Local Entity to determine the requirements for barricades, signs, and traffic handling devices to be used by the Local Entity during the construction and maintenance of the Gateway Monument; and 4. Provide maintenance access to the project location for the Local Entity or for its Contractor or group, and if possible, from outside the highway right of way; and 5. Conduct periodic inspections of the Gateway Monument as deemed necessary. C. The Local Entity and State further agree that nothing contained in this Agreement will be construed to: 1. Give either party the power to direct and control the day-to-day activities of the other; or 2. Constitute the parties as partners, joint venturers, co -owners, or otherwise as participants in a joint or common undertaking; or allow either party to create or assume any obligation on behalf of the other party for any purpose whatsoever. Interlocal Gateway Monument 2 of 7 04/27/2021 Contract No. 17-4XX0002 SECTION 4. DESIGN AND PLACEMENT OF GATEWAY MONUMENTS A. Gateway Monuments shall be designed and placed so as to: 1. Be freestanding. 2. Feature only the letters of the community name and/or officially adopted seal. 3. Include, if required by the State, approved protective graffiti coatings. 4. Be appropriate to its proposed setting and community context. 5. Be in proper size and scale with its surroundings. 6. Be composed of materials that are durable for the projected life span of the project. 7. Be located beyond the clear zone, for both main lane traffic and frontage road traffic. 8. Be located where maintenance can be safely performed, as specified in the Gateway Monument Agreement, and in conformance with State procedures. 9. Be subject to the review and approval of the State in consideration of design, size, and scale for appropriate integration on urban or rural highway features. B. Gateway Monuments shall not: 1. Be allowed within the center median areas of interstate highway rights -of -way. 2. Contain religious, political, special interest, private, or commercial messages of any sort, including, but not limited to, symbols, logos, business names, trade names, jingles, or slogans. 3. Contain any displays of any sort, advertising, decorative banners, flags, or flag poles. 4. Display telephone numbers, street addresses, or Internet addresses. 5. Interfere with airspace above the roadway. 6. Create a distraction to the motoring public; for example, the Gateway Monument shall be large enough to interpret at highway speed, but not be so large that it demands attention from the motorist. 7. Include reflective or glaring surface finishes. 8. Include illumination that impairs or distracts the vision of transportation system users. Other lighting may be permitted. 9. Display blinking or intermittent or moving lights, including changeable message signs, digital displays, or lighted static displays such as LED. 10. Include moving elements (kinetic art) or simulate movement. 11. Include water features of any sort. 12.Interfere with official traffic control devices, nor interfere with the operational right-of- way above the roadway. 13. Be placed within State right-of-way upon trees, or painted or drawn upon rocks or other existing natural features. 14. Make use of or simulate colors or combinations of colors usually reserved for official traffic control devices described in the Texas Manual on Uniform Traffic Control Devices. 15. Require the removal of trees or other vegetation for visibility, or harm trees during construction. Pruning of tree branches or roots, and removal of shrubs should be avoided. 16. Negatively impact existing highway features, including existing signs, irrigation systems, necessary drainage patterns, and facilities. Interlocal Gateway Monument 3 of 7 04/27/2021 Contract No. 17-4XX0002 SECTION 5. MAINTENANCE The Local Entity shall provide regularly scheduled maintenance, as described in Attachment "B," the Local Entity's Final Gateway Monument Proposal, for its projected lifespan. Maintenance shall include, but not be limited to, restoration work to maintain the integrity of the approved Gateway Monument, maintenance of any associated landscaping or lighting, and graffiti removal. Gateway Monuments shall be kept clean, free of graffiti, and in good repair. Graffiti removal shall conform to the most current State policies and guidelines, which require prompt removal of offensive messages and timely removal of all other graffiti. Maintenance practices of the