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Res 13-13 Authorizing an Agreement with the City of RoanokeTOWN OF WESTLAKE RESOLUTION NO. 13-13 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, AUTHORIZING THE MAYOR TO EXECUTE AN INTERLOCAL AGREEMENT BETWEEN THE TOWN OF WESTLAKE AND THE CITY OF ROANOKE, RELATED TO THE RECONSTRUCTION OF MAIN STREET WITHIN WESTLAKE TOWN LIMITS. WHEREAS, the Interlocal Cooperation Act authorizes local governments to contract with one or more local governments to perform governmental functions and services under the terms of the Act; and WHEREAS, Roanoke is a duly organized municipality in Denton and Tarrant County, Texas, engaged in the provision of municipal and related services for the benefit of the citizens of the City of Roanoke, Texas; and WHEREAS, Westlake is a duly organized municipality in Denton and Tarrant County, Texas, engaged in the provision of municipal and related services for the benefit of the citizens of the Town of Westlake, Texas; and WHEREAS, The City of Roanoke plans to begin construction on the Town of Westlake portion of Main Street through an inter -local agreement; and, WHEREAS, Westlake desires to provide residents and commuters safe and aesthetically pleasing street to travel; and, WHEREAS, the Town Council finds that the passage of this Resolution is in the best interest of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That, all matters stated in the Recitals hereinabove are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Town of Westlake Town Council does hereby approve the proposed inter -local agreement with the City of Roanoke, attached as Exhibit "A", related to the reconstruction of Main Street within the Town of Westlake town limits. SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 13-13 Page 1 of 2 SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 22 DAY OF APRIL 2013. ATTEST: l Kelly Edwar , Town Secretary APPROVED AS T L. Slon Lowryjo LaIfia L. Wheat, Mayor Thomas E. BrV Town Manager TEX AS Resolution 13-13 Page 2 of 2 INTERLOCAL COOPERATION AGREEMENT BETWEEN CITY OF ROANOKE, TEXAS AND TOWN OF WESTLAKE, TEXAS This Interlocal Agreement (hereinafter referred to as the "Agreement") is entered into pursuant to the provisions of the Interlocal Cooperation Act, Chapter 791 of the Texas Government Code, by and between the City of Roanoke, Texas, a Texas home -rule municipality (hereinafter referred to as "Roanoke"), and the Town of Westlake, Texas, a Texas general law municipality (hereinafter referred to as "Westlake"). WHEREAS, the Interlocal Cooperation Act authorizes local governments to contract with one or more local governments to perform governmental functions and services under the terms of the Act; and WHEREAS, Roanoke and Westlake mutually desire to be subject to the provisions of the Texas Government Code, Chapter 791, the Interlocal Cooperation Act, specifically section 791.011 regarding contracts to perform governmental functions and services; and WHEREAS, Roanoke is a duly organized municipality in Denton and Tarrant County, Texas, engaged in the provision of municipal and related services for the benefit of the citizens of the Town of Roanoke, Texas; and WHEREAS, Westlake is a duly organized municipality in Denton and Tarrant County, Texas, engaged in the provision of municipal and related services for the benefit of the citizens of the Town of Westlake, Texas; and WHEREAS, Roanoke and Westlake desire to enter into this Agreement to address the construction and improvements to Main Street, located within Roanoke and Westlake; and WHEREAS, Roanoke and Westlake believe this Agreement is in the best interests of Roanoke and Westlake. NOW, THEREFORE, for and in consideration of the agreements contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Roanoke and Westlake agree as follows: Section 1. Incorporation of Premises. The foregoing recitals are hereby incorporated into the body of this Agreement and shall be considered part of the mutual covenants, consideration and promises that bind the parties. Section 2. Term. This Agreement shall be effective as of the Effective Date, as defined herein, and shall continue thereafter until all obligations of Roanoke and Westlake have been performed in full, or on until January 1, 2015, unless terminated sooner under the Resolution 13-13 provisions hereof. Section 3. Definitions. The following words shall have the following meanings when used in this Agreement. (a) Agreement. The word "Agreement" means this Interlocal Cooperation Agreement, together with all exhibits and schedules attached to this Agreement from time to time, if any. (b) Effective Date. The words "Effective Date" mean the date of the latter to execute this Agreement by and between Roanoke and Westlake. (c) Main Street Project. The words "Main Street Project" means the construction of the public roadway and related improvements on Main Street, consistent with the final approved Main Street Reconstruction plans, including water and sanitary sewer plans, traffic control plans, roadway plans and profile, storm drain plans and profile and erosion control plans, a copy of which are attached hereto as Exhibit B of this Agreement. Said Main Street Project is located within Roanoke and Westlake, Denton County, Texas, as generally depicted in Exhibit A of this Agreement which is attached hereto and incorporated herein for all purposes. (d) Roanoke. The words "Roanoke" mean the City of Roanoke, Texas, a Texas home -rule municipality, whose address for the purposes of this Agreement is 108 S. Oak Street, Roanoke, Texas 76262. (e) Term. The word "Term" means the term of this Agreement as specified in Section 2 of this Agreement. (f) Westlake. The word "Westlake" means the Town of Westlake, Texas, a Texas general law municipality, whose address for the purposes of this Agreement is 3 Village Circle, Suite 202, Westlake, Texas 76262. Section 4. Obligations of Roanoke. Roanoke covenants and agrees with Westlake that, while this Agreement is in effect, it shall comply with the following terms and conditions: (a) Roanoke shall at is sole cost and expense contract for the engineering design of the Main Street Project. In addition, Roanoke shall at its sole cost and expense construct the Main Street Project located within Roanoke, and Westlake, consistent with the Main Street Reconstruction Plans attached hereto as Exhibit B of this Agreement. All roadway construction within the scope of the Main Street Project and within Westlake must comply with Westlake's ordinances and standards that are in effect as of the Effective Date of this Agreement. (b) Consistent with Section 791.011(d)(3) of the Texas Government Code, Roanoke in Page 2 of 9 Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4/23/201312:38:06 PM Resolution 13-13 making payments hereunder for governmental functions or services, shall make payments from current revenues available to Roanoke. It is understood and agreed that the funding for the Term set forth above has been approved and will be appropriated by Roanoke. Section 5. Obligations of Westlake. Westlake covenants and agrees with Roanoke that, while this Agreement is in effect, it shall comply with the following terms and conditions: (a) Westlake shall allow access to Roanoke for the construction of the Main Street Project within Westlake during the Term of this Agreement. Section 6. Default. In the event of default of the obligations of this Agreement, the non -defaulting party shall give written notice to the other party of any default, and the defaulting party shall have thirty (30) days to cure said default. Should said default remain uncured as of the last day of the applicable cure period, and the non -defaulting party is not otherwise in default, the non -defaulting party shall have the right to immediately terminate this Agreement. The written notice shall be mailed to the below -noted addresses via U.S. certified mail, postage prepaid and return receipt requested, and the date of mailing shall be deemed the date of the postmark. Section 7. Miscellaneous Provisions. The following miscellaneous provisions are a part of this Agreement: (a) Amendments. This Agreement constitutes the entire understanding and agreement of the parties as to the matters set forth in this Agreement. No alteration of or amendment to this Agreement shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment. (b) Applicable Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Denton County, Texas. Venue for any action arising under this Agreement shall lie in the state district courts of Denton County, Texas. (c) Assignment. This Agreement may not be assigned without the express written consent of the other party. (d) Attorney's Fees. In the event any person initiates or defends any legal action or proceeding to enforce or interpret any of the terms of this Agreement, the prevailing party in any such action or proceeding shall be entitled to recover its reasonable costs and attorney's fees (including its reasonable costs and attorney's fees on any appeal). (e) Binding Obligation. This Agreement shall become a binding obligation on the signatories upon execution by all signatories hereto. Roanoke warrants and represents that the individual executing this Agreement on behalf of Roanoke has full authority to execute this Agreement and bind Roanoke to the same. Westlake warrants and represents Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 412312013 12:38:06 PM Page 3 of 9 Resolution 13-13 that the individual executing this Agreement on Westlake's behalf has full authority to execute this Agreement and bind it to the same. (f) Caption Headings. Caption headings in this Agreement are for convenience purposes only and are not to be used to interpret or define the provisions of the Agreement. (g) Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which shall constitute one and the same document. (h) Force Majeure. It is expressly understood and agreed by the parties to this Agreement that if the performance of any obligations hereunder is delayed by reason of war, civil commotion, acts of God, inclement weather, fire or other casualty, or court injunction, the party so obligated or permitted shall be excused from doing or performing the same during such period of delay, so that the time period applicable to such obligation or requirement shall be extended for a period of time equal to the period such party was delayed. (i) Immunity and Defenses. It is expressly understood and agreed that, in the execution of this Agreement, no party waives, nor shall be deemed hereby to have waived any immunity or defense that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the parties do not create any obligations, express or implied, other than those set forth herein, and this Agreement shall not create any rights in parties not signatories hereto. (j) Notices. Any notice or other communication required or permitted by this Agreement (hereinafter referred to as the "Notice") is effective when in writing and (i) personally delivered either by facsimile (with electronic information and a mailed copy to follow) or by hand or (ii) three (3) days after notice is deposited with the U.S. Postal Service, postage prepaid, certified with return receipt requested, and addressed as follows: if to Roanoke: The City of Roanoke, Texas 108 S. Oak Street Roanoke, Texas 76262 Attn: City Manager Telephone: (817) 491-2411 if to Westlake: The Town of Westlake, Texas 3 Village Circle, Suite 202 Westlake, Texas 76262 Attn: Town Manager Telephone: (817) 430-0941 Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4/231201312:38:06 PM Page 4 of 9 Resolution 13-13 (k) Severability. The provisions of this Agreement are severable. If any paragraph, section, subdivision, sentence, clause, or phrase of this Agreement is for any reason held by a court of competent jurisdiction to be contrary to law or contrary to any rule or regulation have the force and effect of the law, the remaining portions of the Agreement shall be enforced as if the invalid provision had never been included. (1) Time is of the Essence. Time is of the essence in the performance of this Agreement. [The Remainder of this Page Intentionally Left Blank] Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4/23/2013 12:38:06 PM Page 5 of 9 Resolution 13-13 APPROVED by The City Council of The City of Roanoke, Texas, in its meeting held on the a314day of ri , 2013, and executed by its authorized representative. CITY OF ROANOKE, TEXAS F,RD 10111 A Texas home -rule municipality r� By: :� �`,�•9►••..+Qy�� Carl E. Gierisch, yor ATTEST: "_"NOM,, QJ April Hill, City Secretary APPROVED AS TO FORM: ?Moore,Ci y Attorney Page 6 of 9 Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 412312013 12:37:54 PM Resolution 13-13 APPROVED by The Town Council of The Town of Westlake, Texas, in its meeting held on the 22 day of Ape -1, 1 , 2013, and executed by its authorized representative. ATTEST: Ira, 1111 TOWN OF WESTLAKE, TEXAS A Texas general law municipality Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4/23/2013 12:38: 06 PM By: ax 1, ra Wheat, Mayor Page 7 of 9 Resolution 13-13 Exhibit A Depiction of Main Street Project Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4123/2013 12:38: 06 PM Page 8 of 9 Resolution 13-13 Exhibit B Main Street Reconstruction Plans Interlocal Agreement City of Roanoke, Texas — Town of Westlake, Texas 4/23/201312:38:06 PM Page 9 of 9 Resolution 13-13 SHEET INDEX COVER SHEET C-1 GENERA. NOTES G-1 SURVEY CONTROL SC -1 TRAFFIC CONTROL PUN TC -1 WATER MAIN PIAN U-1 WATER AWN # SANITARY SEWER PLAN ANDPROFILE STA 0+00 TO 3+00 U-2 WATER AWN & SANITARY SEWER PIAN AND PROFILE STA 3+00 TO 7+00 U-3 WATER MAIN &SANITARY SEWER PLAN AND PROFILE STA 7+00 TO 11+00) U-4 WATER AWN k SANITARY SEWER PIAN AND PROFILE SU 11+00 TO i6+OD) U-5 WATER MAIN R SANITARY SEWER PUN AND PROFILE STA 15+00 TO 19+003 U-6 ER MAIN & SANITARY SEWER PLAN AND PROFILE STA 19+00 TO 22+88 U-7 WATER AWN & SANITARY SEWER PUN AND PROFILE STA 0+00 TO 2+80) U-8 WATER MAIN DETAILS 1 U-9 WATER MAIN DETAILS 2 U-10 SANITARY SEWER DETAILS 1U-11 SANITARY SEWER DETAILS 2 U-12 DRAINAGE AREA MAP SHEET 1OF 2 DM71 DRAINAGE AREA MAP SHEET 2 OF 2 DM —2 DRAINAGE CALCULATIONS DM -3 STORMDRAIN PLAN h PROFILE 0+00 TO 4+00) SD -1 rrA STORM DRAIN PLAN & PROFILE (STA 4+00 TO 8+00 SO -2 STORM DRAIN PLAN 8: PROFILE STA 8+00 TO 12+00) SD -3 STORM DRAIN PIAN PROFILE STA 12+00 TO 16+00 SD -4 STORM DRAIN PLAN k PROFILE STA 16+00 TO 20+00 SD -5 STORM DRAIN PIAN R PROFILE STA 20+00 TO 24+00 SD -8 STORM DRAIN PLAN 4 PROFILE STA 24+00 TO 28+00 SD -7 STORM DRAIN PIAN R PROFILE STA 28+00 TO 31+ SD -8 STORM DRAINAGE DETAILS SD -9 STORM DRAIN PROFILES LATERALS A-1 THRU A-5 SD -10 STORM DRAIN PROFILES LATERALS A-8 THRU A-10 SD -11 STORM DRAIN PROFILES LATERALS A-11 THRU A-15 SD -12 ROADWAY PLAN k PROFILE STA G+00 TO 4+00) P-1 ROADWAY PLAN d PROFILE STA 4+00 TO 8+00) P-2 ROADWAY PLAN h PROFILE STA 8+00 TO 12+00) P-3 ROADWAY PLAN h PROFILE STA 12+00 TO 18+00 P-4 ROADWAY PUN E: PROFILE STA 16+00 TO 20+00 P-5 ROADWAY PLAN h PROFILE STA 20+00I 24+00 P-8 ROADWAY PAW R PROFILE STA 24+00 TG 28+00 P-7 ROADWAY PUN A PROFILE STA 28+00 TO 32+00 111 ROADWAY PLAN & PROFILE SU 32+00 TO 34+40.87) P-9 PAVING DETAILS P-10 PAYING DETAILS P-11 CROSS SECTIONS — MAIN ST. STA 0+00 TO 5+28.95) XC -1 CROSS SECTIONS —AWN ST. STA 5+35.95 TO 9+40) XC -2 CROSS SECTIONS —AWN ST. STA 9+60 TO 12+00) XC -3 CROSS SECTIONS — AWN ST. STA 13+37.05 TO 15+50) XC -4 CROSS SECTIONS — MAIN ST. STA 16+88.93 TO 19+84.47) XC -5 CROSS SECTIONS —AWN ST. STA 20+00 TO 22+84.44) XC -8 CROSS SECTIONS — MAIN ST. STA 23+00 TO 28+70.94) XC -7 CROSS SECTIONS — MAIN ST. STA 28+50 TO 29+40) XC -8 CROSS SECTIONS — MAIN ST. STA 29+8O TO 34+50) XC -9 TEMPORARY GROUP AWL BOX SIGNAGE PUN MI SIGN ASSEMBLY DETAILS SA -1 SOL EROSION CONTROL PLAN SE -1 SOL EROSION CONTROL DETAILS SE -2 LS TRAFFICRA T-2 DDETAAIILS 2 TRAFFIC DETAILS 3 T-3 o Know what's below. Call before you dig. TEXAS PENTON COUNTY, 2013 CARL E. GIERISCH MAYOR SCOTT CAMPBELL CITY MANAGER CODY PETREE DIRECTOR OF COMMUNITY DEVELOPMENT SHAWN WILKINSON PUBLIC WORKS SUPERINTENDENT COMPANY LICENSE NUMBER: F-8794 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. WADETRIM ENGINEER: DAVID SPEICHER TEXAS LICENSE NO: 94830 DATE DECEMBER 14, 2012 KEY MAP HOT TO SCALE NOT VAJD FDR CONSTRUCTION UNLESS SIGNED AND DATED: 11011 N0. 1111ET:T R0N5002-01X C-1 m WADETRW 9I0 SouN A1a!n StrieA SW[e f 10 C. 817A h0, 77 ]6051 Q 811.4B6.00Sd0]].533.96i9 0 M... .. m aasm al�x��no�on,rouro�io�arAa� � 94850 r DAVID SPEICHER LICENSE W. o a� a =Zf � �.fvnt . �• A•xa+w m�G.S ,av n �, aJ i E ir IT a•4 tf PROJECT; LOCATION LOCATION MAP NOT TO SCALE CARL E. GIERISCH MAYOR SCOTT CAMPBELL CITY MANAGER CODY PETREE DIRECTOR OF COMMUNITY DEVELOPMENT SHAWN WILKINSON PUBLIC WORKS SUPERINTENDENT COMPANY LICENSE NUMBER: F-8794 NOT FOR CONSTRUCTION THIS DOCUMENT IS INTENDED FOR REVIEW ONLY AND IS NOT INTENDED FOR BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. WADETRIM ENGINEER: DAVID SPEICHER TEXAS LICENSE NO: 94830 DATE DECEMBER 14, 2012 KEY MAP HOT TO SCALE NOT VAJD FDR CONSTRUCTION UNLESS SIGNED AND DATED: 11011 N0. 1111ET:T R0N5002-01X C-1 m WADETRW 9I0 SouN A1a!n StrieA SW[e f 10 C. 817A h0, 77 ]6051 Q 811.4B6.00Sd0]].533.96i9 0 M... .. m aasm al�x��no�on,rouro�io�arAa� � 94850 r DAVID SPEICHER LICENSE W. o GENERAL NOTES: 1. THE CONTRACTOR SHALL FURNISH A TRAFFIC CONTROL PLAN AND/OR DETOUR PLAN, FOR ALL WORKING AREAS, TO THE CITY FOR APPROVAL PRIOR TO THE PRE -CONSTRUCTION MEETING. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE OF TRAVEL AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS AND FLAG MEN WILL BE ACCEPTABLE. 2. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TRAFFIC CONTROL AND DETOUR SIGNS AND DEVICES THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR MAY ELECT TO USE ALTERNATIVE TRAFFIC CONTROL PLANS OR ESTABLISH DETOUR PLANS. THOSE PLANS SHALL BE APPROVED BY THE CITY PRIOR TO IMPLEMENTATION. 3. THE CONTRACTOR SHALL PREPARE, IMPLEMENT AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE ENTIRE PROJECT AND ADJACENT AREAS. CONTRACTOR SHALL SUBMIT ALL REQUIRED N01'S AND NOT'S 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROLS UNTIL THE PROJECT IS ACCEPTED AND A NOTICE OF TERMINATION IS RECEIVED. 5. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR THIS PROJECT. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 6. CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED WATER METERS, MANHOLES, VALVE BOXES, VAULTS AND FACILITIES TO THE FINAL GRADE. ADJUSTMENTS TO THESE ITEMS IS CONSIDERED SUBSIDIARY TO THE PROJECT. 7. THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY, THE LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF THE WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. COPIES OF THE LETTER SHALL BE FORWARDED TO THE CITY INSPECTOR. THE CONTRACTOR SHALL NOTIFY RESIDENTS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 8. CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING TO COMPLETE THIS PROJECT. 9. THE CONTRACTOR SHALL REMOVE ALL FENCES LOCATED WITHIN EASEMENTS OR RIGHT-OF-WAY THAT ARE INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION, REMOVED FENCES, WOODEN OR CHAIN LINK, SHALL BE. REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCE (IF VIDEO OR PICTURES OF EXISTING FENCE WAS TAKEN PRIOR TO REMOVAL). ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICE FOR VARIOUS ITEMS LISTED IN THE PROPOSAL, 10. CONTRACTOR SHALL REMOVE ALL MAIL BOXES WITHIN THE PROJECT LIMITS DURING CONSTRUCTION. CONTRACTOR SHALL REPLACE ALL REMOVED MAIL BOXES PRIOR TO THE COMPLETION OF THE PROJECT. REMOVING AND REPLACING OF THE MAIL BOXES SHALL OCCUR IN A MANNER THAT WILL NOT DISRUPT THE DELIVERY OF MAIL. AN OFF-SITE CENTRAL MAILBOX LOCATION SHALL BE ESTABLISHED BY THE CONTRACTOR TO ENSURE MAIL SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE MAIL SERVICE WITH THE POSTAL SERVICE. 11, CONTRACTOR SHALL SAWCUT EXISTING CURB AND GUTTER, PAVEMENT, DRIVEWAYS, AND SIDEWALKS AT AREAS WHERE PAVEMENT OR CONCRETE IS TO BE REMOVED. SAWCUTS WILL BE CONSIDERED SUBSIDIARY TO THE PRICE OF THE VARIOUS ITEMS CAUSING THE REMOVAL. 12. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAY AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADES SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM., BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF THE CONSTRUCTION CREW AND GENERAL PUBLIC AND THE SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY. NOT A SEPARATE PAY ITEM. 14. ALL DRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVE AT LEAST A TEMPORARY RIDING SURFACE AT THE END OF EACH DAY. THE TEMPORARY SURFACE WILL BE CONSIDERED A NON PAY ITEM. 15. WHEN A CONTRACTOR IS REQUIRED TO WORK ON PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION. ONCE WORK IS COMPLETED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (1D) WORKING DAYS, FAILURE TO MAINTAIN SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER CONSTRUCTION ACTIVITIES NOT INCLUDING TRAFFIC CONTROL. 16. THE CONTRACTOR MAY ELECT TO VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS. THIS PRE -CONSTRUCTION VIDEO TAPING OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY WORK. 17. CONTRACTORS PERSONNEL SHALL HAVE IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 18. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF 8:00 AM TO 6:00 PM, MONDAY THROUGH SATURDAY. NO WORK WILL BE ALLOWED ON SUNDAYS AND DESIGNATED CITY HOLIDAYS WITHOUT THE APPROVAL OF THE CITY. 19. THE LOCATION OF ALL PUBLIC AND PRIVATE UTILITIES, DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC., WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES AND PROPERTY OWNERS TO MARK AND LOCATE ALL UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION. SUCH VERIFICATION SHALL BE CONSIDERED SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 20. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION. SPECIAL CARE AND CONSIDERATION WILL BE REQUIRED FOR THE WEST END ASSOCIATED WITH OAK STREET AND THE SOUTHEAST END ASSOCIATED WITH STATE HIGHWAY NO. 170, 21. CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. 22. CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA, THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY IF WITHIN THE CITY LIMITS. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN AREAS WITHOUT CITY PERMISSION, CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL AT CONTRACTOR'S OWN COST. 23. PROPOSED UTILITIES WILL BE LAID CLOSE TO OTHER EXISTING AND PROPOSED UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES DONE TO SUCH EXISTING FACILITIES AS A RESULT OF THE CONTRACTOR'S OPERATIONS. THE COST IS SUBSIDIARY TO THE COST OF PROJECT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 24. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER AND SANITARY SEWER SERVICE CONNECTIONS TO ALL HOMES AND BUSINESSES IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVER NIGHT. 25. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, SPRINKLER SYSTEMS, SERVICE LINES OUTSIDE OR VEHICLES WHICH MAY RESULT DURING THE CONSTRUCTION OF THIS PROJECT. 26. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE (WITH PRIOR APPROVAL OF THE CITY AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC., IN OR NEAR PROPOSED CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO PROJECT AND NOT A SEPARATE PAY ITEM. PRE -CONSTRUCTION 1. APPROVAL OF ALL PERMITS. 2. COMPLETION OF PRE -CONSTRUCTION CONFERENCE CONDUCTED BY THE CITY. CONTRACTOR SHALL REQUEST TO SCHEDULE A PRE -CONSTRUCTION CONFERENCE. THIS REQUEST MUST BE MADE TO THE PUBLIC WORKS DEPARTMENT A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE OF THE REQUESTED MEETING DATE. . 3. THE CONTRACTOR SHALL CONTACT AFFECTED UTILITY COMPANIES AND DIGTESS AT LEST 48 HOURS BEFORE COMMENCING ANY WORK ON THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ANY UTILITY CONFLICTS AND PREVENTING AND FOR DAMAGES THAT MAY OCCUR DO TO THEIR OPERATIONS. 4. SUBMITTAL OF TWO (2) COPIES OF CONCRETE MIX DESIGN (AS DETERMINED BY AN APPROVED INDEPENDENT LABORATORY OR CERTIFIED TESTING COMPANY) TO THE DIRECTOR OF PUBLIC WORKS. 5. NOTIFICATION TO THE ASSIGNED CONSTRUCTION INSPECTOR TWO (2) WORKING DAYS PRIOR TO BEGINNING ANY CONSTRUCTION. 6. SUBMITTAL TO THE PUBLIC WORKS DEPARTMENT THE LOCATIONS OF STAGING AREAS AND STORAGE ARES TO BE USED DURING CONSTRUCTION 7. FILE NOTICE OF INTENT AS REQUIRED BY THE U.S. ENVIRONMENTAL PROTECTION AGENCY FOR STORM WATER POLLUTION CONTROL AND PROVIDE A COPY TO THE CITY. ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE IN PLACE. B. PROVIDE THE CITY WITH VIDEO OF THE PROJECT, ADJACENT INTERSECTIONS, AND EXISTING SANITARY SEWER SYSTEM. 9. ALL TRAFFIC CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PRIOR TO CONSTRUCTION. 1D. SUBMITTAL OF INSURANCE AND BONDS TO THE PUBLIC WORKS DIRECTOR. POST CONSTRUCTION 1. ALL SIDEWALKS, SODDING, SEEDING, SCREENING WALLS, FENCES AND ALL REQUIRED APPURTENANCES MUST BE CONSTRUCTED AS REQUIRED BY THE APPROVED CONSTRUCTION PLANS ALONG WITH REPLACEMENT OF ANY TRAFFIC (LANE DIVIDER) BUTTONS AND/OR PAVING STRIPING AND ANY PAVEMENT DAMAGED DURING THE CONSTRUCTION ACTIVITIES BEFORE SCHEDULING ANY FINAL INSPECTIONS. FINAL INSPECTION AND RE -INSPECTION OF ANY CORRECTIONS OF CONSTRUCTION SHALL BE REQUESTED IN WRITING FIVE (5) DAYS PRIOR TO THE REQUESTED DATE TO THE PUBLIC WORKS DEPARTMENT. 2. ALL FEES AND ASSESSMENTS DUE TO THE CITY OF ROANOKE MUST BE PAID IN FULL, INCLUSIVE BUT NOT NECESSARILY CONCLUSIVE OF THE FOLLOWING: a. WATER BACTERIOLOGICAL TESTING FEES b. METERED CITY WATER FEES 3. ORIGINAL TWO YEAR MAINTENANCE BOND(S) SHALL BE FURNISHED BY THE CONTRACTOR ON THE INSURING COMPANY'S FORM. THE BOND SHALL BE DATED TO BEGIN FROM THE DATE OF ACCEPTANCE OF THE PROJECT BY THE CITY. THE MAINTENANCE BOND SHALL COME FROM AN APPROVED SURETY COMPANY HOLDING A PERMIT FROM THE STATE OF TEXAS TO ACT AS SURETY AND ACCEPTABLE ACCORDING TO THE LATEST LIST OF COMPANIES HOLDING CERTIFICATES OF APPROVAL FROM THE STATE BOARD OF INSURANCE UNDER 7.19-1 OF THE TEXAS INSURANCE CODE. MAINTENANCE BONDS FOR PROJECTS ARE TO BE TEN PERCENT (1D%) OF THE TOTAL. CONTRACT AMOUNT FOR THE FACILITIES TO BE ACCEPTED AND MAINTAINED BY THE CITY. THESE FACILITIES INCLUDE WATER, SANITARY SEWER, PAVING AND DRAINAGE IMPROVEMENTS WITHIN RIGHT-OF-WAY AND EASEMENT DEDICATION TO THE CITY. 4. "AS -BUILT" DRAWINGS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS -BUILT" DRAWINGS TO THE CITY OF ROANOKE PUBLIC WORKS DEPARTMENT FOR THE PROJECT. "AS -BUILT` DRAWINGS SHALL BE 22"X 34" IN SIZE AND SHALL CONSIST OF ONE (1) REVISED ENGINEERING DRAWING SET AND ONE (1) COMPACT DISC SET IN AUTOCAD AND/OR PDF FORMAT, INCLUDED IN THESE DRAWINGS SHOULD BE A COPY OF THE PLAT, WATER, SANITARY SEWER, AND STORM SEWER SYSTEMS (IN PLAN VIEW ONLY). RASTER FILES AND OTHER FILE FORMATS ARE NOT ACCEPTABLE. THE CITY WILL NOT - ACCEPT MARKED UP FIELD DRAWINGS FROM A CONTRACTOR, OWNER OR ENGINEER. ALL REVISIONS MUST BE MADE IN THE ORIGINAL CAD DRAWING AND MUST BE LEGIBLE. 