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09-09-2024 (Parks & Recreation) Agenda PacketCALL TO ORDER PRESENTATIONS COMMENTS ON NON -AGENDA ITEMS Any member of the public may address Board regarding an item that is not listed on the Agenda. Members of the public must fill out a form prior to the meeting in order to speak. Board requests that comments be limited to three minutes for an individual, six minutes for a group. In addition, Board is not allowed to converse, deliberate or take action on any matterpresented during citizen participation. REGULAR AGENDA 1. Consider, and act upon, approval of the August 12, 2024 Parks and Recreation Board Regular Meeting Minutes. 2e Consider, and act upon, approval of the Non -Profit Park Event Application for the Jingle Bell Jog 5K/Fun Run at Founders Park on December 7, 2024. 3. Consider, and act upon, approval of the proposed requirement for Non -Profit Park Event applicants to have a representative attend a Parks and Recreation Board Regular Meeting as a prerequisite for event approval. WORK SESSION DVS 1. General Board and Department Information. WS2. Program and Event Updates. WS3. Wylie/Murphy Trail Connection. )VS4. Project Updates. RECONVENE INTO REGULAR SESSION EXECUTIVE SESSION RECONVENE INTO OPEN SESSION Take any action as a result from Executive Session. ADJOURNMENT age 11 1 CERTIFICATION I certify that this Notice of Meeting was posted on September 6, 2024 at 5:00 p.m. on the outside bulletin board at Wylie City Hall, 300 Country Club Road, Building 100, Wylie, Texas, a place convenient and readily accessible to the public at all times. Stephanie Storm, City Secretary Date Notice Removed The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. If during the course of the meeting covered by this notice, the Board should determine that a closed or executive meeting or session of the Board or a consultation with the attorney for the City should be held or is required, then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act, Texas Government Code § 551.001 et. seq., will be held by the Board at the date, hour and place given in this notice as the Board may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act, including, but not limited to, the following sanctions and purposes: Texas Government Code Section: § 551.071— Private consultation with an attorney for the City. § 551.072 — Discussing purchase, exchange, lease or value of real property. § 551.073 — Discussing prospective gift or donation to the City. § 551.076 — Discussing deployment of security personnel or devices or security audit. 2 0910912024 Item 1. Department: Parks and Recreation Prepared By: Janet Pieper Wylie Parks and Recreation Board Account Code: and act upon approval of the August 12, 2024, Parks and Recreation Board Regular Meeting Minutes. to approve Item as presented. minutes are attached for your consideration. 0 0910912024 Item 1. Wylie Parks and Recreation Board Regular Meeting Minutes August 12, 2024 — 5:30 pm Council Chambers - 300 Country Club Road, Building #100, Wylie, Texas 75098 CALL TO ORDER Board Chair Beaux Dyson called the regular meeting to order at 5:31 p.m. The following Parks and Recreation Board members were present: Vice -Chair Nick Puente, Board Member Gloria Suarez, Board Member Brian Arnold, Board Member Scott Hevel, and Board Member C'Ne Turner. Board Member Tarah Harrison was absent from the meeting. Staff present included Parks and Recreation Director Carmen Powlen, Assistant Parks and Recreation Director Brent Stowers, Parks and Recreation Administrative Assistant Janet Pieper, and Parks and Recreation Department Supervisors, Julie Pannell, Annika Sacco, Katy Burton, Ron Thompson, and Irriation Technician Matt Green. PRESENTATIONS PRl. Parks and Recreation Department Supervisors gave a division overview presentation. CITIZEN COMMENTS ON NON -AGENDA ITEMS No citizens came forward. REGULAR AGENDA 1. Consider, and act upon, approval of the August 12, 2024, Regular Parks and Recreation Board Meeting Minutes. Board Action A motion was made by Board Vice -Chair Puente, seconded by Board Member Arnold, to approve the August 12, 2024, Regular Parks and Recreation Board Meeting Minutes. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. 2. Consider, and act upon, approval of the Non -Profit Park Event Application from the Wylie P.O.L.I.C.E. Club to hold their annual softball tournament at Founders Park on November 211d and 3rd, 2024. Board Action A motion was made by Board Member Suarez, seconded by Board Member Hevel, to approve the Non -Profit Park Event Application from the Wylie P.O.L.I.C.E. Club to hold their annual softball tournament at Founders Park on November 2nd and 3ra, 2024. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. 3. Consider, and act upon, approval of the Non -Profit Park Event Application from the Cure Sanfilippo Foundation to hold the 3rd Annual Do it for Declan 5K and Fun Run event at Founder's Park on Saturday, December 14, 2024. Page 1 of 3 August 12, 2024, Parks and Recreation Board Regular Meeting Minutes 0 0910912024 Item 1. Board Action A motion was made by Board Vice -Chair Puente, seconded by Board Member Turner, to approve the Non -Profit Park Event Application from the Cure Sanfilippo Foundation to hold the 3' Annual Do it for Declan 5K and Fun Run event at Founder's Park on Saturday, December 14, 2024. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. 4. Consider, and act upon, approval of the amended 2024 Parks and Recreation Board Meeting and Tour Calendar. Board Action A motion was made by Board Member Arnold, seconded by Board Member Hevel to approve the amended 2024 Parks and Recreation Board Meeting and Tour Calendar. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. 5. Consider, and act upon, approval of the recommendation to amend the Parks and Recreation Board Bylaws. Board Action A motion was made by Board Member Hevel, seconded by Board Member Suarez, to approve the recommendation to amend the Parks and Recreation Board Bylaws. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. WORK SESSION WSI. Project Updates Assistant Parks and Recreation Director Brent Stowers provided updates on the department's current and future projects. WS2. Program and Event Updates Parks and Recreation Administrative Assistant Janet Pieper reviewed updates on department programs and events. WS3. Volunteer Opportunites Parks and Recreation Supervisor Julie Pannell provided information on fall 2024 volunteer opportunities. ADJOURNMENT A motion was made by Board Member Suarez, seconded by Board Member Turner, to adjourn the meeting at 6:46 p.m. A vote was taken, and the motion passed 6-0, with Board Member Harrison absent from the meeting. Page 2 of 3 August 12, 2024, Parks and Recreation Board Regular Meeting Minutes 5] 0910912024 Item 1. Beaux Dyson, Board Chair ATTEST: Janet Pieper, Administrative Assistant Page 3 of 3 August 12, 2024, Parks and Recreation Board Regular Meeting Minutes 6] 0910912024 Item 2. Department: Parks and Recreation Prepared By: Janet Pieper Wylie Parks and Recreation Board Account Code: - - - sider, and act upon, approval of the Non -Profit Park Event Application from the Watkins PTA for the Jingle Bell Jog Fun Run/Walk at Founders Park on December 7, 2024. to approve the Item as presented. Jingle Bell Jog is a repeat fundraiser event hosted by the Wally W. Watkins PTA, a non-profit organization, at Foi on Saturday, December 7, 2024, from 5 am to I pm. The applicant plans to sell participant registrations, spirit sticks, beverages provided by the application and food vendors. 600 attendees are expected to participate in the event. 0 0910912024 Item 2. IAICI"' OF WYLIE Parks & Recreation Department 300 Country Club Rd, Building 100 Wylie, TX 75098 972-516-6340 1 Parks@wylietexas.gov Please note that this application is NOT required in order to reserve a pavilion or gazebo for typical private group parties, meetings, reunions, or family events. It is also NOT required to reserve an athletic field for practices or pick up games; instead click on the following link to make a reservation: hftps.,//anc.apm.activecommunities.com/wylie Submission of this Non -Profit Park Event Application is required for special public non-profit events, 5KIfun runs, fundraisers, events with food and/or merchandise vendors, and all events wherein items will be sold. This form is reviewed by staff for approval prior to the requested event and must be submitted a minimum of twelve weeks in advance, and no sooner than 6 months prior to the event date being requested, After City staff reviews the application, a Non -Profit Park Event Application may be considered for recommendation of approval by the Wylie Parks and Recreation Board, with the final review for approval completed by Wylie City Council if staff finds that: ® Priority use is given to City Events and private rentals; * All fees have been paid; * The event does not., a. Conflict or compete with another approved non -City event, in consideration of event size, location, expected attendance, etc,, as determined by staff,, b. Conflict or compete with City events and programs, as determined by staff (no car shows permitted 30 days prior to or 14 days after the City -sponsored Bluegrass on Ballard event); c. Present an unreasonable danger to health or safety; d. Cause loss or damage to City property, e . Interfere with or place a burden on Public Safety services; f. Interrupt the safe and orderly movement of pedestrians and vehicles. ® For events including food items, applicant provides documentation from the Collin County Environmental Services indicating whether or not a Food Service/Health permit is required for the event. This includes all food items: sold, free, food trucks, catering, homemade, prepackaged, etc.; a. Please contact the Environmental Services Specialist at 972-548-5528 or 972-548-5585. The Collin County website is www, collincountytx.gov for further information. b. If permit is required by Environmental Services, provide staff with a list of all planned food vendors and a copy of their current Collin County Food Service/Health permit, or intent to receive a Temporary/Short-Term Event Food ServicelHealth Permit. ® There will be adequate sanitation available in or adjacent to the event, in addition to the City facilities as deemed necessary, such as port -a -lets, wash stations, and other required health facilities. * The event is not being conducted for unlawful or discriminatory purposes. The event is in adherence to all Parks and Recreation rules and City Ordinances. Please call the Parks and Recreation Department at 972-516-6340, prompt 1, if you have any questions pertaining to the Park Event Application. Applicant Information 0 0910912024 Item 2. Name of Organization* Website Wally W Watkins PTA Are you a non profit?* Please upload 501c3 Documents Yes No Tax Exemption form-2024.pdf 1.83MB Contact Information Primary Contact Name* Kate Forner Event Information Event Name/Title* Jingle Bell Jog 5K & Fun Run/ Walk Event Type* 5k/Walk Purpose of event* 5K & Fun Run/Walk Proposed Event Date* 12/07/2024 Start Time* 05:00:00 AM Include Setup Alternative Event Date* 12/14/2024 End Time* 01:00:00 PM Include Cleanup Do you plan to sell items of any kind? example. drinks, food iterns, t-shirts, snow cones, mernberships, registrations etc, Yes No Please specify all items you plan to sell Day of Registration; Spirit Sticks; Food and Beverages Will there be food items provided? Yes No Please specify the types of food items to be provided Cookies; Hot Chocolate; Coffee; Breakfast Pastries Who is providing the food? Applicant Food Vendor Other Both Applicant an( 0 0910912024 Item 2. Anticipated number of Participating Vendors* Anticipated Event Attendance 3 600 Event Target Audience* Wylie Community MINNIMM Wally Watkins Annual 5k & Fun Run/ Walk to kick off the holiday season and promote healthy lifestyles for our students and families. Event Announcement and/or Flyers Sample Flyer from last year.jpeg am= Date * 08/16/2024 MMIMM 1 0910912024 Item 3. Department: Parks and Recreation Prepared By: Janet Pieper Wylie Parks and Recreation Board U N � 0 cl 4 Z I llil 4 191 Account Code: ter, and act upon, approval of the proposed requirement for Non -Profit Park Event applicants to have a a Parks and Recreation Board Regular Meeting as a prerequisite for event approval. to approve the Item as presented. recommends that all Non -Profit Park Event applicants or their representatives attend a Parks and Recreation Board Regi ing to present organization details, discuss fundraising goals, outline event plans, provide feedback on the success of ous year's event, if applicable, and answer questions from Board Members. Department: Parks and Recreation Prepared By: Janet Pieper Board and Department Information. Wylie Parks and Recreation Board Account Code: and Recreation Department staff will review general Board and department information and answer any questions. 