Local Entity or its agent shall protect air and water quality as required by federal and state law. SECTION 6. MONUMENT REMOVAL The Local Entity shall remove the Gateway Monument covered by this agreement, if in the opinion of the State, it creates safety or operational concerns due to deterioration or inadequate maintenance or upon termination of the main Gateway Monument Agreement. The State will notify the Local Entity when it has determined that the Gateway Monument requires special attention. In the event the Local Entity fails to maintain, repair, rehabilitate, or remove the Gateway Monument in a timely manner, the State may choose to remove the Gateway Monument after thirty (30) days following notification to the Local Entity, and bill the Local Entity for all costs of removal and restoration of the area. The State reserves the right to remove the Gateway Monument due to construction, rehabilitation, violation of the terms of this agreement, or other necessary activities affecting the transportation facilities without any obligation, compensation to, or approval of the Local Entity. The State will strive to notify the Local Entity of its intent to remove the Gateway Monument to allow for timely removal and salvage by the Local Entity, if possible. The State reserves the right to remove or alter any Gateway Monument that presents an immediate safety hazard to the public without delay or advanced notification to the Local Entity. SECTION 7. USE OF CONTRACTOR OR GROUP The Local Entity shall have the right to engage any responsible Contractor or group to perform or provide any portion of the Local Entity's Gateway Monument activities specified in this Agreement. However, notwithstanding this provision, the Local Entity shall continue to remain responsible to the State to ensure performance of all its duties and responsibilities specified in this Agreement. The Local Entity shall ensure that any Contractor or group complies with all provisions of this agreement, and federal, state, and local laws, and regulations as may be applicable. In the event the Local Entity engages a Contractor to perform Gateway Monument construction or maintenance activities under this Agreement, the Local Entity shall ensure that said Contractor shall indemnify the State for any and all damages and claims for damages by said Contractor, its employees, agents, or representatives, including any claims resulting from bodily injury or death to others, or, for loss of or damage to property of others, arising out of, incident to, or in any manner connected to Gateway Monument construction or maintenance Interlocal Gateway Monument 4 of 7 04/27/2021 Contract No. 17-4XX0002 activities, and, for any or all liability arising from the negligent acts of said Contractor, its employees, agents, or representatives. In the event the Local Entity engages and approves a responsible group to perform Gateway Monument construction or maintenance activities under this Agreement, the Local Entity shall require and ensure that said Contractor or group follow all the terms of this Agreement as well as all Attachments. SECTION 8. INDEMNIFICATION The Local Entity and the State each acknowledge responsibility for the acts, deeds, errors and omissions of its own employees. The parties agree that the Texas Tort Claims Act pertaining to governmental liability for tortious conduct and/or property damage shall apply to this Agreement. The Local Entity shall also indemnify and save harmless the State from any and all expense, including, but not limited to, attorney fees, which may be incurred by the State in litigation or otherwise resisting a claim or liabilities that may be imposed on the State as a result of error, omission, or act of the Local Entity, its agents, or its employees. SECTION 9. TERMINATION This Agreement may be terminated under any of the following conditions: A. By mutual written agreement and consent of both parties; or B. By either party upon giving the other party thirty (30) days prior written notice; or C. By the State, in the event the State determines that the Gateway Monument is not in the best interest of the traveling public. If either party terminates this Agreement, as provided herein, the Local Entity will be responsible for repair or removal of the Gateway Monument. In the event that the Local Entity does not provide the repair or removal services, the State may remove or repair the Gateway Monument and shall be entitled to reimbursement from