5. FINAL ACCEPTANCE OF DEVELOPMENT WILL BE COMPLETED WITHIN TEN (10) BUSINESS DAYS AFTER RECEIPT OF ALL REQUIRED SUBMITTALS. WATER NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION,. 2. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR PLAN CLARITY. HOWEVER BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH WATER LINE DETAILS, 3. TOP OF WATER LINES SHALL BE A MINIMUM OF 3 FEET AND 6 INCHES BELOW TOP OF GRADE. 4. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FEET BEHIND THE FACE OF CURB UNLESS OTHERWISE DIRECTED BY THE ENGINEER. FIRE HYDRANTS SHALL BE LOCATED AT PROPERTY / LOT LINES, FIRE HYDRANTS AND VALVES SHOWN ON THESE PLANS ARE SYMBOLIC ONLY. 5. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURED TESTED. 6. CONTRACTOR SHALL COMPLY WITH STATE AND FEDERAL LAW ON MAINTAINING A VIABLE TRENCH SAFETY SYSTEM AT ALL TIMES. 7. ALL NEW WATER MAINS SHALL BE FULLY PURGED. DO NOT TEST AGAINST EXISTING VALVES WHEN CONNECTING TO EXISTING MAINS. 8. CONTRACTOR SHALL REQUEST AND INSTALL CHLORINATION AND SAMPLING POINT AT A LOCATION TO BE APPROVED BY THE CITY, 9. ALL WATER MAINS SHALL BE PVC AWWA C900, DR14. 10. ALL FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR -BLUE' BOLTS SHALL BE CLASS 250. 11. AFTER CONSTRUCTED, ALL WATER MAINS SHALL BE SWABBED WITH KNOP POLY PIG BORE SWAB OR APPROVED EQUAL. 12. WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 957 OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 13. UNLESS OTHERWISE NOTED, GATE VALVES SHALL BE INSTALLED TO LINE UP WITH PROPERTY CORNERS, 14. UNLESS OTHERWISE NOTED, WATER METER BOXES SHALL BE LOCATED AS CLOSE AS POSSIPLE TO THE LOCATION SHOWN ON THE PLANS AND A MINIMUM OF 2 FEET FROM PROPERTY LINES. SANITARY SEWER 1. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO NEW SEWER MAIN/LATERIAL. CONTRACTOR SHALL NOTIFY THE CITY OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION SO MODIFICATIONS TO THE PLANS CAN BE MADE IF NECESSARY. THIS IS NOT A SEPARATE PAY ITEM; THIS WORK SHALL BE SUBSIDIARY TO PRE -CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER LINES. 3. CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. CONTRACTOR SHALL NOTIFY CITY OF ALL KNOWN ILLICIT CONNECTIONS. 4. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTIONS OF PIPE PRIOR TO BEING REPLACED OR REHABILITATED. THIS IS. NOT A SEPARATE PAY ITEM. PAYMENT SHALL BE INCIDENTAL TO REPLACEMENT OF SANITARY SEWER. 5. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED GRADE OR AS NOTED ON THE PLANS. CONCRETE COLLARS AND WATERTIGHT MANHOLE INSERTS SHALL BE PROVIDED WITH ALL NEW MANHOLES, AS REQUIRED FOR THIS PROJECT. NO. DATE REVISION IN WADETRIM 920 South Main Street, Suite 170 Grapevine, Texas 76051 vrww.wadetrim.com 817AB0.00501877.533.9873 Building relationships on a foundation of excellence FAX: 817.488.0030 Pacheco Koch 6000 WESTERN PLACE, SUI FORT WORTH, TX 76107 817.412.TE6257155 TX REO. ENGINEERING FIRM F-469 J4 DALLAS .. FORTWORTH ....HOUSTON TX REO. SURVEYING FIRM LS-1000BO-01 GENERAL NOTES MAIN STREET RECONSTRUCTION C/TYOFROANO/(E, ,OENTON COUNTY, TEXAS DES/GN DRAWN I DATE SCALE NOTES I FILE NO. TAV RRW FEB 2013 N/A 3145-12,116 G-1 v o� 3 CONTROL POINT 60 N=70487oaes2s.t2 E=2358226.92 ELEV=653.24 CONTROL POINT 59 / N=7048183.43 E=2359096,55 ELEV=645.21 CONTROL POINT 58- / N=7048206.84 E-2359688.34 ELEV=647.61 -7 CONTROL \ _ _ N=7D48220.88T 58 ELEV 6634.064 - � J ` \ /� / / / 1 i""".",71 I� I C`-•.'1 I F"_9 CONTROL POINT 53� N=7048348.97 E=2358641.30 / / I I-` ELEV=649.69 \ I I CONTROL POINT 57 N=7048184.79 / E=2360152.25 / ELEV=638.49 / CONTROL POINT 55 N=7047789.6136094 E.9D I �� / ELEV=627.09 / r / bM/ 53 ' CUT SET AT NORTHEAST CORNER OF DRIVE TO 83096 MAIN STREET, 3112 FEET WEST OF INTERSECTION OF WALNUT STREET AND MAIN STREET, ELEV=649.69 NORTHING=7D4B34B.97 EASTING=2350641.3D BM/ 55 ' ❑ ' CUT SET ON SOUTH SIDE OF GRATE INLET 345 EAST OF MAIN STREET, 343' NORTH OF STATE HIGHWAY NO. 17D WEST BOUND SERVICE ROAD. ELEV-627.09 NORTHING=7D47789.61 EASTING=236D940.90 BM/ 56 ' ❑ ' CUT SET ON NORTH SIDE OF MAIN STREET, WEST SIDE OF CONCRETE DRIVE TO /625 MAIN STREET. ELEV=634.D6 NDRTHING=7D4B22D.88 EASTING=2360697,34 BM/ 57 ' ❑ CUT SET ON SOUTH SIDE OF MAIN STREET, EAST SIDE OF CONCRETE DRIVE TO /548 MAIN STREET, ELEV-63&49 NORTHING 7048184.79 EASTING=23BD152.25 BM/ 5B ' ❑ ' CUT SET ON 15" RCP ON NORTH SIDE OF MAIN STREET, EAST SIDE OF WEST DRIVE TO /548 MAIN STREET. ELEV=641.61 NORTHING -704B206.86 EASTING=23596BB.34 BM/ 59 ' ❑ ' CUT SET ON 18" RCP ON SOUTH SIDE OF MAIN STREET, WEST SIDE OF CONCRETE DRIVE TD /403 MAIN STREET. ELEV-645.21 NORTHING=7048183.43 EASTING=2359096.45 BM/ 60 " CUT SET ON SOUTH SIDE OF MAIN STREET, EAST SIDE OF DRIVE TO PARKING LOT, 3152' EAST OF EAST SIDE OF OAK STREET. ELEV-653.24 NDRTHING-7048526.12 EASTING=2358226.92 0 50 100 200 300 GRAPHIC SCALE IN FEET LEGEND .=-BASKETBALL GOAL PR PAINT MARK GREEN B• BOLLARD .OR PAINT MARK ORANGE ® CABLE VAULT R PAINT MARK RED Coo CLEANOUT Y PAINT MARK YELLOW, ELECTRIC BOX POR PIN FLAG ORANGE MQ FIRE HYDRANT Pr PIN FLAG YELLOW DBTUG FIB, OPTIC MARKER (C.M.) CONTROLLING MONUMENT We GA METER - - - PROPERTY LINE MMGAS TEST STATION - - - EASEMENT UNE 6Y® GAS VALVE - - - SETBACK UNE GUY ANCHOR -X- FENCE ILS'• IRRIGATION CONTROL VALVE SBL- OVERHEAD UTILITY LINE LS�LIGHT STANDARD -c- UNDERGROUND ELECTRIC LINE MOC EM MAILBOX �- UNDERGROUND FIBER OPTIC LINE ® PULL BOX (TYPE UNKNOWN) -T- UNDERGROUND TELEPHONE LINE RP• POWER POLE -O- UNDERGROUND CABLE UNE -Y,l-• PP W/ LIGHT -G- UNDERGROUND GAS UNE I--• PP W/ GUY ANCHOR-:-� STORM DRAIN LINE • PP W(CROSS -6'W- WATER LINE ARM LENGTH IN FEET) _.6•SS-_ SANITARY SEWER LINE 9cN� TRAFFIC SIGN613-EXIST CONTOUR MOO SAN. SEWER MANHOLE 6129 EXIST SPOT ELEV. ❑ TELEPHONE BOX TC 61u9 EXIST TOP OF CURB ELEV. m+ UG TELEPHONE MARKER 1 9z EXIST GUTTER ELEV. TELEPHONE VAULT Ts 612 �9 EXIST TOP OF STEP ELEV. O STORM SEWER MANHOLE BS 611.92 EX ST BOTTOM OF STEP ELEV. WLO TELEPHONE MANHOLE ew c�?]9 EXIST TOP OF WALL ELEV. 9z EX ST BOTTOM OF WALL ELEV. Wua WATER METER �'• WATER VALVE IF S J� m R 3 REFD RR b i < � • • MAIN z o y� / PRO,IEOT LOGAMON DENTON COUNTY i MAPSCO 40H V/C/N/TY MAP (NOT TO SCALE) PRELIMINARY NOT FOR CONSTRUCTION THIS DDCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. UNEILL, P.E. TEXAS REGISTRATION NO. 5398D DATE; 02/26/2013 NO. DAIS REW10)V mrAkl WADETRim 1BNe,70 �rapovhmT:Street, 817A88.00501877.539.9879 BWId11LprWtm-hip. fa dotloo of -w- FAX. 617ABMD30 BID SUITE 25 Pacheco Koch 1DDRI 81 FORT WORTH, TX 7 412.7155 TX REG. ENGINEERING FIRM F-469 DALLAS. FORT WORTH. HOUSTON TX REG. SURVEYING FIRM LS-1DOO80-OI SURVEY CONTROL PLAN MAIN STREET RECONSTRUCTION C/TYOFROANOKE, ,OENTONCOUNTY, TX DEWN DRAJW DAIS ALE NO. CJC CJC FEB. 3145-12.118RD 2013 SC -1 � CD D CW20-1D �' RU MAIN ST D3-1 ROAD CLOSED TO STREET THRU TRAFFC _3 / - ��� ROAD CLOSED TO / THRU TRAFFIC R11-3 J� ROAD CLOSED R11-2 Lj KURU LN CLOSED ROAD R71— STRFFT r` WORK AHEAD CW20-1D ROAD CLOSED MAIN ST D3-1 TO THRU TRAFFIC /^\ R11-3 / \ ROAD WORK AHEAD CW20-1D MAIN ST D3-1 ROAD CLOSED R11-2 ROAD WORK AHEAD CW20-1D MAIN ST D3-1 ROAD CLOSED TO THRU TRAFFIC R11-3 ROAD LOSE ROAD CLOSED TO THRU TRAFFIC R11-3 REED STREET ROAD WORK AHEAD Q CW20—ID D3 -i Q � MAIN ST ccMEADOW LANE W j ROAD � CLOSED arae t: R11-2 ROAD WORK AHEAD CW20-1D MAIN ST D3-1• ®�'s�rm 9,1 R11-3 0 75 150 300 600 GRAPHIC SCALE IN FEET TRAFFIC CONTROL NOTES 1. ALL SIGNS, BARRICADES, PAVEMENT MARKINGS AND TRAFFIC CONTROL DEVICES, INCLUDING PLACEMENT, SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ILLUMINATED, 3. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING SIGNS, FLASHERS, AND OTHER DEVICES OF THE TYPE AND SIZE INDICATED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT REVISION. 4. EXISTING RESIDENTIAL DRIVEWAYS ALONG MAIN STREET MUST BE ACCESSIBLE DURING CONSTRUCTION. 5. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL & CONSTRUCTION SEQUENCING PLAN FOR MAIN STREET FROM OAK TO STATE HWY 170 & SUBMIT IT FOR APPROVAL BY THE CITY. 6. ONE TRAVEL LANE MUST BE PROVIDED AT ALL TIMES. 7. ALL RESIDENT, EMERGENCY & SERVICE VEHICLES WILL HAVE ACCESS AT ALL TIMES. LEGEND TYPE III BARRICADE o TEMP. CONSTRUCTION SIGNS WORK ZONE aia� •d I.. ,. ave ., sig _ ROAD WORK AHEAD CW20-1D MAIN ST D3-1• ®�'s�rm 9,1 R11-3 0 75 150 300 600 GRAPHIC SCALE IN FEET TRAFFIC CONTROL NOTES 1. ALL SIGNS, BARRICADES, PAVEMENT MARKINGS AND TRAFFIC CONTROL DEVICES, INCLUDING PLACEMENT, SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLECTORIZED AND/OR ILLUMINATED, 3. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN BARRICADES, WARNING SIGNS, FLASHERS, AND OTHER DEVICES OF THE TYPE AND SIZE INDICATED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT REVISION. 4. EXISTING RESIDENTIAL DRIVEWAYS ALONG MAIN STREET MUST BE ACCESSIBLE DURING CONSTRUCTION. 5. CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL & CONSTRUCTION SEQUENCING PLAN FOR MAIN STREET FROM OAK TO STATE HWY 170 & SUBMIT IT FOR APPROVAL BY THE CITY. 6. ONE TRAVEL LANE MUST BE PROVIDED AT ALL TIMES. 7. ALL RESIDENT, EMERGENCY & SERVICE VEHICLES WILL HAVE ACCESS AT ALL TIMES. LEGEND TYPE III BARRICADE o TEMP. CONSTRUCTION SIGNS WORK ZONE 3 PVCC900 '� -� '., —^ -� ----- -- ------ - ---- �i DR78 ----- LU - _ LIJ _ . - ----------------- J NO. GATE RENS/ON -- -- 920 South Main Street, Suite 170WADETRIM__ 18LF—8 5 ® .._ . ...; _....... Grapevine, Texas76051 Z V) wadem817.488.00501977.533.9873 : m -�� Building relationship. on a foundation or excellence FAX: 917.488.0030 ,L. Z a 6000 WESTERN PLACE, SUITE 625 Koch RTf)Pacheco N FORT WORTH, TX 76107 917.412,7155 TX REG. NEERING LLS-t000B0-Ot ' - _ - DALLAS •• FORT WORTH ... }IOUSTGN TX REC. SUR'VEYINC FIRM -- - - - -'--- 219 --LF— 8"-PVC-6DR35-� 1 00% WATER MAIN & SANITARY -- PLAN AND PROFILE m O D 1 STA 00 �rye +[ MAIN STREETRECONSTRUCTION ._...... .....-_.,.. - ...... _. + O +'z-> W— + + _.._. TEX4S C/TYOFROANOKE,DENTONCOUNTY, '.. K tai > V DES/GNDA 7F SCALE TES FILE NRW NO, j�pp33_ _�� 7+00 8+00 9+00 10+00 11+00 TAV MFF DC 11:11. ' 3ta5—t2.i1b 2012 V:1"=2' U-4 1 640 =RVE 25) A -PON ET J O �4 LT r 4 N W Z U CQrG I WATER LINE "A" 400 LF - B" PVC W I a LOT 4 MANUEL M. MARTINEZ (RECORDING INFORMATION UNKNOWN) m O O 11+00 12+00 ,,mm. U, ru. -Fy) LOT 19 KATHRYN PAULSON AND BLUEBONNET ADDITION (CAB. V, PG. 446) LOT 9 --- OX rr WARMA;F G rrr IITELEPHONE,LELECTRIC EXISTING OVERHEAD/UNDERGROUND AND UNDERGROUND �IGASAND FIBER OPTIC UTILITIES IN THE AREA.ONTACT UTILITY 48 HOURS PRIOR TOONSTRUCTION AT 1-800-DIG-TESS. D 0 20 40 60 I GRAPHIC SCALE IN FEET RECO 0 1 2 4 6 VERTICAL SCALE IN FEET E= N I=> E 0 BOLLARD TSD TELEPHONE BOX ELECTRIC METER u` FLOOD LIGHT PP• POWER POLE fP • FLAG POLE l + LIGHT STANDARD TRAFFIC SIGN ,�- ' �f'- T." WATER METER 1/2 -INCH IRON R00 W1 WATER VALVE IRS 1/2-I*PACHECO KOCH' CAP SET Q IL1'® IRRIGATION CONTROL VALVE (C,M.) CONTRDLUNG MONUMENT FIRE HYDRANT ---- PROPERTY UNE FENCE E �4 CLEANOUT w_ 'MH (0 MANHOLE W —171 TRAFFIC SIGNAL CONTROL OVERHEAD UTILITY UNE J 3� PROPOSED WATER MAIN +il0 "+ Z TRAFFIC SIGNAL POLE PROPOSED SANITARY SEWER f PROPOSED HYDRANT PROPOSED SANITARY ` T FORCE MAIN U ►/ PROPOSED GATE VALVE ,T, F.. OWM PROPOSED METER BOX xl uv Q ® PROPOSED SANITARY SEWER MANHOLE LINE "A" w/ Box I BENCHMARKS BM/ 57 ' L1' CUT SET ON SOUTH SIDE OF MAIN STREET, EAST SIDE OF I CONCRETE DRIVE TO /548 MAIN STREET, ELEV=638.49 NORTHING®704B1B4.79 EATING=2380152.25 BM/ 58❑ ' CUT SET ON 15' RCP ON NORTH SIDE OF MAIN STREET, EAST SIDE OF WEST DRIVE TO /548 MAIN STREET, ELEV=641.61 INDRTHING=704B206.B6 FASTING=2359688.34 NOTES CAU1ION11 EXISTING UNDERGROUND GAS LINES IN AREA. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO ® CONSTRUCTION. EXISTING HYDRANTS GATE VALVES AND :-- : _-- -- - -- "- T BE SALVAGED FOR THE CITY. _--- -- -_" i l ALL EXISTING BULLHEAD SERVICES NO. 'ATE REV75ION F SHALL BE REPLACED WITH SEPARATE WADETRIM BYO South Main Streets Suite 170 ; TAPS, SERVICE LINES, AND METER BOXES. Grapevines Texas 76051 WWW.Wadold-com 817.488.0050/877.533.9873 L CONNECT TO THE EXISTING WATER MAIN Building relatlons8lpa on a mandation of excellence FAX: 817.488.0030 635 AFTER HYDROSTATIC AND ' FORT WORTH, TX 76 07SU817.412.7155 C - 7X RFC. ENGINEERING FIRM F-489 L' DALLAS .. FORT WORTH —HOUSTON TX REG. SURVEYING FIRM LS -100080-01 C BACTERIOLOGICAL TESTS HAVE BEEN Z SUCCESSFULLY COMPLETED AND REVIEWED BY THE ENGINEER. '- --- REMOVE EXISTING WATER MAIN AFTER TESTING AND APPROVAL OF THE --- ......... ..__ — -------- - ----- - ----------- - ----- - : PROPOSED WATER LINES. O Ier O-wN 'AlE SCALE -- NO. EXISTING SANITARY LEAD LOCATIONS+ _ , H:1"=20' V:1"=2' ARE UNKNOWN. CONTRACTOR TO VERIFY 1 Q _ SERVICE LOCATIONS AND REPLACESANITARY ....._. . - -- 630 RIGHT-OF-WAY, i m O O 11+00 12+00 ,,mm. U, ru. -Fy) LOT 19 KATHRYN PAULSON AND BLUEBONNET ADDITION (CAB. V, PG. 446) LOT 9 --- OX rr WARMA;F G rrr IITELEPHONE,LELECTRIC EXISTING OVERHEAD/UNDERGROUND AND UNDERGROUND �IGASAND FIBER OPTIC UTILITIES IN THE AREA.ONTACT UTILITY 48 HOURS PRIOR TOONSTRUCTION AT 1-800-DIG-TESS. D 0 20 40 60 I GRAPHIC SCALE IN FEET RECO 0 1 2 4 6 VERTICAL SCALE IN FEET E= N I=> E 0 BOLLARD TSD TELEPHONE BOX ELECTRIC METER u` FLOOD LIGHT PP• POWER POLE fP • FLAG POLE l + LIGHT STANDARD TRAFFIC SIGN ,�- ' �f'- T." WATER METER 1/2 -INCH IRON R00 W1 WATER VALVE IRS 1/2-I*PACHECO KOCH' CAP SET Q IL1'® IRRIGATION CONTROL VALVE (C,M.) CONTRDLUNG MONUMENT FIRE HYDRANT ---- PROPERTY UNE FENCE E �4 CLEANOUT w_ 'MH (0 MANHOLE W —171 TRAFFIC SIGNAL CONTROL OVERHEAD UTILITY UNE J 3� PROPOSED WATER MAIN +il0 "+ Z TRAFFIC SIGNAL POLE PROPOSED SANITARY SEWER f PROPOSED HYDRANT PROPOSED SANITARY ` T FORCE MAIN U ►/ PROPOSED GATE VALVE ,T, F.. OWM PROPOSED METER BOX xl uv Q ® PROPOSED SANITARY SEWER MANHOLE LINE "A" w/ Box I BENCHMARKS BM/ 57 ' L1' CUT SET ON SOUTH SIDE OF MAIN STREET, EAST SIDE OF I CONCRETE DRIVE TO /548 MAIN STREET, ELEV=638.49 NORTHING®704B1B4.79 EATING=2380152.25 BM/ 58❑ ' CUT SET ON 15' RCP ON NORTH SIDE OF MAIN STREET, EAST SIDE OF WEST DRIVE TO /548 MAIN STREET, ELEV=641.61 INDRTHING=704B206.B6 FASTING=2359688.34 NOTES CAU1ION11 EXISTING UNDERGROUND GAS LINES IN AREA. CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO ® CONSTRUCTION. EXISTING HYDRANTS GATE VALVES AND :-- : _-- -- - -- "- METER BOXES TO BE REMOVED SHALL BE SALVAGED FOR THE CITY. _--- -- -_" i l ALL EXISTING BULLHEAD SERVICES NO. 'ATE REV75ION F SHALL BE REPLACED WITH SEPARATE WADETRIM BYO South Main Streets Suite 170 ; TAPS, SERVICE LINES, AND METER BOXES. Grapevines Texas 76051 WWW.Wadold-com 817.488.0050/877.533.9873 L CONNECT TO THE EXISTING WATER MAIN Building relatlons8lpa on a mandation of excellence FAX: 817.488.0030 AFTER HYDROSTATIC AND 630 FORT WORTH, TX 76 07SU817.412.7155 C - 7X RFC. ENGINEERING FIRM F-489 L' DALLAS .. FORT WORTH —HOUSTON TX REG. SURVEYING FIRM LS -100080-01 C BACTERIOLOGICAL TESTS HAVE BEEN 640 SUCCESSFULLY COMPLETED AND REVIEWED BY THE ENGINEER. '- REMOVE EXISTING WATER MAIN AFTER TESTING AND APPROVAL OF THE --- ......... ..__ — -------- - ----- - ----------- - ----- - : PROPOSED WATER LINES. O Ier O-wN 'AlE SCALE -- NO. EXISTING SANITARY LEAD LOCATIONS+ _ , H:1"=20' V:1"=2' ARE UNKNOWN. CONTRACTOR TO VERIFY 1 U-5 SERVICE LOCATIONS AND REPLACESANITARY LEADS WITHIN THE i RIGHT-OF-WAY, i 635i i l NO. 'ATE REV75ION F L WADETRIM BYO South Main Streets Suite 170 ; Grapevines Texas 76051 WWW.Wadold-com 817.488.0050/877.533.9873 L Building relatlons8lpa on a mandation of excellence FAX: 817.488.0030 WESTERN PLACE. 625 Pacheco Koch 630 FORT WORTH, TX 76 07SU817.412.7155 C - 7X RFC. ENGINEERING FIRM F-489 L' DALLAS .. FORT WORTH —HOUSTON TX REG. SURVEYING FIRM LS -100080-01 C WATER MAIN & SANITARY z PLAN AND PROFILE STA 11+00 TO 15+00 MAIN STREET RECONSTRUCTION C/TYOFR0,4N0!(E,.OENTONCOUNTY, TEXAS 625FTA O-wN 'AlE SCALE NOTES FILE NO. MFF OCT 2012 H:1"=20' V:1"=2' 3145-12.118 U-5 s 1 630 1 620 1 615 I � I FORCE MAIN LINE 'A] EX PUMP STATION 366 LF - 6" SAN STA 22+88, SAN LINE "C" STA 18+75, FORCE MAIN LINE "A" CONNECT PROP. 6" FORCE MAIN & B" SAN SEWER TO EX PUMP STATION I N: 7048241.80 BLOCK 1 E: 2361120.02 MEADOW VIEW (CAB. D, PG. 149) LOT 18 K x. -1fa r 01 1 I 6 A. LNN 22+0b( A ^.: c 12. .� ""2 118- I a t / � r.�r i• 7 ��: twig. yyi}, ��, �-� IX;i-Zaps-ix allo.v -vENc[ 1 SANMH#11 STA 21+72, SAN LINE "C' REMOVE EX MANHOLE & INSTALL: 1 - STD 4' DIA MANHOLE N: 7048241.78 E: 2361004.31 n! WARN/NG iii EXISTING OVERHEAD/UNDERGROUND TELEPHONE ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT 1-BOD-DIG-TESS. NO. I DATE R&WSION 1 EXISTING GRADE ALONG STA 27+82, "DINE "A` STA 27+86, WATER LINE "A" STA 0+22, WATER LINE "D" -D- www.wadetrim.com 817.488.00501977.533.9873 V � INSTALL: INSTALL: INSTALL: CL OF of e SAN s6wE�� INSTALL: FORT WORTH, TX 76107 817.412.7155 D :':- TX REG. ENGINEERING FIRM F-469 Ll J4 DALLAS .. FORTWORTH ...HOUSTON TX REG. SURVEYING FIRM LS-1DODBD-Ot STA 0+26, WATER LINE LINE •"C" WATER MAIN & SANITARY - 8' GATE VALVE W/ BOX 1 - 8" 22 1/2' BEND PLAN AND PROFILE 1 - 8" GATE VALVE W/ BOX STA 19+00 TO P.O.E. CONNECT TO EXISTING B" MAIN STREET RECONSTRUCTION FORCE MAIN N: 7048213.54 N: 7048213.58 DRAWN N: 7048232.02 I NO. WATER MAIN TAV MFF OCT H:1"=20' 3145-12,118 2012 V:1"=2' E: 2360861.46 E: 2360864.94 E: 2360877.74 N: 7048234.57 ON ON E: 2360879.02 PROPOSED GRADE ALONG STA 16+07, BLOCK Urn I U MEADOW IE FORCE MAIN LINE "A" INSTALL: x O Y (C -AB -O; -P -1 9) 0-, I p '01 MISTY VIEW CL'-OF._8- SAN_ SEWER. 1 - 6" 11 1/4' HOR. BEND LOT 3 0 LANE N: 7048223.81 I I E: 2360852.62 (INST. NO. 97-0038098) • L. JUA N AZ -- �! LL (INST. NO. -26908) i 629 MAIN STREET 101 MISTY EW LANE - ` e• (e E i rt O I~ J • �•= ` OWATER O LINE 'A" o I I .J , E• novo rv+cc ) 4-- ` i JJ 1218 LF - B PVC WM x xn - X .1 _ _ ' - s <�. -, --- �e vt- ;, J T � -t- �,,. ` :, - r f=tea' SANMH#10 STA 20+51, SAN LINE "C" LU 7-1" -- �,� "�. AIN :STRT3"�. "'��.. x - T ?gx �J� " C•_` i. `�, _j,_ INSTALL: 1 STD 4' DIA MANHOLE a J - ty3 - _ _ `s N: 7048232.05 _ - �y2 Oi. „ I ' t E: 2360883.83 x I WATER LINE "D" 26 LF - 8" PVC WM ... PP 1: �.. c PSKL �� STA 27+89, WATER LINE A STA 0+00, WATER LINE D 'I It APpA R0. \ \ STA 28+12, WATER LINE "A" INSTALL: 4 y \ " 1 - 8" 22 1/2' BEND S `1 INSTALL: 8"XS" TEE ' CR AT 4 .., 1 - B" 11 1/4' BEND a................. 1 > N 7048212.11 dj r_ -z �, \ I_ ,.� N: 7048201.90 .. E 2360867.93 I ;1 E: 2360888.09 STA 15+29, FORCE "A" SANMH#9 ¢,:: # 1 ) ^t STA 28+27, WATER LINE "A" MAIN LINE INSTALL: �EBON NET ADDITION STA 20+19, SAN LINE "C" LINE "D"jjj j 'A + ,• ! INSTALL: '.1 - 6" 221/2' HDR, BEND CAB. V, PG. 446) STA INSTALL: 2+B0, SAN ' %; E I`a�" 1 - 8' 11 1/4' BEND N: 7D48188.99 N: 7D48193.58 E: 2360780.63 PAR �...�... OF LOT 12 - - 1 - STD 4' DIA MANHOLE r n �,�- = :)i 1',. % E: 2360896,14 4 N: E: 7048199.62 2360879.98 STA 28+58, WATER LINE "A" OLE EET t - q ` Z ; , I?-• ':•% Eo- --}- , �• INSTALL: 1 - 8" 22 1/2' BEND N: 7048160.02 miiiiiii , - .:_._ E: 236D907.79 -.. r .- __ MATCH LINE WATER LINE "A"- STA 29+00 _= EX'4' SAN___ ....__ I � I FORCE MAIN LINE 'A] EX PUMP STATION 366 LF - 6" SAN STA 22+88, SAN LINE "C" STA 18+75, FORCE MAIN LINE "A" CONNECT PROP. 6" FORCE MAIN & B" SAN SEWER TO EX PUMP STATION I N: 7048241.80 BLOCK 1 E: 2361120.02 MEADOW VIEW (CAB. D, PG. 149) LOT 18 K x. -1fa r 01 1 I 6 A. LNN 22+0b( A ^.: c 12. .� ""2 118- I a t / � r.�r i• 7 ��: twig. yyi}, ��, �-� IX;i-Zaps-ix allo.v -vENc[ 1 SANMH#11 STA 21+72, SAN LINE "C' REMOVE EX MANHOLE & INSTALL: 1 - STD 4' DIA MANHOLE N: 7048241.78 E: 2361004.31 n! WARN/NG iii EXISTING OVERHEAD/UNDERGROUND TELEPHONE ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT 1-BOD-DIG-TESS. (t 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET LE GE t✓ [--> s• BOLLARD 1-n TELEPHONE BOX N. ELECTRIC METER FLOOD LIGHT �. POWER POLE rn . FLAG POLE LS LIGHT STANDARD vc4 avo WTRAFFIC SIGN TER METER IRS 1/2 -INCH IRON RCD W/ YN® WATER VALVE PACHECO KOCH' CAP SET Icv IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FH* FIRE HYDRANT -�- PROPERTY LINE x FENCE c4 CLEANOUT uHoO MANHOLE oHL. OVERHEAD UTILITY UNE xCcu TRAFFIC SIGNAL CONTROL PROPOSED WATER MAIN TCP• TRAFFIC SIGNAL POLE PROPOSED SANITARY SEWER -d- PROPOSED HYDRANT Sit PROPOSED SANITARY FORCE MAIN N PROPOSED GATE VALVE OW, PROPOSED METER BOX o PROPOSED SEWER MANHOLE BENCHMARKS BM/ 55 ❑ ' CUT SET ON SOUTH SIDE OF CRATE INLET 345' EAST OF MAIN STREET, 343' NORTH OF STATE HIGHWAY NO, 170 WEST BOUND SERVICE ROAD, ELEV-627.D9 NORTHING -7047789.61 EASTINC=2360948.90 BM/ 56 ❑ ' CUT SET ON NORTH SIDE OF MAIN STREET, WEST SIDE OF CONCRETE DRIVE TO /625 MAIN STREET, ELEV=634.06 NORTHING=704822D.88 EASTING=236D697,34 NOTES CAUT10NII EXISTING UNDERGROUND GAS LINES IN AREA, CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. EXISTING HYDRANTS, GATE VALVES, AND METER BOXES TO BE REMOVED SHALL BE SALVAGED FOR THE CITY. ALL EXISTING BULLHEAD SERVICES SHALL BE REPLACED WITH SEPARATE TAPS, SERVICE LINES, AND METER BOXES. CONNECT TO THE EXISTING WATER MAIN AFTER HYDROSTATIC AND BACTERIOLOGICAL TESTS HAVE BEEN SUCCESSFULLY COMPLETED AND REVIEWED BY THE ENGINEER. REMOVE EXISTING WATER MAIN AFTER TESTING AND APPROVAL OF THE PROPOSED WATER LINES. EXISTING SANITARY LEAD LOCATIONS ARE UNKNOWN. CONTRACTOR TO VERIFY SERVICE LOCATIONS AND REPLACE SANITARY LEADS WITHIN THE RIGHT-OF-WAY. 1 625 NO. I DATE R&WSION 1 EXISTING GRADE ALONG L WADETRIM 920 South Main Street, Suite 170 - www.wadetrim.com 817.488.00501977.533.9873 V � Building relationships on a foundation of--ganee FAX: 817.488.0030 C CL OF of e SAN s6wE�� 620 FORT WORTH, TX 76107 817.412.7155 D :':- TX REG. ENGINEERING FIRM F-469 Ll J4 DALLAS .. FORTWORTH ...HOUSTON TX REG. SURVEYING FIRM LS-1DODBD-Ot SANITAR LINE •"C" WATER MAIN & SANITARY PLAN AND PROFILE STA 19+00 TO P.O.E. MAIN STREET RECONSTRUCTION FORCE MAIN LINE ^p • -- DRAWN DATE SCALE I NOTES I FILE I NO. TAV MFF OCT H:1"=20' 3145-12,118 2012 V:1"=2' U-7 PROPOSED GRADE ALONG CL'-OF._8- SAN_ SEWER. s <�. a................. I ....... - -- --- ..._... .. ......... ... , - .:_._ ,.. ...... _-• -` -.. r .- __ _= EX'4' SAN___ ....__ _ ___- _ -_ - - ._. - __-- _......_ -_ .._..._ __ _ ........ - : - - _ Y - - - a s ` Z= 0] Z= m - - - - -- E -- _ O Nz N m mI o R3 ',LF ____ __ .�� m 0 o ............. ......... 8" PVC SDR35 ,. 0,33% .._ .. .. a a a 121 LF- B" PVC SDR35 ® 0.33%. 11E LF- 8" PVC SDR35 & 0.33%- 119 LF B". PVC DR35 0 .33% .- .. O N 'C! M M..M _- - - _- N - _ -___ ...... C.. ._. --- ....._ NN aOa-.__La-m1NA' -7 -CL _ _. Na �mM m17 ION Ia-IA ,A a.N_-___-0.m _____- _- M N N '4 CV NQm� -_rN_N_ N(ON VINO BEV N +lin mm >.= N N 3; n 0. :-.__- N \ \d O F>. IDB a'0_ m\ Or ,D>d\ .- m m [ N >> mm ........_ . _.:....... ':,_ Z ~ V9- ._2 _._.... Z� Z f ,� �..........N H Zm.F .... +i~ _.......-.Ae .. ........ +2ZZ 0......._.,.... Zmy - ....uy +. .. - . __......._O ... ,......, ..._._ '.._...._.-_ : i _�_..- __-.. n z. _..._ +.3..z_w: ,1,�2 _� 4v1'-2-. ___... ._.._. +Z N ''. O. (n .. O N W O �. N W ':, p 3 W •- a. N '., N 3 N Z ar. :. p g. 3 N V) W ....... Of UNC Umml U �. m : Umm ~�00 F-•mmm Umm A Il)mm'' w Nm1'.1 no 19+00 20+00 21+00 22+00 23+00 (t 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET LE GE t✓ [--> s• BOLLARD 1-n TELEPHONE BOX N. ELECTRIC METER FLOOD LIGHT �. POWER POLE rn . FLAG POLE LS LIGHT STANDARD vc4 avo WTRAFFIC SIGN TER METER IRS 1/2 -INCH IRON RCD W/ YN® WATER VALVE PACHECO KOCH' CAP SET Icv IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FH* FIRE HYDRANT -�- PROPERTY LINE x FENCE c4 CLEANOUT uHoO MANHOLE oHL. OVERHEAD UTILITY UNE xCcu TRAFFIC SIGNAL CONTROL PROPOSED WATER MAIN TCP• TRAFFIC SIGNAL POLE PROPOSED SANITARY SEWER -d- PROPOSED HYDRANT Sit PROPOSED SANITARY FORCE MAIN N PROPOSED GATE VALVE OW, PROPOSED METER BOX o PROPOSED SEWER MANHOLE BENCHMARKS BM/ 55 ❑ ' CUT SET ON SOUTH SIDE OF CRATE INLET 345' EAST OF MAIN STREET, 343' NORTH OF STATE HIGHWAY NO, 170 WEST BOUND SERVICE ROAD, ELEV-627.D9 NORTHING -7047789.61 EASTINC=2360948.90 BM/ 56 ❑ ' CUT SET ON NORTH SIDE OF MAIN STREET, WEST SIDE OF CONCRETE DRIVE TO /625 MAIN STREET, ELEV=634.06 NORTHING=704822D.88 EASTING=236D697,34 NOTES CAUT10NII EXISTING UNDERGROUND GAS LINES IN AREA, CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. EXISTING HYDRANTS, GATE VALVES, AND METER BOXES TO BE REMOVED SHALL BE SALVAGED FOR THE CITY. ALL EXISTING BULLHEAD SERVICES SHALL BE REPLACED WITH SEPARATE TAPS, SERVICE LINES, AND METER BOXES. CONNECT TO THE EXISTING WATER MAIN AFTER HYDROSTATIC AND BACTERIOLOGICAL TESTS HAVE BEEN SUCCESSFULLY COMPLETED AND REVIEWED BY THE ENGINEER. REMOVE EXISTING WATER MAIN AFTER TESTING AND APPROVAL OF THE PROPOSED WATER LINES. EXISTING SANITARY LEAD LOCATIONS ARE UNKNOWN. CONTRACTOR TO VERIFY SERVICE LOCATIONS AND REPLACE SANITARY LEADS WITHIN THE RIGHT-OF-WAY. 1 625 NO. I DATE R&WSION 1 L WADETRIM 920 South Main Street, Suite 170 Gra evine Texas 76051 P www.wadetrim.com 817.488.00501977.533.9873 V � Building relationships on a foundation of--ganee FAX: 817.488.0030 C 6111WESTERN PLACE, SUITE 625 Pacheco Koch 620 FORT WORTH, TX 76107 817.412.7155 D :':- TX REG. ENGINEERING FIRM F-469 Ll J4 DALLAS .. FORTWORTH ...HOUSTON TX REG. SURVEYING FIRM LS-1DODBD-Ot WATER MAIN & SANITARY PLAN AND PROFILE STA 19+00 TO P.O.E. MAIN STREET RECONSTRUCTION C/TYOFROANOKE, DENTONCOMNTY, 7EX4S 615 DES/GN DRAWN DATE SCALE I NOTES I FILE I NO. TAV MFF OCT H:1"=20' 3145-12,118 2012 V:1"=2' U-7 3 BACKFILL SHALL BE TYPE "B" OR "C" SPEC. ITEM THRUST BLOCK MUST NOT BLOCK WEEP HOLE PROFILE VIEW FINISHED GRADE AT HYDRANT 6" GATE VALVE 6"%6' TEE 6' MJ X FLG RS GATE VALVE MIN. 7 CUBIC FEET OF WASHED GRAVEL OR CLEAN STONE FILL (TYP.) NOTES: 1. VALVES SHALL OPEN LEFT. 2. ACTUAL VALVE LOCATION WILL DEPEND ON LOCATION OF WATER MAIN. 3. STANDARD BURY DEPTH SHALL BE 4 FEET. 4. ALL BELOW GROUND IRON ASSEMBLIES SHALL BE WRAPPED IN POLYETHYLENE ACCORDING TO AWWA C105. 5. FIRE HYDRANT COLOR SHALL BE STANDARD RED. 6. ACCEPTABLE MANUFACTURER: MUELLER -SUPER CENTURIAN OR APPROVED EQUAL. 7. THE CONNECTION TO THE WATER MAIN SHALL BE A MJ X MJ X FLG TEE. B. FIRE HYDRANT SHALL BE EQUIPPED WITH HYDRA-STORZ ADAPTOR. FIRE HYDRANT INSTALLATION NOT TO SCALE MODEL D1730-121DS1 RADIO READ SYSTEM METER BOX BY DFW PLASTICS i- GRADE ANGLE STOP METER 2' TYPE 'K' SOFT COPPER OR POLYETHYLENE CORPORATION STOP SHALL BE I" XXX BALLCORP TYPE (200 PSI) DDUBLE STRAP STAINLESS STEEL OR EPDXY COATED DUCTILE IRON SADDLE WATER MAIN Y GRAVEL UNDER METER BOX NOTES: 1. METER BOX SHALL BE MODEL DFW1730-128DSB BY DFW PLASTICS. 2. INSTALL ANGLE STOPS FOR 3/4" THRU 2" METERS WITH LOCKING MECHANISM AND COMPRESSION FITTINGS. FOR LARGER THAN 2" SERVICE INSTALL RESILIENT SEAT GATE VALVE. 3. METER BOX SHALL BE 6" BEHIND CURB WITH WATER SERVICE NOT MORE THAN B" BELOW GRADE. 