1 0910912024 Item Department: Parks and Recreation Prepared By: Janet Pieper gram and event updates. Wylie Parks and Recreation Board FA N � 0 cl 4 Z I l-YA 4 191 Account Code: the Parks and Recreation Department's recent and upcoming programs and events. F13] 0910912024 Item WS3. Department: Parks and Recreation Prepared By: Janet Pieper lie/Murphy Trail Connection. Wylie Parks and Recreation Board Account Code: cussion on the City of Murphy's Maxwell Creek Trail connection to the City of Wylie's Woodbridge Trail. The intent this connection to eventually connect Wylie to Breckenridge Park in Richardson. OWNER CITY OF MURPHY 206 N. MURPHY ROAD MURPHY, TX 75094 972-468-4000 MAYOR SCOTT BRADLEY CITY COUNCIL ELIZABETH ABRAHAM, MAYOR PRO TEM PLACE 1 SCOTT SMITH PLACE 2 ANDREW CHASE PLACE KEN OLTMANN, DEPUTY MAYOR PRO TEM PLACE 4 LAURA DEEL PLACE 5 JENE BUTLER PLACE 6 GTY OF MURPHY LIFE LIVED AT YOUPACE TN CITY OF MURPHY, TEXAS SIDEWALK PROJECT T- I PROJECT NO. 23-12CPW-4 m > A O A m < �. N 1R WILLOW WOOD ST m _ LN _..... W F M. 544 __. E F M 544 ....... Sy . �ITI� MURPHY Q PROJECT 0 _ O v _. LOCATION BUNNY RUN BERTRANDDR GLENWOOD DR, WYLIE MIMOSA DR _ KINNEYDR, -' 'O OAK BLUFF Q, EEO OR' CAE � PRV SACHSE SASSY DR, . .. RIDGEVIEW DR. '.. GENERAL MAP MAPSCO 661 PROJECT LOCATION MAP N.T.S INDEX OF SHEETS SHT NO. TITLE 1 COVER 2-3 3 GENERAL NOTES AND LEGEND [� 4 QUANTITIES & ALIGNMENT DATA W [� 5 TYPICAL SECTION & SITE PLAN F- U 6 SIDEWALK PLAN & PROFILE BEGIN TO STA. 5+00 W� 7 SIDEWALK PLAN & PROFILE STA. 5+00 TO END 8 MCCREARY RD MEDIAN CROSSING a ;:�4 9 CULVERT PLAN & PROFILE A'' 10 NORTH & SOUTH WINGWALLS 11 DETAILS h�K O Q I�i U TXDOT STANDARD DETAILS SCP-8 SINGLE BOX CULVERT PRECAST 8'-0' SPAN PW-20 CONCRETE WINGWALLS FOR BOX CULVERT HANDRAIL-PRI 1 PEDESTRIAN RAIL SET P-PD SAFETY END TREATMENT FOR 12" DIA TO 72" DIA PIPE CULVERTS TYPE 11 SRR STONE RIPRAP PED-18 PEDESTRIAN FACILITIES CURB RAMPS PRELIMINARY FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER SUPERVISION OF: WADE J. BARNES 120012 4/16/2024 P.E. No. Date III_ NEEL—SCHAFFER = Solutions you can build upon 515 HOUSTON STREET, SUITE 651 TEL. (817)870.2422 FORT WORTH, TX 76102 FAX (817)870-2489 TEXAS REG. No. F-2697 0910912024 Item WS3. GENERAL CONSTRUCTION NOTES 1. SPECIFICATIONS AND COMPLIANCE CONSTRUCTION OF ALL WORK SHALL COMPLY WITH (IN ORDER OF PRIORITY) THESE PLANS AND SPECIFICATIONS, CITY OF MURPHY/PLANO CONSTRUCTION STANDARDS OR THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (WHEN THE OWNER DEEMS NECESSARY), CURRENT EDITIONS. COPIES OF THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (N.C.TC.O.G.) "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION" ALONG WITH THE I AIFS'r AMENDMENTS MAY BE OBTAINED FROM THE NORTH TEXAS CENTRAL COUNCIL OF GOVERNMENTS, PO DRAWER 5888, ARLINGTON, TEXAS 76005-5888, PHONE 817-640-3300; ALSO AVAILABLE AT ww.nctcog.org/envir/SEEDevll'.:x/pubworks/standards.asp A COPY OF THE CONTRACT DOCUMENTS, PLANS AND SPECIFICATIONS SHALL BE AVAILABLE ON SITE AT ALL TIMES BY THE CONTRACTOR. 2. EXISTING UTILITIES: THE LOCATION AND DIMENSIONS SHOWN ON THE PLANS RELATIVE TO EXISTING UTILITIES ARE BASED ON THE BEST INFORMATION AVAILABLE AND ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT HE MAY NEGOTIATE SUCH LOCAL ADJUSTMENTS AS NECESSARY IN THE CONSTRUCTION PROCESS TO PROVIDE ADEQUATE CLEARANCES. ALL UTILITIES ARE TO BE LOCATED INCLUDING POTHOLING BEFORE ANY CONSTRUCTION BEGINS AND WITH THE OWNER'S APPROVAL. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN ORDER TO PRO1FCf ALL. SERVICES ENCOUNTERED- ANY DAMAGE TO UTII. ITFS RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT HIS EXPENSE. TEXAS SIATE LAW, ARTICLE 14MC, MAKES UIHAWPUL. THE OPERATION OF EQUIPMI;;..NT OR MACHINES WITHIN 10 FEET OF ANY OVERHEAD EL.ECLRICAL LINE, UNLESS DANGER AGAINST CONTACT WITH HIGH VOLTAGE LINES HAS BEEN EFFECTIVIFY PROVIDLI), PURSUANT TO THE PROVISIONS OF THE; ARLICHF WHEN CONSTRUCTION OPERATIONS REQUIRE WORKING HEAR AN OVERHEAD ELECTRICAL. LINE, TI-IL CONTRACTOR SHALL CONTACT THE OWNER/OPERATOR OF THE OVERHEAD ELECTRICAL LINE TO MAKE ADEQUATE ARRANGEMENTS AND TO TAKE NECESSARY SAFETY PRECAUTIONS TO ENSURE THAT ALL LAWS, ELECTRICAL LINE OWNER/OPERATOR REQUIREMENTS AND STANDARD INDUSTRY SAFETY PRECAUTIONS ARE MET. ALSO SEE GENERAL NOTE NO. 3D. THE CONTRACTOR SHALL CONTACT THE FOLLOWING UTILITY COMPANIES 72 HOURS PRIOR TO DOING ANY WORK IN THE AREA: A_ CITY OF MURPHY PUBLIC WORKS (MATT FOSTER) (9/2) 168-4396 B. 1ARMERS EI.ECTRIC COOPERATIVE INC. (FRANK SPATARO) (9W) 455-1715 EXT4083 C. CHOSE ELECTRIC DISTRIBUTION (RICHARD BREWSTER) (214) 486-4245 D. ATMOS MIDTX (CARY S WILBURN) (972) 964-4108 E COSERV GAS LTD (LANCE TAHCHAWWICKAH) (940) 321 7800 EXT 6936 E PHILLIPS 66 PIPELINE LLC (BEAUX BROACH) (832) 765-1758 G- TIME WARNER CABLE/SPECTRUM (PATRICK ABUTS) Patrick Sou Is©ch arter. corn H. FRONTIER COMMUNICATIONS INC- (WII...L..IAM KING) (469) 978-2890 L CTLQN—CENTURY LINK (ALAN SMITH) (918) 547-0050 J. SPRINT NEXTEL (JAMES B STUART) (972) 791-8556 K. NORTH TEXAS MUNICIPAL WATER DISTRICT (ERIC DAUGHTRY) (469) 626-4569 L EXPLORER PIPELINE (918) 591 3141 3, HORIZONTAL DATUM IS REFERENCED TO NAD '83, VERTICAL DATUM IS REFERENCED TO NGVD '88. 4. PROTECTION OF EXISTING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM THE FOLLOWING: A. PROVIDE EXTENSIVE PHOTOS AND VIDEOS TO THE CITY BEFORE ANY WORK TAKES PLACE B_ PREVENT ANY PROPERTY DAMAGE 10 THE OWNER'S POLES, FENCES, SHRUBS, MAILBOXES, E.. fC. C. PROVIDE ACCESS TO DESIGNATED DRIVES DURING CONSTRUCTION. D. PROTECT ALL UNDERGROUND AND OVERHEAD UTILITIES AND REPAIR DAMAGES. ALSO SEE GENERAL NOTES NO. 2, E NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. F. WORK IN CLOSE PROXIMITY TO PROTECT EXISTING UTILITY MAINS, LIGHTS AND POLES. G. ANY ITEM NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO REMOVING THAT ITEM OR IT SHALL BE REPLACED AT THE CONTRACTOR'S OWN EXPENSE. H. ANY TREE, SHRUB, OR GRASSED AREAS DAMAGED BY THE CONTRACTOR'S WORK OUTSIDE THE GENERAL CONSTRUCTION AREA SHALL BE REPAIRED OR REPLACED TO THE PRE —PROJECT CONDITION, OR BETTER, AT THE CONTRACTOR'S EXPENSE. 5, COORDINATION OF WORK: IT' SHALL BE THE RESPONSIBILITY OF THE CONURACTOR 10 COORDINATE HIS WORK WITH ANY ;PUBLIC OR PRIVATE UrIL.ITY ENGAGED IN INSTALLATION OF NEW OR ADJUSTMENT OF F-XISTING FACILITIES ON THE PROJECT SITE ALL. PEIASES OF CONSTRUCTION MUST BE COORDINATED WITH TNE. OWNER. THE CONTRACTOR SHAL..L.. MAINTAIN MAINS AND SERVICES AND RESTORE SERVICE IN CASE OF ANY DAMAGE: 6, GLNYRAL SITE PREPAPA110N, AND CLEAN-UP FOR FINAL- ACCF.PTANCLGENERAI- SITE PREPARATION WILL CONSIS( OF ALL OTHER ITEMS AND WORK NOT SPFCHICALLY CAL[ F.[) OUF IN OTHER ITEMS THE. CONTRACTOR SHALL. MAKE. A FINAL- CLEAN-UP OF A] L. PARTS OF THE WORK BEFORE ACCEPTANCE. THIS CLEAN-UP SHALL. INCLUDE RFMOVAI OF AL...L OBJF.CTIONABLL MA"IERIAUS AND IN GiLDLkAL, PREPARING THE SITE 01 THE WORK IN AN ORDFRI Y MANNER OF APPEARANCL. THIS WORK AND FHL NCCLSSARY GRADING SHALL. UI.: INCIDFNI AL, FXCEP I I OR THE CHANNEL CULVERT IMPROVEM[I_NT, A. HIF PPOJF.C`F SIFF. IS II!:: XPECTING TO LOOK LIKE H WAS HF.FORE CONS`FRUCTION BEGAN WORK. GRADING AND ORA,INAGF. IS IHL MOST IMPORRIA T ITEM. 7, A]L.. EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL. COMPLY WIT[-i ME RI QUIREMENTS 01' THE U. S. DEPARTMLNT OE LABOR, OSHA, "CONST. SAFETY AND HEALTH RFGULA"IIONS.", VOL 29, SUBPART P. PG. 128 - 137, AND ANY AMENDMENTS I H' RETO. 8, MATH: RIALS: THE CONTRACTOR SHALL. US! P: MATRIAL ..S FIAT MET ASIM SPECH CA11ONS AND THE REQUIREMFNTS OF THE APPROPRIATE IF M DETAIL..ED IN THESE FUANS AND SPECIFICATIONS OR AS DESCRIBED IN THE "NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", THE "TXDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREE.r AND BRIDGES", AND/OR T F "TEXAS MANUAL.. OF UNIFORM iRAIFIC CONTROL DEVICES", CURRENT EDITIONS- ALL. MATERIALS AND EQUIPMENT FURNISHED UNDITR THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. IF REQUIRED BY THE OWNER, THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. 9, ITEMS OF WORK NECESSARY TO COMPLETE THE PROJECT FOR WHICH NO PAY ITEM EXISTS, WILL BE INCIDENTAL TO THE PAY ITEM WITH WHICH IT IS MOST CLOSELY ASSOCIATED, OR TV THE PAY ITEM "GENERAL SITE PREPARATION AND GRADING", AND WILL NOT BE PAID FOR SEPARATELY. 10. A LIST OF ITEMS AND A SCHEDULE OF PLAN QUANTITIES IS GIVEN ON SHEET 4. THE QUANTITIES GIVEN ARE FOR INFORMATION PURPOSES. FINAL QUANTITIES MAY VARY FROM PLAN QUANTITIES (EXCEPT WHERE NOTED). THE CONTRACTOR SHALL VERIFY AND CONFIRM TO i-iiS SATISFACTION THE TYPE OF WORK TO BE PERFORMED AND THE QUANTITY OF WORK TO BE PERFORMED AND BID ACCORDINGLY. it THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, IRRIGATION, SODDING OR SEEDING, DRIVEWAYS, PRIVATE YARDS, AND ROADWAYS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FOR ALL CONSTRUCTION STAKING BY A REGISTERED RPLS OF THE STATE OF TEXAS. 13. CONTRACTOR MUST HAVE ALL LEVELS OF WORK INSPECTED BY THE CITY INSPECTOR. CONTRACTOR CAN NOT CONTINUE UNTIL INSPECTION HAS BEEN COMPLETED. ANYTHING COVERED UP WITHOUT APPROVAL.. OF THE INSPECTOR WILL BE UNCOVERED AT THE CONTRACrOR'S EXPENSE. SO THE INSPECTOR CAN VIEW IT. A. THE CONTRACTOR MUST CONTACT MATT FOSTER 24 HOURS IN ADVANCE FOR ANY TYPE OF INSPECTION OR TESTING (NO EXCEPTION). 14, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS ARISING FROM CONSTRUCTION ACTIVITIES AT A MINIMUM ON A DAILY BASIS- 15_ ANY AREAS THAT ARE UNABLE TO BE MOWED BY PROPERTY OWNERS DUE TO CONSTRUCTION ACTIVITIES AND/OR SIGNAGE, SHALL BY MOWED BY THE CONTRACTOR. SITE SHALL BE MAINTAINED IN ACCORDANCE TO NCTCOG SPEC. 107.25. 16, THE CONTRACTOR IS REQUIRED TO VIDEO THE ENTIRE CORRIDOR(S) FOR THE ENTIRE LENGTH OF THE PROJECT PRIOR TO CONDUCTING ANY CONSTRUCTION ACTIVITIES. A DIGITAL COPY SHALL BE PROVIDED TO THE CITY ON A COMPACT DISC OR FLASH DRIVE. 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL FOR THIS PROJECT INCLUDING ANY DETOUR SIGNAGE FOR THE PHASING OF THE WORK PER MUTCD STANDARDS 18. CONTRACTOR'S RESPONSIBILITY FOR THE WORK: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NSTAI...L..ATIONS UNTIL ACCH.PTED AS RE.QUIRFD BY THE GENERAL. PROVISIONS AND REQUIRE.MLNTSS 19- THE. CONTRACTOR IS RESPONSIBI E. FOR MAINTAINING A CLEAN AND ORGANIZED WORKSITL- 20- THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INCLUDING CITY PERMIIS- 404 PERMITTING HAS BEEN PROVIDED BY THE CITY/ENGINEER. 21, THE CONTRACTOR IS RESPONSIBLE FOR WORKING WITHIN THE CONSTRUCTION LIMITS AS DESIGNATED ON THE PLAN SHEETS. 22, ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION.IN THE EVENT THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION OR IMPROVE THE ERODED AREA AS SOON AS POSSIBLE. 23. ALL EXCESS SOIL IS TO BE BROUGHT TO THE CITY PUBLIC WORKS STORAGE FACILITIES. THE STORAGE PILE CAN BE ACCESSED ON N. MURPHY RD. JUST NORTH OF THE RR ON THE EAST SIDE OF ROAD. SOIL IS TO BE PLACED ON THE TOP OF THE PILE AND SPREAD BY THE CONTRACTOR AS NEEDED DURING THE PROJECT AND ONE LAST TIME WHEN PROJECT IS FINISHED. A. THE CITY WANTS ONLY CLEAN SOIL. B. THE CITY WILL NOT ACCEPT ANY SOIL THAT HAS ANY KIND OF DEBRIS SUCH AS ROCK, CONCRETE, GRASS, ROOTS, TREE LIMBS, BRICKS, TRASH, ETC. ANY LOADS WITH ANY OF THE ABOVE ITEMS IN THE SOIL WILL BE ASKED TO HAUL THOSE LOADS SOMEWHERE ELSE EVEN IF THE CONTRACTOR HAS ALREADY DUMPED IT. CONTRACTOR SHALL REMOVE ANY REJECTED LOADS OF SOIL AT HIS OWN EXPENSE. 24, SOD: SOD SHALL BE FURNISHED TO ESTABLISH GROUND COVER NEST TO THE TRAIL AS AN EROSION CONTROL MEASURE, The CONTRACTOR SHALL NOT WAIT UNTIL COMPLETION OF THE ENTIRE PROJECT BEFORE DOING WORK. THE PROJECT SHALL NOT BE ACCEPTED BY THE CITY OF MURPHY PRIOR TO THE ESTABLISHMENT OF AT LEAST 80% GROUND COVER. 25, THE PAY ITEM FOR "BLOCK SODDING" SHALL INCLUDE ALL WATERING OF SOD DURING THE RESTORATION AND ESTABLISHMENT. SOD PLACED IN ACCORDANCE TO NCTCOG ITEM 201.1, 26, SEED: SEED SHALL BE PROVIDED MATCHING NATIVE GRASSES FOR THE REGION. THE DISTURBED AREA BEYOND THE REQUIRED SOD LIMITS SHALL BE SEEDED PER SECTION 2D26 OF THE NCTCOG SPECIFICATIONS. HYDROMULCH OR SODDING AND WATERING SHALL BE PAID FOR BY THE SQUARE YARD PER PLAN QUANTITY FOR HYDROMULCH. THE PROJECT SHALL NOT BE ACCEPTED BY THE CITY OF MURPHY PRIOR TO THE ESTABLISHMENT OF AT LEAST 80% GROUND COVER. 