the Local Entity for any reasonable costs incurred by the State to restore the State's right of way to its original condition. SECTION 10. AMENDMENTS Amendments to this Agreement shall be in writing and shall be executed by both parties. SECTION 11. AUDIT The state auditor may conduct an audit or 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. Interlocal Gateway Monument 5 of 7 04/27/2021 Contract No. 17-4XX0002 SECTION 12. SUCCESSORS AND ASSIGNS Subject to the provisions of Section 7, the Local Entity shall not assign or otherwise transfer its rights and obligations under this Agreement except with prior written consent of the State, and any prohibited assignment or transfer shall be null and void. SECTION 13. REMEDIES This Agreement shall not be considered as specifying the exclusive remedy for any default. All legal remedies may be pursued by either party and shall be cumulative. SECTION 14. INSURANCE If this agreement authorizes the Local Entity or its contractor to perform any work on State right of way, before beginning work, the entity performing the work shall provide the State with a fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of coverage in the amounts and types specified on the Certificate of Insurance for all persons and entities working on the State right of way. This coverage shall be maintained until all work on the State right of way is complete. If coverage is not maintained, all work on State right of way shall cease immediately, and the State may recover damages and all costs of completing the work. SECTION 15. NOTICES All notices to either party by the other under this Agreement shall be delivered personally or sent by U.S. mail, postage prepaid, addressed to such party at the following addresses: STATE : Texas Department of Transportation District Engineer 2591 North Earl Rudder Freeway Bryan, Texas 77803 SECTION 16. GRATUITIES LOCAL ENTITY: City of College Station Attn: Director of Public Works P.O. Box 9960 College Station, Texas 77842 Texas Transportation Commission policy mandates that employees of the State shall not accept any benefits, gifts, or favors from any person doing business or who reasonably speaking may do business with the State under this Agreement. Any person doing business with or who may reasonably speaking do business with the State under this Agreement may not make any offer of benefits, gifts or favors to State employees. Failure on the part of the Local Entity to adhere to this policy may result in the termination of this Agreement. Interlocal Gateway Monument 6 of 7 04/27/2021 Contract No. 17-4XX0002 SECTION 17. INCORPORATION OF PROVISIONS Attachments "A" and "B" are made part of this contract. The parties shall comply with the provisions of Attachments "A" and "B" as if they were set forth in full within the body of this contract. SECTION 18. SIGNATORY WARRANTY Each signatory warrants that the signatory has necessary authority to execute this agreement on behalf of the entity represented. THEREFORE, the Parties have executed this Agreement in duplicate originals. THE CITY OF COLLEGE STATION THE STATE OF TEXAS By: Title: Date: Certified as being executed for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by The Texas Transportation Commission Attest: By: City Clerk Bryan District Engineer Date: Approved as to form: City Attorney List of Attachments: "A" — Project Map for Gateway Monument "B" - Local Entity's Final Gateway Monument Proposal Interlocal Gateway Monument 7 of 7 04/27/2021 Contract No. 17-4XX0002 Attachment A Project Map for Gateway Monument Attachment A 1 of 1 Contract No. 17-4XX0002 ATTACHMENT B Local Entity's Final Gateway Monument Proposal Attachment B CITY OF COLLEGE STATION ENTRY MONUMENT SIGN HIGHWAY 47 AND HIGHWAY 60 PERMIT SET JUNE 2023 ‘if CITY OF COI F,GE STATION Home of Texas A6M University® OWNER 1101 Texas Ave, College Station, Texas 77840 (979) 764-3500 PGAL ARCHITECT PGAL 3131 Briarpark Suite 200, Houston, Texas 77042 (713) 622-1444 Fax (713) 968-9333 STRUCTURAL ENGINEER PGAL 3131 Briarpark Suite 200, Houston, Texas 77042 (713) 622-1444 Fax (713) 968-9333 DRAWING INDEX G0 00 COVER SHEET A1,10 PLANS/ELEVATI❑NS/DETAILS A1,20 SITE PLAN C1,20 SITE GRADING PLAN C1,21 ST❑RM WATER P❑LLUTI❑N PREVENTI❑N PLAN C1,22 ST❑RM WATER P❑LLUTI❑N PREVENTI❑N PLAN DETAILS SLOT STRUCTURAL PLAN / DETAILS C11FNT BRICK, B1, GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE BAND AREA PAVING REINFORCED CONCRETE FOUNDATION 1:27:12 PM 0 0 o 00 CT1, CAST STONE CAP, SLOPE TO EDGE CT1, CAST STONE SIGN GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. BRICK, B1, GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. LIGHT ON ANGLED MOUNTING BRACKET CT1, CAST STONE CAP, SLOPE TO EDGE CT2, ROCK FACED CAST STONE GROUTED SOLD TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE SIGN GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. BRICK LEDGE WHERE NEEDED. CONTRACTOR TO COORDINATE AT EACH SITE. * CONTRACTOR TO COORDINATE CONDUIT FOR CONCEALED WIRING TO LIGHT FIXTURES. 