4. SERVICES ALONG ROADWAYS WITHOUT CURB AND GUTTER SHALL BE LOCATED A MINIMUM OF 18" BELOW DITCH FLOWUNE. 5. SERVICE LINES CROSSING UNDER THE ROADWAY SHALL BE LOCATED A MINIMUM OF 24" BELOW THE BOTTOM OF PAVEMENT. 6, SERVICE SADDLES SHALL BE DOUBLE STRAP BRASS STEEL OR EPDXY COATED DUCTILE IRON STRAP. 7. METER AND RESIDENTIAL SERVICE LINE AND METER SHALL BE INSTALLED BY PLUMBER WHEN HOUSE IS CONSTRUCTED. B, INSTALL 2" OF GRAVEL UNDER METER BOX, WATER SERVICE ASSEMBLY �2 WATER SYSTEM DETAILS NOT TO SCALE NOTES: 1. THIS DRAWING IS ISSUED TO SHOW PIPE BEDDING AND BACKFILL REQUIREMENTS AND NOT FOR THE PURPOSE OF SHOWING TRENCH EXCAVATION REQUIREMENTS RELATED TO TRENCH SAFETY SYSTEMS. SEE OTHER PORTIONS OF THE CONTRACT DOCUMENTS FOR TRENCH SAFETY SYSTEM REQUIREMENTS. 2. MAXIMUM TRENCH WIDTH OF O.D. + 24 INCHES MAY BE INCREASED ABOVE EMBEDMENT ONLY TO PROVIDE ROOM FOR SHORING OR OTHER TRENCH SAFETY SYSTEMS, INCLUDING SLOPING OF TRENCH WALLS. 3. DEWATERING OF TRENCHES SHALL BE PERFORMED BY CONTRACTOR AS REQUIRED. TRENCH WIDTH 6" CONCRETE i CONCRETE PAVEMENT AREAS C -L SAW CUT EXIST. FINISHED GRADE EXCAVATION MAY < PAVEMENT TO 6' STABILIZED SUBGRADE CLASS 3 EARTH FILL STRAIGHT LINES THE PIPE ZONE i NOTES: 1. THIS DRAWING IS ISSUED TO SHOW PIPE BEDDING AND BACKFILL REQUIREMENTS AND NOT FOR THE PURPOSE OF SHOWING TRENCH EXCAVATION REQUIREMENTS RELATED TO TRENCH SAFETY SYSTEMS. SEE OTHER PORTIONS OF THE CONTRACT DOCUMENTS FOR TRENCH SAFETY SYSTEM REQUIREMENTS. 2. MAXIMUM TRENCH WIDTH OF O.D. + 24 INCHES MAY BE INCREASED ABOVE EMBEDMENT ONLY TO PROVIDE ROOM FOR SHORING OR OTHER TRENCH SAFETY SYSTEMS, INCLUDING SLOPING OF TRENCH WALLS. 3. DEWATERING OF TRENCHES SHALL BE PERFORMED BY CONTRACTOR AS REQUIRED. TYPICAL TRENCH SECTION UNDER CONCRETE ROADS AND DRIVEWAYS NOT TO SCALE TRENCH WIDTH IN PIPE ZONE = PIPE O.D. + 20" MIN. TO PIPE 0.0. + 24" MAX. TYPICAL TRENCH SECTION t 5 FOR PVC PIPE NOT TO SCALE CLASS i EARTH FILL GRADE q3 REBAR NOTES: 1. THE VALVE AND JOINT ASSEMBLIES SHALL BE WRAPPED IN POLYETHYLENE ACCORDING TO AWWA C105. 2. THE JOINT TYPE SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. 3. VALVE BOX SHELL BE TYLER PIPE 6850 SERIES OR APPROVED EQUAL 4. GATE VALVE SHALL BE RESILIENT SEAT TYPE WITH A NON RISING STEM AND A 2 -INCH SQUARE OPERATOR, RESILIENT SEAT GATE VALVE SHALL CONFORM TO AWWA C509. PAVEMENT CLASS 'A' CONC.UM VALVE BOX FOR PIPE AS SPECIFIED BASE BLOCK BACKFILL MATERIAL SPECIFIED FINISHED GI AT HYDRAN VALVES PER CITY REQUIREMENTS VALVES IN YARDS OR OTHER VALVES WITHIN ROADWAYS OR AREAS NOT SUBJECT TO TRAFFIC OTHER PAVED OR SURFACED AREAS GATE VALVE & �1 BOX INSTALLATION NOT TO SCALE it U f FLEXIBLE BASE i COMPAGTEO TO 959. PROCTOR MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D69B, EXCAVATION MAY < BE WIDENED ABOVE CLASS 3 EARTH FILL THE PIPE ZONE i CLASS 1D AGGREGATE _ OTHER CLASSES OF EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE j FILL EMBEDMENT PER SPEC 31 2333 I 3. COHESIONLESS AGGREGATE FILL ON WHICH IT IS NOT PRACTICAL TO CONTROL NO. GATE REVISION CLASS 3 EARTH FILL THE DENSITY BY "PROCTOR" METHODS SHALL BE COMPACTED TO A MINIMUM PIPE O.D.... �j OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D4253. 4. COHESIONLESS AGGREGATE FILL SHALL BE COMPACTED AT A MOISTUREWADETRIM 920 South Main Street, Suite 170 CONTENT WITHIN A RANGE THAT WILL ACCOMMODATE PLACEMENT AND Grapevine, Texas 76051 12' MIN. TYP. ww -..trims.. 817A88.00501877.533.9873 Building relamn:hips on a foundation of excellence FAX: 817.488.0030 CSS10AAGGREGATE 5. EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED IN TYPICAL TRENCH SECTION UNDER CONCRETE ROADS AND DRIVEWAYS NOT TO SCALE TRENCH WIDTH IN PIPE ZONE = PIPE O.D. + 20" MIN. TO PIPE 0.0. + 24" MAX. TYPICAL TRENCH SECTION t 5 FOR PVC PIPE NOT TO SCALE CLASS i EARTH FILL GRADE q3 REBAR NOTES: 1. THE VALVE AND JOINT ASSEMBLIES SHALL BE WRAPPED IN POLYETHYLENE ACCORDING TO AWWA C105. 2. THE JOINT TYPE SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE SPECIFIED IN THE PLANS. 3. VALVE BOX SHELL BE TYLER PIPE 6850 SERIES OR APPROVED EQUAL 4. GATE VALVE SHALL BE RESILIENT SEAT TYPE WITH A NON RISING STEM AND A 2 -INCH SQUARE OPERATOR, RESILIENT SEAT GATE VALVE SHALL CONFORM TO AWWA C509. PAVEMENT CLASS 'A' CONC.UM VALVE BOX FOR PIPE AS SPECIFIED BASE BLOCK BACKFILL MATERIAL SPECIFIED FINISHED GI AT HYDRAN VALVES PER CITY REQUIREMENTS VALVES IN YARDS OR OTHER VALVES WITHIN ROADWAYS OR AREAS NOT SUBJECT TO TRAFFIC OTHER PAVED OR SURFACED AREAS GATE VALVE & �1 BOX INSTALLATION NOT TO SCALE TRENCH BACKFILL DENSITY AND MOISTURE REQUIREMENTS 1. ALL EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED TO A i MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D69B, EXCAVATION MAY STANDARD PROCTOR. BE WIDENED ABOVE 2. EARTH FILL CLASS 1 AND 2 SHALL BE COMPACTED AT A MOISTURE CONTENT THE PIPE ZONE WITHIN MINUS 0% TO PLUS 4% OF THE OPTIMUM MOISTURE CONTENT. ALL OTHER CLASSES OF EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE j COMPACTED AT A MOISTURE CONTENT WITHIN MINUS 2% TO PLUS 3% OF OPTIMUM MOISTURE CONTENT. I 3. COHESIONLESS AGGREGATE FILL ON WHICH IT IS NOT PRACTICAL TO CONTROL NO. GATE REVISION CLASS 3 EARTH FILL THE DENSITY BY "PROCTOR" METHODS SHALL BE COMPACTED TO A MINIMUM t OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D4253. 4. COHESIONLESS AGGREGATE FILL SHALL BE COMPACTED AT A MOISTUREWADETRIM 920 South Main Street, Suite 170 CONTENT WITHIN A RANGE THAT WILL ACCOMMODATE PLACEMENT AND Grapevine, Texas 76051 COMPACTION TO THE MINIMUM RELATIVE DENSITY SPECIFIED ABOVE. ww -..trims.. 817A88.00501877.533.9873 Building relamn:hips on a foundation of excellence FAX: 817.488.0030 CSS10AAGGREGATE 5. EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED IN PER SPEC EMBEDMENT MAXIMUM 4 INCH LIFTS WITH PNEUMATIC ROLLERS OR POWER HAND TAMPERS ® 6010 WESTERN PLACE, SUITE 625 Koch AND SHALL RECEIVE A MINIMUM OF EIGHT PASSES. Pacheco FORT WORTH, TX 76107 617.412.7155 f J4 6. COHESIONLESS AGGREGATE FILL SHALL BE COMPACTED IN MAXIMUM 4 INCH TX REG. ENGINEERING FIRM F-469 f DALLAS •. FORTWORTH •••-HOUSTON TX REG. SURVEYING FIRM LS -100080-01 LIFTS WITH VIBRATORY ROLLERS OR VIBRATORY PLATE POWER HAND F COMPACTORS AND SHALL RECEIVE A MINIMUM OF EIGHT PASSES. 7. THE OWNER SHALL ARRANGE AND PAY FOR DENSITY AND MOISTURE TESTING. ® pq WATER MAIN DETAILS AIL THE TESTING FREQUENCY AND METHODS SHALL BE AS REQUESTED BY THE ENGINEER. THE ENGINEER MAY WAIVE TESTING REQUIREMENTS ON COHESIONLESS BEDDING WHERE TESTING IS NOT PRACTICAL BECAUSE OF LIMITED SPACE BETWEEN THE PIPE AND TRENCH WALLS, HOWEVER THE MAIN STREET RECONSTRUCTION MINIMUM NUMBER OF PASSES OF THE COMPACTION EQUIPMENT SPECIFIED ABOVE SHALL BE ACHIEVED. -even 3 I\y` ma ed n SECTION NOT TO SCALE 'X' DIMENSION MAY VARY TO PROVIDE REQ'D. BEARING AGAINST UNDISTURBED EARTH. NOTES 1. THRUST BLOCK AREAS SHOWN ARE BASED ON TEST PRESSURES OF 150 P.S.I.G. FOR PLAN WATER, ETC., 75 P.S.I.G. FOR PROCESS LINES AND 25 P.S.I.G. FOR GRAVITY LINE AND 250 P.S.F. PER VERTICAL FOOT OF SOIL COVER MEASURED TO CENTERLINE OF PIPE 2. MINIMUM AREAS SHOWN ARE IN SQUARE FEET AND ARE BASED UPON MIN. 3.0 FEET OF COVER. 3. BEARING MUST BE ON UNDISTURBED EARTH. 4, ADJUST THRUST BLOCK AREAS ACCORDINGLY IF PRESSURES, DEPTH OF COVER AND/OR SOIL BEARING VALUE VARIES. HORIZONTAL �1 BLOCKING NOT TO SCALE °O lo/ / JCRETE a\Q NOTES - 1. CRADLE TO EXTEND FULL WIDTH OF TRENCH. SEE STANDARD CRADLE DETAIL 2. THIS DETAIL APPLIES TO VERTICAL BENDS WITH DOWNWARD THRUST REACTIONL SEE ANCHOR BLOCK DETAILS FOR UPWARD THRUSTS. 3. DO NOT EXTENO CRADLE PAST JOINTS. 4. DIMENSION 'L' IN FEET. MAX. VOLUME IN CUBIC YARDS AND IS \ PROMOED FOR QUANTITY MEASUREMENT. MAIN - C' VARIES TYPICAL SEE PLAN "0' - e' MINIMUM DR CONCRETE CRADLE TABLE TO UNDISTURBED SOIL PIPE PIPE 11% - 15' 22>3§y - 30' X%XX XXjTMAZL CLASS SIZE HORIZONTAL BLOCKING TABLE MAX. VOL V MAX. VOL .L, MAX VOL "L" 150 6'0.42 PLANT WATER, FIRE WATER k POTABLE WATER SYSTEMS WORKING PRESSURES OF 50 PSIG TO 1DO PSIG O,D2 0.45 MEDIUM PRESSURE LINES; PROCESS LINES, PUMP DISCHARGE LINES, ETC, WORKING PRESSURES OF 15 PSIG TO 50 PSIG Q50 D.02 1.00 LOW PRESSURE LINES; GRAVITY LINES, DRAINS, ETC., =STATIC HEAD ONLY) WORKING PRESSURES OF 5 PSIG TO 15 PSIG B 0.42 PIPE SIZE 'X' -DIM FT. 22'-30' MIN. AREA 45' MIN. AREA 90' MIN. AREA TEE & PLUG MIN. AREA PIPE SIZE 11'-15' 22'-30' 'X' -DIM Ff. MIN. MIN. AREA AREA 45' MIN. AREA 9D' MIN. AREA TEE & PLUG MIN. AREA PIPE SIZE 'X' -DIM FT. 11'-15' MIN. AREA 22'-30' MIN. AREA 45' MIN. AREA 90' MIN. AREA TEE k PLUG MIN. AREA 2'-4' 0,75 N2.70 0.93 1.82 3.37 238 2'-4' 0.75 0.23 0,46 0.91 1.68 1.iB 2'-4' 0.75 0.08 0.15 0.30 0.56 0.40 6'1.DO 0.77 2.D4 4.DO 7,38 5.22 6' 1.D0 0.51 1.02 2.00 3.69 2.61 6'1.00 OLL Ku 0.17 0.34 0.67 1.23 0.87 2.04 1.DO 3.53 6.92 12.80 9.05 8' 1.00 0.89 1.77 3.46 BAD 4.52 8' 1.00 0.30 0.59 1.15 2,13 1.5110' ALL STAINLESS STEEL CASING SPACERS 1.D0 5,38 10,56 19.51 13.79 10' 1.00 1.35 2.69 5.26 9.75 6.90 10' 1.00 0.45V22.14 1.76 3.25 2.30 12" 1.25 3.80 7.56 14.84 27.42 19.39 12' 1.25 1.91) 3.78 7.42 13.71 9,69 12' 1.25 0,63 CROSSING DETAIL 2.47 4.57 3.23 16' 1.50 6.45 1284 25.18 46.53 3290 16' 1.50 3,22 6.42 1259 2126 16.45 16' 1.50 1.07 4.20 7.7524' 2.00 13.30 26.48 51.94 95.97 67.85 24' 2.00 6.65 13.2425. 47.98 33.93 24' 2.002.22 8.66 15.99 11.31 30' 2.25 19.56 38,94 76.38 141.13 99.79 30' 2.25 9.78 19.47 38.19 7D.56 49.90 30' 2.25 3,26 1273 23.52 16.63 2.75 26.61 5295 103.87 191.93 135.72 36' 275 13.30 26.48 51.94 95.97 67.86 36" 2.75 4.43 17.31 31.99 2262 NOTES 1. THRUST BLOCK AREAS SHOWN ARE BASED ON TEST PRESSURES OF 150 P.S.I.G. FOR PLAN WATER, ETC., 75 P.S.I.G. FOR PROCESS LINES AND 25 P.S.I.G. FOR GRAVITY LINE AND 250 P.S.F. PER VERTICAL FOOT OF SOIL COVER MEASURED TO CENTERLINE OF PIPE 2. MINIMUM AREAS SHOWN ARE IN SQUARE FEET AND ARE BASED UPON MIN. 3.0 FEET OF COVER. 3. BEARING MUST BE ON UNDISTURBED EARTH. 4, ADJUST THRUST BLOCK AREAS ACCORDINGLY IF PRESSURES, DEPTH OF COVER AND/OR SOIL BEARING VALUE VARIES. HORIZONTAL �1 BLOCKING NOT TO SCALE °O lo/ / JCRETE a\Q NOTES - 1. CRADLE TO EXTEND FULL WIDTH OF TRENCH. SEE STANDARD CRADLE DETAIL 2. THIS DETAIL APPLIES TO VERTICAL BENDS WITH DOWNWARD THRUST REACTIONL SEE ANCHOR BLOCK DETAILS FOR UPWARD THRUSTS. 3. DO NOT EXTENO CRADLE PAST JOINTS. 4. DIMENSION 'L' IN FEET. MAX. VOLUME IN CUBIC YARDS AND IS \ PROMOED FOR QUANTITY MEASUREMENT. MAIN - C' VARIES TYPICAL SEE PLAN "0' - e' MINIMUM DR CONCRETE CRADLE TABLE TO UNDISTURBED SOIL PIPE PIPE 11% - 15' 22>3§y - 30' X%XX XXjTMAZL CLASS SIZE .0 MAX. VOL V MAX. VOL .L, MAX VOL "L" 150 6'0.42 VERTICAL COMPONENT OF THRUST O,D2 0.45 0.02 Q50 D.02 1.00 150 B 0.42 0.02 0.45 0.02 O.BO 0.04 1.40 150 10' 0,42 0,03 0.58 0.03 1.15 0.06 2.03 150 12' 0.42 0,04 0.73 0.05 1,43 0.09 2.53 150 16' 0.42 0.08 0,74 0,14 1A8 0.27 2.61 150 18' 0.66 0,14 1,30 0,28 150 20' 0.77 0,18 1,53 0.36 2010 18' 0.88 0.18 7,74 0.37 OLL Ku OU 200 20' 1.03 0.24 2.04 0.48 ng. USE D.I. - M.J. 45 BENDS (USE THRUST BLOCKING DETAIL) /�� e d d ° �� m m 250 18' 1,05 0.22 2.03 0.43 OF 21000 PSICONCRETEINSTALL AROUND PIPE k BELLS ALL STAINLESS STEEL CASING SPACERS 250 20' 1.20 0.28 2,38 0,58 CONCRETE CRADLE AT VERTICAL BENDS NOT TO SCALE TRENCH WIDTH N4IES< 1. MEGA LUGS (OR APPROVED EQUAL) ARE REQUIRED ON ALL M.J. FITTINGS. A -GROUND - B ° ne a STEEL CASING PRESSURE GROUT PROPOSED STORM RUTILITY _ HORIZONTAL 1'-0 9 10' MAX. VERTICAL COMPONENT OF THRUST 1'-0' TABULATED VALUE BEINFDRDING _ BARS MAX. MAX. CONCRETE PLUG Yom° FOR PIPE SIZE (uBoc w[ GREATER THAN 12' 915MK� E ISNC SHALL BAS BE AS SPECIFIED BY ENGINEER ELEVATION "B -B" TS EEHIS DETAIL SHEET EXISTING WATER MAIN i BLOCK TABLE M.J. D.I. SOLID SLEEVE D.I. NIPPLE USE D.I. - M.J. 45 BENDS (USE THRUST BLOCKING DETAIL) /�� e d d ° �� SPACER -MAX 1' FROM e' /\ e / NESS CASCADE WATERWORKS EACH SIDE OF JOINT` OF 21000 PSICONCRETEINSTALL AROUND PIPE k BELLS ALL STAINLESS STEEL CASING SPACERS OR APPROVED EQUAL 1. AALL PIPE JOINTS LOCATED INSIDE CASING 6' MINIMUM SEPARATION PIPE SHALL BE RESTRAINED, FOR STORM AND 24' MIN. 2. PRESSURE GROUT EXTERIOR OF SEPARATION FOR "SANITARY SEWER ENCASEMENT PIPE 3. MINIMUM OF 3 SPACERS PER JOINT. • FOR SANITARY SEWER, PREFERENCE IS TO RAISE WATER LINE OVER THE SEWER IF POSSIBLE TYPICAL STEEL � CASING PIPE WATER LINE (7NOT CROSSING DETAIL To SCALE NOT TO SCALE A -GROUND - B ° ne a ASSMED c O _ HORIZONTAL 9 VERTICAL COMPONENT OF THRUST TABULATED VALUE BEINFDRDING _ BARS REINFORCING BARS /4 O 12- CENTERS. ed + Y NN. Yom° FOR PIPE SIZE (uBoc w[ GREATER THAN 12' 915MK� E ISNC SHALL BAS BE AS SPECIFIED BY ENGINEER ELEVATION "B -B" SECTION "A -A" VERTICAL THRUST BLOCK TABLE VERTICAL THRUST BLOCK AT PIPE BEND NOT TO SCALE FINISHED GRADE INSTALL RAINSTOPPER PER CITYS REQUIREMENTS NOTES: 1. MAXIMUM CHIMNEY HEIGHT SHALL CONCRETE EXTENSION RING FILL ALL (INTERIOR) ANNULAR SPACES WITH GROUT TO A SMOOTH EVEN SURFACE I NON -PAVED AREAS 1 ROW OF 1' X 3 1/2" BITUMASTIC GASKET MATERIAL RING ANCHORS 1 PAVED AREAS MASTIK - 48' OR 50' CONCENTRIC MANHOLE CONE 0 -RING JOINT ASTM 443 PRECAST CONCRETE MANHOLE SANITARY 4' MIN. SEWER PIPE B" MIN. 0' 1_ ,V-0' & 5'-0' - TROWEd FINISH INSIDE rMS I B00T KOR-N-IAL APRVED EQUAL I RAINSTOPPER S' MIN. �•,o NOTES, EAST JORDAN IRON WORKS OR APPROVED EQUAL NOTE: BE 12" 1. NO GAPS WILL BE ALLOWED IN BITUMASTIC GASKET. 2. THERE SHALL BE SMOOTH TRANSITION BETWEEN THE FRAME AND HEAVY DUTY RING FRAME AND COVER, ASTM A48, SEE DETAIL 01 FOR 2. MANHOLES SHALL BE CONCENTRIC EXTERIOR GROUT ON CLA55 35B. RATED FOR H520 VEHICLE LOADING. "SANITARY PLACEMENT OF EXTENSION RINGS UNLESS OTHERWISE SPECIFIED NON -PAVED AREAS (ASPHALT ON PAVED AREAS) THE WORDS SEWER' SHALL BE CAST INTO THE COVER. AND FRAME 3. MANHOLES GREATER THAN 10' I FILE CONCRETE AS SPECIFIED TAV DEEP SHALL BE 5.0' DIA. 1 Row of 1' x 3 1/2" PAVEMENT 1 PER SPEC 02217 CLASS 2 BIIUMASRC CASKET MATERIAL ( BASE CONCRETE EXTENSION RING FILL ALL (INTERIOR) ANNULAR SPACES WITH GROUT TO A SMOOTH EVEN SURFACE I NON -PAVED AREAS 1 ROW OF 1' X 3 1/2" BITUMASTIC GASKET MATERIAL RING ANCHORS 1 PAVED AREAS MASTIK - 48' OR 50' CONCENTRIC MANHOLE CONE 0 -RING JOINT ASTM 443 PRECAST CONCRETE MANHOLE SANITARY 4' MIN. SEWER PIPE B" MIN. 0' 1_ ,V-0' & 5'-0' - TROWEd FINISH INSIDE rMS I B00T KOR-N-IAL APRVED EQUAL I RAINSTOPPER S' MIN. �•,o NOTES, 1. NO GAPS WILL BE ALLOWED IN BITUMASTIC GASKET. 2. THERE SHALL BE SMOOTH TRANSITION BETWEEN THE FRAME AND 5' MIN. - a e' MIN. CONE OR GRADE RING, OR THE GRADE RING AND THE CONE. 12' MIN DES/GN DRAWN MONOUTHICALLY PLACED SCALE I NOTES I FILE CONCRETE AS SPECIFIED TAV CRUSHED ROCK I FEB 2013 N/A 1 PER SPEC 02217 CLASS 2 UNDISTURBED EARTH EXTENSION RING INSTALLATION 1 FRAME & COVER PLACEMENT NOT TO SCALE TRENCH WIDTH IN PIPE ZONE _ PIPE O.D. + 20' MIN. TO PIPE O.D. + 24' MAX. TYPICAL TRENCH SECTION 3 FOR PVC PIPE NOT TO SCALE CLASS 1 EARTH FILL GENERAL TRENCH NOTES• 1. THIS DRAWING IS ISSUED TO SHOW PIPE BEDDING AND BACKFILL REQUIREMENTS AND NOT FOR THE PURPOSE OF SHOWING TRENCH EXCAVATION REQUIREMENTS RELATED TO EXCAVATION MAY TRENCH SAFETY SYSTEMS. SEE OTHER PORTIONS OF THE CONTRACT DOCUMENTS FOR BE WDENED ABOVE TRENCH SAFETY SYSTEM REQUIREMENTS. THE PIPE ZONE 2. MAXIMUM TRENCH WIDTH OF Bc + 24 INCHES MAY BE INCREASED ABOVE THE EMBEDMENT ONLY TO PROVIDE ROOM FOR SHORING OR OTHER TRENCH SAFETY SYSTEMS, INCLUDING SLOPING OF TRENCH WALLS. 3. DEWATERING OF TRENCHES SHALL BE PERFORMED BY CONTRACTR AS REQUIRED. CLASS 3 EARTH FILL CLASS 10 AGGREGATE FILL EMBEDMENT PER SPEC 31 2333 PRECAST I CAST -IN-PLACE 1 /2 SECTION 1 /2 SECTION PRECAST AND CAST -IN-PLACE K-2 2 SANITARY SEWER MANHOLE NOT TO SCALE TRENCH BACKFILL DENSITY AND MOISTURE REQUIREMENTS 1. ALL EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698, STANDARD PROCTOR, 2. EARTH FILL CLASS 1 AND 2 SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN MINUS 0% TO PLUS 4% OF THE OPTIMUM MOISTURE CONTENT. ALL OTHER CLASSES OF EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN MINUS 2% TO PLUS 3% OF OPTIMUM MOISTURE CONTENT. 3. COHESIONLESS AGGREGATE FILL ON WHICH IT IS NOT PRACTICAL TO CONTROL THE DENSITY BY "PROCTOR" METHODS SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D4253. 4. COHESIONLESS AGGREGATE FILL SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN A RANGE THAT WILL ACCOMMODATE PLACEMENT AND COMPACTION TO THE MINIMUM RELATIVE DENSITY SPECIFIED ABOVE. 5. EARTH FILL AND COHESIVE AGGREGATE FILL SHALL BE COMPACTED IN MAXIMUM 4 INCH LIFTS WITH PNEUMATIC ROLLERS OR POWER HAND TAMPERS AND SHALL RECEIVE A MINIMUM OF EIGHT PASSES. 6. COHESIONLESS AGGREGATE FILL SHALL BE COMPACTED IN MAXIMUM 4 INCH LIFTS WITH VIBRATORY ROLLERS OR VIBRATORY PLATE POWER HAND COMPACTORS AND SHALL RECEIVE A MINIMUM OF EIGHT PASSES. 7. THE OWNER SHALL ARRANGE AND PAY FOR DENSITY AND MOISTURE TESTING. THE TESTING FREQUENCY AND METHODS SHALL BE AS REQUESTED BY THE ENGINEER. THE ENGINEER MAY WAIVE TESTING REQUIREMENTS ON COHESIONLESS BEDDING WHERE TESTING IS NOT PRACTICAL BECAUSE OF LIMITED SPACE BETWEEN THE PIPE AND TRENCH WALLS, HOWEVER THE MINIMUM NUMBER OF PASSES OF THE COMPACTION EQUIPMENT SPECIFIED ABOVE SHALL BE ACHIEVED. NO. DATE REVISION 920 South Main , rapevineTexastreet76051 aIle 170 ENVI WADETRIM Grapevine, TexasSt www.wadelrim.oam 817.488.00501677.533.9873 Building relationships an a foundation of excellence FAX: 817.488.0030 Pacheco Koch 5000 WESTERN PLACE, .1. 525 FORT WORTH, T% 76107 817.412.7155 ' :: TX REG. ENGINEERING FIRM F-469 J4 DALLAS - FORTWORTH ....HOUSTON TX REG. SURVEYING FIRM LS -100050-01 SANITARY SEINER DETAILS MAIN STREET RECONSTRUCTION C/TYOFROANOKE, ,OENTON COUNTY, TEC4S DES/GN DRAWN I DATE SCALE I NOTES I FILE I NO. TAV RRW I FEB 2013 N/A 1 3145-12.118 U-11 TRENCH W7DTHPER DETAIL 3 R.O.W. LINE MEASURED AS SEWER SERVICE CONNECTION ASPHALT PAVEMENT C -L CONCRETE PAVEMENT R.O.W. LINE MEASURED AS SEWER SERVICE CONNECTIONCONCRETE 10'-0' VARIABLE I PAVEMENT PER PAVEMENT PLANS MIN. TO' -0" VARIABLE 1 O MIN. O /i• // �// //�. : PAVEMENT SUBGRADE PER PAVQAENT PLANS o\\/\ i MINIMUM GRADE = 2x/\/\, SEWER MAIN MINIMUM GRADE = 2% FLEXIBLE BASE Oy COMPACTED TO 95% PROCTOR 4" SERVICE LINE 3a' MMIN- 60' MAX. R'• �µa r i\ CLA55 3 �(7 /j EARTH FILL CUSTOMER SERVICE FROM THIS. POINT BY PROPERTY OWNER. WHERE SERVICE LINE IS NOT CUSTOMER SERVICE FROM THIS POINT BY C INSTALLED, PLUG OPEN ENO EXTEND SERVICE OUT PROPERTY OWNER. WHERE SERVICE LINE IS NOT INSTALLED, PLUG OPEN END EXTEND SERVICE OUT C��Y� /i, - ,. / CLASS 70 AGGREGATE OF GROUND AS SHOWN, A MIN. OF 3'-0'. OF GROUND AS SHOWN, A MIN. OF 3'-0'. FILL PER EMBEDMEEC 31 NT 333 STANDARD SEWER CONNECTION DETAIL SEWER MAIN NOTE 45' MAX. j\\ PIPE O.D. /\ L EITHER WYE FITTING OR WYE SADDLE MAY BE USED FOR CONNECTION. NO TEES WILL BE ALLOWED. ALL PIPE AND FITTINGS REQUIRED SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM "EWER SERVICE DEEP SEWER CONNECTION. DETAIL CONNECTION:. NO DEDUCTION FROM THE LENGTH OF SEWER MAIN WILL BE MADE FOR THE LENGTH OF WYE, IF INSTALLED. CONNECTIONS TO SEWER MAINS FROM 0' TO 7' DEEP SHALL CONFORM TO THE CD MARK SEWER SERVICE LINE LOCATION STANDARD SEWER CONNECTION DETAIL CONNECTIONS TO SEWER MAINS DEEPER THAN T SHALL WITH RED VINYL TAPE AT LEAST 3" WIDE\\. CONFORM TO THE DEEP SEWER CONNECTION DETAIL. ALL CONNECTIONS SHALL BE COUNTED AS "SEWER AND 10 MIL THICK. ATTACH TAPE TO /\\\\ SERVICE CONNECTIONS" REGARDLESS OF DEPTH, THE END OF THE SERVICE AND EXTEND - THROUGH THE BACKFILL AT THE POINT OF THE HOUSE SERVICE CONNECTION BEHIND THE CURB. TYPICAL TRENCH SECTION FOR ROADS B NOT TO SCALE SANITARY SEWER CLEAN-OUT 4 NOT TO SCALE c - 7 , ' L �B N r , % r , r CID REED IS T. r 0.71 L. I � ; , - _.✓ \ \ 5.25 , A r �.,✓:" 0.43 0.30 1 \ 1 / / ��_ __ 3.16 — 2.24 —� A-5 , �O p ,., G� 0.43 / - - 1 W— .3.16 : f,% IC •, ! 1.� \ 7.44 r, 12.1 A I , J 0.52 A-10 l J l j G 3.26 '., �. 7 ' v / -.� /\- 4.64 D.7 / : 1' ! \ W-2 i \ 0.71 .:,_, _.. •.-- —a. Al'4.45 ' \ 29.6 / /r c �.W_4 \ `, 0..6 0.40 �. D.61)\ \ i 3.6 � fir 3.26 2B.6 r / \ 28,6 � 'J r l r ♦ i 1• J l O 5D 100 200 3 GRAPHIC SCALE IN FEET D AREA ID RAINAGEC Is Gs Ise Oze I,a Osw'i AREA (AC) A-1 1 0.71. _ Lim I 5.75 3.271 7.551 A.291 9,241 5.25' I W Z1 W r : / O I _ , r —• - � : _/ ..t � �' rte' I - , ! f — r l : r t ` j r r r r r _ i , , L— E G E IV = MINIMUM PROPOSED DRAINAGE DIVIDE 571 PROPOSED CONTOUR Z NO. DAIS RENS/AV 0 PROPOSED DRAINAGE FLOW DIRECTION 910 South Main Street, Suite 170 I- WADETRIM OTapetrine, Texas 78081 W ,..d.bt. „ 817.485.00501877.599.9879 DA 7V PROPOSED DRAINAGE AREA ID 1.D9 AREA IN ACRES 871 Ou IN CUBIC FEET PER SECOND PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 639BD DATE: 2/26/2013 0 U) Z NO. DAIS RENS/AV 0 W 910 South Main Street, Suite 170 I- WADETRIM OTapetrine, Texas 78081 W ,..d.bt. „ 817.485.00501877.599.9879 Building relatlauhlp on ■ tounftuon of exallonsa FA%: 517.488.0030 rn 25 Pacheco Koch L7B1 7DRI E. 617.412.7155 FDRT WORTH,NTX NOMEMENNOMMOMMOM=`" TX REG. ENGINEERING FIRM F-469 DALLAS. FORT WORTH . HOUSTON TX REG SURVETING RRM LS-10GOBO-01 LU DRAINAGE AREAMAP a U. SHEET 1 OF 2 U. 0 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TX LTES/ON LIRAMW MN ALE NO. CJC FIEB JCM 2013 3145-12.118DM DM -1 NA 0 50 100 200 300 GRAPHIC SCALE IN FEET AREA ID DRAINAGE C 11 Oe 1. 1 Q" 1'. Q - AREA (AC) A-1 0.50 0.80 5.75 2.29 7.55 3.00 9.24 3.67 A-2 0.65 0.80 5.75 2.98 7.55 3.91 9.24 4.78 A-3 0.21 0.80 5.75 0.99 7.55 1.30 9.24 1.59 A4 0.52 0.80 5.75 2.37 7.55 3.12 9.24 3.81 A5 0.43 0.80 5.75 1.98 7.55 2.58 9.24 3.16 AZ 0.18 0.80 5.75 0.85 7.55 1.11 9.24 1.36 A-7 0.71 0.68 5.75 2.77. 7.55 3,63 9.24 4.45 A5 0.52 0.68 5.75 2.03 7.55 2.661 9.24 3.26 A9 0.40 0.68 5.75 1.58 7.55 2.051 9.24 2.50 A-10 0.66 0.68 5.75 2.58 7.55 3.389w24 4.14 A41 0.40 0.68 5.75 1,57 7.55 2.07 9.24 2.63 A-12 0.64 0.68 5.75 2.50 7.55 3.29 9.24 4.02 A-13 0.47 0.88 5.75 1.82 7.55 2.39 9.24 2.92 A44 0.45 0.68 5.75 1.77 7.55 2.33 9.24 2.85 AA5 0.35 0.66 5.75 1.37 7.55 1.80 9.24 2.21 A46 0.53 0.68 5.75 2.09 7.55 2.74 9.24 3.35 7 0.47 0.68 5.75 1.82 7.55 2.39 9.24 2.92 VA A-18 0.50 0.68 5.75 1.97 7.55 2.58 9.24 3.16 A49 0,361 0.68 1 5.751 1.391 7.55 1.83 9.24 2.24 A-20 0.31 0.66 1 5151 1.221 7.55 1.60 9.24 1.96 L- E= G E- N o PROPOSED DRAINAGE DIVIDE -X571?-- PROPOSED CONTOUR b PROPOSED DRAINAGE FLOW DIRECTION DA 7 PROPOSED DRAINAGE AREA ID 1,09 AREA IN ACRES 8.71 0- M CUBIC FEET PER SECOND PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NOLL, P.E. TEXAS REGISTRATION N0. 83980 DATE: 2/26/2013 NO. DATE RFWS/OW WADETRIM � amSouth dXl .T"If1 www.wodWlm.com 6117A86.00501977.'395.9979 ®Widhq rW9o-hip. on ■ fmnd.0on of o Ilei p FAM 917A59.0090 IDDSUITE 25 PACENTX L75107 RI DT Pacheco Koch FORWORTH, 817.412.7655 ' ", TX REG. ENGINEERING FIRM F-469 DALLAS. FORT WORTH. HOUSTON TX REG. SURVEYING FIRM IS -100080-01 DRAINAGE AREA MAP SHEET 2 OF 2 MAIN STREET RECONSTRUCTION C/TYOFROANOA'E,DE�VTO)V COUNTY, TX OIES/ON DR41YN DATE I ALE I Na CJC JCA1 2012 3145-12.11BDA1 DM -2 Z s $H HEC -22 100 RUNOFF CALCULATIONS IN et ID Area acres C Tf yrs (0) To min 1 inlhr Q cfs (1) Upstream Bypass Q Cross Total over Q Q S ftlft (2) % ft/ft (3) n (4) T It (5) Depth ft (5d) SW fvft (6) W ft (7) a Eo SQ ft fult (8) (9) (10) LT It (11) L It (12) E (13) Q cfs (14) Q, COMMENTS cfs (15) A-1 0.71 0,80 100 10 9.2 5.25 0,013 0.013 5:25 0.005 0.02 0.015 16.0 0.95 0.333 2 1 0.667 0.597 0.219 7.6 10 1.000 1 5.25 0.00 A-2 0.43 0.80 100 10 9.2 3.18 0.00 3.1B 0005 0.02 x015 13.3 0.89 0.333 2 0.667 0.696 0252 5.7 10 1.000 3.18 0.00 A-3 0.30 0.80 100 10 92 2.24 1+97.49 2.24 0.005 0.02 0.015 11.7 0.86 0.333 2 0.667 0.761 0274 4.6 10 1.000 2.24 0.00 A-4 0.52 0.80 100 10 9.2 3.81 N/A 3.B1 0.005 a02 0.015 14.2 0.91 0.333 2 0.667 0,661 0.240 6.3 10 1.0001 3.81 000 A-5 0.43 0.80 100 10 9.2 3.16 1.40 3.16 0.005 0.02 0.015 13.3 0.89 0.333 2 0.667 0.698 0.253 5.6 10 1-000T3.16 628.14 0.00 A-6 095 0.68 100 10 9.2 5.97 2.50 5.97 0.005 0.02 0.015 16.8 0.96 0.333 2 0.667 0.571 0.210 8.2 10 1.000 5.97 000 A-7 0.71 0.68 100 10 9.2 4.45 0,0044 4.45 0.005 0.02 0.015 15.1 0.93 0.333 2 0.667 0.631 0230 6.9 10 1.000 4.45 0.00 A-8 0.52 0.68 100 10 9.2 3.26 7.35 3.26 1 0.005 0.02 0.015 13.4 0.89 0.333 2 0.667 0.692 0.251 5.7 10 LD00 3.26 0.00 A-9 0,40 0.68 100 10 9.2 2.50 625.38 2.50 0.005 0.02 0.015 122 aB7 0.333 2 0.667 0,741 0267 4.9 10 1.000 2.50 0.00 A-10 066 0.68 100 10 9,2 4.14 631.72 4.14 aD05 0.02 0.015 14.7 0.92 0.333 2 0.667 0.645 0.235 6.6 10 1.000 4.14 0.00 A-11 0.40 0.68 100 10 9.2 2.53 Centerlines 2.53 0.005 0.02 0.015 12.2 0.87 0.333 2 0.667 0.739 0.266 5.0 10 1.000 2.53 0.00 A-12 0.64 0.68 100 10 9.2 4.02 0.0070 4.02 0.005 RD2 0.015 14.5 0.92 0.333 2 0.667 0.651 0237 6.5 10 1.000 4.02 0.00 A-13 0.47 0.68 100 10 9.2 2.92 42" 2.92 0.005 0.02 0.015 12.9 a8B 0.333 2 0.667 0.712 0.257 5.4 10 1.000 2.92 0.00 A-14 0.45 0.68 100 10 9.2 2.B5 78,13 2.85 0.005 0.02 0:015 12.8 0.88 x333 2 0.667 0.717 0.259 5.3 10 1.000 285 0.00 A-15 0.35 0.68 1DD 10 9.2 2.21 14+69.47 2.21 0.005 0.02 0.015 11,6 0.86 0.333 2 0.667 0.76'3 0.274 4.6 10 1.000 2.21 0.00 A-16 0.53 0.68 100 10 9.2 3.35 N/A 3.35 0.005 0.02 0.015 13.6 0.90 0.333 2 0.667 0.686 0.249 5.8 10 L000 3.35 0.00 A-17 0.47 0.68 100 10 9.2 2.92 N/A 2.92 1 0.005 0.02 x015 12.9 D.8B 0.333 2 0.667 0.712 0,257 5.4 10 1.000 2.92 0,00 A-18 0.50 0.68 100 10 9.2 3.16 2.37 3.16 0.005 0.02 0015 13.3 0.89 0.333 2 0.667 0.698 0.253 5.6 10 1.000 3.16 DAO A-19 0.36 0.68 1 D 10 9.2 2.24 0.0042 2.24 0.005 0,02 x015 11.6 0.86 0.333 2 0.667 0,761 0274 4.6 10 1.000 224 0.00 A-20 0.31 068 100 10 9.2 1.96 6.41 1.96 0.005 0.02 0,015 11.1 0.85 0.333 2 0.667 0.783 0.281 4.3 10 1.000 1,96 0,00 0.013 0.0070 Wye Centerlines 641.67 641.74 641.97 637.96 638.09 6,41 0.64 0.0038 84.18 2.23 N/A N/A N/A N/A N/A 23+29.37 24+29.27 57.24 PIPE HYDRAULIC CALCULATIONS Downstream Station Upstream Station Q (Cft) pipe Type Size Box (W X H) Pipe („) n Vafue Slope Design (ft/ft) 'Upstream Junction Type (i1 Connect or" FL Dwn HGL Up HGL Up HGL w/ Jump Dwn FL Up FL U (fps) U /2a (k) S Qcap (Cis) D (ftj DP (ft) vP (fps) 2 vP /29(ft) Partial Station (z) Partial Elevation (3) 0+38,20 0+43.20 0+43.20 1+63.74 99.75 99.75 Pipe Pipe 48" 48" 0,013 0.013 0.0087 0.0087 Bend -45° Bend -22.5° Soffits Soffits 623,90 624.27 623.92 624.85 624.27 625.05 619,90 619.94 I 619.94 620.99 7.94 7.94 0.98 0.98 0.0048 0.0048 133.98 133.98 2.57 2.57 3.98 3.86 7,94 8.03 0.98 1,00 N/A NIA N/A N/A 1+63.74 1+89.49 99.75 Pipe 48" 0.013 0.0088 W e Centerlines 625.05 625.17 625.45 620.99 621.22 7.94 0.98 0.0048 134.75 2.56 3.95 7.95 0.98 N/A N/A 1+89.49 1+97.49 97.51 Pie 48" 0.013 0.0088 Wye Centerlines 625.45 625.49 1 625,75 621.22 621,29 7.76 0.93 0.0046 134.75 2.52 N/A N/A N/A N/A N/A 1+97.49 5+35.62 95.55 Pie 48" 0.013 0.0088 Bend -60° Soffits 625.75 627.25 627.85 621.29 624.26 7.60 0.90 0.0044 134.75 2.49 2.98 9.50 1.40 N/A N/A 5+35.62 5+99.81 95.55 Pipe 48" 0.013 0.0087 Bend -60° Soffits 627.85 628.14 628.63 624.26 624.82 7.60 0.90 0.0044 133.98 2.50 3.31 8.59 1.14 N/A N/A 5+99,81 6+50.00 95.55 Pipe t 48" 0.013 0,0087 Wye Centerlines 628,63 628,85 629.22 624.82 625.26 7.60 0.90 0,0044 133,98 2.50 3.59 8.04 1.00 N/A N/A 6+50,00 6+64.25 92.39 Pipe 48" 0.013 0,0087 Wye Centerlines 629.22 629.28 629.54 625,26 62538 7.35 0.84 0.0041 133,98 2.44 3.90 7.40 0.85 N/A N/A 6+64.25 9+58.00 89.47 Pipe 48" 0.013 0,0087 Wye Centerlines 629,54 630,68 631.61 625.38 627,94 7.12 0.79 0,0039 133,98 2.39 2.74 9.74 1.47 N/A N/A 9+58.00 9+88.46 86.11 Pipe 48" 0.013 0,0087 Size Change Soffits 631.61 631.72 631.82 627.94 628,20 6.85 0.73 0.0036 133,98 2.33 3.51 7.36 0.84 N/A N/A 9+88,46 10+45.81 86.11 Pipe 42" 0.013 0.0070 Wye Centerlines 631.82 632,24 632.75 628.70 629.11 8.95 1,24 0.0073 86,11 2.95 3.13 9,48 1.40 N/A N/A 10+45.81 12+39.35 83.91 Pi a 42" 0.013 0.0070 Wye Centerlines 632.75 634.09 634.45 629.11 630.46 8.72 1.18 0,0070 84,18 2.86 N/A N/A N/A N/A N/A 12+39.35 13+50.15 81.06 Pie 42" 0.013 0.0070 Wye Centerlines 634.45 635.17 635.50 630.46 631,24 8.43 1.10 0,0065 84.18 2.76 N/A N/A N/A N/A N/A 13+50.15 14+69.47 78,13 Pie 1 42" 0,013 0.0070 Wye Centerlines 635.50 636.22 636.55 631.24 632.07 8.12 1.02 0.0060 84.18 2.67 N/A N/A N/A N/A N/A 14+69.47 17+21.54 74.11 Pie 42" 0.013 0,0070 MH w/ 22:5° Lat Soffits 636.55 637.92 638,20 632.07 633.84 7.70 0.92 0.0054 84.18 2.55 N/A N/A N/A N/A N/A 17+21.54 18+92.93 71.58 Pie 42" 0.013 0,0070 Wye Centerlines 638.20 639.07 639.35 633.84 635.04 7.44 0.86 0.0051 84.18 2.48 N/A N/A N/A N/A N/A 18+92.93 19+89.11 67.44 Pipe 42" 0.013 0,0070 Wye Centerlines 639.35 639.79 640,02 635.04 1 635,71 7.01 0.76 0.0045 84.18 2.37 N/A N/A N/A N/A N/A 19+89.11 22+08.55 64.94 Pie 42" 0,013 0.0070 Wye Centerlines 640.02 640.93 641.16 635.71 1 637.25 6.75 0.71 0.0042 84.18 2.31 N/A N/A N/A N/A N/A 22+08.55 23+10.90 61.68 Pipe 42" 0.013 0.0070 Bend -22.5° Soffits 641.16 641.55 641.67 637.25. 