27, ANY TREES PROPOSED FOR REMOVAL BY THE CONTRACTOR MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO REMOVAL PAYMENT FOR THIS WORK SHALL BE SUBSIDIARY TO THE SITE PREPARATION AND GRADING BID ITEM. 28, STUMPS AND ROOTS TO BE REMOVED ENTIRELY AS PART OF GENERAL SITE PREPARATION 29, AREAS ADJACENT TO THE SIDEWALK, PAVEMENT OR CURB. SHALL BE BACKFILLED WITH NATIVE MAT[U RIAL AND FOUR (4) INCHES TOPSOIL_ IF THERE IS AN INSULT GENT QUANTITY OF TOPSOIL IN THE NATIVE MATERIAL, THE CONTRACTOR SHALL SUPPLY TOPSOIL AT NO ADDITIONAL COST TO THE OWNER. AFTER THE LOCATIONS HAVE BEEN BACKFILLED WITH TOPSOIL, FOR PAVEMENT AND SIDEWALK AREAS; THE CONTRACTOR SHALL PLACE A THIRTY SIX (36)INCH STRIP OF SOD ALONG ALL UNPAVED EDGES OF THE NEW PAVEMENT OR WALK- THE TYPE OF SOD SHALL BE THE GRASS TYPE THAT IS MOST PREVALENT IN THE SURROUNDING AREA. THE CONTRACTOR WILL BE RESPONSIBLE FOR WATERING AND MAINTAINING "LIVE" SOD UNTIL THE PROJECT IS ACCEPTED OR UNTIL.. THAT AREA HAS BEEN ACCEPTED BY THE. OWNER, 30- ALL. FMBANKMLT SHAH... BE COMPACTION TESTED AT TF RATE OF ONE TEST LED 50 L_F PER 1.HT L LIFTS SHALL BE NO GREATER THAN 12" LOOSE MATERIAL. TESTS SHALL BE STAGGERED SO THAT TESTS 01 ADJACENT LIFTS ARE NOT DIRECP Y OVER THE PREVIOUS LIT IQ 31, CULVERT BEDDING SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS, CONSTRUCTION PLANS, AND TECHNICAL SPECIFICATIONS AS USED FOR THIS PROJECT. 32- ALL FILL AND SUBGRADE FOR THE CHANNEL CONCRETE APRON, CONCRETE WALLS, AND GROUTED ROCK RIPRAP SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY—FIVE (95%) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR UP TO 2% ABOVE OPTIMUM MOISTURE. CONTENT LIFTS CHAT I. BE AS SPFCHIED PE.R THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY ALL FILL AND SUBGRADF. SHALL BE. TESTED AS INSTAL ..I....ED AND CERTIFIED BY AN APPROVE.[) SOILS LABORA70RY. 33, WHENEVER "GROUTED RIPRAP" OR "GROUTED ROCK RIPRAP" IS CALLED FOR IN THE PLANS IT SHALL. BE GOVERNED BY TXDOT SPECIFICATION NUMBER 432 TYPE R, STONE. RIPRAP AND SHALL BE PER TXDOT DETAIL "SRR" EXCEPT WITH A 21 (TWENTY—FOUR)INCH THICKNESS. GROUT SHALL BE PER TAROT SPECIFICATION 421. 34. FILTER FABRIC MIRAFI LEON, OR APPROVED EQUAL, REQUIRED UNDER ALL RIP —RAP. COST SHALL BE SUBSIDIARY TO RIP —RAP. 35. SAW —CUTTING: THE CONTRACTOR SiiALL PERFORM FULL DEPTH SAW —CUT TO PROVIDE A SMOOTH TRANSITION AT CONNECTIONS TO EXISTING PAVEMENT. ALL SAW —CUTTING WILL BE INCIDENTAL TO THE CONTRACT. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL BE TO THE NEAREST CONSTRUCTION JOINT AND AS APPROVED BY THE INSPECTOR. 3E NO ASPHALT WILL BE CUT UNLESS APPROVED BY THE OWNER. 37_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A CONCRETE MIX (OR MIXES) DESIGN FROM A STATE APPROVED CONCRETE PLANT PRIOR TO THE PRE —CONSTRUCTION MEETING. El TO DRAWING HOI DFR NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE REVISIONS DRAWING INFORMATION pA PRELIMINARY L. DATE BY DESCRIPTION N-S PROJECT NH: 14434,023 FILENAME: COVER AND GEN NOTESA,vg N ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY H A ENGINEER, SHALL BE AT THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER SUPERVISION OF: SCAI..E- SURVEYED BY: DSGN: JA DATE: / wm REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND INCLUDINGATTORNEY'S FEES ARISING OUT OF OR CITY �F MURPHY WADE „_BARNES 120012 a "---- P.E. No Date( 24 CM DATE—/ QIHKD 000 RESULTING BY EXECUTING THE CONTRACTS FOR THE WORK SHOWN IN THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR HEREBY ACKNOWLEDGES THAT HE HAS READ AND HA; ACCEPTED ALI.. GENERAL NOTES AND CONDITIONS EXPRESSED IN THESE DOCUMENTS. LEGEND CIRS 5/8" IRON ROD WITH CAP SET STAMPED "SPOONER 5922" CLIFF IRON ROD WITH CAP FOUND BE IRON ROD FOUND XCF "X" CUT FOUND ® CONTROL POINT 10 TEMPORARY BENCHMARK O PROPERTY CORNER MARKER FOUND - AS NOTED • PROPERTY CORNER SET POWER POLE GUY WIRE T K TELEPHONE MARKER TELEPHONE RISER OTELEPHONE PULL BOX GGMK GAS MARKER OW WATER MANHOLE OW WATER METER N WATER VALVE FIRE HYDRANT OS SAN. SEWER MANHOLE 0 SAN. SEWER CLEANOUT OD STORM DRAIN MANHOLE © IRRIGATION CONTROL VALVE UTILITY RISER/BOX O UTILITY PULL BOX U✓JMK UTILITY LINE MARKER orrs OVERHEAD ELEC. * U.G. TELE. LINE Fo U.G. FIBER OPTIC G U.G. GAS w U.G. WATER ss U.G. SAN. SEWER s� U.G. STORM SEWER ASPHALT EDGE GROUTED ROCK RIP RAP "I PROPOSED 6" CONCRETE SIDEWALK .K ASPHALT PAVEMENT CONCRETEAPRON 12"x12" RIBBON CURB PROP. SEEDINGtTOPSOILISOD III_ NEED-SCHAFFER _ Solutions you can build upon TEXAS REG. No. F-2697 GENERAL NOTES AND LEGEND WORKING NUMBER: SHEET NUMBER: I 14434.023 2 Nt U N A N O z U W 0910912024 Item WS3. STORM SEWER GENERAL NOTES 1, ALL CULVERT PIPE IN THE ROW SHALL BE ASTM C76, CLASS III REINFORCED CONCRETE PIPE (RCP), INSTALLED WITH COMPRESSIVE TYPE JOINTS, UNLESS CAST IN PLACE CONSTRUCTION IS INDICATED IN THE PLANS. 2. REINFORCED CONCRETE PIPE SHALL BE ASTM C76 CLASS III, BEDDED IN CLASS II OR BETTER MATERIAL, AS DEFINED IN ASTM D-2321 AND PLACED AS DIRECTED THEREIN. FOR ALL OTHER PIPE, BEDDING SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. BACKFILL SHALL BE NATIVE MATERIAL COMPACTED TO 95Z STANDARD PROCTOR DENSITY. 3. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER MAXIMUM 50 L.F. OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS LIFT. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND EROSION CONTROL THE CONTRACTOR IS REQUIRED BY THE CLEAN WATER ACT AND EPA REGULATIONS AND THE TPDES AND NPDES GENERAL PERMIT TO DEVELOP A SITE SPECIFIC STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT WHICH INCLUDES ALL AREAS DISTURBED BY THE CONSTRUCTION, INCLUDING BORROW, STAGING AND STORAGE AREAS AND TO SECURE A PERMIT FROM TCEQ. THE SWPPP WITH REQUIRED INSPECTION REPORTS MUST BE KEPT UP ON THE CONSTRUCTION SITE AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SUBMITTING NOTICE OF INTENT (NOD AND NOTICE OF TERMINATION (NOT) DOCUMENTS TO TCEQ. THE CONTRACTOR MUST SECURE A PERMIT FROM TCEQ FOR CONSTRUCTION SITES OF ONE (1) OR MORE ACRES OF DISTURBED AREA WITH COPY OF THE N01 AND THE REQUIRED CONSTRUCTION SITE NOTICE POSTED AT THE CONSTRUCTION ENTRANCE IN CLEAR VIEW OF THE PUBLIC DURING THE CONSTRUCTION. A COPY OF THE OR AND NOT MUST BE SUBMITTED TO THE CITY FOR EACH PERMITTED PROJECT. SEE STATE REGULATIONS GENERAL PERMIT TO DISCHARGE WASTE UNDER THE TEXAS POLLUTION DISCHARGE ELIMINATION SYSTEM (TPDES) NO. 150000, 2, THE CONTRACTOR SHALL CONFORM ACTIVITIES TO THE SWPPP AS SPECIFIED, INCLUDING INSTALLING, MAINTAINING, AND REMOVING POLLUTION CONTROLS, CONDUCTING AND DOCUMENTING INSPECTIONS OF POLLUTION CONTROLS, SPRINKLING FOR DUST CONTROL, MAINTAINING SPILL RESPONSE EQUIPMENT ON -SITE, AND ''GOOD HOUSEKEEPING" POLLUTION CONTROLS INCLUDE SILT FENCE FOR EROSION CONTROL MATS), STABILIZED CONSTRUCTION ENTRANCE, ESTABLISHING GRASS, SPRINKLING FOR DUST CONTROL, ETC. DEPARTMENT. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES_ PAYMENT FOR EROSION CONTROL FEATURES SHALL BE INCLUDED IN THE SWPPP. 4, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS ARISING FROM THE CONSTRUCTION ACTIVITY. 5, THE PAY ITEM ''STORM WATER POLLUTION PREVENTION PLAN / EROSION CONTROL'' SHALL INCLUDE ALL ITEMS NECESSARY FOR PREPARING, PROVIDING, MAINTAINING, AND REPORTING TO SATISFY THE NATIONAL, STATE, AND LOCAL REQUIREMENTS FOR A FULLY FUNCTIONING STORM WATER POLLUTION PREVENTION PLAN. QUA].... FFY CONTROL. TESFING NOTES 1 THE: CITY SHALL BIT RESPONSIBLE FOR OBTAINING THE. SERVICES OF A TESTING LABORATORY AND THE COST OF INITIAL )-SUNG. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF ANY RETESTS NFFDE.D TO SHOW COMPLIANCE WITH TIFF. CITY STANDARDS AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHAI.... L.. GIVE A MINIMUM 24-HOUR NOTICE. TO THE CITY'S INSPECTOR OF NELDFD SERVICES FROM TIFF. TESTING LABORATORY THE: CONTRACTOR SHALL BF. RESPONSIBLE FOR ANY LABORATORY CHARGES IF NOT READY FOR TFSIING WHEN THE 24-HOUR NOTIFICATION HAD BEEN MADE. TO THE: CITY. PAVING GENERAL... NOTES 1. AI..L Fill.. WITHIN THE ROW SHALL... BE COMPACTED TO A DENSITY OF AT I..LAST NNETY-EIGHT (98Z) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR UP TO 21, ABOVE OPIlMUM MOISTURF". CONTENT. LIFTS SLIALL BY AS SPF.CIFIP.D PER TLIK SOILS LAB RI -COMMENDATION AND AS APPROVI D BY TLIK CFFY. ALL. FILL SHALL BIII: TESTED AS NSTAL.LF:D AND CI:_RTIFIED BY AN APPROVED SOILS LABORATORY. 2, ALL FILL OUTSIDE OF THE ROW SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95Z) PERCENT STANDARD PROCTOR AS PER ASTM D 698 AT OR UP TO 2/ ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PER THE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL DE TESTED AS INSTALLED AND CERTIFIED BY AN APPROVED SOILS LABORATORY. 3, THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN TWENTY-FOUR (24) HOURS AFTER DENSITY/MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTS Si?ALL BE FURNISF'ED TO THE CITY. IN Th'E EVENT PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE TWENTY-FOUR (24) HOUR LIMIT, A RETEST SHALL DE REQUIRED AT THE CONTRACTOR'S EXPENSE. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LOT CORNERS DISTURBED BY CONSTRUCTION TO CURRENT STANDARDS OF PRACTICE AS SET BY LAPELS AND THE TEAS. 5, THE CONTRACTOR SHALL PREPARE ALL TRAFFIC CONTROL PLANS AND SUBMIT TO THE CITY PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS FOR WORK WITHIN TILE CITY. Ti'E PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MUTCD AND AS MODIFIED WITIi THE TEXAS TMUTCD SUPPLEMENT AND NCTCOG REQUIREMENTS. THE PLAN SHALL ADDRESS THE REQUIREMENTS FOR ALL ELECTRONIC MESSAGE/ARROW BOARDS, SIGNS, BARRICADES, FLAGMEN, LIGHTS, HOURS OF CONSTRUCTION, AND OTHER DEVICES AS NECESSARY FOR SAFE TRAFFIC CONTROL. 6. PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS, AN INSPECTION BY A REGISTERED ACCESSIBILITY SPECIALIST SHALL BE CONDUCTED AND ALL SUBSEQUENT WORK RESULTING FROM THE INSPECTION MUST BE COMPLETED. 7. REINFORCED CONCRETE PAVEMENT: A. ALL CURBS SHALL BE PLACED INTEGRAL WITF' PAVEMENT UNLESS OTIiERWISE APPROVED BY THE OWNER. B. CURBS SHALL MEET THE SAME COMPRESSIVE STRENGTH AS SPECIFIED FOR THE PAVEMENT. C. BAR LAPS SHALL BE 30 DIAMETERS. D. REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS OR OTHER DEVICES APPROVED BY THE OWNER. 8, ANY DAMAGE DONE INCURRED BY CONSTRUCTION ACTIVITIES TO EXISTING ROADWAY OR SIDEWALK PANELS MUST BE REPLACED WITH FULL PANELS. CITY WILL NOT ACCEPT PATCHES FOR REPAIRS. 9, TYPE 2 WHITE PIGMENTED CURING COMPOUND STIALL BE APPLIED TO ALL NEWLY INSTALLED CONCRETE. 10. NEW CONCRETE SHALL RECEIVE A LIGHT BROOM RNISTI. 11. WHERE NEW CONCRETE TIES TO EXISTING CONCRETE DOWEL AND EPDXY GROUT NEW REINFORCING STEEL INTO EXISTING CONCRETE. 12. NO WATER, RAIN SPOTS, WASH POLY COVERING OR SURFACE MARKING DAMAGE OF ANY KIND WILL BE ACCEPTED. ANY CONCRETE PLACED LATE IN THE DAY MUST BE MANNED AND PROTECTED FROM DAMAGE. ANY SURFACE MARKINGS (INCLUDING FOOTPRINTS OR OTHER DEPRESSIONS) THAT OCCUR AFTER FINISH AND APPLICATION OF CURING COMPOUND WHEN CONCRETE HAS HARDENED MAY REQUIRE THAT SECTION OF CONCRETE PAVING TO BE DEMOLISHED AND RE -INSTALLED, SUBJECT TO THE SOLE DETERMINATION OF THE CITY AND AT THE CONTRACTOR'S SOLE EXPENSE. 13. ALL CONCRETE CHANNEL SLOPE PAVING SHALL BE FORMED SUCH TEAT ALL EDGES RUNNING UP AND DOWN THE SLOPE Si?ALL HAVE SMOOTH INTERFACE. NO STEPS ALLOWED. 14. ALL DETECTABLE WARNING PANELS ON BARRIER FREE RAMPS SHALL BE FULL WIDTH OF RAMP. 15, 4" WHITE STRIPING WILL BE MEASURED BY THE LINEAR FOOT OF "PAINT ON THE GROUND", NOT COUNTING GAPS. 4'' WHITE DIAMOND STRIPING SURROUNDING BOLLARDS WILL ALSO BE PAID BY THE FOOT. TRAFFIC CONTROL NOTES 1, BARRICADES AND WARNING SIGNS: THE CONTRACTOR SHALL... ERECT BARRICADES OR OTHER PEDESTRIAN AND/OR VEHICULAR CONTROL DEVICES TO DETOUR THE PUB] IC AWAY OR THROUGH THE CONSTRUCTION WORK ZONE AND SHALL BE IN ACCORDANCE WITH ACCEPTABL...E CONSTRUCTION PRACTICES. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROPER BARRICADES AND MAINTAIN TRAFFIC FLOW AS PER GENERALLY ACCEPTED STANDARDS BASED UPON THE TEXAS MANUAL ON UNIFORM TRAH IC CONTROL DEVICES (TMUTCD), CURRENT EDITION. THE CONTRACTOR SHALL SUBMIT TO THE OWNER A TRAFFIC CONTROL PLAN PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS FOR WORK WITHIN THE CITY AND PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. THE PLAN SHALL BE PREPARED IN ACCORDANCE WITH THE CURRENT EDITION OF THE MULCT) AND AS MODIFIED WITH THE TEXAS TMUTCD SUPPLEMENT AND NCTCOG REQUIREMENTS. THE PLAN SHALL. ADDRESS THE REOUIREMENIS FOR ALL ELECTRONIC MESSAGE/ARROW BOARDS, SIGNS, BARRICADES, FLAGMEN, LIGHTS, HOURS OF CONSTRUCTION, AND OTHER DEVICES AS NECESSARY FOR SALL TRAFFIC CONTROL. INDIVIDUAL... TRAFFIC CONTROL AND PEDESTRIAN SAFETY ITEMS WILL NOT BE PAID FOR SEPARATELY. DEVELOPMENT OF THE PLAN AND IMPLEMENTATION OF AL...I.... TRAFFIC CONTROL.. AND PEDESTRIAN SAFETY FEATURES SHALL BE COVERED UNDER THIS TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL FOR THIS PROJECT INCLUDING ANY DETOUR SIGNAGF FOR THE PHASING OF THE WORK. 2, HANDLING OF PEDESTRIAN TRAFFIC: AL...L... CONSTRUCTION OPERATIONS SHALL BE CONDUCTED TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO PEDESTRIAN TRAFFIC. THE CONTRACTOR SHALL SUBMIT TO THE OWNER A PEDESTRIAN CONTROL.... PLAN PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. MISCELLANEOUS 404 PERMIT - PORTIONS OF THE PROJECT ARE IN WATERS 0E THE U.S. CONTRACTOR SHALL ABIDE BY THE NATIONWIDE PERMIT. LEGEND OF ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT B/C BACK OF CURB CIRS CAPPED IRON ROD SET EOP EDGE OF PAVEMENT F.H. FIRE HYDRANT F/L FLOW LINE G GUTTER FLOW LINE P.P. POWER POLE PC POINT OF CURVATURE POB POINT OF BEGINNING POE POINT OF END PRO POINT OF REVERSE CURVE PT POINT OF TANGENCY PVMT PAVEMENT sf US SURVEY FEET SACO SANITARY SEWER CLEAN -OUT T/C TOP OF CURB T/P TOP OF PAVEMENT PI TO DRAWING HOI DER NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE REVISIONS DRAWING INFORMATION pA PRELIMINARY L. DATE BY DESCRIPTION N-S PROJECT NO.: 14434,023 FILENAME: COVER AND GEN NOTESA,vg ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY N OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY HA ENGINEER, SHALL BE AT THE THESE DOCUMENTS ARE FOR DESIGN REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER SUPERVISION OF: SCAI..E- SURVEYED BY: DSGN: JA DATE: � wm NAUSEA'S SOLE RISK AND THE REUSED SI-I ALL INDEMNIFY AND I -LOUD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR CITY OF MURPHY WADE „_BARNES 120012 a16(2024 P.E.No Datew DWN CM DATE—� CRKD: DATE QA QQ DATE: 000 RESUL(ING THERLFROM. III_ NEED-SCHAFFER _ Solutions you can build upon TEXAS REG. No. F-2697 GENERAL NOTES AND LEGEND WORKING NUMBER: SHEET NUMBER: 14434.023 3 NT U N A N O z U W 0910912024 Item WS3. I CITY TO INSTALL AND SEED DISTURBED AREAS BEYOND T SOD - SLOPE VARIES NOTES. RIBBON CURB 1. CITY TO SUPPLY TRAIL SIGNS SEE DETAIL 10 2. TOTAL DISTURBED ACRES IN MAXWELL CREEK OA6 AC. 3. SIDEWALK EXPANSION, CONTRACTION, & CONSTRUCTION JOINTS ARE PER DETAIL SHEET 11. EXCEPTION TO SIDEWALK JOINTING IS AT CULVERT LOCATION. SEE DETAIL THIS SHEET. 4. 4" WHITE STRIPING WILL BE MEASURED BY THE LINEAR FOOT OF "PAINT ON THE GROUND", NOT COUNTING GAPS. 4" WHITE DIAMOND STRIPING SURROUNDING BOLLARDS WILL ALSO BE PAID BY THE FOOT. NOIICF TO DRAWING HOL..DFR °�- NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE 33 ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THUS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY THE ENGINEER, SMALL BE AT THE REUSED'S SOLE RISK AND THE REUSED SHALL INDEMNIFY AND HOLD o s Q HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULIING THLRL'FROM. aaa "SECOND TRACT" MADEWELL MURPHY, LLC INST. 20210528001089070 DRCCT ONCOR TRANSMISSION/POWER POLE BUFFER ZONE (TYP.) LIMITED CONSTRUCTION ACTIVITIES ALLOWED, NO LARGE CONSTRUCTION EQUIPMENT. WATCH OVERHEAD LINES. MINIMAL GRADING AND LANDSCAPING ALLOWED. 0 - - 16SIDEWALK - - / EASEMENT 12"x 12" — — RIBBON CURE��% 16' SIDEWALK EASEMENT 4" HMAC BASE COURSE TYPE B 2" HMAC SURFACE COURSE TYPE D SIDEWALK T-1 ALIGNMENT ASPHALT 10'CONCF 6" 4000 PSI CEMENT MIX / SLOPE 1.0% (TYP.) a a LOT 2 ! LLI !!! WARNING !i! — I EXISTING OVERHEAD/UNDERGROUND BLOCK A r..._L. TELEPHONE, ELECTRIC AND UNDERGROUND G GAS AND FIBER OPTIC UTILITIES IN THE LOT 1 AREACONTACT UTILITY 48 HOURS PRIORTO U- CONSTRUCTION AT DIG-TESS 811 GRAPHIC SCALE 693 LF WHITE DASHED STRIPING 30 0 15 30 60 CENTER CONCRETE SEED DISTURBED AREAS CENTER W!6'GAP BEYOND 3' SOD T SOD ( IN FEET) 1, 1 inch = 30 feet SHLDR` SLOPE VARIES , �_7 , "J2�„MIN. I I ! CONSTRUCTION JOINT 7 LEGEND ...� 6" CONIC SIDEWALK ASPHALT 12N12" RIBBON CURB SOD CONCRETE APRON 24" GROUTED ROCK RIP RAP 6" CONCRETE TRANSITION INSTALL -EXPANSION JOINT- ' SAND WILL NOT BE PERMITTED AS A BEDDING MATERIAL, USE OUTSIDE OF C ULVERT WALL 3/8" CRUSHED LIMESTONE OR FLEXBASE - MIN. 2" THICKNESS d SCARIFY 12" DEPTH, COMPACT SOIL d 4 a a ° d ° W a TO 95% DENSITY STANDARD PROCTOR ° TYPICAL TRAIL SECTION PER ASTM 698. 60' a °INSTALL NOT TO SCALE _ EXPANSION JOINT 5' OUTSIDE OF CULVERT WALL NT APPROACH SLAB DETAIL NOT TO SCALE U N t REVISIONS DRAWING INFORMATION SIDEWALK PROJECT T-1 CITY OF MURPHY PRELIMINARY FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW AND THEY BIDDING, OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER SUPERVISION OF: WADEJ,,BARNES P.E. 12N.V16/2024 "' NEEL SCHAFFER Solutions you can build upon TEXAS REG. No. F-2697 TYPICAL SECTION & SITE PLAN N O z 0 W DESCRIPTION N-S PROJECT NO.: 14434,023 FILENAME: T-1-SITE PL.dwg SCAI..E: SURVEYED BY: DOOR: JA DATE: — /_ — DRWN, CM DATE: __ WORKING NUMBER: 14434.023 SHEET NUMBER: 5 CIHKD: " 111, DATE - 0910912024 Item WS3. CURVE DATA ..... _. __.. __ _.... ..... ____. BEGIN SIDEWALK 0=17'42'04" CURVE DATA R=200.00' CP #2 1 T=5.56' 2'xl2' DETECTABLE STA 1+10.63 T-1 r R=150.00' 518 � L=11.11' N=7053926.18 ' r WARNING DEVICE T=23.36' - ' PP STRUCTURE CHORD=N87°34'30"E - 11.11' SEE SHEET ' PP STRUCTURE CURVE DATA 4041501 \ , 6' E-2551540.82 L=46.341 4041287 A=10°00'00" 3583457 MATCH EXISTING � CHORD=S81°0858"E 4616' R-150.00' .. 2-18" RCP 3683461 FL = 518.11 o L=26.18' 24" GROUTE of CHORD=N84°10'00"E - 26.15' - ROCK RIP RAP SEE SHEET 16 12"x12" RIBBON CURB - SEEDING LIMITS 1+00 O a �313 LF� _ 551 SY CONCRETE APRON I "_ O — SEE SHEET 11 4'ASPHALT CITY TO INSTALL AND : m 0 O 165 SY — — — — ° �. ' 2-8'x8' RCB t _ --,.- M SIDEWALK T-1 SEE SHEET 9 SUPPLY FLOOD !. " .`" — — �_ ALIGNMENT -d SWING GATE & SIGNAGE INSTALL: - 3BOLLARDS "v (REMOVABLE), 1 R 11 -- - 22 SY 6" CONCRETE TRANSITION FL - 518.00 10' CONCRETE — -` .,. STA18' 93 T-1 411 SY -- — — — — ,. INSTALL: _.- / 18 LF 2-18" RCP W/ SET 16' SIDEWALK — —^ DEMO TREE / 1 �j N=7053925 97 EASEMENT 212 SY SOD �( E=2551558.11 CURVE DATA 0=28°32'04" SEEDING LIMITS 24" GROUTED m R-100.00' 745 SY ROCK RIP RAP 'A T=25.43' SEE SHEET 16 �c L=49.80' I � LLIL1.1 / E � I UC) r_ z m 01 SEE SHEET 10 O FOR WINGWALL p / DETAILS - CONCRETE APRON SEE SHEET 11 CAUTIONI GAS LINE IN THIS AREA. USE GEOMOTE OR CONTACT TEXAS 811 TWO WORKING DAYS PRIOR TO !!! WARNING!!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREACONTACT UTILITY 48 HOURS PRIORTO CONSTRUCTION AT DIG-TESS 811 GRAPHIC SCALE 20 0 10 20 40 IN FEET) 1 inch - 20 feet SURVEY CONTROL. POINT TARIFF. POINT DESCRIPTION NORTHING FASTING ELEV. 2 1 03 5/8" CIRS 7,053 966,778 2,551,836 OS 63' 517. 517.63' PROFILE SCALE: HORIZ : 1 "=20' 10' TRANSITION 10' TRANSITION VERT : 1 "=4' FROM TYP. MATCH FROM CULVERT CROSS SLOPE CULVERT CROSS SLOPE 525 ¢ `O TO CULVERT CROSS TO TYP. 525 m +Le CROSS SLOPE - SLOPE CROSS SLOPE �F> JI G II PROP GRADE ro p Y o mM Km Lij . w oEXISTGRDE > w w520 520 z 18 RCP 0.30 % 4 1 6". 0 a 515 515 .PROPGRAD 510 510 2-8'x8' ROB FL = 5 T07 505 505 500 500 1+00 2+00 3+00 4+00 5+00 NOIICF. 10 DRAWING HOLDFR REVISIONS DRAWING INFORMATION s� NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE N0. DATE BY DESCRIPTION N-S PROJECT NO.: 14434,023 ,A PRELIMINARY v ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY FILENAME PYdeg SGA ° OWNER D N THIS ONLY. THIS N SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER REVIEW ARE CONSTRUCTION, ANDTHESENO INTENDED AND NOTINTENDED FOR CONSTRUCTION, III SURVEYED BY: PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN BIDDING, OR PERMIT PURPOSES. THEY WERE _ NEED SCHAFFER p1 \- VERIFICATION OR ADAPTATION BY HIIE ENGINEER, SHALL BE AT THE PREPARED BY, OR UNDER SUPERVISION OF: Solutions you can build upon DSRI..F- GN: JA DATE: - 'j REUSED'S SOLE RISK AND THE REUSER SI-IALL INDEMNIFY AND I-IOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND CITY �F MURPHY _ _-J_BARNES 120012 4/ WADE 'P.E.No CM �� CRKD: DATE w EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR e Date 000 RLSULIING THEREFROM. TEXAS REG. No. F-2697 oA QC DATE: SIDEWALK PLAN & PROFILE BEGIN TO STA. 5+00 WORKING NUMBER: SHEET NUMBER: 14434.023 6 NT U N A N O z U W 0910912024 Item WS3. 10'CONCRETE 355 SY CP #5 !!! WARNING!!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREACONTACT UTILITY 48 HOURS PRIORTO CONSTRUCTION AT DIG-TESS 811 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch - 20 feet SURVEY CONTROL POINT TABLE POINT DESCRIPTION NORTHING FASTING ELEA. 3 5/a" CIRS 7,053,824.83 2,552,212.17 530Or 4 5/8' CIRS 7,053,824-83 2,552, 2.62-50 530Or 5 5/e" CIRS 7,053,79&20 1 2,552,329,40 1 531.14' PROFILE SCALE: HORIZ : 1 "=20' VERT.: 1 "=4' 8' SIDEWALK 535 w o 0 535 agw'C N mi wQ o > m w 0w w PROP GRACE m m 530 1.0 530 3, o EXI T RAD w o �p N EXIST GRA E o FYp UQUMi 525 W <n n 4 9° 0 ._.. T w� M z a> 525 wo 'ter'. ar~i> OUaw m M N O o � > w 520 C9 v~i 2. 6% 520 ...PROP-GR E 515 515 510 510 5+00 6+00 7+00 8+00 1+00 NOIICF. 10 DRAWING HOLDFH REVISIONS DRAWING INFORMATION s� NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE N0. DATE BY DESCRIPTION N-S PROJECT OR: 14434,023 ,A PRELIMINARY v ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY FILENAMET-1-TRAIL PP.deg SCA R ° WN U N THIS ONLY. THIS N SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER TH REVIEW ARE CONSTRUCTION, AND NO INTENDED AND NOTINTENDED FOR CONSTRUCTION, III SURVEYED BY: PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN BIDDING, OR PERMIT PURPOSES. THEY WERE _ NEEL SCHAFFER p1 \- VERIFICATION OR ADAPTATION BY HIIE ENGINEER, SHALL BE AT THE PREPARED BY, OR UNDER SUPERVISION OF: Solutions you can build upon DSRI..F- GN: JA DATE: - �_ - 'j REUSED'S SOLE RISK AND THE REUSED SI-IALL INDEMNIFY AND I-IOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND CDATEITY �F MURPHY _ __,.J_BARNES 120012 M WADE 'BE WN CM �� CRKD: DA E w EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR .N. Da1t(202c e 000 RESULI(ING THERIFFROM. TEXAS REG. No. F-2697 CA QC DATE: SIDEWALK PLAN & PROFILE STA. 5+00 TO END WORKING NUMBER: SHEET NUMBER: 14434.023 1 7 d U N A N O z U W NOIICF 10 DRAWING H01 DFH NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD �oN NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER =tea PROJECT. ANY REUSE OF THUS DRAWING, WITHOUT WRITTEN u� " VERIFICATION OR ADAPTATION BY Ti1E ENGINEER, SIiALL BE A7 THE REUSER'S SOLE RISK AND THE REUSED SI-I ALL INDEMNIFY AND I-IOLD o s Q HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULIING THLRLFROM. o as 0910912024 Item WS3. !!! WARNING !i! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREACONTACT UTILITY 48 HOURS PRIORTO CONSTRUCTION AT DIG-TESS 811 0 5 10 20 IN FEET) 1 INCH= 10 FT LEGEND O SIDEWALK (MAX SLOPE 8.3 % ) O LANDING (5'x5' MINIMUM) DETECTABLE WARNING DEVICE SEE SHEET 11 FOR DETAILS NOTES: 1. INSTALL BICYCLE AND PEDESTRIAN ON ROAD WARNING SIGN W11-15 (24"x24") "TRAIL X-ING" SIGN W11-15P (24"x18") DIAGONAL ARROW W16-7 (12"x24") 2. INSTALL BICYCLE AND PEDESTRIAN ON ROAD WARNING SIGN W11-15 (24"x24") "TRAIL X-ING" SIGN W11-15P (24"x18") "AHEAD" SIGN W16-9P (24"x12") 3' (ADJUST SPACING MISS WHEEL PATHS) 2 5' z 2' a CROSSWALK PAVEMENT MARKINGS DETAIL U N i REVISIONS DRAWING INFORMATION SIDEWALK PROJECT T-1 CITY OF MURPHY PRELIMINARY FOR REVIEW ONLY THEAND NO INTENDES ARE D AND INTENDED FOR CONSTRUCTION, THTION, BIDDING, OR PERMIT PURPOSES. THEY WERE PREPARED BY, OR UNDER SUPERVISION OF: WADEJ.BARNES PE 12N.V16/2024 "' NEED SCHAFFER - Solutions you can build upon TEXAS REG. No. F-2697 MCCREARY RD MEDIAN CROSSING N O z W DESCRIPTION N-S PROJECT OR: 14434,023 FILENAME:T-'-MEDIAN CROSSING.dwg SCAI..E: SURVEYED BY DSGN: JA DATE: - /_ - DRWN, CM DATE: /_ WORKING NUMBER: 14434.023 SHEET NUMBER: '� g .... CIHKD: DATE: no /nr� noT�� N=7053865.54 E=2551787 89 5' X' \ \ N=7053944.34,' �N=7053878.32 \E=2551847.32 -E=2551810.81 - SIDEWALK T-1 ALIGNMENT N=706392432 5' TOE E=2551845 58 s's 5' TOE 24" GROUTED N K 117 SYRIP RAP SEE SHEETS 16 17 1� N 705386821 'Y `_".,' r. y10_C Fa V'011a i �\ - , Q 65, 4 / "A N=7053945.06 X1➢� STA 1+49.49 - BEGIN CULVERT = STA 4+36.19, 1 V RT - T-1 SEE SHEET 11 N: 7053888.54 E:2551860.65 58' 5' TOE \ N=7053868.84 \ E=2551881.16 / x A N=7053925.02, \ E=2551901.83 \ 5' TOE CONCRETE APRON 127 SY SEE SHEET 11 STA 1+68.12 - END CULVERT = STA 4+44.65, 5' LT - T-1 SEE SHEET 11 N:7053904.68 E: 2551869.96 PROFILE SCALE: HORIZ 1 "=10' VERT : 1 "-4' 520 SKEWED SIDEWALK T-1 520 PEDESTRIAN HANDRAIL _-PRO SEE SHEETS 13-14 (PR II) _...... -----......