7'-2 3/8" 2' 1 4 3/8" // / 2'-8" 3'-2" 1 ii SECT O \ 3/8" = 1'- CT1, CAST STONE CAP, SLOPE TO EDGE BRICK, B1, GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE CAP WITH VERTICAL TURN DOWN, SLOPE TO EDGE CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE SIGN GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. REINFORCED CONCRETE FOUNDATION AREA PAVING LIGHT ANGLE MOUNTED ON STANCHION - .. ':'•• 1•••••:*".....,... -•:•:;•: t.. vt*A -\.;4-04**44/4/444/44.444*// • * CONTRACTOR TO COORDINATE CONDUIT FOR CONCEALED WIRING TO LIGHT FIXTURES. 3 SECT O \ CT1, CAST STONE CAP WITH VERTICAL TURN DOWN, SLOPE TO EDGE CT2, ROCK FACED CAST STONE ROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. REINFORCED CONCRETE FOUNDATION AREA PAVING 3/8" = 1'-0" 22 0 COLLEGE STATION T 1 1 Home of Texas/A 1, CT1, CAST STONE SIGN, GROUTED TO FULLY GROUTED REINFORCED CMU BACKUP WALL. LETTERS TO BE RECESSED ONTO SURFACE AND PAINTED BLACK. LETTERING TO BE 1'-4" TALL &M University CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE SIGN, GROUTED TO FULLY GROUTED REINFORCED CMU BACKUP WALL. "COLLEGE STATION" LETTERS TO BE RECESSED ONTO SURFACE AND PAINTED BLACK. LETTERING TO BE 1'-8" TALLL BRICK, B1, GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE SIGN, GROUTED TO FULLY GROUTED REINFORCED CMU BACKUP WALL. STAR TO BE RECESSED ONTO SURFACE AND PAINTED BLACK. LIGHTING, TYP., SEE PLAN FOR MORE INFORMATION. CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. E0\T ELEVAT 0\ 1/4" = 1'-0" 8 _1]) BRICK, B1, GROUTED SOLD TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE CAP, SLOPE TO EDGE CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. EDGE OF AREA PAVING CONTRACTOR TO SUBMIT TECHNICAL INFORMATION ON CONNECTIONS USED TO SECURE FACED AND CAP CAST STONES TO CMU WALL. BRICK SHALL BE ATTACHED TO MASONRY WALLS USING WOE -BOND #2000 CORRUGATED WALL TIES SPACED 1 6" 0.C. HORIZONTALLY AND VERTICALLY. GE\ERAL \OTES CT1, CAST STONE SIGN, GROUTED TO FULLY GROUTED REINFORCED CMU BACKUP WALL. BRICK, B1, GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. CT1, CAST STONE CAP, SLOPE TO EDGE CT2, ROCK FACED CAST STONE GROUTED SOLID TO FULLY GROUTED REINFORCED CMU BACKUP WALL. LIGHTING, TYP., SEE PLAN f FOR MORE INFORMATION. / / LIGHTING BY SEPCO SOLAR ELECTRIC POWER COMPANY (OR APPROVED EQUAL): 2SEPA400PC-2HSPC-3RFL21 2W4k/3RFL210W4k/2RFL21 ON4K-2MPPT21-5FBPC-3JBX-2PZ5 * CONTRACTOR TO COORDINATE CONDUIT FOR CONCEALED WIRING TO LIGHT FIXTURES. RFL2 SERIES FIXTURE SOLARRFL2-12-W-4K (3) RFL2 SERIES FIXTURE SOLARRFL2-10-W-4K (3) RFL2 SERIES FIXTURE SOLARRFL210N4K (2) SEPA400 SERIES SOLAR PANEL SEPA400PC (2) HS 492 AMP HOUR BATTERY ASSEMBLY (2) MAXIMUM POWER POINT TRACKER (2) INCLUDE MANUFACTURES MOUNTING HARDWARE, BRACKETS, P LES AND STANCHIONS. CONTRACTOR TO SUPPLY MISCELLANEOUS MOUNTING REQUIREMENTS AND WIRING CONNECTIONS NOT SUPPLIED EY THE MANUFACTURER. 38 -7 k 54'-9 1 /8" CT1, CAST STONE CAP, SLOPE TO EDGE, TYP. 1 /2" EA ELEVAT 0\ 1/4" = 1'-0" 7 SIDE ELEVAT 0\ 1/4" = 1'- -X OR F S S C C 2 2 2 C K LOCAT ON: VANUFACTURER: TYPE: SIZE: COLOR: REMARKS: TYPICAL ACE BRICK STANDARD v1GDULAR BLEND 137 CAST STO\E LOCAT ON: MANUFACTURER: TYPE: SIZE: COLOR: REMARKS: LOCAT ON: MANU-ACTURER: TYPE: SIZE: COLOR: REMARKS: SEE ELEVAT ONS S TEWORKS INC. SMOOT CAST STONE TRIM / SIGN VARIES CREAM SEE ELEVAT ONS S TEWORKS INC. ROCK =ACED CAST STONE VARIES CREAM 4#" CITY OF COT .T.FGE STATION Home of Texas A&M University® CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com REGISTRATION Copyright © 2023 DRAWING HISTORY NQ. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE PLANS/ ELEVATIONS/ DETAILS SECT O \ 3/8" = 1'-0" 21 ALA\ 1/4" = 1'-0' S F s LEGE\3 NO SCALE SHEET NUMBER A1.10 CLIENT 1:27:12 PM PROPOSED ENTRY MONUMENT LOCATION s TE DLA\ 11 • r +w ■ r • •a 4 % r• � T+ F , * 3.. h , -'"M y a IF P. :tali- 1 • * • -ir r. r x, .fit • ~ it ` *. m. 44 .{ y • • • r 14.0 F . • �.. • M1 •} , 4'� ; 1.4'-1 r .