637.96 6.41 0.64 0.0038 84.18 2.23 N/A N/A N/A N/A N/A 23+10,90 23+29.37 61.68 Pipe 42" 0.013 0.0070 Wye Centerlines 641.67 641.74 641.97 637.96 638.09 6,41 0.64 0.0038 84.18 2.23 N/A N/A N/A N/A N/A 23+29.37 24+29.27 57.24 1 Pie 42" 0.013 0.0070 Bend -22.5° Soffits 641.97 642,29 642.40 638.09 638.79 5.95 0.55 0.0032 84.18 2.12 N/A N/A N/A N/A N/A 24+29.27 24+80.58 57.24 1 Pie 42" 0.013 0.0070 1 Wye Centerlines 642.40 642.57 642.79 638.79 639.15 5.95 0.55 0.0032 84.18 2.12 3.42 5.98 0.56 N/A N/A 24+80.58 24+96.36 51.27 1 Pi pe 42" 0.013 0,0070 1 Bend -22.5° Soffits 642.79 642.84 642.94 639.15 639.26 5.33 0.44 0,0026 84.18 1.97 N/A N/A N/A N/A N/A 24+96.36 25+28.24 51.27 Pie 42" 0.013 0.0070 Bend -22.5° Soffits 642,94 643.02 643.12 639.26 639.48 5.33 0.44 0,0026 84.18 1.97 N/A N/A N/A N/A N/A 25+28.24 26+59.32 51.27 Pi e 42" 0.013 0,0213 None Soffits 643,12 643.70 644.48 639.48 642.27 5.33 0.44 0.0026 146.84 1.43 1.43 13,90 3.00 26+46.26 643.42 26+59.32 26+65.93 51.27 Pipe 42" 0.013 0.0050 MH w/ 90° Lat Soffits 644.48 644.51 645.40 642.27 642.31 5.33 0.44 0.0026 71.14 2.20 2.20 8.05 1.01 N/A N/A 26+65.93 27+06.62 51.27 Pipe 42" 0.013 0.0050 MHw/90-Lat Soffits 645.40 645.51 646.02 642,31 642.51 5.33 0.44 0.0026 71.14 2.20 3.00 5.84 0.53 N/A N/A 27+06.62 27+51.81 17.67 Pie 36" 0.013 0.0050 Wye Centerlines 646.02 646,05 646.15 643.01 643.24 2.50 0.10 0.0007 47,16 1.27 2.81 2.57 0,10 N/A N/A 27+51.81 27+54.82 14.51 Pipe 36" 0.013 0,0050 Size Change Soffits 646.15 646.15 646,25 643.24 643.25 2.05 0.07 0,0005 47,16 1.14 2,90 2.08 0.07 N/A N/A 27+54.82 27+59.82 14.51 1 Pipe 24" 0.013 0.0050 1 Wye Centerlines 646.25 646,27 646.47 644.25 644.28 4.62 0.33 0.0041 16.00 1.49 1.99 4.62 0.33 N/A N/A 27+59.82 29+60.59 10.70 Pipe 24" 0,013 0.0050 Wye Centerlines 646.47 646.92 647.07 644.28 645.28 3.41 0.18 0.0022 16.00 1.20 1.63 3.89 0.24 N/A N/A 29+60.59 31+13.91 8.46 Pipe 24" 0.013 0,0050 Wye Centerlines 647.07 647,28 647.53 645.28 646,05 2.69 0.11 0,0014 16,00 1.03 1.23 4.16 0.27 N/A N A 31+13.91 31+21.61 3.67 Pipe 24" 0.013 0.0050 Bend -60` Soffits 647,53 647,54 647.64 646.05 646.09 1.17 0.02 0.0003 16,00 0.65 1,45 1.51 0,04 N/A N/A 31+21.61 31+37.00 3.67 Pipe 21" 0.013 0.0200 Inlet 648.00 647.64 647.64 647.77 646.34 646.64 1.53 0.04 0,0005 22.41 0.48 1.00 2.58 0,10 N/A N/A PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING. OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NE1LL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 2/26/2013 NO. OA7F REMA%V WADETRIM South MStr Suite 170 GiaMvNrl TaxTic an 78060 b1 Gru warwavaA.4hn..rn�n a,7A0a.o0501877.Sm.B879 Building LNati-hips an f-na.6- or ax 11- FAX: 517.408.0090 IDOD 11 WESTERNPLACE761DDRIB174127155 Pacheco Koch FORT WORTH, . TX REG. ENGINEERING FIRM F-469 DALLAS. FORT WORTH. HOUSTON TX REG. SURVEYING FIRM LS-10DDW-01 DRAINAGE CALCULATIONS MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TX DESAON aVPAI{'N LWTE I ALEED-3 CJC JCM 1 2013FEB 3145-12.118D STA 0+38.20 LINE A BEGIN LINE A CONNECT TO EXISTING 48" RCP N: 7047681.62 E: 2360858.71 STA 0+43.20 LINE A INSTALL: 1- 60' BEND N: 7047684.69 E: 2360864.75 '.TA 1+89.49 LINE A JSTALL: - 48"X21" 60' WYE CONNECTION 8 LF - 21" RCP I: 7047827.50 : 2360892.93 EXISTING 6'X6' BOX .EXISTING 48" RCP � , '' STA 1+63.74 LINE A ^.� INSTALL: 1- 15' BEND MI {� N, ,.. \ N: 7047801.75 _ .._:.__ ..._—. .. E: 2360893.51 STA 2+00.84, 15' LT. LINE A INSTALL: 1 -10' CURB INLET T/C = 629.96 FL = 623.96 N: 7047838.53 E: 2360877.74 I it I I I II 1 ;I „* I \ I I 1 II I � I I 1 t I >i I. /—(� LINE "A„ — 'OSED 48' RCP TR I MA, IN ST/ If_Ei _ u �- L �"1 f. 1 r R 0 :IN ,I _ l— . E 2 ® }� Q Ui W c WADETRIM 920 South Mete Street, Butte 170 OrepeWner Taxes 78057 L —wodwirl, 817ABS.00M077.533.9873 E Buildhp robtlowhip m ■ founftdw of a 116 a FAT(: 817A88.0030 PLACE 625 Pacheco Koch FORT WORTH, TX 6107SUB17,412.7155 TX REG. ENGINEERING FIRM F-469 L DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS -100060-01 (4 STA 0+00 TO 4+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TEXAS OE97GN ORr1ANV DATE 1 SCALE I NOTES I FIIE NO. BDO CJC FEB 2013 10 20 40 60 3145-12.118 GRAPHIC SCALE IN FEET DWG FILE: PK-ST.DWG XREF FILE: PK-SU.DWC 0 1 2 4 6 VERTICAL SCALE IN FEET E G E �I=>1 I B, BOLLARD Tf1Fp TELEPHONE BOX wo ELECTRIC METER .�i FLOOD LIGHT PP. POWER POLE I • FLAG POLE UGHT STANDARD SGP TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ WATER VALVE PACHECO KGCH" CAP SET I cv. IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT M4 FIRE HYDRANT ---- PROPERTY UNE / WARNING /// EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA, CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT I-800-D/G-TESS. 0 EXISTING`8'X6' BOX ' / 'al - rT. j: i A" I \\ STA 1+97.49 LINEA \\:, INSTALL: l { 1 - 48"X21" 60' WYE CONNECTION "e 19 LF - 21" RCP �V v/�\ ♦ t vt� I N: 7047835.50 E: 2360892.81 e \ \ 3 ` STA 2+04.99, 16' RT. LINE A O O - INSTALL: 1 - 10' CURB INLET @� -,,3 T/C = 629.97 ® FL = 623.97 v ( N: 7047843.33 E: 2360908.65 Qp O e _... z 'a p m a 1n 11 '.. EXISTIN GRADE 0 PIPE CL G. Z N Z m ro tMo W d' w o II +O m Ntu + N PROPOSED GRADE 0 PIPE CL oZZ a� HQ�D� � FWOUJ 630 ti m U� W a W I � i -- c a ¢ J e cp0zCD 1 -KK rnoH ZN Z d N V) U W W N V) U l4 W It: EXISTING TXDOT INLET - — 625 Z 236 LF OF ......PROPOSED 48 / _. _.._.. RCP 0 0.88% -. / / V 26 LF OF P POSED 48" R P 0 0.87% PRELIMINARY 63O NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION N0. 83980 DATE: 02/26/2Di3 625 39 LF OF EXISTING 48" 620 RCP 0 1.009 I - 620 mcoo N N J NI III � II II J S 2 EXISTING 48" RCP e e .�i EXISTING TXDOT MANHOLE 615 615 J 0+00 1+00 2+00 3+00 4+00 NO. I DATE RENslow F c WADETRIM 920 South Mete Street, Butte 170 OrepeWner Taxes 78057 L —wodwirl, 817ABS.00M077.533.9873 E Buildhp robtlowhip m ■ founftdw of a 116 a FAT(: 817A88.0030 PLACE 625 Pacheco Koch FORT WORTH, TX 6107SUB17,412.7155 TX REG. ENGINEERING FIRM F-469 L DALLAS . FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS -100060-01 STORM DRAIN PLAN & PROFILE STA 0+00 TO 4+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TEXAS OE97GN ORr1ANV DATE 1 SCALE I NOTES I FIIE NO. BDO CJC FEB 2013 H:1"=20' V:1 "=2' 3145-12.118 S®'1 DWG FILE: PK-ST.DWG XREF FILE: PK-SU.DWC /// WARN/NO /// EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT 1-800-DIG-TESS. O 10 20 40 60 e GRAPHIC SCALE IN FEET STA 6+64.25 LINE A c D 1 z a s INSTALL: STA 6+75.64, 15.1' LT. LINE A 1 - 46"X21` 60' WYE CONNECTION INSTALL: _^^ VERTICAL SCALE IN FEET 17 LF - 21" RCP i - 10' CURB INLET N: 74B20555 MATCH LINE - STA 5+00 E: 2060766.01 T/C = 632.35 FL= 627.35 a LEGE~ IIppl9plpR8pip11lBip 0 NppIp1110 I Ipl pipml Tip 191BI�IIAI®mgppBplplpipplpl01111pip8pip8plp8 N: 7048190,31 �I ._ ` „....�mL"•.ES a• BOLLARDp TELEPHONE BOX E: 2360754.76 Eum ELECTRIC METER >'c FLOOD LIGHT • I � ,I pp. POWER POLE 1. FLAG POLE �-' e_ # LIGHT STANDARD 9G4 TRAFFIC SIGN \ T. _ ,,, �♦ \ xuo WATER METER I/2 INCH IRON ROD W/ IRS 'PACHECO KOCH" CAP SET (' \ j W. WATER VALVE r'�� �- t ) / ' - _ Icy® (C. M.) CONTROLLING MONUMENT \.� \,\ O IRRIGATION CONTROL VALVE--_ PROPERTY UNE O 0r6 FIRE HYDRANT x— FENCE F", � Lv_ + c4 CLEANOUT — \ '� �` � ` t l - I i '4 E 4 4'l tr = -(0 MANHOLE cHL OVERHEAD UTILITY LINE i \I -)\j� Q rsc❑ TRAFFIC SIGNAL CONTROL �' \ - _-' L�..ti� - L" ) ) - TTP. TRAFFIC SIGNAL POLE t s = F i N$� S NS NS NS N".i'NS''a-5-'�NS,� "NS N.S N g STA 5+35.62 LINEA '� i'__ --`-_c __ :r_.._�; W m INSTALL: .T _ Z 1 - 60' BEND W N: 7048173.55--: - - A - - J r _ Z E: 2360784.75 - S .- r J- 2 ,A! — NS�1�S _..-. SNS __..._.._. STA 6+50 LINE A STA 6+60.96, 15.9' RT. LINEA m"aoax s _ y`r'—� INSTALL: INSTALL: L 1 i a -� STA 5+99.81 LINE A 1 - 48"X21" 60° WYE CONNECTION 1 - 10' CURB INLET INSTALL: 18 LF - 21" RCP T/C = 632.25 I ,, 1 - 3D' BEND `, N: 7048205.68 FL = 627.25 _ N: 7048206.14 E: 2360780.26 N: 7048221.46 I 'e E: 2360830.45 E: 2360769.16 II II Qlorn Q�o�nin Zmlo ZmN <g�1O ~Ilp —ba om Z� nn 5 m m g N a a a o N v PRELIMINARY p ai o o o U v rm o F- o' NOT FOR CONSTRUCTION EXISTING GRADE 0 PIPE CL w II m w II rn o 1- o' + + w. 635 635 to v> U ,o o -- THIS DOCUMENT IS ISSUED FOR THE Q Z a N PURPDSE DF SCHEMATIC REVIEW ONLY N a ii V~i d ii LL ~ N Uo ii ii _..... _..... AND IS NOT INTENDED FOR PERMITTING. BIDDING, OR CONSTRUCTION PURPOSES. _ PLANS PREPARED UNDER THE DIRECT SUPERVISIDN OF BRIAN D. VNEILL, P.E. _ O. O. TEXAS REGISTRATION N0. 83980 DATE: 02/26/2013 + PROPOSED. GRADE 0 PIPE CL 630 630 Z J 2 ' U m 4+00 5+00 WADETRIM 820 South M Sheet,, Sake 770 orapevineal�mo, 7w[ax es 78051 L ,—d.b ft , 817AE8.0050I8774".8873 BWIeInp nNaBanhlps mn■ Ooueftum A amoll- n FAIL: 817A88A8b0 Pacheco Koch FORT WORTHR TX 7 107SU817.412.7155 ( 1511 62'5 TX REG. ENGINEERING FIRM F-469 L DALLAS FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS -100080-01 STORM DRAIN PLAN & PROFILE STA 4+00 TO 8+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TAMS 620 DESIGN DROWN DAME I SCALE I N07ES I FILE I NO, BDO CJC FEB H:1"=20' 3145-12.118 S®'Z 2013 V:1"=2' DWG FILE: PK-ST.DWG XREF FILE: PK-SU.DWC -- '.,. 400 LF OF PROPOSED 48" RCP 0 0..87% N N N N .0 it , it it 6+00 7+00 8+00 WADETRIM 820 South M Sheet,, Sake 770 orapevineal�mo, 7w[ax es 78051 L ,—d.b ft , 817AE8.0050I8774".8873 BWIeInp nNaBanhlps mn■ Ooueftum A amoll- n FAIL: 817A88A8b0 Pacheco Koch FORT WORTHR TX 7 107SU817.412.7155 ( 1511 62'5 TX REG. ENGINEERING FIRM F-469 L DALLAS FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS -100080-01 STORM DRAIN PLAN & PROFILE STA 4+00 TO 8+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TAMS 620 DESIGN DROWN DAME I SCALE I N07ES I FILE I NO, BDO CJC FEB H:1"=20' 3145-12.118 S®'Z 2013 V:1"=2' DWG FILE: PK-ST.DWG XREF FILE: PK-SU.DWC 0 I I I I I _ I S S � '115 1Y X I jr,TMEWirf -- I STA 9+58 LINE A INSTALL: I 1 — 48"X21" 50' WYE CONNECTION I 18 LF — 21" RCP N: 7048202.84 A 'A 10+45.81 LINE A I INSTALL: STALL: I 1 — 10' CURB INLET — 42"X21' 60' WYE CONNECTION TIC = 635.53 LF — 21" RCP I FL = 631.53 7D48201.88 N: 7048185.35 2350384.47 E: 2360373.72 — r - PROPOSED 42 R( is /// WARN/NG /// E EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. e CONTACT UTILITY 48 HOURS PRIOR TO :€ CONSTRUCTION AT 1-800-DIG-TESS. - D 10 20 40 60 s GRAPHIC SCALE IN FEET e D 1 2 4 6 B VERTICAL SCALE IN FEET e a E O a. BOLLARD TELEPHONE BOX am ELECTRIC METER u` FLOOD LIGHT _e P pP, POWER POLE H' . FLAG POLE E LIGHT STANDARD gca TRAFFIC. SIGN E3 huo WATER METER IRS 1/2 -INCH IRON ROD W/ ~, wve WATER VALVE PACHECO KOCH" CAP SET 71 UiCvm IRRIGATIDN CONTROL VALVE (C.M.) CONTROLLING MONUMENT L M — PROPERTY LINE �q X— FENCE {( Z FIRE HYDRANT CLEANOUT —. OVERHEAD UTILITY LINE J STA 9+88.46 LINE A INSTALL: 1-6' ACCESS MANHOLE PIPE SIZE CHANGE 48" RCP TO 42" RCP N: 7D48202.55 E: 2350441.81 A 9+67, 15.5' RT. LINE A STALL: - 10' CURB INLET e 1 I I �/C = 634.39 1 6 FL = 630.39 e I I I N: 7048218.28 I e I I i �E: 2360463.14 u. a MANHOLE —n TRAFFIC SIGNAL CONTROL -. TRAFFIC SIGNAL POLE 635 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES, PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 02/26/2013 630 NO. I DATH RENS/ON j t WADETRIM orspovino Te'exas 76 a;"".,'° ,T,,,,,,.,wadebrini a 817A88.00801877.888.9878 ! Building relationships on ■ 1omWation of aneaOSMa FA)U 817AWA030 f 11, 05 625 Pacheco Koch FORT WORTH, SUITEl PLACE, TX 61078.412.7155 i I'll ' TX REG. ENGINEERING FIRM F-469 L DALLAS FORT WORTH . HOUSTON TX REG. SURVEYING FIRM LS -100080-D1 STORM DRAIN PLAN & PROFILE STA 8+00 TO 12+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE, DENTONCOUNTY, M -AS 62O Dmuv ORA" OATH I SCALE I NOTES I FRP I NO. BOO CIC FEB H:1"=20' 3145-12.118 S®-3 2013 V:1"=2' DWG FILE: PK—ST.DWG XREF FILE: PK—SU.OWC maA g I STA 12+39.35 LINE A INSTALL: I - 42"X21" 60" WYE CONNECT e 18 LF - 21" RCP N: 7048199.60 ® E: 2350190.94 ® v f N t }. E W�h Z�_�- J 1 /I QB - STA 13+61.40, 15' LT. LINE A INSTALL: L"'�' ...�.:,::..:..'"�a=: 1 - 10' CURB INLET �._. .....:.:.:..... ..�.`, I EL 706481 918 6 I I I I � I i LINE A 1- 42'X21" 60' WYE CONNECTION 17 LF - 21" RCP `I N: 7048198.29 E: 2350080.30 j TELEPHONE BOX 1 I {{ Nm t E. � a f r L I' ' 1 „ PP. -. TNS': ...._f�S- .:..JAS NS -'-NS __ iV3'—NS---NS—:.--_•F^j5N ....... NS-`;"'="`iJS—':1'I i UGHT STANDARD SrJI PROPOSED 42 RCP I (���C CLlA- . L i:, __.....j. t ��� .... •SIL—.___ _}_L �-;3.—_;. _'_�_.I ` ...._ Pr,: ,���a WATER METER IRS I" 0.vs Icv� WATER VALVE IRRIGATION CONTROL VALVE (C.M.) a c --E j�• 71 FIRE HYDRANT ---^ PROPERTY UNE E •'"'---' —� V( —'-- '� IIJ cq CLEANOUT - FENCE ..-_, Z u."QO MANHOLE ---------t - OVERHEAD UTILITY LINE PROPOSED 42 RCP c. € -� - SNA 147 LINE A TRAFFIC SIGNAL CONTROL L l5P TRAFFIC SIGNAL POLE 1 - 42"X21 60° WYE CONNECTION j e /// WARN/NG /// EXISTING OVERHEAD/UNDERGROUND i; TELEPHONE, ELECTRIC AND UNDERGROUND e GAS AND FIBER OPTIC UTILITIES IN THE AREA. e CONTACT UTILITY 46 HOURS PRIOR TO E CONSTRUCTION AT 1-800-DIG-TESS. 0 1D 20 40 60 I � . GRAPHIC SCALE IN FEET 0 1 2 4 5 e VERTICAL SCALE IN FEET I 19 LF - 21 RCP UjSTA I ` I I N; 7048196.89 STA 14+80.81, 16.2' RT. LINE A ®I W TALL+51.24, 15.8' IT, LINEA I E: 2359960.84 ® INSTALL: E 1 - 10' CURB INLET 1 - 10' CURB INLET T/C = 637.43 T/C = 639.26 E_ �Ie FL = 633.43 I FL = 635.26 N: 7048215.32 N: 7048212.93 e E; 2360179.56 E: 2359949.31 I I I e Orn <N�N:2 n¢R II II O ZagbtMD _ Za j7 rNj : �J NO_a 10 ,p . O 00 ' 00R a _•-�C- OHw.K OONUU. c<z N '.. Ou O+wiv `o-- ++ EXISTING GRADE 0 PIPE CL - ~y Q N ~N OU IJi 1Ji NN O JJ - 640 1n 1n L> -- - PRO OSED GRADE 0 PIPE CL CD : O O CD -. HGLjDO --- aaaan 635- �� yU.1 - Z -- - _ 400 LF OF PROPOSED 42' RCP 0 0.707. � 0 630 n n — : o M 625 J J J 12+00 13+00 14+00 15+00 16+00 640 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FDR THE PURPDSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION NO. 83960 DATE: 02/26/2013 635 NO. I DATE RENS/dV I a SouthT:605,>oWADETRIM e:1 . S, 7AS8.00501e77".9873 ! BuBNn9 rNatlauhtpa on • foundetlon of a—Domoa FAX.• 517ASS.007011 11E. 1 Pacheco Koch FORT WORTH, WESTERN TX 76107SD817.412.7155 l 121 63— JA 0 : TX REG. ENGINEERING FIRM F-469 D,111A® . FORTWORTH . HOUSTON TX REG. MIRVE,NNG FIRM -10DD80-01 STORM ®RAIN ■ LIEN & PROFILE ILE ` STA 12+00 To 16+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TAMS 625 fxmw DR4*W DATE I SCALE I NOTES I ALE I NO. BOO CJC FEB 11:1"=20' 3145-12.118 SD -4 2013 V:1"=2' DWG FILE: PK-SLDWG XREF FILE: PK-SU.DWC r= "p `I BOLLARD TELEPHONE BOX M Nm ELECTRIC METER �v. FLOOD LIGHT PP. POWER POLE FF , FLAG POLE E UGHT STANDARD SrJI TRAFFIC SIGN _ IS wVa WATER METER IRS C 1/2 -INCH IRON ROD W/ "PAGHEGO 0.vs Icv� WATER VALVE IRRIGATION CONTROL VALVE (C.M.) KOCH" CAP SET CONTRDLLING MONUMENT c --E FIRE HYDRANT ---^ PROPERTY UNE E •'"'---' —� V( —'-- '� IIJ cq CLEANOUT x FENCE — -- - -"' Z u."QO MANHOLE oHr— OVERHEAD UTILITY LINE PROPOSED 42 RCP c. € -� - Tse❑ TRAFFIC SIGNAL CONTROL l5P TRAFFIC SIGNAL POLE 19 LF - 21 RCP UjSTA I ` I I N; 7048196.89 STA 14+80.81, 16.2' RT. LINE A ®I W TALL+51.24, 15.8' IT, LINEA I E: 2359960.84 ® INSTALL: E 1 - 10' CURB INLET 1 - 10' CURB INLET T/C = 637.43 T/C = 639.26 E_ �Ie FL = 633.43 I FL = 635.26 N: 7048215.32 N: 7048212.93 e E; 2360179.56 E: 2359949.31 I I I e Orn <N�N:2 n¢R II II O ZagbtMD _ Za j7 rNj : �J NO_a 10 ,p . O 00 ' 00R a _•-�C- OHw.K OONUU. c<z N '.. Ou O+wiv `o-- ++ EXISTING GRADE 0 PIPE CL - ~y Q N ~N OU IJi 1Ji NN O JJ - 640 1n 1n L> -- - PRO OSED GRADE 0 PIPE CL CD : O O CD -. HGLjDO --- aaaan 635- �� yU.1 - Z -- - _ 400 LF OF PROPOSED 42' RCP 0 0.707. � 0 630 n n — : o M 625 J J J 12+00 13+00 14+00 15+00 16+00 640 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FDR THE PURPDSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION NO. 83960 DATE: 02/26/2013 635 NO. I DATE RENS/dV I a SouthT:605,>oWADETRIM e:1 . S, 7AS8.00501e77".9873 ! BuBNn9 rNatlauhtpa on • foundetlon of a—Domoa FAX.• 517ASS.007011 11E. 1 Pacheco Koch FORT WORTH, WESTERN TX 76107SD817.412.7155 l 121 63— JA 0 : TX REG. ENGINEERING FIRM F-469 D,111A® . FORTWORTH . HOUSTON TX REG. MIRVE,NNG FIRM -10DD80-01 STORM ®RAIN ■ LIEN & PROFILE ILE ` STA 12+00 To 16+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TAMS 625 fxmw DR4*W DATE I SCALE I NOTES I ALE I NO. BOO CJC FEB 11:1"=20' 3145-12.118 SD -4 2013 V:1"=2' DWG FILE: PK-SLDWG XREF FILE: PK-SU.DWC M WARN/NG M EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. 0 o zo ao Bo GRAPHIC SCALE IN FEET 0 1 2 4 5 VERTICAL SCALE IN FEET O L E G E= r i I=> O e. BOLLARD TFl£p TELEPHONE BOX + m ELECTRIC METERFLOOD UGHT N PP. POWER POLE Fv�. FLAG POLE LIGHT STANDARD suva TRAFFIC SIGN LQ Nvo WATER METER 1/2—INCH IRON ROD W/ r W. WATER VALVE IRS *PACHECO KOCH" CAP SET N Icv, IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT W fllQ FIRE HYDRANT --- PROPERTY UNE x— -O MANHOLE FENCE Z CLEANOUT DHL— OVERHEAD UTILITY LINE un J �D❑ TRAFFIC SIGNAL CONTROL '_' isP• TRAFFIC SIGNAL POLE U H Q EXISTING GRADE 0 PIPE CL STA 18+92.93 LINE A 0+00 LAT A-9 ST STA 17+21.54 LINE A = CONNECT 21" LATE STA 19+89.11 LINE A = = 635.06 STA 0+00 LAT A-8 STA 0+00 LAT A-10 : - FL 1" RCP = 635.93 CONNECT 21" LATERAL ......311 LFOF,.. INSTALL: ` : FL 42" RCP ':= 635.73 I : .. PROPOSED GRADE ':0 PIPE. CL �.'... _-.FL..21"..RCP '= 636.60 _ PRELIMINARY RIM: 640.30 NOT FOR CONSTRUCTION FL 42" RCP = 633.85 6355 89 LF OF PROPOSED 42" ED FOR THE IS UREVIEW — FL 21" RCP = 634.72 re - URP SECUMOF 8 HEMATICT ONLY Z w - AND IS NOT INTENDED FOR PERMITTING, 640 BIDDING, OR CONSTRUCTION PURPOSES. 640 n o ..._.. J . __._. NO. DATE RENS/ON y -- -- J J Q : 920 South Main Sime Sulta 170 WADETRim HGL�0D : -- __T___-- --- Q PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. = _ _ =0 OFapovins, Twuis 78051 ' 817A88.00501877.533.9873 :. TEXAS REGISTRATION NO. 839B0 : : vrww.w.OWlm.opn DATE: 02/26/2013 BWlding mllmtl .hlp. on ■ found.tlmn of —B.— FA)L• 817A88A030 2 6.30 v ......311 LFOF,.. _.. (V Sum gNooy I : PROPOSED 42' RCP 0 0.709 N r r r r aaaan 6355 89 LF OF PROPOSED 42" — 1535 re _ Uj Z w ,=r, z n o ..._.. J . __._. NO. DATE RENS/ON y J J Q 920 South Main Sime Sulta 170 WADETRim Q N O - m N = _ _ =0 OFapovins, Twuis 78051 ' 817A88.00501877.533.9873 :. n wM : : vrww.w.OWlm.opn BWlding mllmtl .hlp. on ■ found.tlmn of —B.— FA)L• 817A88A030 2 6.30 630 Pacheco Koch ',GRT WORTH, TX 6107SUB17.412.7155 0: TX RED. ENGINEERING FIRM F-469 0 -- --_— DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-1DDDBD-D1 O s STORM ®RAIN PLAN & PROFILE " s _ STA 16+00 TO 20+00 MAIN STREET RECONSTRUCTION a _ _ _ � C/TYOFROANOKE,DENTONCOUNTY, TE.G4S --,V DRAWN am SCALE NOTES RLE NR 625J - J 1525 ago u o 16100 17100 18+00 19+00 20+00 BDO CJC FEB 2013 H:1"=20' V:1 "=2' 3145-12.118 SD -5 DWG FILE: PK-ST.DWG XREF FILE: PK-SU.DWG - 10' CURB INLET 'C = 642.38 = 638.3B 7046174.02 2359428.48 I I I 4E A I I E � N NV aaaa,n 640 UJI_Z U a 635 I S U 3� O m N n � m .:i sM a 630 J o� 20+00 INSTALL: 1 - 42"X21" 45' NNE 1B LF - 21" RCP N: 7D4B19B,46 E: 2359101.09 s STA 23+42.02, 21.3' INSTALL: 1 - 10' CURB INLET TION T/C = 644.71 FL = 640.71 N: 7046176.62 E: 2359065.96 I LINE A PROPOS 42" RCP 2359221..78 / INSTALL: i 1 - 7' BEND STA 22+18,86, 13.4' RT. LINE A N: 7048196.24 INSTALL: E: 2359119.43 «vz 1 - 10' CURB INLET T/C = 643.86 € FL = 639.86 N: 70482D9.24 E: 2359211.51 PROPOSED GRADE C PIPE CL Ld 0z_ __.z Wy J w m � r STA 22+08.55 LINEA N INSTALL: Q'OOI j 1 - 42"X21" 60' WYE CONNECTION 15 LF - 21" RCP N: 7048195.84 E � N NV aaaa,n 640 UJI_Z U a 635 I S U 3� O m N n � m .:i sM a 630 J o� 20+00 INSTALL: 1 - 42"X21" 45' NNE 1B LF - 21" RCP N: 7D4B19B,46 E: 2359101.09 s STA 23+42.02, 21.3' INSTALL: 1 - 10' CURB INLET TION T/C = 644.71 FL = 640.71 N: 7046176.62 E: 2359065.96 I LINE A PROPOS 42" RCP 2359221..78 / INSTALL: i 1 - 7' BEND STA 22+18,86, 13.4' RT. LINE A N: 7048196.24 INSTALL: E: 2359119.43 «vz 1 - 10' CURB INLET T/C = 643.86 € FL = 639.86 N: 70482D9.24 E: 2359211.51 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET L E— G E N O e• BOLLARD Twp TELEPHONE BO% N ELECTRIC METER zc FLOOD LIGHT PFm POWER POLE fP . FLAG POLE LIGHT STANDARD 9GN4 TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ wv" WATER VALVE PACHECO KOCH" CAP SET Ill. IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT MQ FIRE HYDRANT ---- PROPERTY UNE x FENCE CILCIL CLEANOUT c MANHOLE OVERHEAD UTILITY LINE "D TRAFFIC SIGNAL CONTROL �P• TRAFFIC SIGNAL POLE I// WARN/NG /// EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE MEA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE 64S PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUGTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE 02/26/2013 640 NO. I DA 7E /PENSION j I WAI ERA WADETRIM Grapey ne Talxes 7788051 170 —adaafm.ee,a 817.480.00001077.089.0079 ; Building nh0auhlpe on a foundation of axemtianea FAX. 017.400.030 Pacheco Koch FORT WORTH, TX 761075UB17.412.7155 L 625 6.35 TX REG, ENGINEERING FIRM F-469 L DAUAS . FORTWORTH . HOUSTON TX REG. SURVEYING FIRM IS -100080-D) ■ STORM DRAIN LAN & ■ ®ROFILE STA 20+00 TO 24+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TEXAS 6.30 DESIGN DRAiYN DA7P I SG4LE I N07ES I l9LE I NO. BOO CJC FEBVII"=2� 3145-12.118 S®'6 2013 DWG FILE: PK-ST,DWG XREF FILE: PK-SU.DWD PROPOSED GRADE C PIPE CL Ld 0z_ __.z J w m � m N Naa - Q'OOI N CL CL a NN << o ` v~i v~i EXISTING GRADE ®PIPE CL Nati' J.. _ HGL10 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET L E— G E N O e• BOLLARD Twp TELEPHONE BO% N ELECTRIC METER zc FLOOD LIGHT PFm POWER POLE fP . FLAG POLE LIGHT STANDARD 9GN4 TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ wv" WATER VALVE PACHECO KOCH" CAP SET Ill. IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT MQ FIRE HYDRANT ---- PROPERTY UNE x FENCE CILCIL CLEANOUT c MANHOLE OVERHEAD UTILITY LINE "D TRAFFIC SIGNAL CONTROL �P• TRAFFIC SIGNAL POLE I// WARN/NG /// EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE MEA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE 64S PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUGTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE 02/26/2013 640 NO. I DA 7E /PENSION j I WAI ERA WADETRIM Grapey ne Talxes 7788051 170 —adaafm.ee,a 817.480.00001077.089.0079 ; Building nh0auhlpe on a foundation of axemtianea FAX. 017.400.030 Pacheco Koch FORT WORTH, TX 761075UB17.412.7155 L 625 6.35 TX REG, ENGINEERING FIRM F-469 L DAUAS . FORTWORTH . HOUSTON TX REG. SURVEYING FIRM IS -100080-D) ■ STORM DRAIN LAN & ■ ®ROFILE STA 20+00 TO 24+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TEXAS 6.30 DESIGN DRAiYN DA7P I SG4LE I N07ES I l9LE I NO. BOO CJC FEBVII"=2� 3145-12.118 S®'6 2013 DWG FILE: PK-ST,DWG XREF FILE: PK-SU.DWD PROPOSED GRADE C PIPE CL N _ HGL10 LU _... _.... _ 4DO LF OF _ PROPOSED 42"....... RCP 0 0.70%' _ » rj N m 21+00 22+00 23+00 24+00 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET L E— G E N O e• BOLLARD Twp TELEPHONE BO% N ELECTRIC METER zc FLOOD LIGHT PFm POWER POLE fP . FLAG POLE LIGHT STANDARD 9GN4 TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ wv" WATER VALVE PACHECO KOCH" CAP SET Ill. IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT MQ FIRE HYDRANT ---- PROPERTY UNE x FENCE CILCIL CLEANOUT c MANHOLE OVERHEAD UTILITY LINE "D TRAFFIC SIGNAL CONTROL �P• TRAFFIC SIGNAL POLE I// WARN/NG /// EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE MEA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE 64S PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUGTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE 02/26/2013 640 NO. I DA 7E /PENSION j I WAI ERA WADETRIM Grapey ne Talxes 7788051 170 —adaafm.ee,a 817.480.00001077.089.0079 ; Building nh0auhlpe on a foundation of axemtianea FAX. 017.400.030 Pacheco Koch FORT WORTH, TX 761075UB17.412.7155 L 625 6.35 TX REG, ENGINEERING FIRM F-469 L DAUAS . FORTWORTH . HOUSTON TX REG. SURVEYING FIRM IS -100080-D) ■ STORM DRAIN LAN & ■ ®ROFILE STA 20+00 TO 24+00 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, TEXAS 6.30 DESIGN DRAiYN DA7P I SG4LE I N07ES I l9LE I NO. BOO CJC FEBVII"=2� 3145-12.118 S®'6 2013 DWG FILE: PK-ST,DWG XREF FILE: PK-SU.DWD SIA L1+41.L7, 1Li,l LI. LINL A INSTALL: 7YA 1 - 10' CURB INLET RNING X.I I FLC 645088 e EXRHEAD/UNDERGROUNDI I I N: 7048311.04TELEPTRIC AND UNDERGROUND�iE: 2358705.76 GAS AHDIC UTILITIES IN THE AREA,• CON48 HOURS PRIOR TO4 STA 26+59.32 LINEA CAT I-800-DIG-TESS. CONNECT TO EXIST. 1 STA 24+80.58 LINE A 42" RCP h) = 0 10 20 40 60 INSTALL: STA 24+96,36 LINEA N: 7048291.63 - - 1 - 42"X21" 60' WYE CONNECTION INSTALL: .. I E: 2358787.00"''- GRAPHIC SCALE IN FEET ( I � ® 15 LF - 21" RCP 1 - T BEND �� I , �,r ,,, 0 1 2 4 6 N: 7048224,64 N: 7048229.00 - I'• I ' '�- I ' ��- STA 27+59.82 LINE A e E: 2358952.60 E: 2358937.44 „- i; INSTALL: I VERTICAL SCALE IN FEET c iL - - - 1 - 21"X24" 45' WYE CONNECTION 17 �F B zl" RCP N. 04 3 1,01 E: 2358722.73 �? STA 27+30, 15 LT LINE AI EX. A INLET a a. METER x \ � BOLLARD �p "r N POWERI POLE FLAGPOLE LIGHT '1 n t UGHTRSTANDARD �cN TRAFFIC SIGN ,G-�tD/y ... S E Q WATER METER IRS 1/2-INCH IRON ROD W/ T m I Z� _ —/_ wVm WATER VALVE "PACHECO KOCH" CAP SET •i ! 1` l: � n i� �?I��„` s I� E y IRRIGATION CO OL VALVE (C.M.) CONTROLLING MONUMENT Rj/+�/y..�r, T - __-__ .. ... _ _--_ UNE ... }T FIRE HYDRANTNTR x FENCE PROPER — — / —' — — W 4 C oHL— OVERHEAD UTILITY LINE PROPOS D 42” RCP ! CLEANOUT .27 � DPOS D 24' RCP 2811 _ LAT A-4 J ��pO MANHOLE TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POLE t � � LINE N� _t - ' U � � f 1 I . �,:! 