---.. PW CONCRETE WINGWALLS 515 SEE SHEET 12 515 STA=1+49.49 F/L ELEV = 507.03 STA=1+68.12 DOWNSTREAM CONC. APRON F/L ELEV = 507.09 UP TREAM CONC APRON 510 STA=1+29.49 STA=1+gg.12 510 F/L ELEV = 506.97 F/L ELEV = 507.15 MATCH EXIST GRADE EXIST GRADE 0.-3�%.._.... MATCH EXIST GRADE 505 505 o 0 0........�,, "...... 24" GROUTED 5'........... ROCK RIP RAP 24" GROUTED 19 LF 2-8'x8' RCB ROCK RIP RAP SEE SHEET 10 6" CONIC APRON 500 TOE (PER P ) WITH #4 @ 12" E.W. 500 495 495 1+00 1+50 2+00 CULVERT SKEW U9/U91ZUZ4 Item WS3. ... WARNING!!!! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREACONTACT UTILITY 48 HOURS PRIORTO CONSTRUCTION AT DIG-TESS 811 ' I Y ilt r ✓F d r GRAPH SCALE 10 0 5 10 20 IN FEET) / 1 inch = 10 feet NOTES: 1. ADD FLOWABLE FILL BETWEEN CULVERTS PER TXDOT SPECIFICATION Z TOE PER TXDOT DETAIL "CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2" (PW) SEE SHEET 12 CULVERT DESIGN FOR FOOT TRAFFIC ONLY 3. PEDESTRIAN HANDRAIL PER TXDOT DETAIL "PEDESTRIAN TAIL (TYPE PR II)" HANDRAIL TURN DOWN IS NOT REQUIRED SEE SHEET 13-14 TOP OF WINGWALL CNANNF E q 0' 10.0' TOP OF WINGWALL ANK 0.39 % 0.5' / GHO NNE gPNK ASPHALT TO MATCH CURB TOP ELEVATION CONCRETE SIDEWALK TO MATCH CURB PW-9.5 WINGWALL PW -9.5 WINGWALL (12" WIDE) 12" WIDE) RCB SECTION A -A N.T.S. CONTRACTOR TO FILL VOID SPACE WITH CONCRETE OR ASPHALT FOR SLOPE PAVEMENT TO BE LAID DIFFERENCE DIRECTLY ON TOP OF LOWABLE FILL r0.5' CULVERT BOX CULVERT + 8' X 8',,� 1 CULVERT 0.5' 15�r� ar� IVr� NOIICF. TO DRAWING H01 DFR REVISIONS DRAWING INFORMATION s� NEEL-SCH AFEER, INC., HEREINAFTER REFERRED TO AS THE NO DATE BY DESCRIPTION N-S PROJECT NO.: 14434.023 pA PRELIMINARY v ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY FILENAME PPDd g OWNER U N THIS ONLY. THIS N SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER REVIEW ARE CONSTRUCTION, ANDTHESENO INTENDED AND NOTINTENDED FOR CONSTRUCTION, III SGA SURVEYED BY: PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN BIDDING, OR PERMIT PURPOSES. THEY WERE _ NEED SCHAFFER \- " VERIFICATION OR ADAPTATION BY THE ENGINEER, SHALL BE AT THE PREPARED BY, OR UNDER SUPERVISION OF: Solutions you can build upon DSRI..E- ON: JA DATE: wm REUSED'S SOLE RISK AND THE REUSED SI-I ALL INDEMNIFY AND I-IOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND CITY OF MURPHY _DATE __,.J_BARNE9 120012 M WADE 'P.E.No WN CM �� CRKD: DA E w EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR Da1t(202c e 000 REsuLrING THu�eEFROM. TEXAS REG. No. F-2697 oA OC DATE: VARIES MAX DEPTH -0.08, WORKING NUMBER: SHEET NUMBER: 14434.023 1 9 U N A N O z U W ,j, lelp BEGIN WINGWALI STA 1+03.10 - SOUTH WALL: STA 4+02.94, 10.00' RT - T- N:7053889.0. E: 2551828.2 NORTH WING WALL SOUTH WING WALL 0910912024 Item WS3. !!! WARNING H! EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREACONTACT UTILITY 48 HOURS PRIORTO CONSTRUCTION AT DIG-TESS 811 END WINGWALL STA 1+67.61 - SOUTH WALL = STA 4+67.45, 10.00' RT - T-1 N:7053890.01 E: 2551892.79 GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 feet NOTES: TOE PER TXDOT DETAIL "CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2" (PW) SEE SHEET 12 PEDESTRIAN HANDRAIL PER TXDOT DETAIL "PEDESTRIAN TAIL (TYPE PR II)" SEE SHEET 13-14 58 LF 42" PEDESTRIAN HANDRAIL HANDRAIL I PROFILE SCALE: SEE SHEETS 13-14(PR II) STA 1+76,96 END WINGWALL HORIZ : 1 "=10' STA 1+76.96 = VERT.. 1'-4' BEGIN WINGWALL STA 1+18.55 = HANDRAIL PVI STA 1 ELEV = 51 51.29 .67 TRAIL T-1 STA 4+77.00 ELEV = 517.59 65 LF 42" PEDESTRIAN HANDRAIL END WINGWALL 520 TRAIL T-1 STA 4+18.59 STA 1+18.53 SEE SHEETS 13-14(TYPE PR II) STA 1+67,61 = 525 ELEV = 516.53 TRAIL T-1 STA 4+67.45 HANDRAIL -- - HA DRAIL ELEV = 517.25 S A 1+67.61 STA +03.10 PVI STA 1+1 .09 PVI STA 1+52.15 PROP ELEV - 51 .19 E EV = 516.30 515 TOP OF SIDEWALK BEGIN WINGWALL — EXIST GRADE 520 EXIST GRADE FA STA 1+03,10 = TRAIL T-1 STA 4+02.94 _ PROP GRADE ELEV = 516.39 9.4' 510 515 PROP GRADE''.. ELEV = 507.09 9.2' 10, 505 2.75' 510 23' TXDOT PW DETAIL (10%6") ,_ .TXDOT - Ft= 507.09 _.. _. PW D TAIL 9_6„ 500 2.75' ELEV = 507.03 505 �= 5 7 09 TXDOT PW DETAIL (10--6") TXDOT PW DETAIL (9'-6„) 495 500 1+00 1+50 2+00 1+00 1+50 NOIICF. TO DRAWING H01 DFR REVISIONS DRAWING INFORMATION s� NEEL-SCH AFEER, INC., HEREINAFTER REFERRED TO AS THE NO DATE BY DESCRIPTION N-S PROJECT NO.: 14434.023 pA PRELIMINARY v ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY FILENAME WALLS PP.dwg OWNER U N THIS ONLY. THIS N SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER REVIEW ARE CONSTRUCTION, ANDTHESENO INTENDED AND NOTINTENDED FOR CONSTRUCTION, III SGA SURVEYED BY: PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN BIDDING, OR PERMIT PURPOSES. THEY WERE _ NEED SCHAFFER p1 \- VERIFICATION OR ADAPTATION BY HIIE ENGINEER, SHALL BE AT THE PREPARED BY, OR UNDER SUPERVISION OF: Solutions you can build upon DSRI..F- GN: JA DATE: - j REUSED'S SOLE RISK AND THE REUSER SI-IALL INDEMNIFY AND I-IOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND CITY OF MURPHY WADE _ __,.J_BARNE9 P.E.N 4l t(202c WN CM �DATE� CRKD: DATE w EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR P.E. No Dal e 000 RESULI(ING THEREFROM. TEXAS REG. No. F-2697 oA QC DATE: NORTH & SOUTH WINGWALLS WORKING NUMBER: SHEET NUMBER: 14434.023 1 10 NT U N M N O z U W 0910912024 Item WS3. SIDEWALK CONTROL 5, 0« JOINTS SHALL BE GROOVED 3/8" DEEP ON 4'-0" CENTERS OR TO MATCH THE WIDTH OF THE i'-0" V-0 F BACK SIDEWALK. I" OF SIDEWALK CURB N SMOOTH DOWELS —� WALLS ARE INSTALLED THE JOINT 5'x5' ADA PASSING m F. SPACING AND TYPE MATCH ZONE ASftE0'D (200' MAX) c+ ¢ SIDEWALK.ILL o 03NBARSL I8 OCEBE A,W NMAXIMUM SPACING N ) 4' AND SIDEWALKS SHALL BE 5" THICK, WIDER SIDEWALKS SHALL BE 6" THICK PLAN SLOPE 1/4" PER FL TOWARD STREET AS SPECIFIED EGGED 1f2" R. 5'-0" USUAL f — 6" (OR 6"} " (OR53„)T/2 TYP. -"-I 6" l4-Z BARS WALK SHALL BE 5' WHEN NEXT TO CUR@ WIDER SIDEWALKS MAY BE REQUIRED WHEN DIRECTED BY THE CITY. ['.^ `,�' ADJACENT-TO � 'I' -I-(12" Z BARS SIDEWALK ADJACEN . IO CURB 6" DEFORMED DOWEL. IN SIO Wf Ar K_' SIDE 1. IF A A SIDEWALK IS WITHIN 18'AD OF THE BACK OF CURB, THE SIDEWALK SHALL BE PLACED ADJACENT TO THE BACK OF CURB AND WIDENED TO 5'. 2. SIDEWALK A SIDEWALK IS WITHIN 12" OF A STORM SEWER INLET, THE SIDEWALK SHALL BE PLACED ADJACENT T4 THE INLET AND DOWELED IN. 3. ALL SIDEWALK SHALL HAVE A LIGHT BROOM FINISH. 4. SIDEWALKS SHALL NOT EXCEED 5% RUNNING SLOPE UNLESS ACTING AS A RAMP 5. SAND WILL NOT BE PERMITTED AS A BEDDING MATERIAL, USE 2" U 3/8" CRUSHER LIMESTONE TO T LEAST 6. SUBGRADE SHALL BE COMPACTED TO AT LEAST 959. OF MAXIMUM DENSITY. WITH y4 BAR ON 18•' ATE RS 4 5 (OR TYP. 6) -"i i _0^.L i SEWER INLET SIDEWALK ADJACENT TO INLET 7. MINIMUM GRADE OF REINFORCING STEEL IS TO BE ASTM GRADE 60. MINIMUM COVER OF ALL REINFORCING BARS IS 2". SIDEWALK NOTES CONT.: t3. FOR ALL NEW PAVEMENT PLACEMENT, PAVEMENT THICKNESS 8. EXPANSION JOINTS SHALL BE SEALED. TESTS SHALL BE PERFORMED WITH A 2" THICK CORE AT A 9. ALL WORK SHALL COMPLY WITH THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) PUBLIC WORKS FREQUENCY OF 400 FEET SPACINGS ALONG THE LENGTH OF THE PAVEMENT PRIOR TO ACCEPTANCE AND FINAL PAYMENT OF CONSTRUCTION STANDARDS, CURRENT EDITION. THE CONSTRUCTION. 10. CHAMFER ALL EXPOSED CORNERS. 11. GRADE REQUIREMENTS FOR COARSE AGGREGATES FOR 14. ALL EXPOSED REPAIR SHALL BE CAPPED AFTER 24-HOURS OF EXPOSURE FOR ANY CONCRETE PAVEMENT CONSTRUCTION. PAVEMENT SHALL MEET SIZE N0, 57 GRADATION 15. DENSITY TESTS MUST BE TAKEN NO MORE THAN 24-HOURS REQUIREMENTS IN SECTION WAS PORTLAND CEMENT CONCRETE PAVEMENT MATERIALS. PRIOR TO PLACEMENT OF CONCRETE. i6. BAR CHAIRS SHALL BE FURNISHED. 12, ONLY COTTON MATS AND MEMBRANE -FORMING COMPOUNDS ARE ALLOWED FOR USE ON CONSTRUCTION PROJECTS FOR 17. ALL BARS AT SPLICES SHALL BE LAPPED A MINIMUM OF 30-DIAMETERS OF THE BAR OR 12-IN. WHICHEVER IS CURING OF CONCRETE. GREATER. MURP Ii-Y. 18" 12" #4 BARS @ 12" O.C. 6" APRON #4 BARS @ 12" O.C. E.W, (STEEL NOT SHOWN FOR CLARITY) STANDARD CONSTRUCTION DETAIL. a ro SIDEWALK DETAILS PO4 CULVERT TOE (PW) (STEEL NOT SHOWN FOR CLARITY) APRON DOWEL INTO ri II VFRT fnf: LlC IMIL N.T.S VX5' ADA PASSING ZONE AS REGO (200' MIN.) CONCRETE TO BE A MIN, 4000 F.S.I. VBARS 18" O,CD,W, (MAXIMUM SPACING) AND 5' SIDEWALKS SHALL BE 5" THICK PLAN WIDER SIDEWALKS SHALL BE 6" THICK. SIDEWAu uAR1E SOD n EITTAE3/e LIGHT R BOOM flNiSH R S/8" AREAS SLDPE VARIES pR MAX) �— — YA�E� CON4RETE urN. A.I.SSSIVE— SI—O B pR — PSI AT 28 DA aR SMOG H DOWELS DOWELS SHALLB B USED FOR 4' BILK, 4 VELS USED FOR SIDEWALK, 5 MELS FOR 6' 1 PROP EXISTING EWALK, 6 MELS FOR 8' 1/2" EXPANSION JOINTS SHALL BE FILLED--+ WITH REDWOOD AND WATERPROOF SEALED AS SHOWN ON TRANSVERSE EXPANSION JOINT DETAIL. JOINTS SHALL BE SPACED AT EVERY SIXTH JOINT FOR 4' SIDEWALK, JOINT SPACING = 4'x8 = 24% FOR 5' SIDEWALK, JOINT SPACING 5'x6 = 30'. WIDER SIDEWALKS WILL BE SIMIIAM IF BACK OF SIDEWALK CURB WALLS ARE INSTALLED THE JOINT SPACING AND TYPE WILL MATCH SIDEWALK. 5" (k k 4 A. SIDEWALK) '� [3 BARS HF 0 C. BOTH Y$ MAXIMUM SPACNG) A. R E 4NDE $IOF.WAIHS) K II 4DEMAtx AILL TA 4 FEKATO INAL BARS WRE SIDEWALK ALL K 4 LGATGJDNAL BARS 6 ALL SIDEWALK L W B LON—DNAL BARS O 165", IF SIDEWALK WL NE LDNpNfNAL 8—O 1W, 116 WE RDERNK WEL VE 6 LINiCGHTNAL BARS O 18' SECTION A —A h- NON -EXTRUDED PRE -FORMED R 3/8" (TYR) EXPANSION MATERIAL (REDWOOD ONLY) LIGHT BROOM FINISH %� PIA. x 24" SMOOTH ROUND BAR 24" O.C. l3 BARS 18" O.C. 3" MIN. Born wars (MAXIMUM SPACING) 1" MIN. 5" (Oft 6") �j Mt7 R{PMY 18" 54" (F TOE) APRON #4 BARS @ 12" O.C. E.W. (STEEL NOT SHOWN FOR CLARITY) #4 BARS @ 12" O.C. I 5, I b n (6) #4 BARS (5' TOE) APRON TOE NOTE: DETAIL TOE IS ON ALL SIDES OF N.T.S APRON. SUBSIDIARY TO CONCRETE APRON NOT A SEPARATE PAY ITEM 1" 2,,6„ �- TRANSLUCENT PVC EXPANSION CAP THIS HALF OF DOWEL TO BE COATED WITH ASPHALT SECTION B—B (TRANSVERSE EXPANSION JOINT DETAIL) ld rB ffi ® AK r$ + * . (W + + @ ($ ® rb l8 ®v+ .a .e��a��.m�.aaa @ 9� @ Q ® @ @ @ @.+ @ & Q Q @ @ Q Q Q A @ 81 ® Q ® @ . as a e es s $a®�a��®�w m tW + 91 + + + cN ® w 9> ++ to ® +B + cs is Q@@® Q aaaa/ ® + 4 2P Q Ff.E9 T ELF PANEL G L.ALL E FVAZIQ7 Aj _SECTION A -A o aD,anrr IF .A unTiaT R 0.250 TYP. DETAIL [i ._ t,ra ncAO unrT51 V,a9.,IFa.vt aaaaaaaQa a@Qa@a aa@s@ aaa@Qaa@Qe@@a@Qaaa@@@@@a@@Qa®@Q@Q@Ea@ a aa@@QQ@aa@Q@@aQ a a @@aQ@a a@Q@a@aaa©@Q@@@@@@aaa@@ a aaasa@aa@aaa@ QQQQ@@QQ @Qa@Q aQQaaQ@Q QaQQaQaQa aaa@Qa QQaaaQQQa @aaaa@ a aQaQa a aaaQQa @®@Qa @Qa@@ Q@a@@ QaQQQa Q Q@aaQQ @ aQQaaa QaQaaa a aaQQa a Qa@aQa a@a@aaa@@ Qaaa@ @aa@@@@aa @@@@@@@@ aaaa@ @@@@@@@@ Q@@@@@@@@ a@Qa@Q @@@QaQ@@a a QaQaQa @ a@Q QaQaQa a a aaa@aa a aaa aaQaQ a a Q@Q@a@ @ aQ @@Qaaa Q aaQaa Qaaa oaQ QQaunnaaQaQaaa m13NtilE� DETECTABLE WARNING DETAIL_ N.T.S STANDARD CONSTRUCTION DETAIL_ RLISUD SIDEWALK DETAILS CONT. PO4A 5 1/8" ► 7 5/16" L 07 5/16" OVERALL TOP OF CURB i DESIGN ELEVATION EXISTING (%z' CHAMFER) AND/OR DESIGN ELEVATION 04 1/2" 39 114" SIDEWALK SLOPE a - 46 1 /4" ih 6" ASPHALT THICKNESS N a a o Q GROUND LEVEL M m M 12" 343 BARS VERTICAL WITH #3 TIE BACK @ 18" O.C. FLUSH CURB SHALL BE RIBBON CURB DETAIL CLASS C (3600 PSI) N.T.S CONCRETE TYPICAL REMOVABLE BOLLARD DETAIL NOIICF. 10 I.)F2AWING HOLD F, h' REVISIONS DRAWING INFORMATION s� NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE N0. DATE BY DESCRIPTION N-S PROJECT NO.: 14434,023 pA PRELIMINARY A ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE SIDEWALK PROJECT T-1 FOR REVIEW ONLY FILENAME:8 SIDE WALK DETANA,g SCAI..E- OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD THESE DOCUMENTS ARE FOR DESIGN REVIEW o NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER AND NOT INTENDED FOR CONSTRUCTION, SURVEYED BY: -mar PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN BIDDING, OR PERMIT PURPOSES. THEY WERE �c VERIFICATION OR ADAPTATION BY HIIE ENGINEER, SHALL BE AT THE PREPARED BY, OR UNDER SUPERVISION OFREUSE: DSGN: JA DATE - - - YtD SOLE RISK AND THE REUSER SI ALL AND I IOLD RiKD: WN CM / HARMLESSAND DAM NAGE'S HE ENGINEERFROMS, LOSSES CITY OF MURPHY �PE No CIFY DA E F sQ NER MAALL SL FEES OUT OF ES, RE ERR, QA QQ DATE: 000 RESUL(ING THEREFROM. N.T.S ILL NEEL-SCHAFFER _ Solutions you can build upon TEXAS REG. No. F-2697 DETAILS WORKING NUMBER: SHEET NUMBER: 14434.023 1 11 Nt d U N M N O z U W v o v BOX DATA s 2 v - SECTION DIMENSIONS REINFORCING (sq. in. / ft.) n o Fill M Lift S H TT TB TS Height (Min) Weight n AS] AS2 AS3 AS4 ASS AS7 ASS (ft.) (ft.) (in,) (in.) (in.) (ft.) (in.) (tons) '^ `o °1 8 3 8 8 8 < 2 - 0.31 0.35 0.25 0.19 0.79 0.19 0.79 10.4 m 8 3 8 8 8 2 < 3 55 0.35 0.29 0.28 0.19 - - - 10.4 0 1 8 3 8 8 8 3- 5 50 0.28 0.23 0.24 0.19 - - - 10.4 as 8 3 8 8 8 10 45 0.29 025 0.26 0.19 - - - 10.4 v ° a 8 3 8 8 8 15 45 0.39 0.33 0.34 0.19 - - - 10.4 8 3 8 8 8 20 45 0.51 0.43 0.44 0.19 - - - 10.4 a 8 3 8 8 8 25 45 0.63 0.53 0.54 0.19 - - - 10.4 c Y v 8 4 8 8 8 < 2 - 0.27 0.38 0.29 0.19 0.19 0.19 0.19 11.2 8 4 8 8 8 < 3 50 0.31 0.34 0.32..... 