•. #. PROPOSED LOCATION FOR ENTRY MONUMENT SIGN EXISTING ELECTRICAL -- POWER POLE . i.•r /, . '� �1 '•elAu -,err. •.. 't k.t • ` .11 i�. Ab u • u _'� �k :, ik#` eVI air lXf � a 1 y V +'l• V .a ` r r), .'' , "•iv% + f'` I ;f * rt.it •A': xr it e .'1 �� t a .44.171,7i 0'10 *5.' --c-- 1 . CITY OF COLLEGE STATION Home of Texas A&M University® CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com REGISTRATION Copyright © 2023 DRAWING HISTORY N. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE SITE PLAN s TE DLA\ 1/32" = 1'— SHEET NUMBER AI.20 CLIENT control point - steel guardrail on wood posts aerial powerline - BTU wood power--pQle N /7c)fr / /Di /70 o /77 306'-0" S-I /7 54° Raymond Stotzer -)kwy. > 2 !aes, eastbound —fT— z,. — — / fir%' _ Lz \ ; concrete guardrail concrete flurhe 7 gr te' inlet -'blocked- w/trash= and syl; "so depth and _pipe out was n'visible; ; 7 concrete flume- 7� \\9 co CONTRACTOR TO HYDRO DISTURBED AREAS VULC ALL GE\EAL \OTES N.T.S. Survey Notes: Worlc Coorcinates & Elevations in this .cwg file are posed on Texas State Plane NAD83 Centra Zone and NAVD88 per GPS opservations referenced to the Leica SmartNet reference network. No surface sca e factor has been applied. No buriec uti ity lines were marked in response to the 8-1-1 ocate recuests sucmitted (ticket no. 2281974273 cated 11/15/22), but a utility hancnole ocated near the northeast corner of the project area indicated the presence of buriec uti ity cables. t is assumec that these are electrica service Ines for the street lighting in the area. No trees, shrugs nor lanscaping features are present at the site. Control Doint/Benchmark no. 1 5/8" Repar w/ rec plastic cap "BASELINE CORP CONTROL" N 10,200,564.23 USET E 3,539,784.51 USET Elev.= 320.68 ET (GPS w/Geoid 1 8) A.- 3E\CHMA \F0� VATI O \ N.T.S. SITE GSA DING PLA\ 1" = 10'-0" C ‘if" CITY OF COT.T FGE STATION Home of Texas AerM University° CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PGAL PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com PGAL TBPE REG. NO: F-2742 REGISTRATION Copyright © 2023 �p'E' •OF iF'rq ‘l /* /\ •,rrr i COSTAS K. GEORGHIOU i •. 58255 r , 6-8-2023 DRA' N. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE SITE GRADING PLAN SHEET NUMBER C1.20 CLIENT 1:27:12 PM 1 14111111.10.0 .4411,11St 11111114%LX steel guardrail on wood posts wood power pole aerial powerline fr f9 —APO. od Stoner Pkwy. es, eastbo, -d concrete guardrail 4' concrete flume grate inlet — blocked w/trash and silt and needs to be cleaned out. a IPB LEGEND FILTER FABRIC FENCE RE: DETAILS SHEET C1.22 REINFORCED FILTER FABRIC BARRIER RE: DETAILS SHEET C1.22 STABILIZED 50'-0"X15'-0" LAY -DOWN AREA RE: DETAILS SHEET C1.22 TEMPORARY INLET PROTECTION BASKET FOR GRATE INLET. PROVIDE TRITON MODEL TR - OPTION A STANDARD AS SUPPLIED BY CONTECH STORMWATER SOLUTIONS, INC. OR APPROVED EQUAL. REMOVE UPON COMPLETION OF PROJECT CONSTRUCTION. 1. CONTRACTOR SHALL IMPLEMENT INLET PROTECTION DEVICES AND REINFORCED FILTER FABRIC BARRIER AT LOCATIONS SHOWN ON THE TYPICAL STORM WATER POLLUTION PREVENTION (SWPPP) PLANS TO KEEP SILT AND/OR EXCAVATED MATERIALS FROM ENTERING INTO THE STORM WATER INLETS AND DITCHES EVENTUALLY POLLUTING THE RECEIVING STORM. 2. DURING THE EXCAVATION PHASE OF THE PROJECT, CONTRACTOR SHALL SCHEDULE THE WORK IN SHORT SEGMENTS SO THAT EXCAVATED MATERIAL CAN BE QUICKLY HAULED AWAY FROM THE SITE AND TO PREVENT IT FORM STAYING UNCOLLECTED ON THE EXISTING PAVEMENT. ANY LOOSE EXCAVATED MATERIAL WHICH FALLS ON PAVEMENTS OR DRIVEWAYS SHALL BE SWEPT BACK INTO THE EXCAVATED AREA. 3. CONTRACTOR SHALL CLEAN UP THE EXISTING STREET INTERSECTIONS AND DRIVEWAYS DAILY, AS NECESSARY, TO REMOVE ANY EXCESS MUD, SILT OR ROCK TRACKED FORM THE EXCAVATED AREA. 4. CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING THE CONSTRUCTION OF THE PROJECT, ALWAYS CLEANING UP DIRT AND LOOSE MATERIAL AS CONSTRUCTION PROGRESSES. 5. CONTRACTOR TO INSPECT AND MAINTAIN THE AREAS LISTED BELOW AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. o DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED. o AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION. o STRUCTURAL CONTROL MEASURES. O LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. 6. CONTRACTOR TO BE RESPONSIBLE TO MAINTAIN EXISTING DITCHES AND/OR CULVERTS FOR UNOBSTRUCTED DRAINAGE AT ALL TIMES. WHERE SODDING IS DISTURBED BY EXCAVATION ON BACKFILLING OPERATIONS, SUCH AREAS SHALL BE REPLACED BY SEEDING OR SODDING. SLOPES 4:1 OR STEEPER SHALL BE REPLACED BY BLOCK SODDING. 