5 __ ' "" \ �✓{ f � :, it I _ I-- O---------- — -- - h4— -- --- -- - STA 27+30, / _ 20' RT LINE A v -ter, ' j I� t I REMOVE EX. '*. I f LI AREA INLET '" - STA 27+54.62 LINE A a -� CONNECT TO EXIST. [_ _ 36" RCP •�',d. e STA 24+29.27 LINEA I '- ' .. I I I : N: 7048311.14 INSTALL: i 1 -`'.. I '' ! I I ? I fy �Ich E: 2358744.24 =E 1 - 7° BEND N: 7048210.46 0*8 .81-11 g E: 2359001.92 I I STA 24+86.60, 13' RT. LINEA I `� STA NSTALL+37.76, 14.9' RT. LINEA I INSTALL: 1 - 10' CURB INLET ( I 1 - 10' CURB INLET T/C = 646.22 I I f �r CONNECT TO EX. 24" RCP FL = 642.22 I L.( {,xil !� i"`i� : T/C = 649.02 e N: 7048239.63 FL = 645.02 e E: 2358947.40 N: 7048337.79 e E: 2358721,85 It Q Q Jho Q y x Q N N., Q Q<0N Q µ W µ Jz Ztt)Krn00 ZZ�Z W Z Qm: QZ rn <, - Zy 4 d- z�H. d W �a Q 0" �W 2N ZZ ZIj O O. - JX i0 i0 JQQ tO IO Nm- ---- -' IL_R,,,1Ojmm - -. J.. _... =3 0 =1- loe _ mW 8 II -N¢. II II... _... Oinao OJ[Vaa »�N aaz ..N of -{Naa °}}door-�� +fin Z : u°°i~N �-�i z'� ot- caiu }va��- +Do��� ND�O NO'N� NOS � - - bU�. +Ua4 + ��.. NZ KiIn O. NOZO� aoll ZaNQ011 .,}: NZ. NZWO N caN Qzv IN aazNN PRELIMINARY 650 Nai N ��� �d� m N az11 ay�Il azxNc v~�nWJ v~�� 650 _ -- NOT FOR CONSTRUCTION - + 4 - fn U<L NOUN N lb 1 12 THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY EXISTING GRADE 0 PIPE CLAND IS NOT ( N - .... _.. RIDDING OR CONSTRUCTION PURPOSES, - VI I .. p ECT PROPOSED GRADE PIPE CL SUPERVIPREPARED ION eRi1ANNDo o'NEITHE u,R P.E. O AXES TEXAREGISTRATION EGIST ATI N NO. 8398D 2 o R1 __ I I HGLTOo I I N_ U 00 m N -CC w _ - 124 LF OF y O a a a a 5 645 I I 49 LF OF PROPOSED 24' ' 645 W LU`— —" EXISTING 36"% Z 41 LF OF RCP 0 0.50% z W J _ EXISTING42" J U RCP 0 0.50% _ NO. OA7E REV7S/A4 y _- ------- -- -- i _� i 130 LF V I- PROPOSED 2"I I_ ---_--— — Q BYO oMStreet, Suite 170 Grapevine, Texas 78057RCP 0 2.13% WADETRIM ` LU N n� ,,,,,,,,,,,,,aaaa— 877.488.00501877 533.9873 Y Bu11aNg nMaeamAlpa on a foundation of aXLa110sce FAX: 877A88.0030 p 128 LF OF ---. a u1 o v0 0 A625 po6 Pacheco Koch FORT WORTH, TX 76107817.412.7155 X;PROPOSED 42" 640640 -- -f2CP-�$�eSe-- -- TX REG. ENGINEERING FIRM F-469 O J J II II IIS JI II{ _ _ DALLAS FORT WORTH I. HOUSTON TX REQ SURVEYING FIRM IS-100080-01 a �a o STORM DRAIN PLAN & PROFILE " mm av 3 ^ m STA 24+00 TO 28+00 m N N (J Ila t7 C7 M 0) O N Ila__ a a MAIN STREET RECONSTRUCTION __ ,�... _. II C/ E3 TYOFROANOKE, DENTONCOUNTY, TEXAS moo 635 J 635 a SSW n U*W W7E sa4fX Nous AYE NO. 24100 25100 26100 27100 28100 Boo CJC FEB H:i"=2o' 3145-12,118 S®-7 2013 V:1 "=2' DWG FILE: PWG XREF FILE: PK-SU.K-SU.DWC SIA 29+/1,//, T4 KI. uNt A STA 31+3I LINt A INSTALL: INSTALL: _ 1 - 10' CURB INLET I (_, - '�I� 1 - 10' CURB INLET I T/C = 650.51 ':� ( T/C = 651.72 FL = 637.00 I — FL = 647.22 N: 7048434.28 N: 7048497.96 E: 2358506.66 E: 2358367.98 I I Q Q ¢ N ¢ 650 HGL Z< 60 Z I y Z w STA 31+35.76 LINE A =. VERTICAL SCALE IN FEET -I E ISI I=> a• BOLLARD. Twp TELEPHONE BOX f END 24 RCP ® INLET FLOOD LIGHT PP. POWER POLE FP. FLAG POLE g II it UGHT STANDARD scN TRAFFIC SIGN g 11 11 I/2 -INCH IRON ROD W/ FL 24" RCP = 647.22 WATER VALVE PACHECO KOCH" CAP SET Icv® IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FH* FIRE HYDRANT ---- x PROPERTY UNE FENCE �q CLEANOUT oxl- OVERHEAD UTILITY LINE un00 MANHOLE -0 M- TSP, o : 645645 0 —EXISTING GRADE .0 PIPE CL _.. rn+� N 0 -. 0 w MT + D. RTa `v -.... _ -_... _... PROPOSED GRADE ® PIPE CL << z `� `� CON4B HOURS PRIOR TO ¢ ¢ CAT 1-800-01G-TESS, 650 HGL PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPDSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 02/26/2013 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 2 4 6 VERTICAL SCALE IN FEET E ISI I=> a• BOLLARD. Twp TELEPHONE BOX f ELECTRIC METER yc FLOOD LIGHT PP. POWER POLE FP. FLAG POLE �. UGHT STANDARD scN TRAFFIC SIGN WATER METER IRS I/2 -INCH IRON ROD W/ rNm WATER VALVE PACHECO KOCH" CAP SET Icv® IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT FH* FIRE HYDRANT ---- x PROPERTY UNE FENCE �q CLEANOUT oxl- OVERHEAD UTILITY LINE un00 MANHOLE -0 TRAFFIC SIGNAL CONTROL TSP, TRAFFIC SIGNAL POLE : 645645 0 /11EXHEAD/UNDEfiGROUNDTELEPRIC v m 77WAMRNINGRN/NG AND UNDERGROUNDGAS ANDC UTILITIES IN THE AREA. CON4B HOURS PRIOR TO Z CAT 1-800-01G-TESS, PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPDSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 02/26/2013 OLF p f 00 --------------- -� ::41 U Q — oda 3W PRO 7- iu.— RC : 645645 0 v m Z n n n J NO. DA 7E RENS/AV � Q IIS 920 South Main Street, Suite 178 wl T 1L"1L� 1 1�L1V1 Grapevine, 78081 u x TAS8.0501677 tea., ai S17A88.00li01877.591.9879 Y Building nhtbsso�roh//" on aaf®fouuiindation of a 11- FAR- 817A88.0030 2 PieVh�iV® ®VB■ 60D0 WESTERN PLACE. SUITE 625 Q 3 640 __ - -_- --- -�- 640 -:: '.I TX REG. ENGINEERING OFIRM 1F-4697155 LL _: ' - - DALLAS FORTWORTH HOUSTON T% REG. SURVEYING FIRM IS -100080-D7 � s STORM DRAIN PLAN & PROFILE " STA 23+00 TO 31+37 a� o7 o a Ow a o MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOU/VTY, TEx4S N Dmw aRaOW DA7P I sl:aL-- I MOM I 171E NO. 635 J N J 635 N 28-1-00 291-00 304-00 314-00 BDO CJC FEB FEB H:1"=20' V:1"=2' 3145-12.118 SD -8 ' DWG FILE PK-ST.DWG XREF FILE PK-SU.DWG 3 D/4 4' uIN. STORM SEWER EMBENDMENT AND BACKFILL EMBEDMENT NOTES: 1, WHERE THE MAXIMUM TRENCH WDTH IS EXCEEDED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SUITABLE BEDDING THAT WILL ADEQUATELY RESIST THE ADDITIONAL EXTERNAL LOAD, AND THE ADOITONAL COST SHALL BE BORNE BY THE CONTRACTOR. 2 FINAL BACKFILL SHALL BE MATERIAL EXCAVATED FROM TRENCH MECHANICALLY COMPACTED TO A DENSITY NO LESSTHAN 95% (AT OR NO MORE THAN 3% ABOVE OPTIMUM MDISTURE) OF STANDARD PROCTOR (ASTM 0-696). 3. THE MINIMUM AND MAXIMUM TRENCH WDTHS SHALL BE ESTABLISHED BY HORIZONTAL MEASUREMENTS MADE AT AN ELLVATON IN THE TRENCH WHICH IS TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE WHEN IT IS LAID TO GRADE. THAT PORTON OF THE TRENCH R FLOW THIS REFERENCE PLANE IS OMNED AS THE PIPE ZONE AREA 4. THE TRENCH WALLS IN THE PIPE ZONE AREA SHALL BE MAINTAINED VERTICAL THE CONTRACTOR SIALL HAVE THE OPTION OF MAKING THE TRENCH WALLS ABOVE THE PIPE ZONE EITHER VERTICAL OR SLOPED, BUT IT SHALL BE HIS FULL RESPONSIBILITY TO PROVIDE ALL SHORING NECESSARY TO STAY WTHIN THE EASEMENT PROVIDED OR SECURE ADDITIONAL WORKING ROOM IF HE ELECTS TO SLOPE THE TRENCH WALLS OUTSIDE THE EASEMENT PROVIDED, ALL IN ACCORDANCE WTH THE APPUCABIE FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. FOR END TO ENO EXTENSIONS CONCRETE COLLAR DETAIL PLAN VIEW d3 BARS 0 12' O.C. 2'R PURPOSE OF SCHEMATIC REVIEW ONLY B' 24' BIDDING, OR CONSTRUCTION PURPDSES, (REAR FACE, REM WALL) CHAMFER NOTES 2, Y" A d3 BARS 0 16' O.C. DIMENSION "D' (DFPR i FOR ALL STANOAAO 10' Y 'po:T60 ; °"' „°WADETRIM 920 Bout (NEAR FACE, REAR WALL) —:11I 817A88.00801877".9873 fouofiumnsa- FAX- 8,7.488.0030 Building Ma®tlonsh/IpeOs{m� INLETS SHALL BE 4'-0 AT THE UPPER END AND ■ acheco FGRT WORTH, TX BS BARS I B.I I� STORM DRAIN DETAILS 4'-B' AT THE OUTLET ENO (MEASURED FROM THE TOP OF CURB). FPR NON-STANDARD INLETS THE F--Toni DE8/GN DRAWN DATE DEPTH WLL BE SNO N ON HE P ANS 2. DIMENSION 'A" SHALL BE THE GUTTER DIMENSION IN 24" CHAIN, C.I. I ALE I BDO USE ON THE PRCIIE1 �, - NO SWIVEL COVER H:1"=20' V:1"=2' CL (2) d4 BARS I X 15'-9' 3. IF MANHOLE DEPTH IS OVER 5'-0', STEPS WILL BE REODIRED AND SNALL BE CONSTRUCTED PER m COVER 3/4' CHAMFER DRAWNOSO-013. 4, GUTTER CONSTRUCTION IN FRONT OF INLET (AS B ' B SHO1I IS TO BE CON, S! AS PART OF SAME. T} -12' 1 5, ALL EXPOSED SURFACES ARE TO BE WELL M15RED. EXCAVATION FOR INLET IS TO BE INCLUDED IN PRICE `2 (SEE } BID FOR SAME —FACE OF CURB NOIE 2) J USE d3 BARS X 3'-2' 0 22' d3 BAAS n 78" O.L. A O.C., UNLESS CONNECTING TO (FRONT FACE, FRONT WALL) VARIES (SEE FACE OF CURB PAVEMENT, THEN USE d3 BARS GUTTER - d3 BARS BENT INTO WALL d3 BAR % 15'-9" NOTE 2) % 5'-3' 0 22" O.C. ELEVATION VIEW 3 RADIUS AND A SLOPE AS STD. CURB 2-1/2' D/4 4' uIN. STORM SEWER EMBENDMENT AND BACKFILL EMBEDMENT NOTES: 1, WHERE THE MAXIMUM TRENCH WDTH IS EXCEEDED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SUITABLE BEDDING THAT WILL ADEQUATELY RESIST THE ADDITIONAL EXTERNAL LOAD, AND THE ADOITONAL COST SHALL BE BORNE BY THE CONTRACTOR. 2 FINAL BACKFILL SHALL BE MATERIAL EXCAVATED FROM TRENCH MECHANICALLY COMPACTED TO A DENSITY NO LESSTHAN 95% (AT OR NO MORE THAN 3% ABOVE OPTIMUM MDISTURE) OF STANDARD PROCTOR (ASTM 0-696). 3. THE MINIMUM AND MAXIMUM TRENCH WDTHS SHALL BE ESTABLISHED BY HORIZONTAL MEASUREMENTS MADE AT AN ELLVATON IN THE TRENCH WHICH IS TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE WHEN IT IS LAID TO GRADE. THAT PORTON OF THE TRENCH R FLOW THIS REFERENCE PLANE IS OMNED AS THE PIPE ZONE AREA 4. THE TRENCH WALLS IN THE PIPE ZONE AREA SHALL BE MAINTAINED VERTICAL THE CONTRACTOR SIALL HAVE THE OPTION OF MAKING THE TRENCH WALLS ABOVE THE PIPE ZONE EITHER VERTICAL OR SLOPED, BUT IT SHALL BE HIS FULL RESPONSIBILITY TO PROVIDE ALL SHORING NECESSARY TO STAY WTHIN THE EASEMENT PROVIDED OR SECURE ADDITIONAL WORKING ROOM IF HE ELECTS TO SLOPE THE TRENCH WALLS OUTSIDE THE EASEMENT PROVIDED, ALL IN ACCORDANCE WTH THE APPUCABIE FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. FOR END TO ENO EXTENSIONS CONCRETE COLLAR DETAIL PLAN VIEW NOT FOR CONSTRUCTION 2'R PURPOSE OF SCHEMATIC REVIEW ONLY F BIDDING, OR CONSTRUCTION PURPDSES, PLANS PREPARED UNDER THE DIRECT CHAMFER TOP OF CURB END OF INLET TO BE NEAR CURB CORNER T GRADE OF GUTTERTT NO. %47E RENS/ON 'po:T60 ; °"' „°WADETRIM 920 Bout IN —:11I 817A88.00801877".9873 fouofiumnsa- FAX- 8,7.488.0030 Building Ma®tlonsh/IpeOs{m� ®■a Ond"" WES RN PLACE,76107 5U817.412.7155 Koch ■ acheco FGRT WORTH, TX AT INLET CA3'R DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10OD80-01 STORM DRAIN DETAILS MAIN STREET RECONSTRUCTION C/TYOFROANOKE, DENTONCOUNTY, TEXAS DE8/GN DRAWN DATE I I I ALE I NO, BDO d3 BARS FEB 2013 H:1"=20' V:1"=2' 3145-12.118 SD -9 m 3/4' CHAMFER 0 18. Ox, ' I WW 3'-0' 10'-0" OPENINGl _ 3'-0 _ 51 D, CURB NO PAY LIMIT OF INLET GUTTER - d3 BARS BENT INTO WALL 24' ELEVATION VIEW B. B" TOP OF GUTTER TOP (IF CURB d4 BARS AT 8- OUTSVE EDGE 2--1 O.C. BOTH, W(�YS I n4 KEYWAY LIN 3'-4 - �•'-` .:. IEU OF KEYWAY FLOW UNE SECTION B -B z' SECTION A -A OF CUTTER REVISED DATE: 11-2009 D/4 4' uIN. STORM SEWER EMBENDMENT AND BACKFILL EMBEDMENT NOTES: 1, WHERE THE MAXIMUM TRENCH WDTH IS EXCEEDED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SUITABLE BEDDING THAT WILL ADEQUATELY RESIST THE ADDITIONAL EXTERNAL LOAD, AND THE ADOITONAL COST SHALL BE BORNE BY THE CONTRACTOR. 2 FINAL BACKFILL SHALL BE MATERIAL EXCAVATED FROM TRENCH MECHANICALLY COMPACTED TO A DENSITY NO LESSTHAN 95% (AT OR NO MORE THAN 3% ABOVE OPTIMUM MDISTURE) OF STANDARD PROCTOR (ASTM 0-696). 3. THE MINIMUM AND MAXIMUM TRENCH WDTHS SHALL BE ESTABLISHED BY HORIZONTAL MEASUREMENTS MADE AT AN ELLVATON IN THE TRENCH WHICH IS TWELVE (12) INCHES ABOVE THE TOP OF THE PIPE WHEN IT IS LAID TO GRADE. THAT PORTON OF THE TRENCH R FLOW THIS REFERENCE PLANE IS OMNED AS THE PIPE ZONE AREA 4. THE TRENCH WALLS IN THE PIPE ZONE AREA SHALL BE MAINTAINED VERTICAL THE CONTRACTOR SIALL HAVE THE OPTION OF MAKING THE TRENCH WALLS ABOVE THE PIPE ZONE EITHER VERTICAL OR SLOPED, BUT IT SHALL BE HIS FULL RESPONSIBILITY TO PROVIDE ALL SHORING NECESSARY TO STAY WTHIN THE EASEMENT PROVIDED OR SECURE ADDITIONAL WORKING ROOM IF HE ELECTS TO SLOPE THE TRENCH WALLS OUTSIDE THE EASEMENT PROVIDED, ALL IN ACCORDANCE WTH THE APPUCABIE FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. FOR END TO ENO EXTENSIONS CONCRETE COLLAR DETAIL DWG FILE: PK-ST,DWO XREF FILE PK-SU.DWO PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPDSES, PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO, 83980 DATE: 10/24/2012 NO. %47E RENS/ON 'po:T60 ; °"' „°WADETRIM 920 Bout IN —:11I 817A88.00801877".9873 fouofiumnsa- FAX- 8,7.488.0030 Building Ma®tlonsh/IpeOs{m� ®■a Ond"" WES RN PLACE,76107 5U817.412.7155 Koch ■ acheco FGRT WORTH, TX ' TX REG. ENGINEERING FIRM F-469 DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10OD80-01 STORM DRAIN DETAILS MAIN STREET RECONSTRUCTION C/TYOFROANOKE, DENTONCOUNTY, TEXAS DE8/GN DRAWN DATE I SCALE I N07ES I ALE I NO, BDO CJC FEB 2013 H:1"=20' V:1"=2' 3145-12.118 SD -9 DWG FILE: PK-ST,DWO XREF FILE PK-SU.DWO I i I P I -------- - ///WARN/NG/// r J - J EXISTING OVERHEAD/UNDERGROUND TTELEPHONE, ELECTRIC AND UNDERGROUND I 1 . _,,, . , _ I J I tY I - A GAS AND FIBER OPTIC UTILITIES IN THE AREA. i�� - r CONTACT UTILITY 48 HOURS PRIOR 70 0 10 zo 40 60 17 CONSTRUCTION 48 HOURS PRIOR V ' GRAPHIC SCALE IN FEET C; I I I o ` Fw j M D 1 2 4 6 - - - - - - - - _ N o `L REMOVE/REPLACE I ^ BARRIER FREE RAMP �I VERTICAL SCALE IN FEET N w DRIVEWAY (TP) o L E G E N D + + o REMOVE EX. SIGN Ij (n 16 6' BOLLARD TLL[pTELEPHONE BOX LwJ `1 {...I : F ELECTRIC METER FLOOD LIGHT O IPOWER POLE fc. FLAG POLE ROW s- j I.�� tn" - R s + UGHT STANDARD !u�' � � -sem" �-!� �,E s a TRAFFIC SIGN REMOVE EX. SIGN 'S -1 _ 1? .��', ( , _J._ :� Z L+' L6� W°° WATER METER IRS 1/2 -INCH IRON ROD W/ ® wv" WATER VALVE 1/2-INCH KOGH" CAP SET k yll -C. 4 ✓ r tib, -� �,. ��1 `., ® Icy, IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT i- --- --�y. 7�ff- _--_ PROPERTY UNE FIRE HYDRANT FENCEV 3N, ,'�'`'`� L 4C ✓.z'` L f ` � cq CLEANOUT OVERHEAD UTILITY LINE MANHOLE sm j 1 mac. TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POLE w 0+00 �_ 1+00 2+00 p m. 3+00� i' 1 �� PROPOSED CONCRETE PAVEMENT PROPOSED HMAC TRANSITION - 3 N M_A/N TRS '_�, z , 2 -- 1 I PROPOSED 5' CONCRETE SIDEWALK ® REMOVE AND REPLACE DRIVEWAY �:' J R Y 1 i XFrn tis v s C) -N. -- P \ PiB) - L BNICRJ `aRlfl( LS TGVR L RICK _l e�Sl. `COWUN 'i }. : j� ;:' tl` 'yscii�' 3 1`RO scour I ceLuul+- Luuv - ueru retia`-..�I.R K. E r �z,,, }, to I Q k ( �> " . PRELIMINARY PROPOSED BARRIER FREERAMP ro� z oCONCRETE PAVEMENT I I INOT FOR ( ® M • C) to THIS DOCUMENT OIS SI SAS FOR THE N U - I PURPOSE OF SCHEMATIC REVIEW ONLY lb = AND IS NOT INTENDED FOR PERMITTING, d'o w - ~ BIDDING, OR CONSTRUCTION PURPOSES, Ip 0i>LLLiw m O- Q O 8 PLANS PREPARED UNDER THE DIRECT + fL' LL I I I 0' SUPERVISION OF BRIAN D. O'NEILL, P.E. U) UJ ~ z I ( I W DATTEXAE; 2/28/2oI3N N0, 53980 E- O w zow-j I 655 PAVING DESIGN POINTS POINT STATION OFFSET a i r II 9a 650 _ _ _ O0+90.07 645 12.6' RT 653.66- 9 1+30.23 9.2' RT i S n 3 0 6 640 O4 1+67.65 34.6' LT 653.30 O1+70.75 11,9' LT 0+00 - --.... - - -..-_. ..- _.__.-. ........ - -- T339, r DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) __. - _ uNi PROPOSED LT T C 650 i II Z = NO, DATE RENSIOW 1 I " Z a WADETRIM ra 9Y0 South Main Street, 6uka 170 _--- -. _ - ovine, Taxa. 760511 afrl,n- 817AS6.00501677.1M.9873 tom OWl" rNatlonrrhlprr on ■ tounOrBon of o Ilse FA)G• 617.458.0030 G 13000 WESTERN 110E. Pacheco Koch F625 ORT WORTH, TX 61076UITE B17.412.7155 L 645 TX REG. ENGINEERING FIRM F-469 L O DALLAS FORTWORTH . HOUSTON TX AEG. SURVEYING FIRM LS -10008D-01 )� N F _ LID ROADWAY PLAN & PROFILE ` r M Il STA 0+00 TO 4+00 Ii MAIN STREET RECONSTRUCTION Of T- - -- - - - C/TYOFROANOKE,.OENTONCOUNTY, 7A S J J 640 OtES/ON DRAWN DATE SCALE AV= Hf --NO, 1+00 2+00 3+00 4+00 BDO CJC FEB H:1"=20' 3145-12.118 2013 V:t"=2' P-7 OWG FILE: PK-PA.DWG XREF FILE PK-SU.DWG PAVING DESIGN POINTS POINT STATION OFFSET T/C ELEVATION O0+90.07 12.4' LT 653.45' O0+90.07 12.6' RT 653.66- 9 1+30.23 9.2' RT 653.87- O4 1+67.65 34.6' LT 653.30 O1+70.75 11,9' LT 852.85 2+30.90 15.5' LT 652.16 O7 2+11.83 15,5' RT 653.15- O3+92.93 73.8' RT 652,44+ O3+84,87 43.7' RT 852.08 10 3+84.90 40.7' RT 652,00 11 3+84.90 15.5' RT 651.29 12 3+59,90 15,5' RT 651.43 13 3+59.18 15,5' LT 651.43 14 3+84.18 15.5' LT 651.29 15 3+84.18 40.2' LT 651.87 16 3+84,22 43.9' LT 651.96 17 '3+91.75 73.8' LT 652,17+ 18 0+66.61 12.4' LT 653,77+ 19 0+66,63 26.0' LT 653.79- D+85.1B 26.B' LT 653,71• 21 0+65.16 35.4' LT 654.16+ - --.... - - -..-_. ..- _.__.-. ........ - -- T339, r DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) __. - _ uNi PROPOSED LT T C 650 i II Z = NO, DATE RENSIOW 1 I " Z a WADETRIM ra 9Y0 South Main Street, 6uka 170 _--- -. _ - ovine, Taxa. 760511 afrl,n- 817AS6.00501677.1M.9873 tom OWl" rNatlonrrhlprr on ■ tounOrBon of o Ilse FA)G• 617.458.0030 G 13000 WESTERN 110E. Pacheco Koch F625 ORT WORTH, TX 61076UITE B17.412.7155 L 645 TX REG. ENGINEERING FIRM F-469 L O DALLAS FORTWORTH . HOUSTON TX AEG. SURVEYING FIRM LS -10008D-01 )� N F _ LID ROADWAY PLAN & PROFILE ` r M Il STA 0+00 TO 4+00 Ii MAIN STREET RECONSTRUCTION Of T- - -- - - - C/TYOFROANOKE,.OENTONCOUNTY, 7A S J J 640 OtES/ON DRAWN DATE SCALE AV= Hf --NO, 1+00 2+00 3+00 4+00 BDO CJC FEB H:1"=20' 3145-12.118 2013 V:t"=2' P-7 OWG FILE: PK-PA.DWG XREF FILE PK-SU.DWG 17, o xd� E? 2 JZF WARNING JZF EXISTING OVERHEAD/UNDERGROUND STA 1+47.58 PINE ST. TELEPHONE ELECTRIC AND UNDERGROUND UTILITIES IN THE AREA. GAS AND FIBER OPTIC END HMAC TRANSITION :4:pfff CONTACT 48 HOURS PRIOR TO II I 10 MCONSTRUCTION AT 1-600-DIG-T6SS. STA 1+17.58 PINE ST, Lj END PROPOSED 31' B -B rl 0>±°aIk1 0 10 20 40 60 CONCRETE & BEGIN HMA cl' Ujc"I + TRANSITION co Z)?! 0 1 2 4 6 fy GRAPHIC SCALE IN FEET L SCALE IN FEET V) Uj NOU ?r A, B�, RRIEI R FREE RAMP I ROW ., \ 11 - 0 3 ILS' R CONNECT ,TO SIDEWALK 1 RAM BOLLARD TELEPHONE BOX EXIST + ELECTRIC METER + CONNECT TO FLOOD UGHT OR ------- -- -7 ------ 00 Fp. POWER POLE FLAG POLE BLOCK 11 v ---------- CDNCR-E-TE- -RAVT�N �R /-REMOVE DITCH . . ........... z, ---------- LIGHT STANDARD TRAFFIC SIGN �y a,i o W TER METER 1/2 -INCH RON ROD W/ WATER VALVE IRS PACHECO KOCH' CAP SET CONTROLLING MONUMENT 'T IRRIGATION CONTROL VALVE MAIN STREET PROPERTY UNE FIRE HYDRANT __-�L�MAIN STA 4+02.09 Co w 1PROPOSED 24" RCPj , 9 - - - - -------- CLEANOUT R; FENCE UL 7 Z OVERHEAD UTILITY LINE mH(o MANHOLE N: 704846 .02 M E, 2 -0 TRAFFIC SIGNAL CONTROL T'p- TRAFFIC SIGNAL POLE L) PROPOSED CONCRETE PAVEMENT v oHL oh 14� L - - ! VvuY 11, 1 : z! �rlD CONNECT TO In/ PROPOSED CDNCRETE 9DEWALK N REMOVE DIY C H PROPOSED HMAC TRANSITION BLOCK A E SIDEWALK RAMP REMOVE AND REPLACE DRIVEWAY rX ROWI WALNUT STREET BARRIER FREE RAMP F f i I" I- I f POWER POLE & ELECTRIC BOX UNDER CONSTRUCTIO PRELIMINARY TO BE RELOCATED BY OTHERS I TO BE EXISTING NOT FOR CONSTRUCTION THIS DOCUMENT 15 ISSUED FOR THE jj REMOVE STOP SIGN P RPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, 6 POS BIDDING, OR CONSTRUCTION PURPOSES. C� I-- LLJ '0 1`,� i- - if) C) U) 0 > 0+30 PINE ST PLANS PREPARED UNDER THE DIRECT n Z) -4- Z) L 'END PROPOSED 31' B-13 _4 SUPERVISION OF BRIAN D. O'NEILL. P,E, + c,, In + F B TEXAS REGISTRATION NO. 83980 -'CONCRETE & BEGIN HMAC (0 V)Lj DATE: 02/26/201.3 z TRANSITION 1- 02 1-- 0 V) C) TA 0+00 PINE ST,call b END HMAC, TRANSITION T Z Ui 0 . . . . . . . . --- . . . ..... ....... . ..... . ..... . . ........ .............. ......... .. . . ........... 0 ................. . .. . . .. 0 655 + r 0 655 Ele < - 0 + > Lr) . . . ......... .. . .... . .. . .... DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) < - U) > _i Cl CD + EX GROUND @ CL + + . .. . ........ . . ... . - - ----- 00 SED LT PROPOSED 2. 1- _EXIS.T_.Ll RO VV-- > 650 EXIST IRT ROW 650 UJI -0.69%. z ... . . . ........ NO. .0247E RSfSlaV L) . .... . ..... . ...... ............... . 920 South Main Sheet, Sufte 170 -- - -- WADETRim Grapovine, Texas 78051 - --------- - i - ---- 817AS0.00501877-SM.9873 Buliffing relleflaixiMp on a Iloundatim of amimin- FAX- 817.488.0030 ------- -- - -------- -- -- ----- -- ................ 645 1000 WESTN P111 SUITE 1,11 645 PachecoKoch FORT WORTERH, TX 76ID7 817.412.7155 SMEMINIM, 0 0 TX REG. ENGINEERING FIRM F-469 DALLAS FORTWORTH . HOUSTON TX REG, SURVEYING FIRM LS-100DBD--01 0 CIO Lr) Lr) (0 Oi to LID ROADWAY PLAN & PROFILE . . ........ . . 0 0 0 STA 4+00 TO 8+00 ............ MAIN STREET RECONSTRUCTION - - ----------- - ------ CWMFROAM011re, .0E#r0#C0Z1#7Y, MW 640 _j 640 DEmN I M4W I GATE I SC4L-- I NOTES I RLE NO. I1 4+00 5+00 6+00 7+00 8+FEB H:1"=20' 00 BDO I C'C 1 2013 V.I'=2' 1,3145-12,1181 P-2 DWG FIUE,' PK-PA.OWG XREF FILE, PK-SU.DWG PAVING DESIGN POINTS POINT STATION OFFSET T/C ELEVATION 4+12.03 73.8' RT 65213- 4+19.87 43.9' RT 651.83 O4+19.90 40.3' RT 651.73 4+19.90 15.5' RT 651.02 O 4+44.90 15.5* RT 650.80 4+44.19 15.5' LT 650.80 4419.19 15.5' LT 651.02 O 4+19.19 40.8' LT 651.62 O4+19.22 43.5! LT 651.69 10 4411.64 73.6' LT 651.96- 11 7427.34 15.5' RT 648.73 12 7+27.34 15.5' LT 648.73 < - 0 + > Lr) . . . ......... .. . .... . .. . .... DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) < - U) > _i Cl CD + EX GROUND @ CL + + . .. . ........ . . ... . - - ----- 00 SED LT PROPOSED 2. 1- _EXIS.T_.Ll RO VV-- > 650 EXIST IRT ROW 650 UJI -0.69%. z ... . . . ........ NO. .0247E RSfSlaV L) . .... . ..... . ...... ............... . 920 South Main Sheet, Sufte 170 -- - -- WADETRim Grapovine, Texas 78051 - --------- - i - ---- 817AS0.00501877-SM.9873 Buliffing relleflaixiMp on a Iloundatim of amimin- FAX- 817.488.0030 ------- -- - -------- -- -- ----- -- ................ 645 1000 WESTN P111 SUITE 1,11 645 PachecoKoch FORT WORTERH, TX 76ID7 817.412.7155 SMEMINIM, 0 0 TX REG. ENGINEERING FIRM F-469 DALLAS FORTWORTH . HOUSTON TX REG, SURVEYING FIRM LS-100DBD--01 0 CIO Lr) Lr) (0 Oi to LID ROADWAY PLAN & PROFILE . . ........ . . 0 0 0 STA 4+00 TO 8+00 ............ MAIN STREET RECONSTRUCTION - - ----------- - ------ CWMFROAM011re, .0E#r0#C0Z1#7Y, MW 640 _j 640 DEmN I M4W I GATE I SC4L-- I NOTES I RLE NO. I1 4+00 5+00 6+00 7+00 8+FEB H:1"=20' 00 BDO I C'C 1 2013 V.I'=2' 1,3145-12,1181 P-2 DWG FIUE,' PK-PA.OWG XREF FILE, PK-SU.DWG 99� 1, 'QD+ ti O O �y CID Z .0--- CON 0CON XISTING SIDEWALK,` � r SIDEWALK✓ v I I f I I- STA 0+65.64 PECAN END HMAC TRANSITION E TELE, GAS AN( CYA1 t PC STA 11+65.94 N: 7048195.44 E: 2359117.59< t -ROW _ �ll (t A. 0 1D 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET ry L> a• BOLLARD -0 TELEPHONE BOX ELECTRIC METER - FLOOD LIGHT pp.. POWER POLE fY • FLAG POLE .# UGHT STANDARD scr4 TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ nv® WATER VALVE PACHECO KOCH CAP SET Icv" IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT MQ FIRE HYDRANT ---- PROPERTY UNE 'L CLEANOUT x FENCE MHO MANHOLE OVERHEAD UTILITY LINE :LI TRAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE OPROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HMAC TRANSITION ® REMOVE AND REPLACE DRIVEWAY 1 18° CMP BIDDING, OR CONSTRUCTION PURPOSES. JSTA 9+71.51 42.6' RT A PLANS PREPARED UNDER THE DIRECT I CONSTRUCT 12' STA 10+49,38, 28' RT I TEXASS OF BRIAN 0, O'NEILL, P, E. PERVISIDI DATED2/28/ 01 REGISTRATION 40. 839 WIDE DRIVE CONSTRUCT 18' 80 ' I PROP SIDEWALK WIDE DRIVE EASEMENT � 1 ...... j 650 PAVING DESIGN POINTS : 0 STATION OFFSET T/C ELEVATION. ( - 8+12.05 15.5' LT 648.40 ..... ..... _..... �. 15.5 RT C� O 9+90.49 15.5' LT 645.91 O 1D+08.45 15.5' LT LD O10+11.36 32.6' LT 645.98 O 10+12.17 37.1' LT 646.05 + K 33.1' LT 645.81 O 10+32,04 OD �S O 10+50.61 650 645.22 v~i�� 10+17.55 + 646.54" 11 10+40.66 62.7' LT 646.60" - .......... _._. EXIST RT ROW _ - ..... __--- _...._....__----- � 1.6gq Na 447E RE%SAW I �- r 00 '-- - - _- - -. - - ---__ ......... .... -. _.......... PROPOSED LT & RT F- -T�� - a WADETRIM orapo�: T.� 60 Suite 170 evAea.00saensa,.eera 3a 645 ' I Building ntadormi pa on ■ fcundaUon of a uaacs FA%: 8,7A06.0070 i Z J........ _..__..._ ....... --- .. ._......... ....... ...... _ . . p:. TX REG. ENGINEERING FIRM F-469 DALLAS FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS -10080-01 '...- ROADWAY PLAN & PROFILE ` - - -LO .......... .......... _.- F- STA 8+00 TO 12+00 (, 640 ....... - 04 i C/TYOFROANOKE, DENTON COUNTY, TEG4S _---------- _.... -.. N ED J J J 635 aEWN 0 I La47E Sc4cE NOTES f7ce NO. 10+00 --- - _ .......... 12+00 BOO CJC FEB 2013 H:1"=20 V:1"=2' Of P'J 635 J J 8+00 9+00 f I I- STA 0+65.64 PECAN END HMAC TRANSITION E TELE, GAS AN( CYA1 t PC STA 11+65.94 N: 7048195.44 E: 2359117.59< t -ROW _ �ll (t A. 0 1D 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET ry L> a• BOLLARD -0 TELEPHONE BOX ELECTRIC METER - FLOOD LIGHT pp.. POWER POLE fY • FLAG POLE .# UGHT STANDARD scr4 TRAFFIC SIGN WATER METER IRS 1/2 -INCH IRON ROD W/ nv® WATER VALVE PACHECO KOCH CAP SET Icv" IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT MQ FIRE HYDRANT ---- PROPERTY UNE 'L CLEANOUT x FENCE MHO MANHOLE OVERHEAD UTILITY LINE :LI TRAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE OPROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HMAC TRANSITION ® REMOVE AND REPLACE DRIVEWAY 1 18° CMP BIDDING, OR CONSTRUCTION PURPOSES. JSTA 9+71.51 42.6' RT A PLANS PREPARED UNDER THE DIRECT I CONSTRUCT 12' STA 10+49,38, 28' RT I TEXASS OF BRIAN 0, O'NEILL, P, E. PERVISIDI DATED2/28/ 01 REGISTRATION 40. 839 WIDE DRIVE CONSTRUCT 18' 80 ' I PROP SIDEWALK WIDE DRIVE EASEMENT � 1 ...... j 650 - PAVING DESIGN POINTS : POINT STATION OFFSET T/C ELEVATION. ( - 8+12.05 15.5' LT 648.40 O 8+12.05 15.5 RT 648.40 O 9+90.49 15.5' LT 645.91 O 1D+08.45 15.5' LT 645.72 O10+11.36 32.6' LT 645.98 O 10+12.17 37.1' LT 646.05 O7 10+35.01 33.1' LT 645.81 O 10+32,04 15.5' LT 645.45 O 10+50.61 15.5' LT 645.22 10 10+17.55 66.7' LT 646.54" 11 10+40.66 62.7' LT 646.60" - : U : • DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) EXIST LT ROW p EX GROUND ® CL + _._..tea- a............r - 645 LU 0 689 _ L EXIST RT ROW _ - ..... __--- _...._....__----- J Na 447E RE%SAW I '-- - - _- - -. - - ---__ ......... .... -. _.......... PROPOSED LT & RT F- -T�� - a WADETRIM orapo�: T.� 60 Suite 170 evAea.00saensa,.eera :. Building ntadormi pa on ■ fcundaUon of a uaacs FA%: 8,7A06.0070 i P 1321 TE 1 PLACE, acheco Koch 640 FORT WORIHR TX 7610711 817.412.7155 - 1 - p:. TX REG. ENGINEERING FIRM F-469 DALLAS FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS -10080-01 : UD ROADWAY PLAN & PROFILE ` - -LO STA 8+00 TO 12+00 (, ....... MAIN STREET RECONSTRUCTION i C/TYOFROANOKE, DENTON COUNTY, TEG4S _---------- _.... -.. _ _ ._----- -_ ---_ - ... .......... .._ _ J J J 635 aEWN ORAHW I La47E Sc4cE NOTES f7ce NO. 10+00 11+00 12+00 BOO CJC FEB 2013 H:1"=20 V:1"=2' 3145-12.118 P'J DWG FILE: PK-PAOWG XREF FILE PK-SU.OWG W99 I --]I I I I -�� �� IUS�II Uy + O � N V) O I V) Lu 1, I I v~ 3 ) 00 I i + i_ 04 - . ....... '......... _...... 13+00 / CURVE DATA ® / / / 6=1°3B'5" LT R=600.00' 1 / .lLRCAAl)\/C 1R" (`AAP /// WAR/N//NG /// EXISTING O/ERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT 1-800-DIG-TESS. 0 1D zo ao so GRAPHIC SCALE IN FEET 0 2 4 6 U> VERTICAL SCALE IN FEET 0 �W Zo ® L_ N I=> ® .. BOLLARD T—c TELEPHONE BDX + dm ELECTRIC METER ROOD LIGHT PP. POWER POLE m . RAG POLE Q � LIGHT STANDARD sG� TRAFFIC SIGN two WATER METER1/2—INCH IRON RDD W/ wve WATER VALVE IRS 1/2-INCH KDCH" CAP SET � Dcv® IRRIGATION CONTROL VALVE (C.M. ) CONTRDLLINC MONUMENT M¢ FIRE HYDRANT ---- PROPERTY UNE x— FENCE Z Tq CLEANOUT aH� OVERHEAD UTIUTY UNE uH(a MANHOLE D J �0TRAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE PROPOSED CONCRETE PAVEMENT Eli < C PROPOSED CONCRETE SIDEWALK Trt i� G PROPOSED HMAC TRANSITION OPOSED 5' WIDE E: 235934227 L: 2Sb9Sb9.S9 C®REMOVE AND REPLACE DRIVEWAY - REMOVE 18" MP } )EWALK N N - N ..,� L6REMOVE/REPL CE b DRIVEWAY (TY) I REMOVE 1B" CMP I 1nv> I rnU> I NU> I V) 0 3 I VI C) I Ln L) I I I I I I I I I EXIST RT ROW EXISTGROUND 9 CL PRELIMINARY - I NOT FOR CONSTRUCTION �. 