0.19 - - - 11.2 `a `o 8 4 8 8 8 - 5 120 50 0.25 0.27 0.27 0.19 - - - 11.2 8 4 8 8 8 10 45 0.26 0.28 0.29 0.19 - - - 17.2 8 4 8 8 8 15 41 0.34 0.37 0.38 0.19 - - - 11.2 z o 8 4 8 8 8 41 0.44 0.48 0.49 0.19 - 11.2 �v QE v 8 5 8 8 8 < 2 - 0.24 0.40 0.32 0.19 1 0.19 0.19 0.19 12.0 a a 8 5 8 8 8 2< 3 50 0.28 0.37 0.35 0.19 - - 12.0 1 8 5 8 8 8 3- 5 45 0.23 0.29 0.30 0.19 - - - 12.0 v� 8 5 8 8 8 10 45 0.23 0.31 0.32 0.19 - - - 12.0 8 5 8 8 8 15 41 0,30 0.41 0.42 0.19 - - - 12.0 w o � c 8 5 8 8 8 20 41 0.39 0.52 0 54 0.19 - 12.0 v 8 6 8 8 8 < 2 - 0.22 0.42 0.35 0.19 0.19 0.79 0.19 12.8 8 6 8 8 8 2 < 3 50 0,25 0.40 0.38 0.19 - - - 12.8 a t 8 6 8 8 8 3- 5 50 0,21 0.32 0.33 0.19 - - - 12.8 m o c 8 6 8 8 8 10 45 0.22 0.33 0.34 0.19 - - - 12.8 > o s 8 6 8 8 8 15 47 0.28 0.43 0.45 0.19 - - - 12.8 a,s 8 6 8 8 8 20 41 0.36 0.55 0.57 0.19 - - - 12.8 "c a o � a o v 8 7 8 8 8 < 2 - 0.20 0.44 0.37 0.19 0.19 0.19 0.19 13.6 ° 8 7 8 8 8 2 < 3 55 0.23 0.43 0.41 0.19 - - - 13.6 s ° 8 7 8 8 8 3 - 5 55 0.19 0,34 0.35 0.19 - - - 13.6 s o 8 7 8 8 8 70 50 0.20 0,34 0.36 0.19 - - - 73.6 Q 8 7 8 8 8 15 41 0.26 0.45 0.47 0.19 - - 13.6 vc o� 8 7 8 8 8 20 41 0.33 0.57 0.60 0.19 - - - 13.6 8 8 8 8 8 < 2 - 0.20 0,45 0.40 0.19 0.19 0.79 0,19 14.4 8 8 8 8 8 2 < 3 65 0,21 0.45 0.44 0.19 - - - 14.4 8 8 8 8 8 3 - 5 65 0.19 0.36 0.38 0.19 - - - 74.4 8 8 8 8 8 10 55 0.19 0.35 0.38 0.19 - - - 14.4 8 8 8 8 8 15 45 0.24 0,46 0.49 0.19 - - - 14.4 8 8 8 8 8 20 45 0,31 0,59 0.62 0.19 - - 14.4 1� For box length = 8'-0" 2� AST thru AS4, AS7 and ASS are minimum required areas of reinforcement per linear foot of box length. ASS is minimum required area of reinforcement per linear foot of box width. 0910912024 Item WS3. TS S O M F- 4d Min A radius (Typ) A 1 r/z' Max AS] 2" Max for TS <_ 5" radius (Typ) AS2 (top) 4" Min in AS3 (bottom) for IS - 6" = AS4 (side) 11 I" 4) Minimum length is equal to (Typ (Typ) spacing of longitudinal AS4- reinforcing plus 2" (Typ) TS, TS TS S E F- m � m Longitudinal rein forcing-� CORNER OPTION "A" CORNER OPTION "B" CORNER OPTION "A" CORNER OPTION "B" FILL HEIGHT 2 FT AND GREATER FILL HEIGHT LESS THAN 2 FT O Length is equal to spacing of longitudinal reinforcing plus 2". (10" Min) (Typ) /2" Min (Typ) 6" Min 2" Max (Typ) Longitudinal reinforcement We AS2 (top) Outer cage AS3 (bottom) circumferential AS2 (top) reinforcement AS3 (bottom) -AS1 at groove end. SECTION A -A (Showing top and bottom slab joint reinforcement.) MATERIAL NOTES: Provide 0.03 sq. in.Ift. minimum longitudinal reinforcement at each face in slabs and walls. This minimum requirement may be met by the transverse wires when wire mesh reinforcement is used. Provide Class H concrete (f'c = 5,000 psi). GENERAL NOTES: Designs shown conform to ASTM C1577. Refer to ASTM C1577 for information or details not shown. See Box Culverts Precast Miscellaneous Details (SCP-MD) standard sheet for details and notes not shown. In lieu of furnishing the designs shown on this sheet, the contractor may furnish an alternate design that is equal to or exceeds the box design for the design fill height in the table. Submit shop plans for alternate designs in accordance with Item "Precast Concrete Structural Members (Fabrication)". HL93 LOADING ' Bridge I Division Texas Department of Transportation Standard SINGLE BOX CULVERTS PRECAST 8'-0" SPAN SCP-8 Fas CD-SCP08-20.d91 DN: TO T ca TOOT uw: TXDOT c,r, Tx DOT ©TOOT February 2020 coNT srCT 11s Fuanwar HEV(S10N5 D 1ST COUNTY SH v v o v s ao Maximum Wmgwall ° Height j Hw ov 2'-6, o a, Z'-9" oti ti 3-0" as a 3-3" v `o 3-6" G � �v a 4'-6" Yv 0 5-0" m 5-6" o i 6-0" 0 6-6" z `0 T-6" 9'-6" a a 10'-6" 0 1 F-6" m.W 12'-6" cr 13-6" w o c 14'-6" m 15-6" �v i U 16-0" at a TABLE OF DIMENSIONS AND REINFORCING STEEL (Wings for one structure end) Estimated Estimated Dimensions Variable Reinforcing Quantities Quantities per ft of wing O per ft of Toewall Bars J1 Bars J2 (2-wings) (1-toewall) W X Y Z N Spa N Spa Relnf Con c Reinf Cone Lb7Ft) (CYIFt) (Lb7Ft) (CY7Ft) 2'-10" 10" P-0" 7" #4 F-0" #4 1'-0" 48.64 0.406 6.85 0.071 Z-10" RY P-0" 7" #4 F-0" #4 V-0" 49.37 0.424 6.85 0.071 2'_ 10" 1 10" F-0" 7" #4 P-0" #4 1'-0" 49.98 0.444 6.85 0.071 10" 10" Y-0" 7" #4 P-0" #4 53.32 0,462 6.85 0.071 10" 10" �33- 1'-0" 7" #4 1'-0" #4 ]`-0" 53.98 0.480 6.85 0.071 2" 1'-2" 1'-0" 7" #4 F-0" #4 V-0" 55.77 0.532 6.85 0.071 3-2" P-2" 1'-0" 7" #4 P-O" #4 P-0" 59.77 0.568 6.85 0.071 3-9" P-7" P-2" 7" #4 P-0" #4 P-0" 63.45 0,632 6.96 0.075 3-9" F-7" F-2" 7" #4 1 0" #4 1 `-0" 67.46 0.668 6,96 0.075 4'-4" Z-0" P-4" 7" #5 F-0" #5 V-0" 80.67 0.730 7.07 0.078 4'-4" Z-O" F-4" 7" #5 P-O" #5 P-0" 85.05 0.768 7.07 0.078 5-0" 2'-3" 1'-9" 8" #5 P-0" #5 P-0" 92.15 0.864 8.07 0.093 5-0" 2'-3" F-9" 8" #5 F-0" #5 P-0" 96,54 0.902 8.07 0.093 5-6" Z-8" P-10" 8" #5 6" #5 6" 0.962 8.13 0.095 5'-6" Z-8" F- 10" 8" #5 6" #5 6" 1.000 8.13 0.095 6'-0" 2'-10" 2'-2" 9" #5 6" #5 6" E283.41 1.136 8.41 0.110 6'-5" 3'-0" Z-5" 9" #6 6" #5 6" 1.234 8.57 0.117 T-2" 3'-6" Z-8" IV #6 6" #6 6" 1.438 9.52 0.140 T-8" 3'-9" Z'-11" F-0" #7 6" #6 6" 1.592 9.74 0.157 6-2" 4'-0" 3-2" F-2" #8 6" #6 6" 348.72 1.804 10.02 0.186 8'-10" T-5 3'-5" F-4" #9 6" #6 6" 432,94 2.046 10,30 0.218 9'-6" 4'-10' 3-8" P-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 9'-11" 5-0" 3-11" F-7" #9 6" #7 6" 1 505.72 2.448 11.47 0.279 o v � o' "c a o SL �a av c - s" i V sow Const o joint- �vo N o J2 A 3'-0" Extend Bars G B A (Typ) B F vi j ----- w ------ D C C a 3" weephole05 d 1 - - - - - E2© 7 E] P-J M7- ` M2 J3 PARTIAL ELEVATION - PW-1 12" 2" _FTYp) J 1 �^ G 8 D V _ F = X y Const joint � J2 E1 P v b MI N N 8" W SECTION A -A U 0 � (Showing wing reinforcement) 54 I Finished grade _" rr.._. _,--- , SECTION B-B (Showing wing reinforcement.) TABLE OF WINGWALL REINFORCING (2-wings) Bar Size No. Spa D1 #6 - D2 #6 EI #4 - _ 1 F #4 G #6 8" M1 #4 P #4 4 - V #4 - 1-0" TOEWALL O M = 90° - skew IL30" BARS D1 WING DIMENSION FORMULAS: (All values are in feet.) Hw =H+T+C Lw = (Hw) (SL) ., cosine (0) for Type PW-1 = (Hw - P) (SL) _ cosine (0) for Type PW-2 and Hw ? 4' = (Hw - 0.5') (Stj _ cosine (0) for Type PW-2 and Hw < 4' For cast -in -place culverts: Ltw = ((N) (S) + (N + 1) (U)] - cosine (9) For precast culverts: Ltw = UN) (2 U + S) + (N - 1) (0.5')] _ cosine (0) Total Wingwall Area (two wings - SF) = (2)(Hw)(Lw) for Type PVT-➢ = (2)(Hw)(Lw) - 6 SF for Type PW-2 and Hw? 4` = (2)(Hw)(Lw) - 1.5 SF for Type PW-2 and Hw < 4' REINFORCING o Bar Size No. Spa = 90° -skew J3 #4 - 1' -0" M2 #4 2 - E2 #4 1 3-0" 0" BARS D2 w 4" �`.Y + 36 N T N N N Y+8" N N T BARS JI BARS J2 BARS J3 BARS V SL G 13 b JI Z V Const joint N J2 N Field bend as needed. \ Lw 6-0° 12\ A 3-0" Extend Bars G A (TYp) 8 F D 3" weephole EI -� I M1-_� � M2 J3 P-_/ PARTIAL ELEVATION - PW-2 Hw = Height of wingwall Lw = Length of wingwall Ltw = Culvert toewall length N = Number of culvert spans SL:1 = Channel slope ratio. (horizontal: 1 vertical, usual value is 2:1) 8 = Culvert skew See applicable box culvert standard sheet for S, H, T, and U values. D2 reinf J1 Culver. walls B 7-j-77 B WingwaM C a J1 - E20 F-- Wing- U_ S U I , I I I I I i Limits of culvert w Lw barrel quantities :L ---- Lw Toe of slope PLAN Length of wings based on i SL:1 slope along this line. _ Toe of slope DETAILS FOR NON -SKEWED BOX CULVERTS V ./ D2 D �i Winy..,,,, SECTION C-C - PW-1 D2 / 7 DI T Culvert walls Barrel reinf / D] 2 WingwalIJ SECTION C-C - PW-2 Culvert skew / S Limits of culvert / barrel quantities Ltw Lw -Culvert skew PLAN DETAILS FOR SKEWED BOX CULVERTS (Showing 30' skew.) F fi F J] skew = 0° I 0910912024 Item WS3. At discharge end, chamfer may be s/a" minimum. For 15' skew - 1" For 30' skew - 2" For 45' skew - 3" ®Quantities shown are for two Type PW-1 wings. Adjust concrete volume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bars D. 0 Provide weepholes for Hw = 5-0" and greater. Fill around weepholes with coarse gravel. 6 Extend Bars E2 P-6" minimum into the wingwall footing. 0 Lap Bars MI P-6" minimum with Bars M2. Place Bars G as shown, equally spaced at 8" maximum. Provide at least two pairs of Bars G per wing. (g 0" Min to 5'-0" Max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rail or curbs taller than F-0, refer to the Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 & T631LS Rails (T631-CM) standard sheet. Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. }0 For vehicle safety, the following requirements must be met: • For structures without bridge rail, construct curbs no more than 3" above finished grade. • For structures with bridge rail, construct curbs flush with finished grade. Reduce curb heights, if necessary, to meet the above requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. ] ] P-0" typical. 2' _3" when the Box Culvert Rail Mounting Details (RAC) standard sheet is referred to elsewhere in the plans. 12 3-0" for Hw < 4'. ]36`forHw<4'. DESIGNER NOTES: Type PW-1 can be used for all applications and must be used if railing is to be mounted to the wingwall. Type PW-2 can only be used for applications without a railing mounted to the wingwall. V MATERIAL NOTES: Provide Class C concrete (f'c=3,600 psi). J] Provide Grade 60 reinforcing steel. Provide galvanized reinforcing steel if required elsewhere in the plans. GENERAL NOTES: Designed in accordance with AASHTO LRFD Bridge Design Specifications. Depth of toewalls for wingwalls and culverts may be reduced or eliminated when founded on solid rock, when directed by the Engineer. See Box Culvert Supplement (BCS) standard sheet for wingwall type and additional dimensions and information. Quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for the Contractor's information only. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing dimensions are out -to -out of bars. ® Bridge Division Texas Department of Transportation Standard CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 PW FILE- CD-PW-20.dgo ON: GAF CK_ CAT ow. TOOT I cr_ Tx DOT ©TOOT February 2020 coNT sr:CT roe rirervway REVISIONS D 1ST COUNTY SH 6 3/4' 3-9 %4' 10'-0" Max Post Spa U3 Min End of rail for payment Post End of HSS if turn -downs are omitted (use rail 10" Min caps). See "Rail Cap Detail." P-6" Max Concentric curves C1.11 I If turn -downs, HSS ends open r Q 7 3/45 Spa 6 '12" 5" 4'-4" Min Limits of Abut Wingwall AT ABUTMENTS 4" 6" 2" Nominal Face of Rail Cut post M 3j4/ to fit HSS / (Typ) m 0 � � Post PL 3/4 M (ASTM A36) 2 �14 " 31, C,, (Typ) 10'-0" Max Post S Post Face of abutment backwall 10" Min P-O" Max Expansion joint or splice joint, 10'-0" Max Post Spa - � Post 9 1 , ROADWAY ELEVATION OF RAIL 1 1/, 7" 1 '14" r 13116, / 516 Did Holes % N ---------- ---- - j Post PL %4 Base PL %z 2 r/45„ 2 1/4, (ASTM A36) (ASTM A36) ---/' SECTION A -A Showing base plate detail. Typ 5� 6 \_ 1'-01, 2 %4' 5" 1 O 3 5" 1" Base PL t12 (ASTM A36) 1 / Top of Slab o �A� o and/or Sidewalk N m m 4 '/A' Dia formed E holes for 5/a' Dia hex head anchor bolts (ASTM A307 Gr A) with one hardened steel washer (ASTM F436) placed under each _ I 'I -Washer PL '/4 (ASTM A36) hex (ASTM A563). 3„ 7„ not7� ON BRIDGE SLAB Nominal Face of Rail 10'-0" Max Post S 9 75116" 1 1/4' 7 '/i 6' 1 1/4 , t3116' Dia Holes I I j PL % (ASTM A36) WASHER PLATE DETAIL %' Dia hex m head anchor - bolt (ASTM A301 Gr A) with one � hardened steel washer (ASTM F436)� a v placed under 3" 2„CO each hex nut w - _ (ASTM A563) N ON ABUTMENT WINGWALLS OR CIP RETAINING WALLS SECTIONS THRU RAIL M 2 %4' 5„ 1„ 10'-0" Max Post Spa Post Post 10" Min 10" Min Exp joint or splice joint as required I 10" Min 10" Min 10" Min 1'-O" Max 1'-0" Max F-0« Max Expansion joint or splice joint I I I I I it it AT BENTS WITHOUT AT BENTS WITH SLAB EXP JOINTS SLAB EXP JOINTS Nominal Face of Rail 2" 0 Portion of railing with turn -downs to be used or omitted as indicated on Bridge Layout. 0 10" Min - F-6" Max if turn -downs are omitted. 