7. CONSTRUCT AND MAINTAIN FILTER DAM DURING CONSTRUCTION OPERATIONS AND PRIOR TO FINAL STABILIZATION IN ACCORDANCE WITH BRAZOS COUNTY SPECIFICATION 0," CITY OF COLLEGE STATION Home of Texas A&M University® CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com PGAL TBPE REG. NO: F-2742 REGISTRATION Copyright © 2023 .c • . •OF TEx� tl s 9 1 i COSTAS K. GEORGHIOU s - 58255 • 1 p �• ca•:•.re%ICTCRFp. • •S�� 6-8-2023 DR N. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE STORM WATER POLLUTION PREVENTION PLAN SHEET NUMBER STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 1" 101 9� SWPPP CONSTRUCTION NOTES 01.21 CLIENT 1:27:12 PM PERMEABLE, SEPARATION GEOTE7{TILE FABRIC FOR FULL WIDTH AND LENGHT OF EXI PROFILE GRADED TO PREVENT RUN-OFF FROM LEAVING MIA PROVIDE APPROPRIATE TRANSITION BETWEEN STABILE CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50'-0" MIN. EXISTING \�//IUr GROUNDj COARSE AGGREGATE - 3" T CONRETE R ,rIS NOT PBREROREN ) PLAN VIEW PUBLIC RIGHT-OF-WAY GENERAL NOTES: 1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRAWINGS OR 50 FEET, WHICHEVER 15 MORE. 2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF INGRESS OR EGRESS. 3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABIUZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT. 4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA. 5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN SURFACE BECOMES PACKED WITH MUD. 6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE. 7. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE -CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL UMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN AN APPLICATION OF THICKNESS OF 8 INCHES. -WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES. -STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS, STABILIZED CONSTRUCTION ACCESS N.T.S. 1. SET POSTS AT REQUIRED SPACING AND DEPTH. EXCAVATE A 6' x 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2" x 2" WOODEN POST OR EQUIVALENT. EXTENSION OF FABRIC INTO TRENCH. FLOW FILTER FABRIC COMPACTED SOIL 6" MIN. GENERAL NOTES: M POST 2. ATTACH FILTER FABRIC TO POSTS AND INSTALL IT INTO THE TRENCH. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. 0 //, ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC FLOW _ z O // X 0 6" POST COMPACTED SOIL 1. SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED, SPACING OF POST MAY BE INCREASED TO 8 FEET MAXIMUM. 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND ATTACH TO THE POSTS. 3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE. FILTER FABRIC FENCE N.T.S. 1. SET POSTS AT REQUIRED SPACING AND DEPTH. EXCAVATE 6" x 6" TRENCH UPSLOPE ALONG THE LINE OF POSTS. EXTENSION OF FABRIC INTO TRENCH. FILTER FABRIC FLOW _ co COMPACTED BACKFILL 2"x2" WOODEN POST OR EQUIVALENT WIRE ��l POST 6 //%\/j\�jj MIN. \6 %\/ \\ ALTERNATE V-TRENCH EXTENSION OF FABRIC INTO TRENCH FILTER FABRIC FLOW _ COMPACTED BACKFILL WIRE POST z 0 2. SECURE MESH FENCING TO POSTS GALVANIZED WELDED WIRE MESH OR EQUIVALENT TO SUPPORT FILTER FABRIC 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND EXTEND IT INTO THE TRENCH. BACKFILL AND COMPACT THE EXCAVATED SOIL. GENERAL NOTES: 1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE WIRES. 2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING. 3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST. 4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE IN DEPTH. REINFORCED FILTER FABRIC BARRIER N.T.S. 3'-0" MAX. CINDER BLOCK FILTER FABRIC NOT TO COVER DRAIN INLET FILTER FABRIC ROCK SIZE 3/4" TO 1-1/2" NOTE: TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. HAY BALES SAND BAG METAL T-POST AS REQ'D. TO MAINTAIN. INLET PROTECTION BARRIER N.T.S. POSTED SIGN VARIES SECTION A —A N.T.S. i A A i2 VARIES PLAN VIEW N.T.S. GENERAL NOTES: 1. POST A SIGN READING "CONCRETE WASH OUT PIT" NEXT TO THE PIT. 2. VERBALLY INSTRUCT THE CONCRETE TRUCK DRIVERS WHERE THE PR IS AND TO WASH OUT THEIR TRUCKS IN THE PIT AND NO WHERE ELSE. 3. UNPON THE CONCRETE SETTING UP (CURING, DRYING OUT), THE CONCRETE WASTE SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF PROPERLY BY THE CONTRACTOR. AFTER REMOVAL OF THE CONCRETE WASTE, THE WASH OUT PIT SHALL BE FILLED WITH CLEAN FILL MATERIAL AND COMPACTED TO IN -SITU CONDMONS, OR AS DIRECTED BY THE PROJECT SPECIFICATIONS. 4. CONCRETE WASH OUT PITS SHALL NOT BE LOCATED DIRECTLY ADJACENT TO, NOR AT ANY TIME DRAIN INTO THE STORM SEWER SYSTEM OR ANY OTHER SWALE, DITCH, OR WATERWAY. 