645 THIS DOCUMENT IS ISSUED FOR THE _ PURPOSE OF SCHEMATIC REVIEW ONLY _ - AND IS NOT INTENDED FOR PERMITTING, _ BIDDING, OR CONSTRUCTION PURPOSES. --""'-' PLANS PREPARED UNDER THE DIRECT SUPERVISITEXAS REGISTRATION ATIONI NO.DS39110 LL, P. OF E. 0. DATE: 02/26/2013 1 + (D __......rte..__._. ....... ... _.— .—... _..—.._—__. .... - -0.68 U) PROPOSED LT & RT ' 640 T C IAjZ .......__ -- - .................. _... .................. _.... . - .. - -- ' ......................... . -._. ..... ....... - ._.. NO. DATE R,57VON .... ...... ._ U a WADETRIM Ompovi : TBiIms Street,1 70 '.. wnvw.wW�trhn.om� 917ABe.0030/e77".9979 '., BWldl g rWd—hip. oo • kwdram of —ft— FAX. 917A98.0030 -- - -- 0 WESTERN PLACE. Pacheco Koch FORT WORTH, TX 6107SUBIT412.7155 635 TX REG. ENGINEERING FIRM F-469 DALLAS . FORTWOR7H . HOUSTON TX REG. SURVEYING FIRM LS-10DOBD-D7 (O O) N -- ROADWAY PLAN % PROFILE -- .:.....—p ............ STA 12+00 TO 16+00 -------- _. MAIN STREET RECONSTRUCTION --... - _ ._._. ._..... - !- ... - --._. ....-- -- - --- -- C/TYOFROANOKE, DENTONCOUNTY, MUS J J J 630 DESIGN DRAW LL17E I SCALE I NOTES I ALE NO. 14+00 15+00 16+00 BOO CJC FEB H: i"=20' 3145_12.118 PSA 2013 V:1"=2' 4 — 11— r XREF FILE PK-SU.DWO i + i_ 04 - . ....... '......... _...... I✓/ 2a 640 4" a 635 N e O u 2 U I ~ o- 630 12+00 13+00 / CURVE DATA ® / / / 6=1°3B'5" LT R=600.00' 1 / .lLRCAAl)\/C 1R" (`AAP /// WAR/N//NG /// EXISTING O/ERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 48 HOURS PRIOR TO CONSTRUCTION AT 1-800-DIG-TESS. 0 1D zo ao so GRAPHIC SCALE IN FEET 0 2 4 6 U> VERTICAL SCALE IN FEET 0 �W Zo ® L_ N I=> ® .. BOLLARD T—c TELEPHONE BDX + dm ELECTRIC METER ROOD LIGHT PP. POWER POLE m . RAG POLE Q � LIGHT STANDARD sG� TRAFFIC SIGN two WATER METER1/2—INCH IRON RDD W/ wve WATER VALVE IRS 1/2-INCH KDCH" CAP SET � Dcv® IRRIGATION CONTROL VALVE (C.M. ) CONTRDLLINC MONUMENT M¢ FIRE HYDRANT ---- PROPERTY UNE x— FENCE Z Tq CLEANOUT aH� OVERHEAD UTIUTY UNE uH(a MANHOLE D J �0TRAFFIC SIGNAL CONTROL • TRAFFIC SIGNAL POLE PROPOSED CONCRETE PAVEMENT Eli < C PROPOSED CONCRETE SIDEWALK Trt i� G PROPOSED HMAC TRANSITION OPOSED 5' WIDE E: 235934227 L: 2Sb9Sb9.S9 C®REMOVE AND REPLACE DRIVEWAY - REMOVE 18" MP } )EWALK N N - N ..,� L6REMOVE/REPL CE b DRIVEWAY (TY) I REMOVE 1B" CMP I 1nv> I rnU> I NU> I V) 0 3 I VI C) I Ln L) I I I I I I I I I EXIST RT ROW EXISTGROUND 9 CL PRELIMINARY - I NOT FOR CONSTRUCTION �. 645 THIS DOCUMENT IS ISSUED FOR THE _ PURPOSE OF SCHEMATIC REVIEW ONLY _ - AND IS NOT INTENDED FOR PERMITTING, _ BIDDING, OR CONSTRUCTION PURPOSES. --""'-' PLANS PREPARED UNDER THE DIRECT SUPERVISITEXAS REGISTRATION ATIONI NO.DS39110 LL, P. OF E. 0. DATE: 02/26/2013 1 + (D __......rte..__._. ....... ... _.— .—... _..—.._—__. .... - -0.68 U) PROPOSED LT & RT ' 640 T C IAjZ .......__ -- - .................. _... .................. _.... . - .. - -- ' ......................... . -._. ..... ....... - ._.. NO. DATE R,57VON .... ...... ._ U a WADETRIM Ompovi : TBiIms Street,1 70 '.. wnvw.wW�trhn.om� 917ABe.0030/e77".9979 '., BWldl g rWd—hip. oo • kwdram of —ft— FAX. 917A98.0030 -- - -- 0 WESTERN PLACE. Pacheco Koch FORT WORTH, TX 6107SUBIT412.7155 635 TX REG. ENGINEERING FIRM F-469 DALLAS . FORTWOR7H . HOUSTON TX REG. SURVEYING FIRM LS-10DOBD-D7 (O O) N -- ROADWAY PLAN % PROFILE -- .:.....—p ............ STA 12+00 TO 16+00 -------- _. MAIN STREET RECONSTRUCTION --... - _ ._._. ._..... - !- ... - --._. ....-- -- - --- -- C/TYOFROANOKE, DENTONCOUNTY, MUS J J J 630 DESIGN DRAW LL17E I SCALE I NOTES I ALE NO. 14+00 15+00 16+00 BOO CJC FEB H: i"=20' 3145_12.118 PSA 2013 V:1"=2' 4 — 11— r XREF FILE PK-SU.DWO 9 -4b O 3 ioo uo� 645 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION N0, 83980 DATE: 02/26/2013 640 III F_ J U3 ri N M 01 — tD NO. DATE RENS/dW F c WLILJETI�IM 970 South Maln Street, Sults 170 OPapevine, Texas 7805, s EXISTING OVERHEAD/UNDERGROUND N CD REMOVE 18" CMP I cc TELEPHONE, ELECTRIC AND UNDERGROUND U H STA 16+00 TO 20+00 G GAS AND FIBER OPTIC UTILITIES IN THE AREA. L CONTACT UTILITY 46 HOURS PRIOR TO U Q `', I ROW — — PROPOSED 5' WIDE 6D ISIDEWALK -4b O 3 ioo uo� 645 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION N0, 83980 DATE: 02/26/2013 640 III — U3 111 WARN/NG 111 — NO. DATE RENS/dW F c WLILJETI�IM 970 South Maln Street, Sults 170 OPapevine, Texas 7805, s EXISTING OVERHEAD/UNDERGROUND C)._. H ... _. I ......... PROPOSED LT T/C TELEPHONE, ELECTRIC AND UNDERGROUND U H STA 16+00 TO 20+00 G GAS AND FIBER OPTIC UTILITIES IN THE AREA. L CONTACT UTILITY 46 HOURS PRIOR TO CONSTRUCTION AT 1-600-D'G-TESS. I ww.ra.w.mm.eom 917A88.00S01977.59].9979 , OLdldhg nlatiaahlps os a foundation of aax 11*a FA)L• 817.ASU030 D 1D 20 4D 6D GRAPHIC SCALE IN FEET D- STREET RECONSTRUCTION D 1 2 4 6 VERTICAL SCALE IN FEET ._ 6,35 ■ FORT WORTH, TX 6107SD817 •.412.7155 0 " _—....._-...... i 00 0 O ...:. - IM e• 63OJ I + BOLLARD —0 TELEPHONE BOX J J ELECTRIC METER - FLOOD UGHT ROW N pp. PDWER PDLE P . FLAG POLE ALE I NO, UGHT STANDARD sa4 TRAFFIC SIGN CJC FEB 2013 u WATER METER IRS 1/2 -INCH IRON ROD W/ `PACHECO 3145-12.118 y e WATER VALVE KOCH• CAP SET Icv, IRRIGATION CONTRDL VALVE (C.M.) CDNTROLLING MONUMENT FIRE HYDRANT --- — PROPERTY UNE 2D Z —X— cq CLEANOUT FENCE OIL— MANHOLE OVERHEAD UTILITY LINE —D TRAFFIC SIGNAL CONTROL = TRAFFIC SIGNAL POLE N _ PROPOSED CONCRETE PAVEMENT _F PROPOSED CDNCRETE SIDEWALK PROPOSED HMAC TRANSITIDN `\ I`� ® REMOVE AND REPLACE DRIVEWAY -4b O 3 ioo uo� 645 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REGISTRATION N0, 83980 DATE: 02/26/2013 640 III OWG FILE: PK-PA.DWG XREF FILE PK-SU.DWG 1 1 1 I I — U3 to — NO. DATE RENS/dW F c WLILJETI�IM 970 South Maln Street, Sults 170 OPapevine, Texas 7805, s C)._. H ... _. ......... PROPOSED LT T/C &._RT U H STA 16+00 TO 20+00 G G L ww.ra.w.mm.eom 917A88.00S01977.59].9979 , OLdldhg nlatiaahlps os a foundation of aax 11*a FA)L• 817.ASU030 _r _ ... D- STREET RECONSTRUCTION 1000 WESTERN PLACE. Pacheco Koch 6,35 -' i.. ._ 6,35 ■ FORT WORTH, TX 6107SD817 •.412.7155 0 " _—....._-...... i O, N 0 O ...:. - IM I' OO 63OJ TX REG. ENGINEERING FIRM F-469 D DALLAS FORT WORTH . HOUSTON REG. SURVEYING FIRM LS -10D -D1 )( F OWG FILE: PK-PA.DWG XREF FILE PK-SU.DWG 1 1 1 I I LD U3 to (0 ROADWAY PLAN & PROFILE STA 16+00 TO 20+00 _r D- STREET RECONSTRUCTION MS C/TYOFROANOKE, DENTONCOUNTY, TEXAS -' i.. ._ _—....._-...... i ...-_.._ ..:—:.:— — — —._... ......_. — -- ---. ...:. - ; ----...__. __..:_as. 63OJ J J J J 63O DESA?N DRAWN L147E SCALE I NOTES ALE I NO, 16100 17100 18100 19100 20100 BOO CJC FEB 2013 H:1"=20' V:1 "=2� 3145-12.118 P-5 OWG FILE: PK-PA.DWG XREF FILE PK-SU.DWG 1 1 1 I I I I N WARN/NG /// J J J v I F I EXISTING OVERHEAD/UNDERGROUND RI GATELEPHONE, ELECTRIC AND UNDERGROUND N I IV S FIBERAND OPTIC AREA. CONTACT UTILITY40 HOURS PRIOR TO CONSTRUCTION AT 1-800-DIG-TESS. I nN I �N I �n I I) I F I I 0 ID 20 40 so N v v PROPOSED 5' WIDE t; v> {I 1 `--`:E�'.�'r = I - GRAPHIC SCALE IN FEET N o ( N o I SIDEWALK + 7of I 1 STA 0+31.05 TURNER AVE 0 1 2 4 6 cn W Ln W NNW I VF END PROPOSED 31' B -B o o ¢ Z of a z p l I CONCRETE PAVEMENT amu. VERTICAL SCALE IN FEET H - REMOVE REPLACE N I {' SAW CUT AND MATCH EXIST: N I I I REMOVE 18" CMP I` \\ {'-' --r._ DRIVEWAY (TYP) V j PAVEMENT 0' R.O. BARRIER FREE RAMP 1 BARRIER FREE RAMPr I O O I REMOVE 18" CMP a BDLLARD TELEPHONE BOX t REMOVE 18' CMP ao �7 I '' mE 6 �r �{}. ELECTRIC METER 0 O I i �.I :F i. �r l 1 N �m POWER POLE fa. FLA�PO POLE Nf ROW _ ._ !. 1 7 --ROW ` s :- 1 UGHT STANDARD -iE scv TRAFFIC SIGN �. ._`ova ... /i .;,., ".: i.� i -i. c .... z ,..,, s ✓' \ 1, .,... � WATER METER _ ..i���:>-�ro�e�riz, � "�, T. �,. .. �.c .,_„ 4 _ _ __ _ .>/,//.;,,.:;. „2 ._,•.�... � IRS iP2 INCH IRON ROD WS N l X'lj , 71 Z7 y (I1 Z s"L !t : '_7L/ . �7fj N WA ER VALVE ACHECO KOGH" C P E7 i;{-; n,ny— 3 I ,l 2 5 - —f t,� C.M. CONTROLLING MONUMENT 1 u60 I �fl �, '* Sr:r� h -�=- "3'„� : ue I " 0 I 3 IRRIGATION CO OL VALVE cv® NTR ( ) _ _ PROPERTY UNE -L:------. { n4- FIRE HYDRANT LU —X— FENCE �� CLEANOUT Z 00 21+00 - 22+00 f fp..x <• f .23+0 1 _Z_ oHt OVERHEAD UTIU TY LINE J" Sn— .—-a MANHOLE �v❑ TRAFFIC SIGNAL CONTROL ( i 7 I _ -- TRAFFIC SIGNAL POLE t t R�—SN SN--'--i6�' SN S SN SN�` R '.. U PROPOSED CONCRETE PAVEMENT _ t _ _ C ROW — — - - — — _ —�` —ROW — CONCRETE SIDEWALK 1 5N n — -\ mow' G ® PROPOSED HMA r � �, PROPOSED OHL REMOVE 18" CMP P C TRANSITION ....... �~ F.•,"'� '.v, VE 18" C �< •.a r..- REMOVE AND REPLACE DRIVEWAY REMOVE 18" CMP H CL MAIN STA 22+79.40 = H \ ( /�REMOVE/REPLACE I CL PINE STA 0+00 `n 1 DRIVEWAY (TVD 'n n \ u) N: 7048200.36 in N PAVING DESIGN POINTS POINT STATION OFFSET i0 E: 2360230,97 N 22+64.27 I PROPOSED 6" I+) N I ,' j N 636.90 y� I 15.5 LT 637.10' O4 22+99.55 c~i> CONCRETE PAVEMENT OS L) m v LU 636.62 O23+24.55 v REMOVE 18° CMP c~i 636.39 +�� I N Vii] +�� I +�� I + F +�� N�O 1n W In LaJ N .......—__—. NCO NLLI - VPI -- LT & RT T/C,, = 639,00 N FLLI 02 �" U)U� I I i ;. QOO NUc$ I I I QZp NOS QZI V) LO) I I ¢ZO In OUB I PAVING PAVING DESIGN POINTS POINT STATION OFFSET T/C ELEVATION OT 22+64.27 31.1' LT 639.00 O22+64.27 15,5' LT 636.90 O22+39.53 15.5 LT 637.10' O4 22+99.55 31.1' LT 639.00 OS 22+99.55 15,5' LT 636.62 O23+24.55 15.5' LT 636.39 PAVING STA 20+00 ____._. 09 ..____.__ .......—__—. VPI -- LT & RT T/C,, = 639,00 M Lp : • DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) : : : : ------ i 640 --- _ ......._ _. ..... ,-' — -- -- _ _ _ —_ II.... cT --------- -- ',. 640 PRELIMINARY NOT FOR CONSTRUCTION . : EXIST GROUND ® CL EXIST LT :. ROW EXIST RT ROW o n O O X0.79%PL : : : - : `-- - -, ` __-r---..�.— T i }�- 11 F U) > J b— —— .___ .....— -.... O O THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES. NS PREP E DIRECT SUPERVISION OF E BRIAN D. O'NEILDL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 3 02/26/2D a . n- — - ---- - ---- -. -- -1.14q, ---- - Q — --------- _..__...... . _,. --- -- -- PROPOSED ---- - LT & RT 3a 635 t I N 635LU ' T C Z �.— - i NO. LL47F REWS/OV i WADETRIM Gra South evineITw Street,SukaY70 Grapevine, Ta>sea 78051 , 517.488.00601577.697.9979 Building rWadomhips an ■ laundagon al aanallnnea FAIL• 817.488.0090 (�.—.__._._—._.._... ....._.—._ a '. I �.._ ._ ......_ ._— (�-...... a --- __ _......_ __.—.___ .--..:..— ._ ................ _.- ------ — 630 WESTE630 NTX 7610'7S PLACE 625 Pacheco Koch FDRT WORTH,U817.412.7155 i dGIMMM :.. O O : : N 17 DALLAS FORTWORTH HOUSTON TX REG. ENGINEERING FIRM -10D L TX REG. SURVEYING FIRM LS -10D060 -D1 CID (0 LID ROADWAY PLAN & PROFILE (0 UD L' / o L) I U STA 20+00 TO 24+00 � � MAIN STREET RECONSTRUCTION � C/TYOFROANO/f�E, DENTONCOUNTY, TE.e4S _.... _... - ;- -.. - - --- -- -- --- - '- ... -- - - - — 625 J J J - J J 625 OESIGN OR0/NV DA7E SG4LE N07FS ALE Na 20+00 214-00 224-00 234-00 244-00 BDO TCC FEB H:1"=20' 2013 V. 3145-12.118 cc P`® DWC FILE: PK-PA.DWG XREF FILE PK-SU.DW'G 25+00 J 26+00 H � I ZW 091 iii w, LRNI ►c iu EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 46 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. D D 20 40 BO GRAPHIC SCALE IN FEET 0 1 2 4 6 IVERTICAL SCALE IN FEET CD 0• BOLLARD T[tcO TELEPHONE BOX wo ELECTRIC METER u` FLOOD LIGHT N PP. POWER POLE Fv . FLAG POLE a UGHT STANDARD s a TRAFFIC SIGN F M'uo WATER METER IRS 1/2 -INCH IRON ROO W/ e WATER VALVE PACHECO KDCH" CAP SET Icv. IRRIGATION CONTROL VALVE—(C.M.) CONTROLLING MONUMENT Fire FIRE HYDRANT — PROPERTY UNE —X— FENCE CLEAN Z - MANHOLE OWL— OVERHEAD UTILITY UNE J unO MANHOLE m0U TRAFFIC SIGNAL CONTROL 5 = nP• TRAFFIC SIGNAL POLE I... PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HMAC TRANSITION I® REMOVE AND REPLACE DRIVEWAY l I I -- PRELIMINARY '.. NOT FOR CONSTRUCTION _ 640 THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS FOR BIDDING,NOT NTENDED OR (CONSTRUCTION PURPOSES .. __... _. ..__.__ _ ........_--_— :- PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. (IST GROUND..._®. C—L..__.. —O TEXAS REGISTRATION NO. 83980 ._ ..___ ...._.._-. DATE• 02/26/2013 GALE 640 o N I EXIST LT ROW I a ti uo + o a 635 - N z J w._�— Y Y Yi o 635Uj ' NO. DA 7F REVISION BYO Bout Main Street, fluke 170VI1L nTT Orapovine, Taxes 78081 W Z 2 warw.n.d.edm.ean 817.488.00801877.89].9879 PROPOSED LT & RT F a I 0 630 I d I A/� /� 6000 WESTERN PLACE, SUITE 625 O Pacheco ■ acheco och FORT WORTH, TX 761D7 817.412.7155 0; � S i N M0 i 0 \ I am r_ Ip g625 STA 24+00 TO 28+00 uo 24+00 25+00 J 26+00 H � I ZW 091 iii w, LRNI ►c iu EXISTING OVERHEAD/UNDERGROUND TELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. CONTACT UTILITY 46 HOURS PRIOR TO CONSTRUCTION AT I-800-DIG-TESS. D D 20 40 BO GRAPHIC SCALE IN FEET 0 1 2 4 6 IVERTICAL SCALE IN FEET CD 0• BOLLARD T[tcO TELEPHONE BOX wo ELECTRIC METER u` FLOOD LIGHT N PP. POWER POLE Fv . FLAG POLE a UGHT STANDARD s a TRAFFIC SIGN F M'uo WATER METER IRS 1/2 -INCH IRON ROO W/ e WATER VALVE PACHECO KDCH" CAP SET Icv. IRRIGATION CONTROL VALVE—(C.M.) CONTROLLING MONUMENT Fire FIRE HYDRANT — PROPERTY UNE —X— FENCE CLEAN Z - MANHOLE OWL— OVERHEAD UTILITY UNE J unO MANHOLE m0U TRAFFIC SIGNAL CONTROL 5 = nP• TRAFFIC SIGNAL POLE I... PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HMAC TRANSITION I® REMOVE AND REPLACE DRIVEWAY l I I -- PRELIMINARY '.. NOT FOR CONSTRUCTION _ 640 THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS FOR BIDDING,NOT NTENDED OR (CONSTRUCTION PURPOSES .. __... _. ..__.__ _ ........_--_— :- PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. (IST GROUND..._®. C—L..__.. —O TEXAS REGISTRATION NO. 83980 ._ ..___ ...._.._-. DATE• 02/26/2013 GALE 2 N EXIST LT ROW a ti EXIST RT ROW ' 635 w z J w._�— 0.669, --- -- — - --- _ --- NO. DA 7F REVISION BYO Bout Main Street, fluke 170VI1L nTT Orapovine, Taxes 78081 W a — - warw.n.d.edm.ean 817.488.00801877.89].9879 PROPOSED LT & RT Building nalaeamhlps on a kundauoe of Iw—Doaaa FAM 817A88.0090 p 6,JO A/� /� 6000 WESTERN PLACE, SUITE 625 O Pacheco ■ acheco och FORT WORTH, TX 761D7 817.412.7155 0; DD N TX REG. ENGINEERING FIRM F-469 LL DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS-10DOB0-01 �> LID _ ROADWAY PLAN & PROFILE U STA 24+00 TO 28+00 ------ -----„_ _........... --..__�. MAIN STREET RECONSTRUCTION ............. -.._..__. T T_. _- ---.- C/TYOFROANOKE, DENAONCOUNTY, TEES J I ~ 625 DESMON DRAWN D47F NO J S IES fiLE N0. 27+00 28+00 BDO CJC FEB H:1"=40' 3145-12.118 2013 V:.1"=2' P-7 DWG FILE: PK-PA.DWG XREF FILE: PK-SU.DWO s S 3 9 n;f 'i `I9 do; I I J I CURVE DATA® _ - - - - EXISTINON .G D/ERHLECTEAD/UNDERGROUND h �89'23'S8" RT - - - - - - _ _ GAS AND RGROUND FIBER OPTIC,z TELEPHONE RUTIL D SHINE TH AREA (V R=65' CONTACT UTILITY 46 HOURS PRIOR TO Nth L-101.42' CONSTRUCTION AT I-BLYiD/G-TESS. C; (o T=64.32' D 10 20 40 60 I I PROPOSED 5' WIDE I oz 0 w PC STA 28+69.69 I D > I SIDEWALK I' GRAPHIC SCALE IN FEET + o I N: 7048206.50 PROPOSED 5 WIDE PROPOSED 6" + I D I z a 6 00o E: 2360621.23nuoul a N w SIDEWALK CONCRETE PAVEMENTVERTICAL SCALE IN FEET I 3 V_ o PROPOSED 6" _ EMOVE/REPLACE' F) CONCRETE PAVEMENT� r_ .� ,! O RRIVEWAY (TYP I O - ' )Y `yji. O L- E v I=> O WDoo cE BOLLARD p TELEPHONE BOX + I 'x x Rnw x x.,� - x - N e„m FLOOD LIGHT �'y 1 yI �! I`1 POWER ELECTRIC FPS. FLAG POLE N ROW - M 1 n �-� Y - co P R 1 P 5- 1 ( P < HT STANDARD S$1 Q ` y Q UG S s 4 TRAFFIC SIGN ..� ...._...-. .. �• ;'�: `y'N""`s� ' =;- Y':' .. �•.:.:Y. WATER METER 1/2 -INCH IRON R00 W ,y J SN Rs 0. WATER VALVE ACHECO KOCH" CAP SET C] 1 _ tib--' ICV® IRRIGATION CONTROL VALVE (C.M.) CONTROLLING MONUMENT T 3 1 ' PROPERTY UNE y vi Y 5 ^ • a vi f� MAI� t �1 ELr L FH* FIRE HYDRANT W �m ROP SED 48" RCP s '� " I Z O OSED 8 C m 31 0 - 2 =� CLEANOUT x FENCE Z GD -J ��" Z u Qp MANHOLE OVERHEAD U UTY LINE J �g f� {` "'� c t J -0 TRAFFIC SIGNAL CONTROL -• TRAFFIC SIGNAL POLE PROPOSED CONCRETE PAVEMENT ~' .Fi`d�J..J a L.. ...,m.- ��r��� 5..: �.\ _"--._ .,.. "• ,� m I _ , 1 C _ r.. C Q i- ��� � ��l \ � G � 1 1 - �` r I , .•:I C �,`,�,g��., PROPOSED CONCRETE SIDEWALK R PROPOSED HMAC TRANSITION REMOVE AND REPLACE DRIVEWAY � U7) 1 r w - (., REMOVE 18" CMP Y N (V PROPOSED ROW s h \q (=�:. I i a•,,�g i REMOVE 18" CMP M OD O US PROPOSED 5' WIDE _ "` ' o r _ + SIDEWALK p p„ PROPOSED 5' WIDE 00> Di H- w N o \ i SIDEWALK (I + o _+ Of N w PC STA 29+71.11 T F5 o REMOVE/REPLACE o N: 7048142.86 wy -' y I , 1 I li a V)w DRIVEWAY (TYP) V) Lij Ino 3 E: 23601386.69 k I` I o ¢ Z 9 I = I to03: N OUi I I x I I ?i1 4� •— I jBgiggggg ;I111 MATCH LINE - STA 30+00 I DWG FILE: PK-PA.DWG XREF FILE: PK-SU.DWC -..-- -- — --._ ..._:.. — ..... -- u ._ _ PRELIMINARY ..:....___ _.._. __ -�- CONSTRUCTION ........ _._� .___ _._..___ CJ 635 In F 635 THIS DOCUMENT IS ISSUED FOR THE PORP SOFT FSCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, EXIST ROAD CL p ? n : BIDDING, DR CONSTRUCTION PURPOSES, PLANS PREPARED UNDER THE DIRECT -' -:- _ - ROW O SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXASSTRATON N0. 83980 _ DATE: 02/i6/2DI3 -'-- - -V) N O- > J EXIST L o+ J� -_ _ -- -_.. .. --- --- — -- O W CV _ f M -0.669, Q i Q _77 _ -0.38% ✓ fA 630 1 630 L Uj Z - - - - ' Z ........ -.._-....__ _.. ____—.. ..-____... J ._....._. .. ...... ......._ _......_. - __..-. __ _ - _..-.._ .....-.— J NO. DATE REWSAW _PROPOSED - ................... _. _ LT & RT - EXIST RT ROW = F_ -- -a— —._. Q � Ts80 Suite T/C _ ea 817.88.0080/877.833 ,.� Building on ■ rwlM■tlon a.m.o. .8873 e al Iwumshl ew FAX. 8,7A88.0030 625 _. --- - .... - -- -- ............ .................. ....._' _._. `.L 625 625 Pacheco Koch' FORT WORTH, TX 7 107SU817.412.7155 NEERING FIRM F -469 REG. IYEYING N O DJ 00 O O DALLAS . FORT WORTH . HOUSTON TX REG. SURTX FIRM LS-10D0B0-Di __ ROADWAY PLAN & PROFILE .._1I-.....-.—_____._.._ .....__ _-... :...... ..—....:_.....-._11_ STA 28+00 TO 32+00 C MAIN STREET RECONSTRUCTION - C/TYOFROANOKE, DENTONCOUNTY, 7E.e4S ....._-- DES/ON DRAWN DATE I SCALE I NOTES FILENO. 620 J J J J J 620 28+00 29+00 30+00 31100 32+00 BDO CJC FEB 2013 H:1"=40' V:1"=2' 3145-12.118 P-8 DWG FILE: PK-PA.DWG XREF FILE: PK-SU.DWC IT ad N/ WARN/NG /N �\ EXISTING OVERHEAD/UNDERGROUND TTELEPHONE, ELECTRIC AND UNDERGROUND GAS AND FIBER OPTIC UTILITIES IN THE AREA. 3I . ♦ 1' ' \�� CONTACT To UTILITY AT �800'OVIESS.OURS PRIOR TO o 11) 20 41) fio 01 X250' _ _� �� STA 34+46.08 STA 32+98, 15:5' LT Y - END PROPOSED CONCRETE GRAPHIC SCALE IN FEET END PROPOSED 5' f� \ \ PAVEMENT D 2 a 6 SIDEWALK \ _ Gi \ CONNECT TO SH 170 VERTICAL SCALE IN FEET FRONTAGE ROAD m \ \ N: 7047668.00 E t k40 E 2360896.81 O"\'\ T' a• BOLLARD IUEO TELEPHONE BOX FLOOD wm EITER TN 'STA 34+4.18 POWER POLEFAG POE 4 CL MAIN ST. UCHT STANDARDTRAFFIC SIGN scrY v-� CL SH 170 FRONTAGE wo z l r r A. WATER METER IRS /2 -INCH IRON ROD W/ ---------- - N104763990 �� //// tr, a WATER VALVE '-- 1/2-INCH KOCH" CAP SET ' m �;1 sl 11A[� STREET •Lt't�s ^t; -3 f,F E; 236 1)89%.39 i�v (C. M.) CDN TROLLING MONUMENT ' � , IRRIGATION CONTROL VALVE W \< PROPERTY UNE �4 ..= s✓� ,� FIRE HYDRANT 00 1 311 �0 34+00 O 34+ g FENCE CLEANOUT x MANHOLE OVERHEAD UTILITY LINE 2 \ �P❑ TRAFFIC SIGNAL CONTROL V f' `�' ' �� �/ _ I I - \ /S✓ -� \ SIGNAL. TRAFFIC PROPOSED CONCRETE PAVEMENT L 3 \ P ROPOSED CONCRETE SIDEWALK G b \ i� I STA 34+7 PROPOSED HMAC TRANSITION x--__��jT1,t/ E=236089L \ -_ I •.�x - PROPOSED 5' WIDE X-��-X SIDEWALK REMOVE AND REPLACE DRIVEWAY foo 0 0 a PROPOSED 6" \ I CONCRETE PAVEMENT \ STA 32+98, 15.5' RT \ END PROPOSED 5' \ SIDEWALK \ 100' 'VC DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) E = 0.35 _ _ K = 35.47 O 0 VC .._...... - _..- ' N---- -" .---- N E60 0.53 00 _.__..-.._._ D O N K = 8.44 PRELIMINARY I ., -{I ....._._ _-... II .._._._ .... N _........ ..._ ...._.___ N _ NOT FOR CONSTRUCTION U - U c1) t0 - THIS DOCUMENT IS ISSUED FOR THE 635 O \ O \ 635 PURPOSE OF SCHEMATIC RENEW ONLY j - AND IS NOT INTENDED FOR PERMITTING, c EXIST GROUNDi ® CL N 01 M BIDDING, OR CONSTRUCTION PURPOSES. t� _ Q - N NT O. O PLANS PREPARED UNDER THE DIRECT e _... _......-_.__)-. - -� ._.____ -._. O _. SUPERNSION OF BRIAN D. O'NEILL, P.E. Q U } Q I- } N } N TEXAS REGISTRATION NO. 83980 I- O_ M II - I- d r 0_ DATE: 02/26/2D13 C EXIST LT ROW _Ln> .- - ---� tn> 7.- ___... ......_._ . .._... 3 C ¢-w ¢V ¢H MEXIST RT ROW v~ > w _N > _...._.. ---... v~ > LY N \ \ 3 a 630 ' _ _ _- - _ 630 i"LU\ Z )4 - iJ _ ...... - - --- - --- WADETRIM a' page, Taxa: 6051 79 \ �� 3• ,r,„ , Y.d.,,,,� �,,, en aea.o9aaen sa.9973 ! _------.... I- PROPOSED. LT & RT ---- --- swlalgbw9w(.mp. on■rouna.6on ol.a.n..�. FAX 817489A090 ---- -- - - - - -. TQC WES RN 62$ - 62$ • w121 h`v® och FORT WORTH, TX L761D7CE,SU817.412.7155TX REG. ENGINEERING FIRM F-469 L i c O (D_ TX REG. SURVEYING FIRM LS-1DDOBO-Dl DALLAS FORT WORTH HOUSTON ( O (O N ROADWAY PLAN & PROFILEto ` ....._...11..._ -_...-_ ._ ... _11 ............_� __.�_-... \ U U STA 32+00 TO 34+40.87 620 PAVING DESIGN POINTS - -... ---- Of POINT STATION OFFSET ELEVATION O1 34+45.44 15.5' RT 628.32 O2 34+64.03 15.5' RT 628.16 O3 34+78.10 27.6' RT 628.01) O32+93.68 32+00 33+00 34100 35+00 15.5' LT 629.66 O5 34+28.01 15.5' LT 627.59 O33+26.&1 1 102.9' LT 626.47 100' 'VC DENOTES ASPALT PAVEMENT ELEVATION (NOT A CURBED SECTION) E = 0.35 _ _ K = 35.47 O 0 VC .._...... - _..- ' N---- -" .---- N E60 0.53 00 _.__..-.._._ D O N K = 8.44 PRELIMINARY I ., -{I ....._._ _-... II .._._._ .... N _........ ..._ ...._.___ N _ NOT FOR CONSTRUCTION U - U c1) t0 - THIS DOCUMENT IS ISSUED FOR THE 635 O \ O \ 635 PURPOSE OF SCHEMATIC RENEW ONLY j - AND IS NOT INTENDED FOR PERMITTING, c EXIST GROUNDi ® CL N 01 M BIDDING, OR CONSTRUCTION PURPOSES. t� _ Q - N NT O. O PLANS PREPARED UNDER THE DIRECT e _... _......-_.__)-. - -� ._.____ -._. O _. SUPERNSION OF BRIAN D. O'NEILL, P.E. Q U } Q I- } N } N TEXAS REGISTRATION NO. 83980 I- O_ M II - I- d r 0_ DATE: 02/26/2D13 C EXIST LT ROW _Ln> .- - ---� tn> 7.- ___... ......_._ . .._... 3 C ¢-w ¢V ¢H MEXIST RT ROW v~ > w _N > _...._.. ---... v~ > LY N \ \ 3 a 630 ' _ _ _- - _ 630 i"LU\ Z )4 - iJ _ ...... - - --- - --- WADETRIM a' page, Taxa: 6051 79 \ �� 3• ,r,„ , Y.d.,,,,� �,,, en aea.o9aaen sa.9973 ! _------.... I- PROPOSED. LT & RT ---- --- swlalgbw9w(.mp. on■rouna.6on ol.a.n..�. FAX 817489A090 ---- -- - - - - -. TQC WES RN 62$ - 62$ • w121 h`v® och FORT WORTH, TX L761D7CE,SU817.412.7155TX REG. ENGINEERING FIRM F-469 L i c O (D_ TX REG. SURVEYING FIRM LS-1DDOBO-Dl DALLAS FORT WORTH HOUSTON ( O (O N ROADWAY PLAN & PROFILEto ` ....._...11..._ -_...-_ ._ ... _11 ............_� __.�_-... \ U U STA 32+00 TO 34+40.87 620 - -... ---- Of a -- -w J ....._._ 620 MAIN STREET RECONSTRUCTION C17YOFROANOKE, DENMNCOUNTY, TEXAS _J [TMW DR.4*W I a47P I SCALE I NOM'S I ALE NO. 32+00 33+00 34100 35+00 BDO CIC FEB 2013 H:1"=20' V:1 "=2' 3145-12.116 P'9 DWG FILE: PK-PA.OWG XREF FILE: PK-SU.DWG U x M4 aYY aaa 91 VARIABLE WIDTH PARKWAY TAMPED TOF A' PER FT. (MIN.) 4:1 (MAX,) EXCEPT q3 N07ED IN CROSS SECTIONS STANDARD J SIGEWALK COMPACTED SELECT BACKFILL 12' MIN, - WIDTH R.O.W.(50' MIN,) 6" #'4 x 36' DEFORMED E 6" REINFORCED BARS ®ig' O.C. JLONIITUDINAL CONSTRUCTION JOINT CONCRETE WITH SILICONE JOINT SEALANT (SEE JOINT DETAIL NO, 2) PAVEMENT 2% MIN. (J4 BARS 0 PROPOSED 6' LIME STABILIZED 18" O.C.B.W. SUBGRADE 0 33 LBS./SY & TYPICAL REINFORCED CONCRETE ROADWAY OFISTANDARD PROOTORFDENSITY NOT TO SCALE DISTANCE BETWEEN EXPANSION JOINTS VARIES (600' MAXIMUM) SEE TRANSVERSE CONTRACTION JOINT SPACING (TABLE 3) HALF -WAY BETWEEN CONTRACTION JOINTS SAWED DUMMY JOINT WITH CONTRACTION JOINT WITH REINFORCED TABLE 2 IANSVERSE EXPANSION JOINT SILICONE JOINT SEALER S�4 BARS ILICONE JOINT SEALER CONCRETE EE JOINT DETAIL N0. 7) (SEE JOINT DETAIL N0. 2) (SEE JOINT DETAIL N0. 2) PAVEMENT 18- O.C.B.W. PROPOSED SUBGRADE PER TYPICAL ROADWAY SECTION` CLEAR LONGITUDINAL PAVING SECTION NOT TO SCALE ig^ CONSTRUCTION JOINT WITH r SEE TABLE 2 SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH r SEE TABLE 2 SILICONE JOINT SEALANT (SEE JOINT DETAIL NO. 2) Ijl 'yl (SEE JOINT DETAIL NO. 2) 1j PAVEMENT PAVEMENT O.C. B. W. TABLE 2 PROPOSED SUBGRADE PER * T TYPICAL ROADWAY SECTION Ir 1 TYPICAL ROADWAY SECTION f4 BARS ® �4 x36" DEFORMED EXISTING 18' O.C.B.W. BARS ® 18" O.C. STREET6 LONGITUDINAL CONSTRUCTION JOINT NOT TO SCALE a5 x 18" DEFORMED BARS DOWELED AND EPDXYED INTO TRANSVERSE CONSTRUCTION JOINT 16" CONSTRUCTION JOINT WITH r SEE TABLE 2 SILICONE JOINT SEALANT PROPOSED EXISTING CONCRETE (SEE JOINT DETAIL NO. 2) 1j PAVEMENT PAVEMENT O.C. B. W. TABLE 2 PROPOSED SUBGRADE PER * T * ' SUBGRADE TYPICAL ROADWAY SECTION T EXISTING H4 BARS ® /J5 x 36" DEFORMED STREET6 18" O.C.B.W. BARS 0 18" O.C. ROADWAY SECTION TRANSVERSE CONSTRUCTION JOINT NOT TO SCALE 4 a5 x 18" DEFORMED BARS DOWELED AND EPDXYED INTO TRANSVERSE CONSTRUCTION JOINT EXISTING PAVEMENT ®18" O,C. WITH SILICONE JOINT SEALANT (SEE JOINT DETAIL NO. 2) PROPOSED EXISTING CONCRETE PROPOSED b4 ®18" r S�E TABLE 2 PAVEMENT PAVEMENT O.C. B. W. TABLE 2 EXISTING PROPOSED SUBGRADE PER * ' SUBGRADE TYPICAL ROADWAY SECTION T EXISTING PROPOSED SUBGRADE PER STREET6 SUBGRADETYPICAL ROADWAY SECTION I TRANSVERSE CONSTRUCTION JOINT (BETWEEN EXIST. AND PROP. PAVEMENT) NOT TO SCALE VARIABLE WIDTH PARKWAY [TAMPED TOPSOIL r," PER FT. (MIN.) 6" "'TAXI) EXCEPT AS NOTED IN CROSS SECTIONS STANDARD COMPACTED SIDEWALK SELECT BACKFILL IR ANSVERSE EXPANSION JOINT g'G x 24" SMOOTH DOWEL 0A WITHOUT DOWEL SUPPORT BASKET 18" O.C. & EPDXYED INTO (SEE JOINT DETAIL N0. 1). PROPOSED EXISTING PAVEMENT 1A" MIN. PAVEMENT EXISTING CONCRETE PAVEMENT CLEARANCE 0#4 2" MIN. O.C.® 1g' B. W. TABLE 2 EXISTING PROPOSED SUBGRADE PER * T ' SUBGRADE TYPICAL ROADWAY SECTION DOWEL SUPPORT q6 x 18" SMOOTH DOWEL DOWEL SLEEVE OR CAP 12' TO FIT N6 DOWEL AND BE SECURED BAR STOP TRANSVERSE EXPANSION CONSTRUCTION JOINT (USED ONLY AT END OF RADIUS, P.C. OR P.T. STATIONS, BETWEEN EXIST. AND PROP. PAVEMENT) q4BARS e SAWED DUMMY JOINT WITH 18' O.C.B. YI. SILICONE JOINT SEALANT s R rSEE TABLE 2 (SEE JOINT DETAIL NO. 2) g^ til TRANSVERSE EXPANSION JOINT, FORMED GROOVE ROUNDED TO Y4- RADIUS WITH (SEE JOINT DETAIL NO. 2) 18' O. C.B.W. SEE TABLE 2� PROPOSED SUBGRADE PER TYPICAL ROADWAY SECTION 1 SAWED DUMMY JOINT 1 NOT TO SCALE i4BARS ® SAWED DUMMY JOINT WITH s R TABLE 2 18" O.C.B. W, 9- SILICONE JOINTSEALANT g^ 6^ 2^ TRANSVERSE EXPANSION JOINT, FORMED GROOVE ROUNDED TO Y4- RADIUS WITH (SEE JOINT DETAIL NO. 2) 18' O. C.B.W. SEE TABLE 2� 2- PROPOSED SUBGRADE PER - **T TF— TYPICAL ROADWAY SECTIOR 1 DOWEL SUPPORT q6 x 18" SMOOTH DOWEL C 36' JS' OR BASKET BARS OF 18' O.C. STREET6 CONTRACTION JOINT ® NOT TO SCALE NOT TO SCALE SILICONE JOINT SEALANT POLYETHYLENE BOND--- BREAKER OND BREAKER TAPE REDWOOD EXPANSION FILLER PAVEMENT THICKNESS DOWEL SUPPORT1\�—movll 'OOTH BASKET JOINT DETAIL NO. 7 NOT TO SCALE Y SILICONE JOINT yy' SEALANT (SEE SAWED JOINT FACE (SE % TABLE 1) T (SEE DIA, CLOSED TABLE 1) CELL EXPANDED POLYETHYLENE FOAM BACKER ROD JOINT DETAIL NO. 2 NOT TO SCALE TABLE 2 (PAVEMENT REINFORCING STEEL PLACEMENT) T (PAVEMENT THICKNESS) (CLEARANCE FROM FACE OF CONCRETE) 6" 2' 7' 2Y, - N. 2�' ROIL. -1 U-1 IU U[ Al 1/1. TABLE 3 s R PAVEMENT STREETpESICNATON THICKNESS CLASSIFICATION ROADWAY MAXIMUM W9 DTH SPACING S4 BARS ® g^ 6^ 2^ TRANSVERSE EXPANSION JOINT, FORMED GROOVE ROUNDED TO Y4- RADIUS WITH 91dlding rwnanhEp..n . f -riche.