0 Min of 2 posts required on wingwall. ® HSS 3.500 x 0.216 (Rail Member) 0 HSS 2.375 x 0.154 (Rail Member) 0One shop splice per panel is permitted (with minimum 85 percent penetration). The weld may be square groove or single V groove. Grind smooth. O7 At Contractor's option, adhesive anchors may be used. Adhesive anchors must be %8" Dia ASTM A307 Grade A fully threaded rods. Minimum adhesive anchor embedment depth is 5" into slabs or culverts without curbs. See "Material Notes" for adhesive anchor requirements. ®At Contractor's option, adhesive anchors may be used. Adhesive anchors must be 5/s' Dia ASTM A307 Grade A fully threaded rods. Minimum adhesive anchor embedment depth is 7" into wingwalls or culverts with curbs. See "Material Notes" for adhesive anchor requirements. 09 Culverts without curbs for cast -in -place anchor bolts require a 10" Min slab thickness. Culverts with curbs for cast -in -place anchor bolts require a curb plus slab thickness of 10" Min. Adhesive anchors may be used with a 7" Min slab thickness or culverts with curbs. Top of Slab and/or Sidewalk ---- ..O - Dia hex head anchor bolt (ASTM A307 Gr A) with one hardened -- 7" steel washer (ASTM F436) placed under each hex nut (ASTM A563).(7)08 ON CULVERTS WITH OR WITHOUT CURBS Used with 1'-0" Min thick parallel wings on culverts SHEET I OF 2 Rail Members 8" - 8" 6" 6" 04 ]0 Rail 11 Sleeve Memt 2" — %4' Did Pin (Driving (Typ) Fit) or welded lug AT SPLICES OR EXP JTS SECTION B-B PIPE SPLICE DETAIL G PL 3116 (ASTM A36) �..� 31s" Did Drain Hole RAIL CAP DETAIL � %" Dia hex head anchor bolt or threaded rod a (ASTM A307 Gr A) with one hardened steel washer v a i (ASTM F436) placed under -� each hex nut (ASTM A563). One additional hex nut - - must be furnished and - - tack welded for each threaded rod.o Weld Flush or Vre" Max CAST -IN -PLACE & FORMED HOLE ANCHOR BOLT OPTIONS 0 HSS 3.500 x 0.216 (Rail Member) 0 HSS 2.375 x 0.154 (Rail Member) ]O HSS 2.875 x 0.203 (Sleeve Member) 11 HSS 1.900 x 0.145 (Sleeve Member) CONSTRUCTION NOTES: Panel lengths of railing must be attached to a minimum of three posts except at abutment wingwalls. At the Contractor's option anchor bolts may be an adhesive anchorage system. See "Material Notes." Test adhesive anchors in accordance with Item 450.3.3, "Tests". Test 3 anchors per 100 anchors installed. Perform corrective measures to provide adequate capacity if any of the tests do not meet the required test load. Repair damage from testing as directed. Face of rail and posts must be vertical transversely unless otherwise approved. Posts must be perpendicular to adjacent roadway grade. Use Type VIII epoxy mortar under post base plates if gaps larger than '116" exist. For curved railing applications, fabricate the HSS rail to the radius when the radius is 600' or less. Submit shop drawings for approval when tubes are required to be fabricated to a radius. Shop drawings must be submitted to the Engineer for approval. Round or chamfer all exposed edges of steel components rib' by grinding prior to galvanizing. MATERIAL NOTES: Provide ASTM A500 Gr B, A1085 or A53 Gr B for all HSS. Galvanize all metal components of steel rail system. Apply additional coatings when shown elsewhere on the plans. When plans require paint over galvanizing, follow the requirements for painting galvanized steel in Item 445, "Galvanizing" and when field painting, Item 446, "Field Cleaning and Painting Steel." Sleeve members and anchor bolts must receive galvanization prior to installation and only field paint after installation unless directed otherwise by Engineer. Anchor bolts must be 61s" Dia ASTM A307 Gr A with one hardened steel washer (ASTM F436) placed under each hex nut or ASTM A307 Gr A threaded rods with one tack welded hex nut each and with one hex nut with one hardened steel washer (ASTM F436) each. Nuts must conform to ASTM A563 requirements. Optional adhesive anchorage system must be %" Dia ASTM A307 Gr A fully threaded rods with one hex nut and one hardened steel washer (ASTM F436). Nuts most conform to ASTM A563 requirements. Embed fully threaded rods into slab, wingwalls, or culvert curbs using a Type III, Class C, D, E, or F anchor adhesive. Anchor adhesive chosen must be able to achieve a nominal bond strength in tension, Na, of a single anchor of 10 kips (edge distance must be accounted for). Submit signed and sealed calculations or the manufacturer's published literature showing the proposed anchor adhesive's ability to develop this load to the Engineer for approval prior to use. Anchor installation, including hole size, drilling, and clean out, must be in accordance with Item 450, "Railing". GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Do not use this railing on bridges with expansion joints providing more than 5" movement. Rail anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. For all rails, submit erection drawings showing section lengths, splice locations, rail post spacing and anchor bolt setting for approval. Average weight of railing is 30 pit, SHEET 2 OF 2 Working point (at intersection of nominal I.D.) Trimmed edge 0 of pipe c 6 Riprap NOTE: A// cross pipes, calculations, and dimensions are based on the pipe culverts mitered as shown in this detail. Alternate styles of mitered ends will require that appropriate adjustments be made to the values presented on this standard. SIDE ELEVATION OF TYPICAL PIPE CULVERT MITER (Showing corrugated metal pipe (CMP) culvert Details at reinforced concrete pipe (RCP) culvert are similar.) 6 40 ISOMETRIC VIEW OF TYPICAL INSTALLATION Cross pipe length 2" 02 (See table.) 01 (See table.) 2" Cross pipe Cross pipe over over inside outside barrel barrel 16" Did through - hole ------ - - - - -- - - - - - - - I PIPE WITH BOLTED ANCHOR I I #6 anchor bar x F-4" (Typ) Typ end first cross pipe anchor bars as necessary to maintain 2" clear 2. cover to toewall edge n�h of concrete riprap Flowline C C PIPE WITH ANCHOR BARS � Cross pipe .� Typ 2 � � � 3" #6 anchor bar x 1'-4" (Typ) SECTION C-C CROSS PIPE DETAILS Limits of riprap (to be included with SET for payment) (5 3'-6" 2'-0" Cross pipes O 2'-0" 6" Max - Eq Spa at 2'-0" Max 6 O QI 6" Min CL Cross pipe (flush with top of riprap) I I Trimmed edge of pipe culvert ff � Cross pipe ork ---� orlon g not anchor bolt s a�� cross pipe Q o a A a Top of cross o l u ^ 3 A pipe 1 _ N------ -- Anchor -------' ---- ._�.. toewah Flowline -" } 2« See Detail "A" SIDE ELEVATION OF CAST -IN -PLACE CONCRETE (Showing reinforced concrete pipe (RCP) culvert. w u Details at corrugated metal pipe (CMP) culvert are similar.) o �- Limits of riprap (to be included with SET for Tangent to payment) 0 widest portion of pipe culvert 4" Min 2" Min ^i 8 B � Top of riprap Flowline CMP - w c � v End of invert for RCP Toewalf 3" Min 12 '/" 12" Overlap with CMP nG-rnTi rrnrr (Showing invert with corrugated metal pipe (CMP) culvert. Reinforced concrete pipe (RCP) culvert details are similar. Cross pipes not shown for clarity.) Riprap � �e Flow line SECTION B-B (Cross pipes not shown for clarity.) CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, AND RIP Nominal Culvert LD. Conc Riprap (CY)© Pipe Culvert Spa - G 12" 0.6 0 9" 18" 0.8 1 - Z" ZI" 0.9 1' - 4" 24" 27" 0.9 1.0 I' - 7" 7 ` - 8" 30" 1.1 1' - 10" 36" 1.3 2 ]" 42" 48" 1.5 1.7 2 4" 2 T, 54" 2.0 3' - 0" 60" 2.2 3' - 3" 66" 2.4 3` 3" � Cross pipe (flush #6 reinforcing with top of riprap) -, anchor bar.... Riprap - Pipe Culvert (CMP or RCP) SHOWING TYPICAL PIPE CULVERT AND RIPRAP Anchor toewah Pipe culvert (CMP or RCP) 2" Min clear Q N �- Pipe culvert Riprap (CMP or RCP) SHOWING CROSS PIPE WITH ANCHOR BAR 02or01 3/4" x 12" bolt hex with nut and washer Cross pipe (flush with top of riprap) Center anchor bolt between pipe culverts _ Pipe culvert I.D. � Pipe culvert (nominal) T Spa - G SHOWING CROSS PIPE WITH BOLTED ANCHOR SECTION A -A Anchor toewah 09/09/2024 Item WS3. Still Single Mufti- Conditions for Cross Barre{ Barrel 02 Use of Pipe - 01 - O1 Cross Pipes Sizes N/A 2 1" 1' - 9" 3 or more pipe culverts 3" Std (3.500" O.D.) N/A 2 - 70" 2'- 8" N/A 3' - 2" 3` - ]" N/A 3' - 6" 3' - 7" N/A 3 - 70" 3' - 11" 3 or more pipe culverts N/A 4' - 2" 4' - 4" 2 or more pipe culverts 3 %` Still (4.000" O.D.) 4' - 2" 4' - 5" 4' - 8" All pipe culverts 4' - 5' 4 9" 5' - I ' 4" SAFETY END TREATMENT FOR 12" DIA TO 72" DIA PIPE CULVERTS TYPE 11 --- PARALLEL DRAINAGE SET P-PD Fae CD-SETP-PD-20.tl9n om: GAF cK, CAT ow. JRP c,r, GAP ©Tx DOT february 2020 comr sFcr roe Fuenwar HEV(S10M5 v v o . �v c Qo Toe o; slope Of paverflem aall, equrred - See Lavout for limits ELEVATION It It Face of abut cap Filter fabric, when required See Detail C O Min Granular material (when specified) Loose graded gravel or crushed stone placed continuously along periphery of granular material under riprap only or as directed by the Engineer SECTION A -A AT CAP c Type R, Type F, Common Protection Thickness SECTION 8-8 Provide toewall when shoulder- drain is located adjacent to limits of stone riprap. Omit toewall when thickness of protection riprap is greater than I8". 8"X 18 Gage galvanized flashing full length 8"X 18 Gage galvanized of cap 6 flashingfull length Nail flashing to cap g or wingwall and seat of cap with joint sealer O Off' Plug ends and seal joint along ends of cap and - side of wingwalls with joint sealer CAP OPTION A CAP OPTION B DETAIL C 01 Top of cap to top of riprap dimension varies as directed by the Engineer. Provide 9" Min for beam/slab type bridges and P-6" for slab span, box beam, or slab beam bridges. GENERAL NOTES: Refer to Item 432, "Riprap" for stone size and gradation, and construction details, See Layout for limits and thickness of riprap specified. See elsewhere in plans for locations and details of shoulder drains. SHEET 1 OF 2 specified Flat side up ti g, '---Slope of g1, Slope of g„ embankment embankment Slope of )Min Min Minembankment Upright axes of stone io perpendicular to slope io c ifl c }�-6�� '� 1�-6�� j,-6- Min Min Min FIGURE I — TYPE R STONE RIPRAP FIGURE 2 — TYPE F STONE RIPRAP FIGURE 3 — TYPE F STONE RIPRAP E; dry or grouted dry or mortared grouted of Grout when specified T. N Multiple layers �� Slope of (more than one �� embankment rock depth) Slope of Min embankment Filter fabric O \, O P-6° 2 times Min thickness Min FIGURE 4 — COMMON STONE RIPRAP FIGURE 5 PROTECTION STONE RIPRAP (�) dry or grouted 0 Provide bedding material instead of filter fabric if shown elsewhere in plans. See Layout for thickness of bedding material. Minimum toe depth is the larger of the maximum scour depth or 2 times the riprap thickness. n°Y° and Height need to be defined. See layout or detail sheet for values if this option is used. List Stone Protection as size (XX inch) and thickness (YY inch) on the layout. Example: Riprap (Stone Protection) XX inch, Thickness = YY inch. EXTENDED ROCK FILLED TRENCH PROTECTION STONE RIPRAP TOE OPTIONSO SHEET 2 OF 2 T - O L L 0 N QNU 0 O X no D w E w N L O t C O - L Y L L TO 0 c c O L 0 T 4- 00 L i} 0 a L at 0 L20 t 0ID aLD C,} - N •QI N cc w O m c O 0 H L IL . v ac- 0 0 nc 10 c0 L' ot N D Q 0v ♦ L N 0 c L N W00 C 0 J f =X a., PREFERRED LOCATION PLANTING OR OTHER NON -WALKING EXTRA WIDTH MAY BE REQUIRED 0910912024Item WS3. N S. OF PEDESTRIAN SURFACE OR PROTECT DROP OFF (TYP) FOR CLEAR SPACE AT TYPE 1 g' �` MIN PUSH BUTTON (TYP) TYPE 2 PEDESTRIAN PUSH BUTTON. TYPE 3 5'MIN. g' MIN. RAMP RAMP RgMp RAMP 5'MIN NG / 8° TUpACE w W...-..-••�" RA MP TURNING .i�� MAX. / S_ SPACE = = = ..= � � // RAMP CV� pLF \\ y �� ,... �, MAX a � �i 8.3% 5 4REMIN. RED / 5'MIN. \ \ 414, \ 8.Max�..> MAX. TURNING SPACE / C,,. 5'MIN. A MAX. .. ..- -" 8.3% --� ..•- 8.3% / / Max. FLARE L MAX. / RAMP 6' DESIRABLE ..— �"" 5'MIN. ..•.•-•"' _ _ ._ 6'DESIRABLE _ _ WITHOUT PEDESTRIAN WITH PEDESTRIAN 5'MIN° PUSH BUTTON PUSH BUTTON 6'DESIRABLE GRADE BREAK PERPENDICULAR CURB RAMP (TYP) PARALLEL CURB RAMP TYPE 6 RAMP 5' MIN. TYPE 20 Rq TYPE T W ONOANYSS SPORTIONLOPE TOFORAMP, TURNING W/ SIDEWALK W� Mp�� SIDEWALK SPACE OR TRANSITION TO STREET. y 3e (SIDEWALK SET BACK FROM CURB) 7 q I S / y / / SPATURCI NG / �'% / TURNIN W/ E I 8. 3% I Ll / 5' MIN. MAX. TURNING SPACE G .�/ �, / 4 RgMp 8 W / �e y/ W / P�yQ / / SPACE �p / / Q — — 1 \ jURPACE \ `qk h /°Jpr,`oe� yl°� / / / / �oJph�o� gyp+ / / / W y W' M X. S �rFs 1 a:.. w �. ' 1 FLAR \ / W 2i y FLARE �- 2Z MAXPEDESTRIAN / / �.,�. ., MIN — BOTTOM GRADE _ _ ' / 5' PREFERRED CIRCULATION 5 BREAK LINE �' BOTTOM GRADE 4' MIN. PATH BREAK LINE RAMP WIDTH UTTER LINE COMBINATION CURB RAMPS SIDEWALK IDEWA H RgMp WIDTH GUTTER LINE CURB RAMPS AT MEDIAN ISLANDS S.