5. CONSTRUCT ENTRY ROAD AND BOTTOM OF WASHOUT AREA TO SUPPORT EXPECTED LOADINGS FROM TRUCKS EQUIPMENT. CONCRETE TRUCK WASHOUT AREA ,\CW/ N.T.S. EST' CITY OF COLLEGE STATION Home of TexasAeTM University® CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PEAL PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com PGAL TBPE REG. NO: F-2742 REGISTRATION Copyright © 2023 �tit1\\\ E. ,OF TEx� kl , c,.•• • s 11 f� : COSTAS K. GEORGHIOU i 58255 • '13_• CISTraF.9•• �� 6-8-2023 DRA_ Ng. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE STORM WATER POLLUTION PREVENTION PLAN DETAILS STORM WATER POLLUTION PREVENTION PLAN DETAILS SHEET NUMBER 01.22 1:27:12 PM GENERAL NOTES: 1. THE CONTRACT DOCUMENTS ARE BASED ON THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION WITH CITY OF COLLEGE STATION AMENDMENTS THERETO. 2. WIND LOADS: WIND PRESSURES ARE BASED ASCE 7-10: 2.1. WIND SPEED = 115 MPH (3 SEC. GUST) 2.2. WIND EXPOSURE CATEGORY C 2.3. RISK CATEGORY 2 3. A MWFRS PRESSURE OF 24.5 PSF WAS USED FOR DESIGN. NET DESIGN FREE STANDING WALL PRESSURES OF 28.6 WAS CALCULATED PER SECTION 29.4-1. 4. PIER CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI PER SPECIFICATION 31 63 29 "DRILLED CONCRETE PIERS". 5. PIER DESIGN SERVICE LOAD = 17 TONS 6. GRADE BEAMS AND AREA PAVING CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI PER SPECIFICATION 03 30 00. CONCRETE SHALL BE BROOM FINISHED AND WET CURED WITH BURLAP SACKS FOR 1 DAY. AS APPROVED BY THE ENGINEER, A RESIN BASED, VOC COMPLIANT, CURING COMPOUND MAY BE USED IN LIEU OF WET CURING. 7. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 ksi. DIMENSIONS ARE TO THE CENTERLINE OF BAR UNLESS OTHERWISE NOTED. REBAR SHALL BE SUPPORTED WITH PREFABRICATED CHAIRS SPACED AT 24" EACH WAY ON CENTER. LEGS/BASE SHALL NOT HAVE EXPOSED BARE METAL. 8. LAP SPLICE #3 BAR = 24", #4 BAR = 30". GRADE BEAM TOP BARS SHALL BE LAPPED AT THE CENTER OF A SPAN, BETWEEN DRILLED PIERS. GRADE BEAM BOTTOM BARS SHALL BE LAPPED AT PIER LOCATIONS. LONG BARS SHALL BE RADIAL TO THE GRADE BEAM. 9. GRADE BEAM SHALL BE SIDE FORMED, FULL DEPTH. GRADE BEAM FORMS MAY BE BROKEN DOWN 24 HOURS AFTER A POUR. 10. MASONRY, MORTAR AND GROUT SHALL BE FURNISHED AND INSTALLED PER SPECIFICATIONS. MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH F'm = 2,500 psi WITH TYPE S (PC-L) MORTAR. MASONRY WALLS SHALL BE FILLED WITH ASTM C476 2500 psi FINE GROUT. MASONRY HORIZONTAL JOINT REINFORCING IN WALLS SHALL BE HOHMANN AND BARNARD MODEL 220, LADDER TYPE REINFORCEMENT, SUPER HEAVY WEIGHT, HOT DIP GALVANIZED. 11. AREA PAVING SHALL BE PLACED ON SELECT FILL IN ACCORDANCE WITH SPECIFICATION 31 23 00 "EXCAVATION AND EMBANKMENT. SELECT FILL SHALL BE PLACED 5-FT BEYOND THE LIMITS OF THE AREA PAVING. WATER SHOULD NOT BE ALLOWED TO ACCUMULATE IN THE EXCAVATION AREA. 12. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING PRIOR TO COMMENCING ANY RELATED WORK: 12.1. PIER INSTALLATION PROCEDURES 12.2. COMPACTION RECORDS 12.3. CONCRETE MIX DESIGNS WITH TESTING HISTORY 12.4. REBAR SHOP DRAWINGS 12.5. REBAR CHAIR CUT SHEETS 12.6. CMU BLOCK, GROUT AND MORTAR TESTING 12.7. CMU AND BRICKS HORIZONTAL JOINT REINFORCING CUT SHEETS 12.8. CONCRETE TEST REPORTS 12.9. SEALANT DATA SHEETS 12.10. PREFORMED JOINT CUT SHEETS 12.11. ANCHOR RODS FOR THE SOLAR PANEL POLE 13. A CERTIFIED TESTING LAB SHALL PROVIDE COMPACTION, CONCRETE, REBAR PLACEMENT INSPECTION, MORTAR AND GROUT TESTING. THE TESTING LAB SHALL SUBMIT A LETTER SIGNED BY A TX ENGINEER STATING THAT ALL ITEMS WERE CONSTRUCTED AND INSTALLED PER PLANS. 14. ALL SUBMITTALS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 15. THE OMISSION OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. 8'-0" BELOW FINISHED GRADE TOP OF SHAFT POLE AND GALVANIZED ANCHOR RODS PER MANUFACTURER FINISHED GRADE • —m—n 1-1 ' 1=1 1=1• I I_ • • • • • EXPOSED CONC SHALL BE RUBBED SMOOTH 02) CONDUIT PER SOLAR LIGHT MANUFACTURER 30"0 DRILLED PIER " CLR 8-#9 VERTICAL #3 HOOP @ 12". AT TOP BARS EQ SPA PROVIDE 5 HOOPS @ 3" • • 1Ya" DEEP SAW CUT JOINT WITHIN 12 HOURS AFTER CONCRETE IS PLACED OR INSTALL A PREFORMED CONTRACTION JOINT AS APPROVED BY THE ENGINEER. CONTRACTION JOINT MAY BE FULL DEPTH. FILL WILL JOINT SEALANT CONFORMING TO ASTM C 920, TYPE S, GRADE NS, USE T AND COLORED GREY. REINF PER PLANS CONTROL JOINT DETAILS 6" = 1'—°" 16 %" BACKER ROD OR A PREFORMED EXPANSION JOINT CAP AS APPROVED BY THE ENGINEER SILICONE SEALANT CONFORMING TO ASTM C 920, TYPE S, GRADE NS, CLASS 10960, USE T AND COLORED GREY Y2" BITUMINOUS FIBER BOARD OR PRESSURE TREATED PINE PLYWOOD SEALED JOINT DETAILS 6n = 1'—On EXISTING GRADE AT TIME OF GEOTECH DRILLING OPTIONAL SLIPCOVERS / FOR EXPOSED REBAR TOP OF PIER 12"0 DRILLED PIER J U #3 TIES @ 6" 3-#6 VERT SEALED JOINT (TYP) SLOPE 0 (—) 0 CC — 15 PIER DETAILS I v2' _ r-0'04) 12 #4-118 HOOKED BAR @ 18" MAX SPA AREA PAVING WITH #3@18" OCEW PLACED OVER COMPACTED GRADE (RE: GENERAL NOTES) GRADE BEAM. REINF OMITTED FOR CLARITY 3" TYP 3/4" PERIMETER CHAMFER FINISHED GRADE 1=111E1I1=1II =1 11E111-1 I 11II1_1111 �111E111- 11. 