- d —H.— 18' O. C.B.W. SEE TABLE 2� 2- SURVEY BASELINE) SILICONE JOINT SEALER AND REDWOOD EXP. JOINT FILLER (SEE JOINT DETAIL NO. 1) T ++IJJ C 36' JS' EASEMENT LINE STREET6 1A" MIN. CLEARANCE ® ljj 4 LL 24' 3D' TAMPED SOIL TT* L 2g' JS' STREETS C 36' 40- 8' TABLE 1 MC 40' 40' INDUSTRIAL STREETS I5U 50' 40' MINOR (SAWED DUMMYJOINT DEPTH) ARTERIALS PROPOSED SUBGRADE PER OLIN T = = EKNENT DIM T/4 DEPTH TYPICAL ROADWAY SECTION THICKNESS THI4 p6 x 24" SMOOTH I 16• DOWEL DOWEL SLEEVE OR CAP TO FIT b' 11. DOWEL ® 18. O.C. COATING N6 DOWEL AND BE SECURED Z^ i�• DOWEL SUPPORT OR BASKET BAR STOP TRANSVERSE EXPANSION JOINT NOT TO SCALE NOT TO SCALE TABLE 2 (PAVEMENT REINFORCING STEEL PLACEMENT) T (PAVEMENT THICKNESS) (CLEARANCE FROM FACE OF CONCRETE) 6" 2' 7' 2Y, - N. 2�' ROIL. -1 U-1 IU U[ Al 1/1. TABLE 3 (MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING) PAVEMENT STREETpESICNATON THICKNESS CLASSIFICATION ROADWAY MAXIMUM W9 DTH SPACING RESIDENTIAL LL 24' 3D' b 5 R EE IS L 26' JD' 91dlding rwnanhEp..n . f -riche.- d —H.— CENTERUNE (UNLESS NOTED AS LL 2a' JO' SURVEY BASELINE) L 28' 35' T RESIDENT. C 36' JS' EASEMENT LINE STREET6 DRAINAGE FLOW ARROW ® MC 40' 35' PROPOSED CONCRETE LL 24' 3D' TAMPED SOIL RESIDENTIAL L 2g' JS' STREETS C 36' 40- 8' MC 40' 40' INDUSTRIAL STREETS I5U 50' 40' MINOR PC 54* 4p' ARTERIALS HALF, WAY .E1WEEN TRAN6VERSE"CONIRACTION JOINTS. CONSTRUCTION NOTES 1. FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS AND TIE. 2. ALL HAND POURS IN THE STREET SHALL BE 6 SACK. 3. EXISTING CURB &. GUTTER, IF ANY, MUST BE SAWED AS DIRECTED BY THE ENGINEER 4. ALL BLOCKOUTS SHALL BE 9' FROM BACK OF CURB, EXCEPT FOR INLETS. 5, ALL CURB CONSTRUCTION SHALL BE MONOUTHICALLY POURED WITH CONCRETE PAVEMENT OR GUTTER. PRIOR TO LIME STABIUZATION OR COMPACTION, THE SUBGRADE SHOULD BE PROOFROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHOULD BEUNDERCUT TO A FIRM SUBGRADE AND PROPERLY BACKFILLED AS DESCRIBED IN THE EARTHWORK SECTION. THE STABILIZED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES AND UNIFORMLY COMPACTED TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR DENSITY (ASTM D 59B), NEAR MINUS 2 TO PLUS 4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THAT TEST. IT THEN SHOULD BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. THE PRESENCE OF IRONSTONE NODULES, GRAVEL OR ASPHALT FRAGMENTS IN THE SUBGRADE SOILS CAN COMPLICATE MIXING OF THE SOIL AND LIME. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REG15TRATION NO. 83980 DATE: 10/24/2012 I Na I DA7E I REWA7N WWI IR LEGEND Main Street, Suite 770 CONCRETE CURB EDGE OF ASPHALT www" d.alm"ean EDGE OF GRAVEL 91dlding rwnanhEp..n . f -riche.- d —H.— CENTERUNE (UNLESS NOTED AS SURVEY BASELINE) PROPERTY LINE FRT WORTH, TX 817,412,71155 R.O.W. UNE EASEMENT LINE DRAINAGE FLOW ARROW ® HMAC TRANSITION PROPOSED CONCRETE TAMPED SOIL PROPOSED SUBGRADE COMPACTED SELECT BACKFILL CONSTRUCTION NOTES 1. FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS AND TIE. 2. ALL HAND POURS IN THE STREET SHALL BE 6 SACK. 3. EXISTING CURB &. GUTTER, IF ANY, MUST BE SAWED AS DIRECTED BY THE ENGINEER 4. ALL BLOCKOUTS SHALL BE 9' FROM BACK OF CURB, EXCEPT FOR INLETS. 5, ALL CURB CONSTRUCTION SHALL BE MONOUTHICALLY POURED WITH CONCRETE PAVEMENT OR GUTTER. PRIOR TO LIME STABIUZATION OR COMPACTION, THE SUBGRADE SHOULD BE PROOFROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANY SOFT OR PUMPING AREAS SHOULD BEUNDERCUT TO A FIRM SUBGRADE AND PROPERLY BACKFILLED AS DESCRIBED IN THE EARTHWORK SECTION. THE STABILIZED SUBGRADE SHOULD BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES AND UNIFORMLY COMPACTED TO A MINIMUM OF 95 PERCENT OF STANDARD PROCTOR DENSITY (ASTM D 59B), NEAR MINUS 2 TO PLUS 4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THAT TEST. IT THEN SHOULD BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. THE PRESENCE OF IRONSTONE NODULES, GRAVEL OR ASPHALT FRAGMENTS IN THE SUBGRADE SOILS CAN COMPLICATE MIXING OF THE SOIL AND LIME. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC RENEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. VNEILL, P.E. TEXAS REG15TRATION NO. 83980 DATE: 10/24/2012 I Na I DA7E I REWA7N WWI IR WADETRIM Main Street, Suite 770 Gra Grepsomeavine, Taxes 78057 www" d.alm"ean 817.488.00501877.533.9873 91dlding rwnanhEp..n . f -riche.- d —H.— FAX- 817.488.0030 Pacheco Koch 751 7RI , SUITE 115 FRT WORTH, TX 817,412,71155 TX REG. ENGINEERING FIRM F-469 DALLAS. FORT WORTH. HOUSTON TX REG. SURVEYING FIRM LS -100060-01 PAVING DETAILS MAIN STREET RECONSTRUCTION 011YO)ROA,VOA-E,,OE�VTONCOUNTY, Tx DESIGN DRAWN DATE HLE NO. CJC CJC 2013 3145-12.118RD P.'' .H PAY LIMIT PARKWAY WIDTH 9" BLOCK-OUT FROM BACK OF END OF EACH BLOCK DETECTABLE WARNING EXPANSHDN JOINTS CURR FOR DRIVEWAY APPROACH OUT WILL BE SHOWN BACK OF CURB SAWED DUMMY JOINTS STRIP OF TRUNCATED DOMES STREET �(sEE NOTE 4) WITH A TRANSVERSE r5' MIN. JOINT AS REO'D CONSTRUCTION JOIN 11'-0" FOR SINGLE D4/Y. 11 CURB �I GENERAL NOTES: 16'-0" FOR DOUBLE DWY. E%PANSI ON JOINT 9' BLOCK-DUT FROM DRIVEWAY NOTES: 1, BARRIER FREE RAMPS SHALL CONSTRUCTED AS TENSIONS OF YYYYYYYYt��YYYYYYYYYIIYYYYYYYYY11YYt YYYL•�LLJYYYYYYYYII. STANDARD CONCRETE SIDEWALKS AND ERATE FROM THE STREET ttte.'LtttttttttntttttttttlLtttttttttl"" 1 NF JOINT 518" 2. MAXIMUM SLOPE ON RAMP PORTION SHALL NOT EXCEED 1' PER FOOT A AT ANY LOCATION. VERTICAL DISTANCE BETWEEN STREET & RAMP SHALL &R SILICONE JOINT SEALED ANT, ONLY NOT EXCEED 1/4". SEE TABLE 2 3. DESIGNS SHOWN ARE FOR 6" CURBS. FOR CURBS WITH HEIGHT GREATER R.O.W. CONNECTING TO EXISTING CONCRETE DRIVE 4. STREETS ON STEEP GRADE WILL REQUIRE LONGER TRANSITIONS SEE NOTE i ON UPGRADE SIDE. OR SIDEWALK (SUBSIDIARY TO DRIVEWAY). DOWEL INTO EXISTING CONCRETE DRIVEWAY 5. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO CLEAR TRANSITION SIDEWALK ELEVATION OBSTRUCTIONS WITH THE APPROVAL OF THE ENGINEERING DEPARTMENT. CORNER CURB RAMP WITH #4x24" BARS 0 18" O.C. COMPACTED TO DRIVEWAY SECTION ACROSS 10' (1:20 MAX GRADE) _ SELECT 2. DUMMY JOINT IN DRIVEWAY RAMP IS �2_ 18. O.C.B,W. PROPOSED SUBGRADE REINFORCE 6° {Q3 BARS OPTIONAL IN 11'-0" DRIVEWAY ONLY. 3. SIDEWALK SLOPE SHALL BE 27 SLOPE TO AND SEE NOTE 4 STANDARD DRIVE W/ r.} NOT TO SCALE THE FACE OF CURB, OR AS DIRECTED BY 1Q SIDEWALK BARS 0 18' CUSHION OR THE ENGINEER. b O.C.B, W. HAI LENGTH PAID AS 4, SIDEWALK SECTION THIRD DRIVEWAY TO BE STABILIZED SUBGRADE AVC. SAND CUSHION REQUIRED ONLY A FOR LEVELING.O ATTACHED CURB POURED SAME THICKNESS AS DRIVEWAY }_A'3 BARS EQUALLY SPACED. BR (CONC. PAVEMENT ONLY) APPROACH, AND PAID FOR AS DRIVEWAY 4-0 B., (D 9� REINFORCE 4" WALK APPROACH. EXISTING SIDEWALK, IF ANY, SHALL BE REMOVED AND REPLACED. DRIVEWAY APPROACH SPACING)HNT SEE WITHA3 BARS K:W SECTION MARKING STD. CURB NOTE 2 1B" O.C.B.W. & GUTTER PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED WHERE NEW WORK ABUTS OLD OR NEW WORK IS ADJACENT TO OTHER CONCRETE WORK, WALL, FOUNDATIONS, ETC., EXCEPT SEE TABLE 3 LLJ 6" EXP.1M1 JOINT HALF -WAY BETWEEN TRANSVERSE CONTRACTION JOINT TRANSVERSE WITH SILICONE JOINT SEALANT BACK OF CURB CONTRACTION JOINT PROP. 4" THICK CONC. WALK (EXCEPT SLIP -FORMED) EXPANSION JOINT P' 18" OR MATCH (n (EXCEPT SUP -FORMED) 10'-0" MIN. SINGLE DWY. AS DIRECTED BY ENGINEER 17'-0' MIN. DOUBLE DV 20'-0' MIN. SINGLE DWY. 27'-0" MIN. DOUBLE DWY. PLAN VIEW PAY LIMIT PARKWAY WIDTH 9" BLOCK-OUT FROM BACK OF END OF EACH BLOCK DETECTABLE WARNING EXPANSHDN JOINTS CURR FOR DRIVEWAY APPROACH OUT WILL BE SHOWN BACK OF CURB SAWED DUMMY JOINTS STRIP OF TRUNCATED DOMES STREET �(sEE NOTE 4) WITH A TRANSVERSE r5' MIN. JOINT AS REO'D CONSTRUCTION JOIN NOT TO SCALE EXPANSION JOINT R.O.W. 11 CURB �I GENERAL NOTES: 3 E%PANSI ON JOINT 9' BLOCK-DUT FROM none.°C�nennnnnnllnnnnnnnnnlLnnnnnnnnnllnnnnnnnnnlLnnnn 1, BARRIER FREE RAMPS SHALL CONSTRUCTED AS TENSIONS OF YYYYYYYYt��YYYYYYYYYIIYYYYYYYYY11YYt YYYL•�LLJYYYYYYYYII. STANDARD CONCRETE SIDEWALKS AND ERATE FROM THE STREET ttte.'LtttttttttntttttttttlLtttttttttl"" PAVEMENT, EXCEPT AS NOTED IN THESEE DETAILS. 518" 2. MAXIMUM SLOPE ON RAMP PORTION SHALL NOT EXCEED 1' PER FOOT SEE NOTE 3 B% SLOPE AT ANY LOCATION. VERTICAL DISTANCE BETWEEN STREET & RAMP SHALL ttte..EEEEtttttiitttttttt■?:tttttttttlltttttttt■?6ttt■ NOT EXCEED 1/4". SEE TABLE 2 3. DESIGNS SHOWN ARE FOR 6" CURBS. FOR CURBS WITH HEIGHT GREATER `j;P -� THAN 6", DIMENSIONS SHALL BE INCREASED PROPORTIONATELY, 4. STREETS ON STEEP GRADE WILL REQUIRE LONGER TRANSITIONS i ON UPGRADE SIDE. BARRIER FREE RAMP 5. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO CLEAR FINISH GRADE OBSTRUCTIONS WITH THE APPROVAL OF THE ENGINEERING DEPARTMENT. CORNER CURB RAMP NOT TO SCALE EXPANSION JOINT tttoggtttttttttnttttttttt��tttttttttllttttttttt°gtttt#6 1,-3 tttt°Ltttttttttnttttttttt'Ctttttttttllttttttttt'Cttim ■■tt�L7tttttt0 1m mttttttt�LtttttttttlltttttttttlLwttt CURB �tttlLtttttttttllttttttttt�LtttttttttllttttNOOSE,Ltttt ■tC�L�ttttttttllttttttttt�Ltttttttttllttttttttt1Ltttt �tttC1Ltttttttttllttttttttt�Ltttttttttllttttttttt�Lt■■■ — LONGITUDINAL CONS UCT10N LAYDOWN CURB E%PANSI ON JOINT 9' BLOCK-DUT FROM none.°C�nennnnnnllnnnnnnnnnlLnnnnnnnnnllnnnnnnnnnlLnnnn #3 BARS ON YYYYYYYYt��YYYYYYYYYIIYYYYYYYYY11YYt YYYL•�LLJYYYYYYYYII. 4om ttte.'LtttttttttntttttttttlLtttttttttl"" INtttt�Ltttt, 518" CENTERS SEE NOTE 3 B% SLOPE W ttte..EEEEtttttiitttttttt■?:tttttttttlltttttttt■?6ttt■ SEE CURB DETAIL 27" SL SEE TABLE 2 SLOPE 1 4 PER FOOT `j;P -� TOOLING JOINT W i PROPOSED SUBGRADE TOWARDS STREET VARIES FINISH GRADE SAND . SLOPE CUSHION C COMPACTED C 3V 40' _ SELECT q4 BARS 0 BACKFILL �2_ 18. O.C.B,W. PROPOSED SUBGRADE TSU 50' 40' {Q3 BARS EXPANSION JOINT AND SEE NOTE 4 BETWEEN CURB & SIDEWALK NOT TO SCALE NOT TO SCALE CUSHION OR _ APPROVED SUBGRADE o� STABILIZED SUBGRADE AVC. SAND CUSHION REQUIRED ONLY A FOR LEVELING.O QU }_A'3 BARS EQUALLY SPACED. BR SECTION A—A TYPICAL TYPICAL DRIVEWAY APPROACH SECTION MARKING NOT TO SCALE ALL MARKINGS SHALL BE CUT 1" DEEP, FOLLOWED BY GROOVING TOOL. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED WHERE NEW WORK ABUTS OLD OR NEW WORK IS ADJACENT TO OTHER CONCRETE WORK, WALL, FOUNDATIONS, ETC., EXCEPT SEE TABLE 3 ALONG CURBS. MAXIMUM SPACING OF TRANSVERSE EXPANSION JOINTS SHALL BE 40'•0", HALF -WAY BETWEEN TRANSVERSE CONTRACTION JOINT TRANSVERSE WITH SILICONE JOINT SEALANT BACK OF CURB CONTRACTION JOINT PROP. 4" THICK CONC. WALK tttoggtttttttttnttttttttt��tttttttttllttttttttt°gtttt#6 x 19" SMOOTH 1 tttt°Ltttttttttnttttttttt'Ctttttttttllttttttttt'Cttim ■■tt�L7tttttt0 1m mttttttt�LtttttttttlltttttttttlLwttt CURB �tttlLtttttttttllttttttttt�LtttttttttllttttNOOSE,Ltttt ■tC�L�ttttttttllttttttttt�Ltttttttttllttttttttt1Ltttt �tttC1Ltttttttttllttttttttt�Ltttttttttllttttttttt�Lt■■■ — LONGITUDINAL CONS UCT10N #4 BARS 0 E%PANSI ON JOINT 9' BLOCK-DUT FROM none.°C�nennnnnnllnnnnnnnnnlLnnnnnnnnnllnnnnnnnnnlLnnnn EALANT YYYYYYYYt��YYYYYYYYYIIYYYYYYYYY11YYt YYYL•�LLJYYYYYYYYII. SILICONE JOINT SEALANT ttte.'LtttttttttntttttttttlLtttttttttl"" INtttt�Ltttt, ■■ISILLIttttttttllttttttttt��tttttttttllttttttttt;�ttME ■CIL�ttttttttllttttttttt�Ltttttttttllttttt■ttt�Ltttt NOT TO SCALE #5 x DEFORMED tttC �ttttttttlltttttttt■ ■ttttttttlltttttttt■ ■tt■ ttte..EEEEtttttiitttttttt■?:tttttttttlltttttttt■?6ttt■ SEE CURB DETAIL 27" SL �- SAWED TRANSVERSE DUMMY JOINT—BACK OF CURB TRANSVERSE CONSTRUCTION WITH SILICONE JOINT SEALANT 3a JOINT PATH SILICONE JOINT SEALANT CONTRACTION JOINT 42" BLOCK-OUT FROM BACK I ]0 OF CURB FOR ON -UNE INLETS, PLAN OF STEEL LAYOUT AND 24' BLOCK-OUT FROM BACK OF CURB FOR RECESSED E%PANSI ON JOINT 9' BLOCK-DUT FROM NOT TO SCALE BACK OF CURB FOR 7• 114- SILICONE JOINT SEALANT 8" 2' (SEE DETAIL N0. 2) i4 NOT TO SCALE g^ PAY OMIT JOINREMOEDIALE%PANSION PAVING SLAB )E" SLOPE yry? TAMPED TOPSOISLOP, SEE CURB DETAIL 27" SL SEE TABLE 2 C 36' ]5' `j;P -� PROOSED CONCRETEPSIDEWALK i PROPOSED SUBGRADE LL 24' 30' > 1 !/ SAND i � CUSHION C COMPACTED C 3V 40' _ SELECT q4 BARS 0 BACKFILL 18. O.C.B,W. PROPOSED SUBGRADE TSU 50' 40' q4 BAR SPER ECTION TYPICAL ROADWAY EXPANSION JOINT MONOLITHIC CURB BETWEEN CURB & SIDEWALK NOT TO SCALE NOT TO SCALE 3 1F— CONTRACTION JOINTS BACK OF CURB CURB RETURN CONTRACTION JOINT 42" BLOCK-OUT FROM BACK (TYP) OF CURB FOR ON -UNE INLETS, EDGE OF ASPHALT AND 24' BLOCK-OUT FROM BACK OF CURB FOR RECESSED E%PANSI ON JOINT 9' BLOCK-DUT FROM INTERSECTING STREET (TYP,) INLETS (SEE NOTE 4) BACK OF CURB FOR 7• 114- INTERSECTION 8" 2' (SEE NOTE 4) SPACING DIAGRAM FOR JOINTS & BLOCKOUTS NOT TO SCALE —5,+W �1 45' 45' 5' 5' S' MAIL BOX 17W_ SIDEWALK MAILBOX DETAIL -A= 4'-0' SPACING OF TOOUNG JOINTS WITH A 4'-0' WIDTH. B= 5-0" SPACING OF TOOLING JOINTS WTH A 5'-0" WIDTH. NOT TO SCALE `n GENERAL NOTES: q- 1 1. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 P.S.I. AT 28 DAYS. DRILL & EPDXY GROUT 12" LONG 2. EXPANSION JOINTS SHALL BE 1/2" THICK REDWOOD FOR NO. 3 BARS ON 18" CENTERS. FULL DEPTH OF SIDEWALK AND SHALL INCLUDE GREASED q,, 24" SMOOTH 1/2" DIA. DOWEL STEEL BARS WITH CAPS. SIDEWALKS CX, LEAD WALKS 3. WHEN REPLACING EXISTING SIDEWALK DOWEL NEW PAVING �/ INTO ADJACENT SIDEWALK AND INTO THE STREET AGAINST EXIST. GONG. CURB PAVEMENT BELOW THE OUTTERLINE OR CURB. (SEE DETAIL) 4. SURFACE SHALL BE BROOM FINISHED SIDEWALK REINFORCING STEEL DETAILS TYPE "D" HMAC FINE -GRADED SURFACE COURSE TACK COAT BET4EEN SUFACES� TYPE "A" & "D' TYPE 'A" HMAC FINE -GRADED SURFACE COURSE TACK COAT BETWEEN ASPHALT & CONCRETE SURFACES ASPHALT/CONCRETE NOT TO SCALE NOT TO SCALE TABLE 1 (MAXIMUM TRANSVERSE CONTRACTTON JOINT SPACING) (SAWED DUMMY JOINT DEPTH) STREETROADWAY CLASSIFICATION T/4 = EDGE OF ASPHALT PAVEMENTDIM THICKNESS JOINT DEPTH LL 24' 30' 6'1" RESIDENTIAL 7• 114- SURVEY BAS LINE) 8" 2' PROPERTY UNE TABLE 2 (PAVEMENT NFNFDRCINC STEEL PLACEMENT) T x (PAVEMENT THICKNESS) (CLEARANCE FROM FACE OF CONCRETE) 6' 2' 7. - nil 111— 11 nc ru Al Ike. TABLE 3 (MAXIMUM TRANSVERSE CONTRACTTON JOINT SPACING) PAVEMENT THICKNESS STREETROADWAY CLASSIFICATION MAXIMUM DESIGNATION WDTH SPACING EDGE OF ASPHALT LL 24' 30' 6 RESIDENTIAL L 28'-30' 30' SURVEY BAS LINE) SAE S PROPERTY UNE a 24' 30' EASEMENT UNE L 26' 35' T RESIDENTIAL C 36' ]5' STREETS TAMPED SOIL MC 4D' ]5' PROPOSED SUBGRADE LL 24' 30' RES DENTAL L 28' 35' STREETS C 3V 40' R. MC 40' 40' INDUSTRIAL STREETS TSU 50' 40' MINORSM4U 54' 40' ARTERIAL -- HALF, BETIEEN 1R ANSIGSE"CONTRACEON JOINTS. FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS AND TIE. ALL HAND POURS IN THE STREET SHALL BE 6 SACK. EXISTING CURB & GUTTER, IF ANY, MUST BE SAWED AS DIRECTED BY THE ENGINEER ALL BLOCKOUTS SHALL BE 9" FROM BACK OF CURB, EXCEPT FOR INLETS. ALL CURB CONSTRUCTION SHALL BE MONOLITHICALLY POURED WITHCONCRETE PAVEMENT OR CUTTER. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION INC, 83980 DALE: 10/24/2012 NO. I 0A7E RENS/OV Im WADETRIM imp..,: Tam: 776061 �° „° WgN.W.d.bhn.C.nl 817ABB.00SO/877.599.9873 Building nN.tl.mhlP. m ■ fwnd.8on d.m.B.nce FAX- 817.488.0090 ll Pacheco Koch FOR. WESTERN TXPLACEDDRI B 5412 2655 TX REG. ENGINEERING FIRM F-469 DALLAS. FORT W`O�RTH. HOUSTON CTX REG. SURVEYING FIRM LS-10D.BO-01 PAVING DETAILS I MAIN STREET RECONSTRUCTION i C/TYOFROANOKE, 0ENTONCOUNTY, In- OESION DRAWN DATE RLE MO,, CJC CJC 2013 3145-12.118RD P-11 LEGEND CONCRETE CURB EDGE OF ASPHALT EDGE OF GRAVEL CENTERLINE UNLESS NOTED AS SURVEY BAS LINE) PROPERTY UNE R.D.W. UNE EASEMENT UNE DRAINAGE FLOW ARROW ® HMAC TRANSITION PROPOSED CONCRETE TAMPED SOIL PROPOSED SUBGRADE COMPACTED SELECT BACKFILL CONSTRUCTION NOTES FOR DEFORMED BAR SPLICES, LAP BARS 40 DIAMETERS AND TIE. ALL HAND POURS IN THE STREET SHALL BE 6 SACK. EXISTING CURB & GUTTER, IF ANY, MUST BE SAWED AS DIRECTED BY THE ENGINEER ALL BLOCKOUTS SHALL BE 9" FROM BACK OF CURB, EXCEPT FOR INLETS. ALL CURB CONSTRUCTION SHALL BE MONOLITHICALLY POURED WITHCONCRETE PAVEMENT OR CUTTER. PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION INC, 83980 DALE: 10/24/2012 NO. I 0A7E RENS/OV Im WADETRIM imp..,: Tam: 776061 �° „° WgN.W.d.bhn.C.nl 817ABB.00SO/877.599.9873 Building nN.tl.mhlP. m ■ fwnd.8on d.m.B.nce FAX- 817.488.0090 ll Pacheco Koch FOR. WESTERN TXPLACEDDRI B 5412 2655 TX REG. ENGINEERING FIRM F-469 DALLAS. FORT W`O�RTH. HOUSTON CTX REG. SURVEYING FIRM LS-10D.BO-01 PAVING DETAILS I MAIN STREET RECONSTRUCTION i C/TYOFROANOKE, 0ENTONCOUNTY, In- OESION DRAWN DATE RLE MO,, CJC CJC 2013 3145-12.118RD P-11 3 I°° ro ro w n ro o 2+08.20 ,o ro m a ro " ro O0 3+07.13 0 0 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 03980 DATE: 10/24/2012 DWG FILE: PK-XC.OWG XREF FILE PK-RD2,DWG am Gr` 3 DWG FILE: PK—XC.DWG XREF FILE: PK—RD2.DWG o� DWG FILE: PK-XC.DWD XREF FILE: PK-RD2.DWD U 3 DWG FILE: PK-%C.DWG XREF FILE: PK-RD2.DWG 3 PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, DR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 83980 DATE: 02/26/2013 NO. VA7E RENS/ON Ral ERVIWADETRIM 820 Southevine Mainslifteet.760 Suits 770 Grapevina� Taxes 78051 ,..d., 817A88.00801877.838.9873 Bullmlq rMadomhlp. on.®rouunne.uonorawO0— PAX: 817AN.000 WESTERN PLACE, 625 Pacheco K.■®VFORT WORTH, TX 7 107SU817.412.7155 TX REG. ENGINEERING FIRM F-469 DALLAS . FORT WORTH . HOUSTON TK REG. SURVEYING FIRM LS -100080 -Dl CROSS SECTIONS - MAIN ST. STA 16+66.93 TO 19+84.47 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,0ENTONCOUNTY, MW DmvN mmw mm I SCALE I NOTES I Rw NO. BDO CJC FEB I H:1'=20' 3145-12.118 XC -5 2013 V:1 "=2' VWU HU: PK-AL.UWU XREF FILE: PK-RD2.DWG og ug la of 3 20+23.1 S 20+00.00 21+44.31 20+87.57 22+64:44 22+00.00 0 10 20 40 60 GRAPHIC SCALE IN FEET 0 1 2 4 6 VERTICAL SCALE IN FEET XREF FlLE: PN-RD2.DWC PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND ISNOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOSES. PLANS PREPARED UNDER THE DIRECT SUPERVISION OF BRIAN D. O'NEILL, P.E. TEXAS REGISTRATION NO. 8398D DATE: 02/26/2013 NO. RAM RhWS/QV 920 South gbvs� 170 WADETRIM Ompevins Telxas 78057ufts 817A88.0050I877AM.9879 6uB71ng rWatil h" m ■f-.ftdm.1 _Im_ FAX: 877AW.OM WESTERN PLCE,625 Pacheco E 7 och FORT WORTH, TX 1D7SUITE 817.412.7155 ........::_. _-< TX REG. ENGINEERING FIRM F-469 DALLAS . FORT WORTH HOUSTON TX REG. SURVEYING FIRM LS -100080-01 CROSS SECTIONS - MAIN ST. STA 20+00 TO 22+64.44 MAIN STREET RECONSTRUCTION C/TYOFROANOKE,,OENTONCOUNTY, MMS OES7GN ONA/YN WF I SG41E I NOE ALE NO. BDO CJC FEB 2013 I H:1"=20' V:1"=2' 3145-12.118 XC -6 XREF FlLE: PN-RD2.DWC U 3 DWG FILE: PK-XC2.DWG XREF FILE: PK-RD2.DWG DWG FILE: PK-KD2.DWG XREF FILE: PK-RD2.DWD ow U 3 XREF rFil PN-RD2.DIYC i D so 100 zoo aoo GRAPHIC SCALE IN FEET 1 , C• — — ----- — — — — -------------- Rt//X % j// j 7'�V� j T % •, ��'r // / j ij j ' ---------------------- Q \ J •"C�C� / 1" 1 A.. _"y l� � � —A _ 1 ,/ J/' / _._._ .._._ _ —._—---- ------------- 7- I .---_-------- ----' --- if % j j 5 711, 5 151 7 \ ✓ j ,—..—__—..—._—._--L_.—_—__—_--�- ._------- ( I SCHOOL I 1 5 it W1-1AR(L) BUS STOP AHEAD Wt—1AR(R) , .�--------1—_--_�----SPECIAL,_--�..—._—__ ._—.._...L_--•—'._.___—._ �..—.._.. ------- ---..______.rL. .—._ USIT _----------------------------_-- _ SIGN ._—..—._ TV ONs R12--1 R5-2 10 3PA�0PO� / 4 ;• i I i NO. DATE RE✓/S/ON I 920 South Main , 1 WADETRIMGrapevine, TexasStreet76051 Suite 770 ; ww .defrim.com 81 7.488,00501877.533.9873 Building relefl-ships on a foundation of excellence FAX: 817.488.0030 Pacheco Koch 6000 WESTERN PLACE, SUITE 625 1 LEGEND FORT WORN, an.412.71ss I '. 7% REO, ENGINEEEE RING NG FI FlRM F-469 t DALLAS •, FORTWORTH ....HOUSTON TX REG, SURVEYING FlRM LS -100080-01 1 tO STOP SIGN WITH STREET NAME BLADES E ON OF TOP DECORATIVE POLES WITH DECORATIVE POLE TEMPORARY /±® pp p ® v 1 2O TEMPORARY GROUP MAIL BOX f�Q(� VQf�(®FVpP I.eINNIL ®®A 3O DO NOT ENTER SIGN WITH STEEL POST & SIGNAGE • L^•_ 4OONE WAY SIGN ON BOTH SIDES OF STEEL POST MAIN STREET RECONSTRUCTION 5O SPEED LIMIT 25 SIGN WITH STEEL POST C/TYOFROAMAE, DENr0N00MNTY, MWS DES/CN DRAWN DATE SCALE NOTES I FLLE NO. TAV MFF FEB 1'=100' 3145-12.118 2013 MB -1 z 0 N --k— STREET SIGN AMES POST TOP UNTING-DOUBLE N FRAME (ANTIQUE BEET LAMP SSlCC29 SSCD4) J SELECT POSTS ONLY, (TALL AS INDICATED IN PLANS) 3 SIGN ASSEMBLY DETAIL NOT TO SCALE 4FFIC SIGN WITH CAST JMINUM FRAME (COLOR BLACK) -1, 30" STOP SIGN JTED 4" DIAMETER JMINUM POLE. JTIQUE STREET LAMPS W17 12 F4 ANBK 3T3) ST 17" DIA. ALUMINUM SE INTEGRATED WITH _E (ANTIQUE STREET APS WASHINGTON SERIES) L z 0 a L20" 0 1 SIGN ASSEMBLY BASE 3/4" 0 HEADED ANCHOR ROD (GALV, COORDINATE WITH MANUFACTURER) 3" CLR (6) #5 VERT BARS #3 SPIRALS CSD 6" PITCH SIGN ASSEMBLY FOUNDATION DETAIL NOT TO SCALE 0 9 0 0 30 10 120 160 GRAPHIC SCALE IN FEET NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES, RETAINING WALLS, do STRUCTURES UNLESS OTHERWISE NOTED. i , c % rn / IQ z Vw l/ LEGEND INLET PROTECTION SILT FENCE NO. I DATE NE✓/S/ON90 South Main Sreet, F ERIM Grapevine Tex st 76051 uite 170 www.wadefrl-- B17ADS.00501877.533.9873 Bonding ralatlonships on a foundation of excellence FAX: B17.488.0030 Pacheco oc 8000 WESTERN PLACE, SUITE 878 FOR7 WOR1N, Tx 7etD7 e17.412.7155 c 7% REQ ENdNEERINO FIRM F—"Q L DALLAS .. FORT WORTH ....HOUSTON T% REQ SURVEYING FIRM LS -100080-01 SOIL EROSION CONTROL PLAN MAIN STREET RECONSTRUCTION C/TYOFROANOAE, ,OENTONCOUNTY, TEX4S OES/GN DRAWN DATE SCALE NOTES I FILE NO. TAV MFF 2013 1'e60' 3145-12.118 SE -1 3 ATTACH THE W.W.M. &FABRIC ON F400 �) V VA\\VA\ V VAA\WA\ END POSTS USING 4 T -CLIPS. SECTION A -A PLACE 4" TO 8" OF FABRIC AGAINST THE TRENCHr/ SIDE AND APPROX. 2" ACROSS TRENCH BOTTOM IN IID UPSTREAM DIRECTION. MINIMUM TRENCH SIZE A SHALL BE 6" SQUARE. BACKFILL AND HAND TAMP. TEMPORARY SEDIMENT CONTROL FILTER FABRIC FENCE WIRE GRAVEL FILTER CONCRETE BLOCK DROP INLET PROTECTION N.T.S. d�CURB INLET ^nr CONCRETE BLOCK ,-C:URB INLET WIRE SCREEN Inin GRAVEL FILTER CURB INLET PROTECTION N.T.S. INLET PROTECTION BLOCK AND GRAVEL N.C.T.C.O.G. STANDARD SPEC. 1130 SEDIMENT CONTROL FILTER FABRIC FENCE USAGE GUIDELINES A SEDIMENT CONTROL FENCE SHALL BE CONSTRUCTED NEAR THE DOWNSTREAM PERIMETER OF A DISTURBED AREA ALONG A CONTOUR TO INERCEPT SEDIMENT FROM OVERLAND RUNOFF CONNECT THE ENDS -4' MIN, TEE STEEL POSTS SPACED AT 6' TO 8'. SUCCESSIVE REINFORCEMENT SHEETS OR ROLLS A MIN. OF SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER A MAX. 6 TIMES WITH HOG RINGS. -FASTEN FABRIC TO TOP STRAND OF WELDED WIRE MESH (W.W.M.) FLOW THRU RATE OF 100 GPM/FT2 . SEDIMENT CONTROL FENCE BY HOG RINGS OR CORD AT A MAX. SPACING OF 15". IS NOT RECOMENDED TO CONTROL EROSION FROM A DRAINAGE AREA LARGER THAN 2 ACRES. GALV. WELDED WIRE 1*k \ A / 2" MESH (12.5 GA. MIN.) MAX. OPENING SIZE SHALL BE 2" x 4".2'3' LFILTER FABRIC MIN. WIDTH BACKFILL & FABRIC . - g0' HAND TAMP. FLOW _ EMBEDED POSTS 90' 18 MIN. OR ANCHOR IF ' 6" N ROCK. ATTACH THE W.W.M. &FABRIC ON F400 �) V VA\\VA\ V VAA\WA\ END POSTS USING 4 T -CLIPS. SECTION A -A PLACE 4" TO 8" OF FABRIC AGAINST THE TRENCHr/ SIDE AND APPROX. 2" ACROSS TRENCH BOTTOM IN IID UPSTREAM DIRECTION. MINIMUM TRENCH SIZE A SHALL BE 6" SQUARE. BACKFILL AND HAND TAMP. TEMPORARY SEDIMENT CONTROL FILTER FABRIC FENCE WIRE GRAVEL FILTER CONCRETE BLOCK DROP INLET PROTECTION N.T.S. d�CURB INLET ^nr CONCRETE BLOCK ,-C:URB INLET WIRE SCREEN Inin GRAVEL FILTER CURB INLET PROTECTION N.T.S. INLET PROTECTION BLOCK AND GRAVEL N.C.T.C.O.G. STANDARD SPEC. 1130 a�3 f: 2f aF :ae Ygv=v L;v 9n 5 •Y e8 �9a aeg mS y9e I S a i �E6 I I s Sia I NO. DATE REVISION 1 f WADETRIM 920 South Main Street, Suite 170 Grapevine, Texas 76051 www,wadetrim.com 817ABB.0050/877,533.9873 Building relationships on a foundation or excellence FAX: 817.488.0030 Pacheco Koch 6000 WESTERN PLACE, SUITE 625 FORT WORTH, TX 76107 817.412.7155 [ ...:1 TX REO. ENGINEERING FIRM F-469 L mmm J4 DALLAS „ FORTWORTH ....HOUSTON TX REO. SURVEYN0 FIRM LS-100080-01 TRAFFIC DETAILS 1 MAIN STREET RECONSTRUCTION �a C/TYOFROANOA,E, ,OENTONCOUNTY, MAWS `c a-SIGN DRAWN DA7F SCALE NOTES E/LE NO, TAV RRW 2013 N/A 3145-12.118 TC-2 DNr pr<-y°xr:a p.w<+< <rm e< a«a Tm •comer°,+ Barricade and Construction (BC) Standard Sheets General Notes w«I, zam uarro control o<n«e tar reszrcm a<e«a« prerpnOfietl pradst< «N Yz: sainms and mq ba fau,d er <mmem� 5i 1, The Barricade and Construction Standard Sheets CBC sheets) are intended to show Typical ^' Teraa D:parmmt of Tr<r�orta[nn examples for placement of temporary traffic control devices, construction pavement markings, carr op:,oDm<mm'a142 4.1 14 WL ,-re $ee and typical work zone signs. The information contained in these sheets meet or exceed the pn«,<am tw-wo requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). F 2. The development and design of the Traffic Control Plan (TCP) is the. responsibility of the Engineer. w® ao:Es� roa lm-r,mao oocuwns Ye€ 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed sit w«< T,arn. ca�m•I m.,a +mmmr Ht professional engineer for approval. The Engineer may develop, sign and seal Contractor mww„..t.mim.rpstmD:<.<Larr<„m' �' E4a proposed changes. <u«wmwr„m T,ar<ca�w o. .murm, e^9 4. The Contractor is responsible for installing and maintaining the traffic control devices mw”" ia= as shown in the plans. The Contractor may not move or change the approximate location ofj:mip�rowb�m�°oir.<a�s�D, s�� any device without the approval of the Engineer, egg 5. Geometric design of lane shifts and detours should, when possible, meet the applicable r'a design criteria contained in manuals such as the American Association of State Highway 8;a and Transportation Officials (AASHTO), "A Policy an Geometric Design of Highways and maS/..,;.�siaa,rm,•m«ew�<rr•Lnu, ag� Streets", the TxDOT "Roadway Design Manual" or engineering judgment. M<neM sa+<,Im sp<ar.<aew mlar 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas n,°mP=i/:.o.9;mL�o.:<,.a«/,<.«e•<«s<v,na.,e<Aun ^=° appear continuous to the motorists. If the adjacent project is completed first, the eoe Contractor shall erect the necessary warning signs as shown on these sheets, the TCP gas sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be - _ revised to show appropriate work zone distance. 7.. The Engineer may require duplicate warning signs on the median side of divided highways 9=a where median width will permit and traffic volumes justify the signing. ��• 8. Al signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual 5 shall be shown in the plans or the Engineer shall provide a detail to the Contractor � before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used, 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10; traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of all traffic control devices. 