&4INWIDTH SID SIDESALKjrH SIDEWALK PREFERRED LOCATION EWALK MIN• /- OF PEDESTRIAN INSTALL DETECTABLE WARNING SURFACE TYPE 10 y TYPE 5 PUSH BUTTON (TYP) AT EACH END OF THE CUT -THROUGH RAMP � W CROSS SLOPE NOT TO EXCEED 2% / WITH A MINIMUM 2' USUAL SIDEWALK (SIDEWALK ADJACENT TO CURB) / �" ON ANY PORTION OF RAMP, TURNING / TURNING SURFACE BETWEEN. IF MEDIAN IS LESS TYPE 21 / TUR SPACE OR TRANSITION TO STREET. / y SPACE WARNING SURFTHAN 6' ACESELIMINATE DETECTABLE / SPACING / / GUTTER LINE c0 8- rIPF• W / / JP� °� �°+ / / , `' �OJp�i�o �I°gyp / / PROJECTED BACK W / l000l ALIGN CURB PARALLEL UCF / ��` �' / MAX. / / �� / OF CURB WITH CROSSWALK. / \ / 2i A BOTTOM GRADE 5'MIN' / —' �- BOTTOM GRADE BREAK LINE / MIN• ._ BREAK LINE R4A4p GUTTER LINE i NOTE: CURB DETAILS ARE SHOWN S DEWP WIDTH _ GUTTER LINE 6'PI�DEWALK MIN. ELSEWHERE IN THE PLANS. 6 PREFERRED SI DIRECTIONAL RAMPS WITHIN RADIUS EFERRED,SI N. 2 DTH BLEfDUSHED TLAN ING)ON �tia TYPE 22 NOTES / LEGEND: SHEET I OF 4 c) FLARE BOTTOM GRADE BREAK OF CURB RAMP WILL NORMALLY BE AT GUTTER LINE. SEE GENERAL NOTES ON SHEET 2 OF 4 FOR MORE INFORMATION. Design RAMP SURFACE SLOPES AT GRADE BREAKS 8.3% MAX. , P P Division SHALL BE FLUSH. Texas Department Transportation Standard FLARE 5'X 5' (MIN. ) RAMP PEDESTRIAN FAC I I TIES BEYOND E 0 D TURNING SPACE CONTINUOUS CURB NON -WALKING SURFACE V_ V_ GUTTER LINE CURB RAMPS / DENOTES PLANTING OR V. 8.3% MAX. I NOT PART OF PEDESTRIAN V_ V_ CIRCULATION PATH. V- i RAMP GRADE BREAK SLOPE COUNTER SLOPE DETECTABLE WARNING SURFACE o P E D- 18 FLARE FLARE 5% MAX. FILE: Ped18 ON: TxDOT Dw:VP CK:KM cK: PK&JG RAMP DENOTES PREFERRED LOCATION RAMP LIMITS © TxDOT: MARCH, 2002 COAT SECT JOB HIGHWAY 8.3% MAX. TYPICAL SECTION OF PERPENDICULAR OF PEDESTRIAN PUSH BUTTON ® OF PAYMENT -- REv,s,oNs I F APPLICABLE. REVISED 020 COMBINATION ISLAND RAMPS CURB RAMP AT CONNECTION TO ROADWAY REVISED 06,,201212 p,ST COUNTY SH d REVISED 01, 2018 33 C - O N oL 0 0� o -v no D W N N •- L of C� Y L L TO C U OC O L T 0 C L 00 L 0 o ,- a 0 L 2 0 a L UZ 0 o 0ID aD 0C C N L N N cc C« w 0 0 x •- 0 to H L C0 U nc N L `0 0 ot N D a ow N L 0 N C C 0 . w� 00 00 J ] f v�=o 0.1 GENERAL NOTES PIIDD DAUDC 1. Install a curb romp or blended transition at each pedestrian street crossing. 2. All slopes shown ore maximum allowable. Cross slopes of 1.5% and lesser running should be used. Adjust curb romp length or grade of approach sidewalks as directed. 3. Maximum allowable cross slope on sidewalk and curb romp surfaces is 2%. 4. The minimum Sidewalk width is 5'. Where the Sidewalk is adjacent to the bock of curb, a 6' sidewalk width is desirable. Where a 5' sidewalk cannot be provided due to site constraints, sidewalk width may be reduced to 4' for short distances. 5'x 5' passing areas at intervals not to exceed 200' ore required. 5. Turning Spaces Shall be 5'x 5' minimum. Cross slope Shall be maximum 2%. 6. Clear space at the bottom of curb romps shall be a minimum of 4'x 4' wholly contained within the crosswalk and wholly outside the parallel vehicular travel path. 7. Provide flared sides where the pedestrian circulation path crosses the curb romp. Flared sides shall be sloped at 10% maximum, measured parallel to the curb. Returned curbs may be used only where pedestrians would not normally walk across the ramp, either because the adjacent surface is planted, substantially obstructed, or otherwise protected. 8. Additional information on curb ramp location, design, light reflective value and texture may be found in the latest draft of the Proposed Guidelines for Pedestrian Facilities in the Public Right of Way (PROWAG) as published by the U.S. Architectural and Transportation Barriers Compliance Board (Access Board). 9. To serve as a pedestrian refuge area, the median should be o minimum of 6' wide, measured from back of curbs. Medians should be designed to provide accessible passage over or through them. 10. Small channelization islands, which do not provide a minimum 5'x 5' landing at the top of curb ramps, Shall be cut through level with the surface of the street. 11. Crosswalk dimensions, crosswalk markings and stop bar locations sholl be as shown elsewhere in the plans. At intersections where crosswalk markings ore not required, curb ramps shall align with theoretical crosswalks unless otherwise directed. 12. Provide curb romps to connect the pedestrian access route at each pedestrian street crossing. Handrails ore not required on curb ramps. 13. Curb romps and landings shall be constructed and paid for in accordance with Item 531 "Sidewolks". 14. Place concrete at a minimum depth of 5" for romps, flares and landings, unless otherwise directed. 15. Furnish and install No. 3 reinforcing steel bars at 18" o.c. both ways, unless otherwise directed. 16. Provide a smooth transition where the curb romps connect to the street. 17. Curbs shown on sheet 1 within the limits of payment are considered part of the curb ramp for payment, whether it is concrete curb, gutter, or combined curb and gutter. 18. Existing features that comply with applicolble standards may remain in place unless otherwise shown on the plans. DETECTABLE WARNING MATERIAL 19. Curb romps must contain a detectable warning surface that consists of raised truncated domes complying with PROWAG. The surface must contrast visually with adjoining surfaces, including side flares. Furnish and install on approved cost -in -place dark brown or dark red detectable warning surface material adjacent to uncolored concrete, unless specified elsewhere in the plans. 20. Detectable Warning Materials must meet TxDOT Departmental Materials Specification DMS 4350 and be listed on the Material Producer List. Install products in accordance with manufacturer's specifications. 21. Detectable warning surfaces must be firm, stable and slip resistant. 22. Detectable warning surfaces Shall be a minimum of 24 inches in depth in the direction of pedestrian travel, and extend the full width of the curb romp or lording where the pedestrian access route enters the street. 23. Detectable warning surfaces shall be located so that the edge nearest the curb line is at the back of curb and neither end of that edge is greater than 5 feet from the back of curb. Detectable warning surfaces may be curved along the corner radius. 24. Shaded areas on Sheet 1 of 4 indicate the approximate location for the detectable warning surface for each curb romp type. DETECTABLE WARNING PAVERS (IF USED) 25. Furnish detectable warning pover units meeting oil requirements of ASTM C-936, C-33. - Lay in a two by two unit basket weave pattern or as directed. 26. Lay full-size units first followed by closure units consisting of at least 25 percent (25%) of a full unit. Cut detectable warning paver units using a power sow. CinrWAI VC 27. Provide clear ground space at operable ports, including pedestrian push buttons. Operable ports ports sholl be placed within unobstructed reach range specified in - PROWAG section R406. 28. Place traffic signal or illumination poles, ground boxes, controller boxes, signs, drainage facilities and other items so as not to obstruct the pedestrian access route or clear ground space. 29. Street grades and cross slopes shall be as shown elsewhere in the plans. 30. Changes in level greater than 114 inch ore not permitted. 31. The least possible grade should be used to maximize accessibility. The running slope of sidewalks and crosswalks within the public right of way may follow the grade of the parallel roadway. Where a continuous grode greater than five percent (5%) must be provided, handrails may be desirable to improve accessibility. Handrails may also be needed to protect pedestrians from potentially hazardous conditions. If provided, handrails shall comply with PROWAG R409. 32. Handrail extensions Shall not protrude into the usable landing area or into intersecting pedestrian routes. 33. Driveways and turnouts sholl be constructed and paid for in accordance with Item "Intersections, Driveways and Turnouts". Sidewalks sholl be constructed and paid for in accordance with Item, "Sidewalks". - 34. Sidewalk details ore shown elsewhere in the plans. DETECTABLE WARNING PAVER' PREFABRICATED DETECTABLE WITH TRUNCATED DOMES WARNING PANEL SIDE FLARE (TYP) NO.3 REBAR AT 18" (MAX) ON -CENTER (MIN.) 5" DEPTH EXCLUSIVE BOTH WAYS OR AS DIRECTED OF DETECTABLE WARNING CLASS A CONCRETE - SHALL CONFORM TO APPLICABLE SPECIFICATIONS SECTION VIEW DETAIL CURB RAMP AT DETECTIBLE WARNINGS DETECTABLE WARNING SURFACE DETAI PEDESTRIAN TRAVEL DETECTABLE WARNING DIRECTION SURFACE i i TURNING RAMP SPACE i i RAMP 2' (Min.) H 000�t00000 PARALLEL CURB RAMP TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE BACK OF CURB RAMP /-DETECTABLE WARNING SURFACE } o00000000000000000000°° SIDE FLARE 2' (MIN. > (TYP) PERPENDICULAR CURB RAMP BACK OF CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. PEDESTRIAN TRAVEL DIRECTION TURNING SPACE SIDE CURB *NOTE: / (TYP) BOTH ENDS OF THE RAMP DETECTABLE WARNING SURFACE SHALL BE 5' OR LESS FROM BACK OF CURB. DETECTABLE WARNING SURFACE 2' MIN. °a * 5' MAX. BACK OF CURB DIRECTIONAL CURB RAMP TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN. SHEET 2 OF 4 w a 0 c - O N L L 0 N S -v c� Y L TO O C w °o T V- C L O O L N 3 O i wO L at O Lio U O O L aD c c ,- •- N L w N w .- C L C w w O N C O O x •— w N H L w w C L O �- O nc 10 c o L ot N D a ow ♦ L N N C L w .� w 0 n two J a f vuwX =x 0.1 SIDEWALK TREATMENT AT DRIVEWAYS PLANTING OR OTHER NON -WALKING SURFACE DRIVEWAY PAYMENT o • yMgk S'U MjN S'44 / �W .S•M %li bLL� / i l PLANTING OR OTHER NON -WALKING SURFACE DRIVEWAY PAYMENT-, SETBACK SIDEWALK DRIVEWAY PAYMENT y O�PP oN 2° M �' S •u IN s& 44 wins cinrWAI If DRIVEWAY PAYMENT AL K NOTES: WHERE DRIVEWAYS CROSS THE PEDESTRIAN ROUTE, SIDES SHALL BE FLARED AT 10% MAX SLOPE. �F �F IF CURB HEIGHT IS GREATER THAN 6 INCHES, USE w w GRADE LESS THAN OR EQUAL TO 5%. HANDRAIL AND a DETECTABLE WARNING ARE NOT REQUIRED. O LL CAFE 80" ' PROTECTED ZONE �4" MAX. POST ' 53" PROJECTION PROTECTED ZONE 4" MAX. WALL ' PROJECTION ' 27" / CANE DETECTABLE I� 11 RANGE PROTECTED ZONE NOTE: IN PEDESTRIAN CIRCULATION AREA, MAXIMUM 4" PROJECTION FOR POST OR WALL MOUNTED OBJECTS BETWEEN 27" AND 80" ABOVE THE SURFACE. MAX. LENGTH OF OBSTRUCTION MIN. DISTANCE 2'-0" BETWEEN OBSTRUCTIONS CURB 5 O OBSTRUCTION (POLE, HYDRANT, ETC.) 7 1 1, 7 4'MIN. AT 5'SIDEWALK OBSTRUCTION 5'SIDEWALK MIN. 4'MIN. AT MIN. OBSTRUCTION PLAN VIEW OBSTRUCTION (CONTROLLER CABINET, MAILBOX, ETC.) PLACEMENT OF STREET FIXTURES NOTE: ITEMS NOT INTENDED FOR PUBLIC USE. MINIMUM 4' X 4' CLEAR GROUND SPACE REQUIRED AT PUBLIC USE FIXTURES. CLEAR SPACE ADJACENT TO PEDESTRIAN PUSH BUTTON fRIAN DE Ci WHEN AN OBSTRUCTION OF A HEIGHT GREATER THAN 27" FROM THE SURFACE WOULD CREATE A PROTRUSION OF MORE THAN 4" INTO THE PEDESTRIAN CIRCULATION AREA, CONSTRUCT ADDITIONAL CURB OR FOUNDATION AT THE BOTTOM TO PROVIDE A MAXIMUM 4" OVERHANG. 0910912024 Item WS3. PROTRUDING OBJECTS OF A HEIGHT <_ 27" ARE DETECTABLE BY CANE AND DO NOT REQUIRE ADDITIONAL TREATMENT. DETECTION BARRIER FOR VERTICAL CLEARANCE< 80" SHEET 3 OF 4 I Design I Division Texas Department of Transportation Standard CURB RAMPS i PILE: Ped18 DN:TxDOT DW;VP CK=KM CK:PK&JG © TxDOT: MARCH, 2002 CONr ISECTI JOB 111HWnr Rev[s1oNs aEV]SED f18 2111 iEV15LU 06, 2012 UI S1COUNTY SH c� Y L TO O C w °0 T V- 00 L N i� O l z O a t L of a o Lio U D O L ao° c N .O N m •- cc C w O 00 x N N H L N C }u nc C o L 0 > T O + N w a 0 PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (TYP) STOP BAR 5'X 5'(MIN.) TURNING SPACE SPLIT RADIAL RAMP PLACEMENT SIDEWALK SIDEWALK ADJACENT - I. - 5'X 5'(MIN.) TURNING SPACE SIDEWALK SIDEWALKA ^DJACENT 5'X 5' (MIN. ) TURNING SPACE SIDEWALK t y SIDEWALK REMOTE TYPICAL CROSSING LAYOUTS SEE SHEET I OF 4 FOR DETAILS AND DIMENSIONS CROSSWALK i \ SIDEWALK - 7i 4'X 4'(MIN.) SIDEWALK ADJACENT MANEUVERING SPACES TO CURB CROSSWALK SKEWED INTERSECTION WITH "LARGE" RADIUS O ul STOP BAR STOP BAR <4 AT INTERSECTION W/FREE RIGHT TURN & ISLAND E \ CROSSWALK SIDEWALK i I 4'X 4'(MIN.) SIDEWALK REMOTE MANEUVERING FROM CURB 5'X 5'(MIN.) SPACES TURNING SPACE 4'(MIN.) AT mcillm[ml[li-1:L4i[Simi if 3w=wwffmllml STOP BAR y y y ti CROSSWALK �( SIDEWALK 4'X 4'(MIN.) SIDEWALK ADJACENT MANEUVERING TO CURB SPACES LEGEND: MID -BLOCK PLACEMENT PERPENDICULAR RAMPS NORMAL INTERSECTION WITH "SMALL" RADIUS SHOWS DOWNWARD SLOPE. DENOTES PREFERRED LOCATION OF PEDESTRIAN PUSH BUTTON (IF APPLICABLE). DENOTES PLANTING OR NON -WALKING SURFACE \(\t- NOT PART OF PEDESTRIAN CIRCULATION PATH. V_ V_ V_ V V_ V 5'X 5'(MIN.) TURNING SPACE 5'X 5'(MIN.) SHARED TURNING SPACE SHEET 4 OF 4 1 0910912024 Item Department: Parks and Recreation Prepared By: Janet Pieper ect Updates ongoing Parks and Recreation Department projects. Wylie Parks and Recreation Board FA N � 0 cl 4 Z I l-YA 4 191 Account Code: F37]