111- #4, TWO PER FACE PROVIDE #4 CORNER BARS WITH 24" LEGS 0 CV / / / / / / / / / / / / ii15'-1%" SEALED JOINT AROUND PERIMETER OF GRADE 6 CONTROL JOINT (TYP) CONTROL JO NT (TYP) PR'QVIDE ADDITIONAL #3x48" DIAGQNAL BARS SPACED 3" FROM\EDGE AND EACH OTHER (TYP A\L CORNERS) AREAPAVING LIMITS. PROVIDE PERIMETT HEADER — J U N) 3'-0" MIN DOWEL PROJECTION 3" (TYP) #4 VERT @ 32" MAX (WHERE REQ'D) (TYP) #4 DOWEL @ 32" MAX. PROVIDE DOWEL AT EACH CORNER (TYP) HORZ JOINT REINF @ 16" VERT SPA (TYP) 8" FULLY GROUTED CMU BACKUP WALL PER SECTIONS (TYP) #4 W/12" HOOK AT EACH END CC J LONG BARS FROM TYPICAL SECTION 12" DRILLED PIER (TYP) 3'-0" 7'-2Y"' CONCRETE GRADE BEAM #4 W/12" HOOK AT EACH END AREA PAVING AND CONTROL JOINT LAYOUT 1/4'=r-0'(3) #4 TIES @ 6" MAX SPA. PLACE 3" FROM ANY EDGE. CENTER LAP 30" MIN DOWEL TO EXTEND A MIN OF 15" INTO GRADE BEAM (TYP) #3x24" DOWEL @ 18" MAX SPA EMBED 12" AROUND PERIMETER. DRILL AND BOND WITH EPDXY ADHESIVE OR USE SPEED DOWELS AT THE OPTION OF THE CONTRACTOR. WIDENEND SECTION 3/4" =11—o" 6 U • 1'-O" #4 VERT @ 32" MAX (WHERE REQ'D) (TYP) #4 DOWEL @ 32" MAX. PROVIDE DOWEL AT EACH CORNER (TYP) HORZ JOINT REINF @ 16" VERT SPA (TYP) 8" FULLY GROUTED CMU BACKUP WALL PER SECTIONS (TYP) J U #4 @ 6" SPACING PROVIDE ANCHORAGE HOOK AT EACH END (LONG BARS) 12" DRILLED PIER (TYP) 3'-0" / CONCRETE GRADE BEAM #3 TIES @ 12" MAX SPA. PLACE 3" FROM ANY EDGE OR CORNER. CENTER LAP 24" MIN #3x24" DOWEL @ 18" MAX SPA EMBED 12" AROUND PERIMETER. DRILL AND BOND WITH EPDXY ADHESIVE OR USE SPEED DOWELS AT THE OPTION OF THE CONTRACTOR. n25'-63/" TYPICAL SECTION 3/4" = 1'—o" CIII=NT CITY OF COLLEGE STATION Home of Texas Ar M University® CITY OF COLLEGE STATION 1101 TEXAS AVE. COLLEGESTATION, TX 77840 T 979-764-3500 ARCHITECT PGAL PGAL 3131 Briarpark Dr. Suite 200 Houston, TX 77042 T 713 622 1444 F 713 622 1444 www.pgal.com REGISTRATION Copyright © 2022 DRAWING HISTORY Ng. DATE DESCRIPTION PROJECT NAME CITY OF COLLEGE STATION ENTRY MONUMENT SIGN PROJECT LOCATION HWY 47 AND HWY 60 INTERSECTION PROJECT NUMBER 1003715 SHEET TITLE STRUCTURAL PLAN DETAILS SHEET NUMBER PIER AT SOLAR PANEL 1/2"=1'—o>u 21 AREA PAVING SECTION 3/4" = 9 GRADE BEAM AND PIER LAYOUT 1/4" =1'—o. 1 s1.01 City of College Station Gateway Monument Sign Maintenance Plan Location: The monument will be located between the southeast bound frontage road and main lanes south of Highway 47 at the intersection of Highway 60 within the TXDOT Right of Way. The sign location is accessible by the southeast bound feeder road and there is ample room on the site for staging for construction and maintenance activities. Traffic Control will not be needed for maintenance activities. Description: The monument will be constructed with durable materials on a structural foundation. There will be no landscaping features requiring irrigation or maintenance. Maintenance Requirements: Monument: For the first year the contractor will be responsible for maintenance and repairs to the sign. Once the 1-year construction warranty has expired the City of College Station will take over responsibility for maintenance and repairs. The monument will be inspected on a quarterly basis yearly and maintenance activities or repairs will take place as they are required. Maintenance will include restoration work to maintain the integrity of the approved Gateway Monument, maintenance of lighting/solar system, and graffiti removal as required. The monument will be kept clean, free of graffiti and in good repair. Graffiti removal shall conform to the most current TXDOT policies and guidelines, which require prompt removal of offensive messages and timely removal of all other graffiti. Landscaping: The surrounding grass area will be mowed by typical TXDOT mowing schedules, however additional weed edging needed to keep the sign from being overgrown with weeds and grass will be done by the City of College Station as needed throughout the year.