13. Inactive equipment and work vehicles, including workers' private vehicles must be parked ' away from travel lanes. They should be as close to the right-of-way line as possible, or. located behind o barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes= °XOrre�i<°V� m�rnmronspvl°Ilon 1. Workers on foot who ore exposed to traffic or to construction equipment within the BARRICADE AND CONSTRUCTION right-of-way shall wear high-visibility safety apparel meeting the requirements of SEA "American National Standard for High-Visibility Apparel" labeled as ANSI 1D7-2D04 GENERAL NOTES standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered AND REQUIREMENTS for high traffic volume work areas or GROUND MOUNTED SIGN SUPPORTS SKID MOUNTED WOOD SIGN SUPPORTS LONG/INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS ❑ a � "'°' t<a pn wmmwv m, m u•m r« trp« ipa a 2i� .lei <! Qst• `a<� a°, p z PERFORATED SOUPAE METAL TUBING Sgn i/Rn $/Pnl tlPM :i v .o n PY 5« Attl! ,< •r /�ti I � SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS "0N ..a�-v„�m _ s +ea �:e rb•m m,.n r„ac.�u uw s � wrrnr a ua,. sm ms ammray za:wr LEc P•v < I ANNEL � e lry. wiv Pmi z• .w�m , v v,••i n roet ad° r .4" . r v,^ n mD xor i/ mouror Ps�nim vwm r«aa • Du¢tsc vss «t vr.t �rt :"Naa r« va w� i rt / p„m, m+ ve• min 1• mm•tr+«,«ea'r ��< dR� � «a<• a«. ' � xx�a< aa.< saw v x . ,ro� m Pze< s�..<m. • <e t«wamm<sx• and ��o'� :m. .<w .Lmt• m< .w •taw a®. M<aP< s 2 w� wm <!.m m q«<a de,a o res a sa ;� x „x,t, bmm af. exas CeporYment N Tronrperrorlar pop<+ Y empHel a Av •iv m <°�<e''bt'to�m x<m Sm. Tiaflh <+'drw nvlSlT ON-- BARRICADE AND CONSTRUCTION t yr WDap PAST SYSTEM Qa1m' WEDGE ANCHORS m<, „e yam w�< w„n« s,•w,< _ �, «� u< s,o s,«a<e s.<w ... FOR caauep MOUNTED SIGN SUPPORTS 0 � s � m<: TYPICAL SIGN SUPPORT STANDARD night time work. 1 of 12 BC(1)-07 ❑ s« ea„ m <r �a«< w•,;a.• mr�Rx"%1!_1, ,mq •a. a wPw<e M e. Mq:.r. e<. .le «, e s„t°.a a.<m• m anm. 8 � e -0r u� HD SON Rim m,s«M mol iP•T 9A f: 2f aF :ae Ygv=v L;v 9n 5 •Y e8 �9a aeg mS y9e I S a i �E6 I I s Sia I NO. DATE REVISION 1 f WADETRIM 920 South Main Street, Suite 170 Grapevine, Texas 76051 www,wadetrim.com 817ABB.0050/877,533.9873 Building relationships on a foundation or excellence FAX: 817.488.0030 Pacheco Koch 6000 WESTERN PLACE, SUITE 625 FORT WORTH, TX 76107 817.412.7155 [ ...:1 TX REO. ENGINEERING FIRM F-469 L mmm J4 DALLAS „ FORTWORTH ....HOUSTON TX REO. SURVEYN0 FIRM LS-100080-01 TRAFFIC DETAILS 1 MAIN STREET RECONSTRUCTION �a C/TYOFROANOA,E, ,OENTONCOUNTY, MAWS `c a-SIGN DRAWN DA7F SCALE NOTES E/LE NO, TAV RRW 2013 N/A 3145-12.118 TC-2 DNr pr<-y°xr:a p.w<+< <rm e< a«a Tm •comer°,+ Barricade and Construction (BC) Standard Sheets General Notes w«I, zam uarro control o<n«e tar reszrcm a<e«a« prerpnOfietl pradst< «N Yz: sainms and mq ba fau,d er <mmem� 5i 1, The Barricade and Construction Standard Sheets CBC sheets) are intended to show Typical ^' Teraa D:parmmt of Tr<r�orta[nn examples for placement of temporary traffic control devices, construction pavement markings, carr op:,oDm<mm'a142 4.1 14 WL ,-re $ee and typical work zone signs. The information contained in these sheets meet or exceed the pn«,<am tw-wo requirements shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD). F 2. The development and design of the Traffic Control Plan (TCP) is the. responsibility of the Engineer. w® ao:Es� roa lm-r,mao oocuwns Ye€ 3. The Contractor may propose changes to the TCP that are signed and sealed by a licensed sit w«< T,arn. ca�m•I m.,a +mmmr Ht professional engineer for approval. The Engineer may develop, sign and seal Contractor mww„..t.mim.rpstmD:<.<Larr<„m' �' E4a proposed changes. <u«wmwr„m T,ar<ca�w o. .murm, e^9 4. The Contractor is responsible for installing and maintaining the traffic control devices mw”" ia= as shown in the plans. The Contractor may not move or change the approximate location ofj:mip�rowb�m�°oir.<a�s�D, s�� any device without the approval of the Engineer, egg 5. Geometric design of lane shifts and detours should, when possible, meet the applicable r'a design criteria contained in manuals such as the American Association of State Highway 8;a and Transportation Officials (AASHTO), "A Policy an Geometric Design of Highways and maS/..,;.�siaa,rm,•m«ew�<rr•Lnu, ag� Streets", the TxDOT "Roadway Design Manual" or engineering judgment. M<neM sa+<,Im sp<ar.<aew mlar 6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC FINES DOUBLE, and other advance warning signs if the signing would be redundant and the work areas n,°mP=i/:.o.9;mL�o.:<,.a«/,<.«e•<«s<v,na.,e<Aun ^=° appear continuous to the motorists. If the adjacent project is completed first, the eoe Contractor shall erect the necessary warning signs as shown on these sheets, the TCP gas sheets or as directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be - _ revised to show appropriate work zone distance. 7.. The Engineer may require duplicate warning signs on the median side of divided highways 9=a where median width will permit and traffic volumes justify the signing. ��• 8. Al signs shall be constructed in accordance with the details found in the "Standard Highway Sign Designs for Texas," latest edition. Sign details not shown in this manual 5 shall be shown in the plans or the Engineer shall provide a detail to the Contractor � before the sign is manufactured. 9. The temporary traffic control devices shown in the illustrations of the BC sheets are examples. As necessary, the Engineer will determine the most appropriate traffic control devices to be used, 10. As shown on BC(2), the OBEY WARNING SIGNS STATE LAW sign and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. 11. Except for devices required by Note 10; traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of all traffic control devices. 13. Inactive equipment and work vehicles, including workers' private vehicles must be parked ' away from travel lanes. They should be as close to the right-of-way line as possible, or. located behind o barrier or guardrail, or as approved by the Engineer. Worker Safety Apparel Notes= °XOrre�i<°V� m�rnmronspvl°Ilon 1. Workers on foot who ore exposed to traffic or to construction equipment within the BARRICADE AND CONSTRUCTION right-of-way shall wear high-visibility safety apparel meeting the requirements of SEA "American National Standard for High-Visibility Apparel" labeled as ANSI 1D7-2D04 GENERAL NOTES standard performance for Class 2 or 3 risk exposure. Class 3 garments should be considered AND REQUIREMENTS for high traffic volume work areas or GROUND MOUNTED SIGN SUPPORTS SKID MOUNTED WOOD SIGN SUPPORTS LONG/INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS ❑ a � "'°' t<a pn wmmwv m, m u•m r« trp« ipa a 2i� .lei <! Qst• `a<� a°, p z PERFORATED SOUPAE METAL TUBING Sgn i/Rn $/Pnl tlPM :i v .o n PY 5« Attl! ,< •r /�ti I � SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS "0N ..a�-v„�m _ s +ea �:e rb•m m,.n r„ac.�u uw s � wrrnr a ua,. sm ms ammray za:wr LEc P•v < I ANNEL � e lry. wiv Pmi z• .w�m , v v,••i n roet ad° r .4" . r v,^ n mD xor i/ mouror Ps�nim vwm r«aa • Du¢tsc vss «t vr.t �rt :"Naa r« va w� i rt / p„m, m+ ve• min 1• mm•tr+«,«ea'r ��< dR� � «a<• a«. ' � xx�a< aa.< saw v x . ,ro� m Pze< s�..<m. • <e t«wamm<sx• and ��o'� :m. .<w .Lmt• m< .w •taw a®. M<aP< s 2 w� wm <!.m m q«<a de,a o res a sa ;� x „x,t, bmm af. exas CeporYment N Tronrperrorlar pop<+ Y empHel a Av •iv m <°�<e''bt'to�m x<m Sm. Tiaflh <+'drw nvlSlT ON-- BARRICADE AND CONSTRUCTION t yr WDap PAST SYSTEM Qa1m' WEDGE ANCHORS m<, „e yam w�< w„n« s,•w,< _ �, «� u< s,o s,«a<e s.<w ... FOR caauep MOUNTED SIGN SUPPORTS 0 � s � m<: TYPICAL SIGN SUPPORT STANDARD <� ,a ❑ s« ea„ m <r �a«< w•,;a.• mr�Rx"%1!_1, ,mq •a. a wPw<e M e. Mq:.r. e<. .le «, e s„t°.a a.<m• m anm. 8 � oo° s e:” m°P"`id�r � s xo! e � sa,! .a 5 of 12 BC(5)-07 SON Rim m,s«M mol iP•T 9A ©lm�� e $ TYPE 1',I—RICADES TYPICAL LOCATION OF CROi 5 RwyPD 516mNCf� a W0. 4CK cnfo-m �lC O T -INTERSECTION cfo-u n TYPICAL CONSTRUCTION W4RN140 SIGN SIZE AND SPM ING SPACING i x 4l / �� Mme poitire vee ecro� mrmfee is ae rxe mmti. ROAD �eio-b - - % ® ,cm�eFehv.i'e.4 m°,a fl°'2 CLOSED _ . 5�9ti Comm- // PePaleed 59 . E�9 � i � G o- wn wvnxv - a-. wr b a-ar �d F r Coes Rpaa ree.vY SpoX•, p`e ��F COsmut X x x X X x �/ w� cv Feet LW2c MPH rx. CW22 4B" 40" 40" 40" JO 1101 €a h h F na � ,y,.t mo -a <n farms r>sz T Paas az / \ m x x 'C.22 4S 32G cwt Lwe•, 50 �gEE m CfPm © RoaEwaY �® wmaay nehc'a� omf ® � as mmv.n of 4 ay.:l ua o BGG.. LW , L 411 x Js L ., —1. J 6Ya gn° R' a A.lr ,ed 41 � LWK 6c 600e B `g a ai ua h.ie °+1 r e° zm'�I v=,•d o Iwa .nh rws .ia da'v w atnn Imlrnv,. mom =wJ' cw6°.©u>540 " 2a EE fi ,C_ m,f ao-Wx a - ermr.hrBwoam!t W :P0o-o^xmm'ryl enee15b 6J ui iM L ,.mnSrGMv sj,., .6a®eww,tuwmRriBMa5e r.n «a eml enrGa.l mm ,m°de ,'rmva mcwk.et4wb�a CWB-J, fe Cd IC090 uEae v«n �O.Awt'[d.„abate° 6meYIS eaw«see'w'!4RpmI+9nt •v Afro<nw d4efe�o-c.cp6e eeorwai aebt arex-dh! a Q'k E F' �Je6v" m, hN rt°dNs�C6bnn.aWm1 t° mreLm.'tIf ,ma.=T. ,ae b rtesmw�mg FlWin, a b eM N tlruv J. BsrJ m eu,' 1d owfae. u,° 4q:svrnw,cb., mq rem:e o:eeod rye ads m itln¢A eew vMiueaxartnemawilw,� Nvvs° tyw -1.9arktat rar tla rwe tmme le,e eclml ,. me 12—ce C3trN4 e4a i r4R.d q u, e,to,r wta Gaud fu h ce fviprlysrxm�r9u ve hur�!a ue M b cr F � Tu ea ml 4W 40 6V. eat N+v4� w4vae w onw wPm'M!e avu rrn edae'vd iyu me raped rneu :yv .a w' !er rJ H4mia Ba Pwa q, r .M., m ie rry T1 Il rvbd 1. ,Herr m G.. nab f. rervs qav O bo p W eae+an a a: qvw PLAN VIEW m Cern �, mfbN y,frrl .uhvv ravq 4 nl vw vNv 4`va e� � •ae 4 TAM Ottrk e, Ntl M re mfehvn Gee b�� b <Ns, n4Nrab of IFC b,}.A el mvWefm M awr Rwfm Fxy®A Marx x4Vv o r�'°cy h madr.e nqn w,rt CONES ,-4` yT�-, to ;1. 'J J 1 EOGELINE I Iy w,ete 4f 2 39 CHA4NEL12ER _ rl tlrav ' : W °i v � a.�va9 has ES 5 A4er-.,m ,e vdfc m,o-d bhn awy b rM.n Weawa h be rove for A9'r mbn vo,awW 6 nhn °wY °eoae F Ila YaenxNn vm wprmMe bNM mtd eer4u a rMn W <We M na+ One -Piece cones Tubular Marker .an e mh�v ux M pose to a rahN wO b � � 28" Cones shall have o min'vnum weight 'of 9 i/2 Ws, ovNae berr'c h� ue mP of uc tma ms. n b vavi!ae - vara ^®ad d ne a.aes* �' i ua dme w <, e:bmse h Ge Gprtv/ewctw, v9a bt W pba. ones moi m m, �ert:bl t`<bd<W v r� rl bN 42" 2 -Piece c sh II have reight of to M I-1 alncluding abase.mu _ _ � HA.n! 5P 6pe b rv:i °fr E� WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS SN LE LAYOUT OF SIGNING FOR WORK OEGINN'.NG AT THE CSJ UMTS m O [ cfo- 0 4 O w Rww�etel 46' w Om efo-b � Q � if M WlnW W IIV � IIV lfsJ a Xa b-77 a o- b MGM war. wmativ au em «me a oI uai 1�� u, ugla«mq«!w ea ... ass veal ua•yehLMu,rn.°s eo-u l��k' a� eu�lo u��a�mmm�emq,�ocaq rrr:< ai.er� a<.m eio-m ° eva eri.q Cerus CHANNELIZING DEVICES SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS u0m °o- :,We'""t �` i s"':'fem °` © aT n�6s� ' imi m, !ese i ROAD •• 0 x vwonKwtsteme4w ruweJ LoseD etrf '+"0 01M 5 0018" s'p''ztrJ N[ p�� aeevvarM ante exas Derlm d of Trons rfaflm LEGEND Trmrro 1,— anmw � � STANDARD.12 111, .11 111— p INw chrre emIarv !,.w Wa.m.wmnarmertm!vm iprayryWovrryWyG wWkean bvmbs9wkmIu< �gdeivteef masn �dWat, �4fP BARRICADE AND CONSTRUCTION aaeey,w',ltl.Waurdumbta esamlemuenrv Jeuaaerh:! emtn maa'imd dMmg,rehtrn rub e rwmF :,% e..Bry10 of 12 BC(10)-07 PVT a� ob Tw PROJECT LIMIT 0 ran. obtboh s eeivd a t wt w ower ogee, leaknef hon Im-Alae ©rvi MM e ro „atald, as aq eno.f w m a I.m.vn of Mdse r rr®• r eniv i c' `rte ""wte°nN1ene°w; a rme'ma v e 0Pa �r1-. j rem STANDARD roa ,vr� b !le laae eMl M Ee axiduee Wm rryvtl to IT IJe to mrm trebl of to caw amc T. B 0 - S 2 of 12 BC(2)-07 X ww r P me �� pP ©*MT -4 sof .� P}at '^T" x\t�c»for. ©B.B.F"io0w 'er tlwta °BoeDvua epc�rew°e.�e.. e ky m me a m ue nm a rmo-a W. $ TYPE 1',I—RICADES TYPE fl BARRICADE (POST AND SKID) TYPICAL APPCATION CULVERT WIDEN'.NG OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS tv eawea,l nye itm irerrw Gd✓d oarbv 16t IMrCI wee e b 5oV eked �Wt el a mrrv,ee PCorxame`f ��abeifcat ar mewcmr ave bwd e n� �+nnMiol—a �� Mme poitire vee ecro� mrmfee is ae rxe mmti. ROAD �eio-b - - % ® ,cm�eFehv.i'e.4 m°,a fl°'2 CLOSED _ . E`e --l", —v te,'y1 ml bin b my eedrne =ems u4 m mf r:i�a,me naeee ze ' =�E m.n�e M beG adee�elrm�m ems tbgsm awe sndoq.ohe°or� a vii m tti�e`: el�m'u: r�oo:..y.r elaaeae `e erm tM Hpt el romf.a ebpla tnmm M e nq !e Wtlm.. miY w tiv b°d el t'v d<aee �e`m arae Ee r�t ar ht!ue owv cayvr W+r A 'Oh pee h to <�7� \ ` eM1 mwnm°t I.a _ - -, Q4 ' .-yr, � ao1'Ta owe, K"r"Iv„iLbN'rhe ;uve�.ee1 "-� l 3f -�j- w TM PERSPECTIVE VIEW I ertc�f tla YM m w re .Y� & a a a� _ x�-.�a'��s�!e :a a'r er Mtad m bmrbaeer 6 . � ..0 by, trnn'aan, vase b evumv�tre TM• Wnwa braaaue am:a G. mem .ey�:!e m faw nan ml>N mw of ue de,M1,a ,• � — � °e •% w PERSPECTIVE VIEW r Detow� \ I I..av Ir pmR ma,a o, ea p9f 565 F g,a a by fxd vui b kwv u: rvn hm qwq ad b .rq,t save mse CMO w!m re�nevE o nvmr �,<w V, my mvb'm a a mri<a> ria e. 4 RoaEwaY �® wmaay nehc'a� omf ® � as mmv.n of 4 ay.:l ua o reb mei s�eapx�w of� 4�.m.C�wl ea!ttvv. wr, orT, mb a'�cm Vona oA w, tke eau m.e Ina w md� rtlwCn,rean.mePw o. '. ® teomf otl beth ab �w b,ey ai ua h.ie °+1 r e° zm'�I v=,•d o Iwa .nh rws .ia da'v w atnn Imlrnv,. � ,afieOe —� bpYq alv,tl elm, EE fi ,C_ tiq Iv bvrtrMu ,Am be rebwevative type < Wd� ° �e bAasaVxn,a WteN J,Rcfco!m m.,.od F Ue 6rcbn of Eels. PLAN VIEW m+� ® fiva � elmy hvn rtd�l � mk,e��nrvnip lmau r,ee b ew,•< E Barricades shall NOT "d�W be ml W <mtw er r°x.�. rM e� rM.0 a o e, mm, .w m a � stwx' ban na,a rpt fnt bwd ryae ®Ba,mxr B m xaa..aruN re!�mta 4S� sa` = 6e used Os C sign support. TYPICAL STRIPING DETNL FOR BARRICADE RAIL f. rervs qav O bo p W eae+an a a: qvw PLAN VIEW •pa T _ TT n � / 1 w ne L° /6"VbY 2 „cher2.: TYPICAL PANEL DETNL FOR SKID OR POST TYPE BARRICADES CONES ,-4` yT�-, to ;1. 'J J 1 EOGELINE I Iy w,ete 4f 2 39 CHA4NEL12ER _ $ �� na+ One -Piece cones Tubular Marker .an e mh�v ux M pose to a rahN wO b � � 28" Cones shall have o min'vnum weight 'of 9 i/2 Ws, ovNae berr'c h� ue mP of uc tma ms. n b vavi!ae ones moi m m, �ert:bl t`<bd<W v r� rl bN 42" 2 -Piece c sh II have reight of to M I-1 alncluding abase.mu bnha• sur tom, a m ' Ir m1•c- T..-Plece cones JO lbs. T, I'=--4 eY'dwap°t bmb, a w ma Word MeteeIl o,e eaPkaa °r°•ee � mmvn a 16 ttl�u F Iy! .t� ue'S •e i eW, kH e�gdrc, tv4gdnei wt a,'c dw b eWV"yetl v toe ued Wtr � TRAFFIC CONTROL FOR MATERIAL emne kP?> or 4— STOCKPILES Anv ® i la er °Oo me eh eb,.nvl.`o.oq,� e,mt reevoge v ,Iva, a •w+.�«rc �r•nmweef btw w w nbver«en Y a r w a m bN't fa rsWv.n 4. ne bnv ,„.. m wp sp.u< btretyl we Ae m.e4 1�a uolvb Cyrv'e<alo,f Reza, vane )[m e�uudlm�ly !v 6ryfrrt wvewa eo wt rePM1e ue eer«bhtl bats el eaq� a rddn°m ob br zz=�mee�M, eeww,a wwe rafw. wt atsMfe pHe iy and n'yIL Te reMebod baa. an ke<ee m!milyl m,lvay m rna r. Owvlmeamlh,erlatM�mfeab'm prs-w0. v:u aNv.be wlm De w �X maert n m ��prw.rM!e men r emw t ��n .me twreMr—if GbfrBrrTr—port [Ga n711"l-as —am 4=k 7. B-t�1 BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES iww � n ma m ole�spkkew � STANDARD.12 111, .11 111— p INw chrre emIarv !,.w Wa.m.wmnarmertm!vm iprayryWovrryWyG wWkean bvmbs9wkmIu< �gdeivteef masn �dWat, wmbraava,utrm�et.veae mrdrtrvrf rlwrceerv aaeey,w',ltl.Waurdumbta esamlemuenrv Jeuaaerh:! emtn maa'imd dMmg,rehtrn rub e rwmF :,% e..Bry10 of 12 BC(10)-07 PVT r tie a — ran. obtboh s eeivd a t wt w ower ogee, leaknef hon Im-Alae ©rvi MM e ro „atald, as aq eno.f w m a I.m.vn of Mdse r rr®• r eniv i awF� b roa ,vr� b !le laae eMl M Ee axiduee Wm rryvtl to IT IJe to mrm trebl of to caw amc T. B 0 - S k St to_ €TIN. =g7 `w4-5 e5- rgd TYPICAL MINIMUM CLEARANCES FOR LONG TERM MO INTERMEDIATE TERM SIGNS ROAD ROAD ^I.ADh­1ROAD ROAD ROAD ROAR MORK WORK MORK MORK AHEAD AHEAD AHEAD AkEAD - 6 a ° 9.b env¢ 4 9reew )A' nEn. 0 ).D' Imc mm. .D' inn. ,MwEs. < deader T = Writ poop vkb eaperle m vice Po -^4 0. 19 Ooat k W mal t< ad' Id as Ix iZn t and y p oDPeve auvgn pm,b. wp<m Nm NOT b Pk<ee mw .k'd, m o mem. er k.<rmA = W ^ poq,m we vIm<d m .Wag nw� u. lthb, b dbwe b . wa'Pt mmmt m< Irma b,<, SH,,- Pbguer IeeJ.rwy I, vice a rel cera Ne mlom IF— s9n IM - L CoNacOwF �nm�m. d - I n Nu ­"Tas Dk.m cv„¢+,m cd/w m It— by ua Ewyear. m axq b venbd h . 4.. em i, camp NOT ­oo�a<a i ati«n mmm �r _ d n a«wewre .:w IAe plw w m mead by b. D�pww. S"Jd1 b and to r<guw<, .moa mod efm Pus mfr boa9n ua .on zo^¢ o.asw ra. nam" Isrlsol. The 6.m% m ems^ ¢nom b u. pa, w m ue •sfmdma Np.% s ir_ u<o .f M ��_c h thi e0. <nh.1 th, 1-4 oI.f nr <nm, IT— i tete, the F'NpN w u; ceiralIri<e^ m;ltea ReplwN. Pvvme M ___t be tramvbl M na'zy Delore be'vp FrpsvrQi nd, m, :,-..< ammmlry 11< dagm n i amoa M,ry bit ne mpmb od [wbocb Mn'°tl ab dela b. v,ed span cMyea. ), ha fm4vcWr ahu Ndn wy oqi pypmm b 1 R IM Yanalmt Yoh Zwe T1111, Caard Late 11(Cv21[01. ib fa°trmtvr En. O.e C`�mu°mly twh Aemd IMV11 vu mamdacNo-e rmmmmm�ma X Nue b °questa, regaemq Ivtaaslmz P.Frgnev v myY of 6u mvNvc w v gvtc,vlm re<ammdat'w m ee E�gmm <m Y U 1 P p«e"' me boy I—g.D' m, m.. fM ¢gr, m mor d m U and npa«q ,me .b m,agd a am<e meanotm we/a enecl <b, , <Wg ea dvmted I, IM NI be m¢pe It" may kH.ry vd/w cmyo% bqm and 10. b Y b I I k9A1 0l TIN. L'tb pax S d D x Uid T f w6t be mukei I. .A,bvfea cw 'Ir, DaseO en the ip< of trod oy Wi m_ Th s e=TP>4 bg 9 t I , vJ bbb Ie I' bgn b L,e tYw of .wk Dunq y lamed. ria Cmhe<I. b rmparsN I �� 11< L mg Aeghl ad rvA,uda meet, mmulocbn. r«emmadwu M re9vd to amnur a and n of .erk re4rrmmb. n Lt-dI atoraa It ' my twt oamJ:e o lamlba rows ua, 3 h. a merm< < toM naw`a6mwr 'ink bot o«mole. a k<efien rose mom w< a%Iqt pnbd m m 5 e°Ya w nbb,e .mx bal:q a art -term st>w^mY - t,,_ °or Nat a 'e ° Izat'm nmre than I huu In o v' r mmcmka Iwdnapmuy`le 1 now. Im rqe a<r,T,f P•� - oh lxt morn <o,Ib+aWy w F.IermfiK^6Y t,1vDP*9 inr ,q tv clVarmaltlY LS m.:Me<I Da ay tom/Mvn6 to -tom igv a of Da at kasl) feel but rot we o-rn q In v ve W Dvrea a le mcapt s p t ATTACHMENT FOR L SIGN SUPPORTS Alam , to .m m my arQ ml Gl y W e <➢ �aYa wtv be by aottoddnq i � vteNa er .uta a� _ Pmdwe9 lm .1, ml w D It vle9 r nm/9 9 dl De c m c11 loo, b -I tln p arl °line N m «e L 2 Feet moos 1, Larg9am/rlundmle-lnm Sqv mq be med M ew of Ovat'nn iekq daub e Babamewaen,TPm a AKbe 4, w6TI mb, .1y vq dStM,,t -1 'd"' arads to ropnvte Lor�ylvrJmlvmatide d. 1bgL 6,vpwl Nails will NOT S6�rd«eguldwy dgm .11 be moa,ud c, k d r feet inn It more w, 9 Qat more ne p,ea mime regaam. of m,N vcb'. OF AGNS (�u $ P b„mt Q��°�� allowed. t T. uglx< IN. In< m: °r ,mom ;za <«, E. aorrnq ei-a .,m�mr'cine I, ar meeb .-.ne .peed, w< Im X VI C Ice § hid m m mom m ne'Tyb d Comhml;s W'm,Jq SEI Saa am Sp<ny' mini ¢non In RED), more igen �' d MORK oR Each sign i Tx emtrectw J.o .4. O< el mm anon m poen, u< et sh<y f,n TCD -I. er m armtee ty u< W'. sxra sremures p' nyP shall be attached \ t m umtreda hen w.e. m :� ¢c.h<I. k'a.lmd b �rm.e kb w mmode<bwr rmmmmeabm. for b» Iro, d ign tint b bks mese' mean„ temdm Inndra -I' ai Nm<m< veld by pmtrg vNl<kv. directly tD the ®apart mea ha cxzrrn dta snob aAvbate net <a, ,mom nn n. Nnerml tyJ.e ma mmam of sign ®upon.. z w K• tine mow' w. xor m ropers :m o.MDOQ, el be r of r..em¢ A.� S. ,µyore moll sign 1 H`.wd6e bM6r'NW k. p«6tlu Imrrtal Rvn 3 w moa V.11 bh. 11 �e 'IY kat V2" ISO by 6" .Ak, �dn,dy eA 111, DY I:'",m° support. Multiple signs shall not be 477 m ab 9glwx<x,,, h--1 nr Fah nam aa. < a d < 1 ma . m ig, ming .em umt do no, DmelroIF, I I of X. sq, Tho men NN be pines m bob ,b<s or bb .y<e e o s is¢ The Fapww m% ap,o,. 014, m<tnm, d ap,<1q m .9n row. °Raw joined or spliced by i hci's,e I bN relrw<r.aue and a°.wa<a a -N m«Qg ue ma rro "b." ­ Ty r<mrr<..^te °I -00 nr,UmMar, na.ElYdAnerON any means Wood la rgdEw Q°110 fm rdp aa Ti to, ­evGv h sum . °Civ z n'nm•Mq . rsdmolaO rroc KTogrn bl =,«di nbp%1 -1 It, mea Imo nb, ntn o .nle Dmx- FDw R<.Iw«a ym,x supports shall not be > 0, q J..hq meeag ue r<q%I m If ous-.wo Type E m,am<mt Pr bOb) den De and fn ,Ve ag. ne, ormq, jaE'rmg u,dwN<d Pnlactd agme meld Im6g R mm+ W clod pmt extended or repaired tmkgro-mde swalcmfzsF qAl .D warts d<.d .nm bo yl« m mvdo sing foo rota. by L Spam me.f b «alae .Nub Dab'^a 6 DE talvAnox by splicing or me mmb Jin b m me t . e ae w m mom red tine a oyeeet mine m �D•mm by tra rr.+,d Irq�. ea oe „`seir Th jai "I, e«1 °I w .apo 1L ,Nm A.nt k,qw Hai b, of k sad N..' " D W,oe other means. eemmDo,m Dino me Ko , E,1 I>•bm� I^ ue sbewe I6gn.% sg„ ee„ro b ra.ma'myDe or r..! mm mkmm,>w b <mwawae .n o.Pmbnwt slamaa. ma sPedr<nfiaa "i �o,iiwtla�`wew �i�mL rata 4 viva ,rod c Ixiw sypcvlc Tnus,m DLAL4 LE CxD I e� Yllm Iq+-fSTFC,IK SIWiIW e°:Wm ,IT �LTnwc t qm nq be ewfumg v de rat myy, tl. iy, aMl be remind v m bbb,/ c° ue4 L L-1 .loth er Inirrmed a aIbt hutdke m I— m,td Ebb, m b< I—— '. me..o9e 6 rot opseml¢ rldaiyp e`isgn rµpwt me.0 b< vesF..wUenea� atnmva, regadb1h 11 the III— If � k.`voa ,b Imam'wa „°Y sot e<.,I fm mxa Iwtmee m u: medm d .rues I;gn.ay. o, ^aa e7 A,wma6a. +nue w ssa STOP/SLOW PAOoLEs CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS L STOP/stmt pvm'm me 1J. mend b m a trdf: by 'agger¢ Re STOP/SLON a vue eANd`benz+" v z+° WITHIN THE PROJECT LIMITS a rro nem < Dewy atr� p ,%,_ Txe< Tyne mpewy L Neo m nos ,kdv Nd1 Id W Dared at 0 d1W. m ee to b. rind .. be r of er < veW.d beb.. t yarrows! a'qw me mod to pre vitae vl udF< b.e er re9Jah„ `�`.I, m e1 mvvaymnae mw<4 be molvhJ mod nhdl b< Vb maN m Amry at btrh pmEc, or enu nv,dm 1'.Icn .D Icer Na `' z in mea d N;' n. srav/sON Paine .rro b civ nnmErn fe <asmm IMT ar. ptw.eaN Mrmamw le burro agwoi' m Dona dmin-1. bdWE, o : Im. ma monfa^ ua Doose. a .. wtond« n<oey:tr d :yrt .mod mmn'.q n: dg^ ehmrag. 1 Siw/sOW prom vW b diodel b v eters ieA ° nvimm, 16<c1'ree, .bf a Pd,Q of M ul, and alms geagopncvl, rmmbmd, er oJNtl hiarmotun. 5. .YPD anal NOT be and le mry vyn 6. Dud tpe er vuo ea I role:. and WE b °fr+d !v v eq^ Imo Th. ee mvw6m <mr duuge fb relrvrenece'.ItY °f exelAq. of b' t° bbe IT- mtivn vT IT- 4. AigAb FrapwP,ee ble na STOP a SLOW prom fc e, V c Q:ue pro -, nr� a ,brl, zine nes Ile en+<, P rol ft- rMe gednm mmdy 'etl m °rood.% kumt wuWCD. `nowt 1. gv and rods I— ,MI be ­dd ad bIm h.1u,e ,pm mir7'etm^ IT .moi SCN SZWPoItI W9WI5 Nil my Ee m eoTuly hzo: 1 F SM®� 6E0.1 m, od:«v n n. TIMO. 1 r<r, Pa rem°t°ry a mK,g :qu m,rrat .Ib .aM1 zwa m,66,, u< Jm L qn aq� m re0.ie IM ua al eegAb 1° keep Irm Dvrvq aro, `H< g m w «,er wmww, ep, m. wmwaaf mining. mmw, w rem.:u�q o bag.a .ed' i ai rvs u< a`w rtw�"p�s�"`d m exas Oz�rtment or Transmrlallon pfd rrwnp oPndn,v anmm 1 M'ntd�, aim b a vnm<o,l dR, ae mind w rd«dee m. m aa°Dmwn b rvaNe io Imtvbb at oo Ivor¢ +. If <•SQ9 iqm me to b raw<lm m ndr erigha eoypmb neY Ntll be mtm<a m w�nrDq bmm I. r .n w . sin Slmemd eet M mmm .eqd 1 Pec , emv e1 hoc area m enu nota m;ecb ¢W ml b pmnand is ,, m ign eapwt .ignQ a inwa .k9n a mel 5 . we <m r el So b.. BARRICADE AND CONSTRUCTION D fi - mwmeng negib Jon w m ae s.m w a a`bk`Nm be 61 1, pry�e % amen, S� k,p«i°a anm be roam DI n aobk mawu um Qin. Icon rmalm TEMPORARY SIGN NOTES s. R mr , m m Ite'o..r robin, a NET b mod Imo 4 �� O p " ° dg m,rrg ova s. n Dw,.,<,t� d b remove mu raomfd -g I— q T lammf menta meq,d fw dmmlmnq deem Nam rot De moa rw STANDARD y Wim• -U, m• w<Nmitry rvµyab m axm w ne . 11b, ar S beemNd lacl coNrbde pinMmed Jfl n• iTINNt N.gheew.0h,nN ba M soiPrsra mb ''mn�dlaamt a'«aDma .wa eem a mMmwtl isvGrm bmv4 of 12 BC(4)-07 iSt.—arwnD< J' _ l< P% amu rw r<b<a6y maug ig,¢ amb adtlm.m mo-o1 n€amaatk D< prod `,M Sign I. A% IT wnFIT. I Jed« IMI m aDmk er 1m 1 br ne Ew the <ma th, IhI ©ice _ dh�mq b",, vl`ne eL'kevt° "I, Eon Na zu{pwLll 9. Smmegs Nul NO, ba P.11 Wv e. ab'd od WI rot be we0 11 kra 9-01 [mho/b vcti:m aper qnt Imo uerpm`otw'v4 lb dPb e.bby Sol i9^ ypwb F'acd m tlmea tJi IMWYt c `Im6_ Dlle OFpm} I,Kd rrpe zil bmrlomb.s nee oRToT Ilet Pot -N DST iCTYi s KO '°` xmJa u s/m• a<. nYpl ua pmmr da,aJrng mraE. L er havmeaate term vto6owy .ak zones m hee,oya, Jura ¢bWd be ep a�m ro! - rn momb9 ma = er .uta a� - mg r'grna °fr9 daub w�a Iry be .sem, ' 4. o;uv a �I axen<m< en<I <ayr afn ua Tbf I to of . m.FE vn:m ei c. m IDdam ndrW,D1.1, me w enpAa,t Wwk zw. horn amt's ­1arrzrcoll m n• ` [de e=` 8" ms ,yPi m = Piiml flea rope 6. 1 w a� <mbty Th. CvNmtar -1 Mrs a mmmvv yr N Imo to rapm<e ary gcsta men er,m, anal n<.a mmamr 1 ma z .bre°11b,, z'g6 scar .mors m iiia Walriu sl6r suns Re 5Ya Num -meet Ib IC'a.F v'vn ad Dvv 9 Qgvewnb' I. Jm,n I., I< o t<n-p:« d= ua -Ir of - Y D "p nyP xpmotea fro-° ua base .ten bey Nd by o I— -N It v :Peed of 2D ami w tat o<dastd ane to'Wain ne w w ,hue vW mese' mean„ temdm Inndra -I' ai Nm<m< veld by pmtrg vNl<kv. (Y U) 0. dI aM1N be <a¢bacted of ETqrl 6e.Ak, vJ fammk motenai iFe Cvdr«(w Ju'I NOi bwm ® ® T ® e° s'm me meld v eve pk« prof Jinn m mardee6'm eev'cm v nye e:ppal¢ ENCS y/ sr11-IT .qq preavl 1 wets Nv'emat gnl m a rrv,mvvn of n IrMm m IT be `s6 Rm Mfm a Fran my dmcRm. The kgbl .1 of awn wPt inner kmml:a m tenet ¢Mu b e mb�m„ r ni zs rod., nd 43 y,riL aA'Ii rlPFOiIKIRe45T1(FTWr. EN a v°Moa ANQ roxcr WPeEIa Qrs-azco arw IaArf zlszTta wrwTAt . 5. me tap of be -Z Awe ° rot i, Mme Imo <my vd r d be -To I. Jon .ora and w! ca'<cl Jbn. he Jul hue n mtiel in 12,.ores 9116 kM ev,eler Aelm !e r.RQL IT < mint of a .arJq rpt .adnq r.Qda I.a w npwo.ea °t' 6. Th 1=1 of Un awn bmy Nau Aer< o of fm dlnrati+p 2 = I_ivckmq c 5 ¢f � ®� I=m ). 6<sm Nal Aaa< < ma:wem .len er >s bd<, P mns,.n 4gM of , Gwe ese __c 'slid BACNWva 1?FC lxira 9FC FIC ZNTGSIRs vrwge, gA-dmvdy pdye,lyen Ite4E1 v Doer <oDrmd matW1 Rme (16" au mini KO '°` GEKAIL x016 f. Fcr Em9 loin ,tamrvy nrk sines .ire<.vYa Amo dm b m:d m N87 Vg ua pmmr da,aJrng mraE. L er havmeaate term vto6owy .ak zones m hee,oya, Jura ¢bWd be - prlmwy <NmneNbq m.lm but m% be reDlccd F twyvt ° «<fam by vafim pw.eL, yr I3' ten-p<ce cores. M lw9ml mduv w. M b w a .b ee IyrNmbne tl. Frq«v mal m% pmt m`W s I. md,bn - v ° �paa ePrejectaoI a , ma be tory 1 efpa4emy +wX zwea m M1ee.%a be m< b. w<imee °anmrcf�ng dev'v< M m% ba 'giros b lino., bm¢tiw ma tnngenl 1 w by info. pw.em, I.gpleca ew.e v y ew.m va w. 15 w�a Iry be .sem, ' 4. o;uv a �I axen<m< en<I <ayr afn ua Tbf I to of . m.FE vn:m ei c. m IDdam ndrW,D1.1, me w enpAa,t Wwk zw. horn amt's ­1arrzrcoll m s 1 m nalea matww J,J norm t w .ara ma Nd be N. fN­m¢cfu+ade markv w dafeda �t v dvavdy TYPICAL DEAD LIB BARRICADE INSTALLATION = Piiml flea rope 6. 1 w a� <mbty Th. CvNmtar -1 Mrs a mmmvv yr N Imo to rapm<e ary gcsta .. r 14wxinaa is inn eU� e^d.iab. m doom, era. < as �«Iw TI ,ganm Gv..AL DE.IaI NEOIae_' scar .mors m iiia Walriu sl6r suns Re 5Ya Num -meet Ib IC'a.F v'vn ad Dvv 9 Qgvewnb' I. Jm,n I., I< o t<n-p:« d= ua -Ir of b. u. Im N ­mom w •'bine° Jm1 b 14 edlm,. z 11. b% aaa bine a.Ml b<k logetAa F au -n P min's' W t Ne bmy amlmr Imfmra. _ _ xpmotea fro-° ua base .ten bey Nd by o I— -N It v :Peed of 2D ami w tat o<dastd ane to'Wain mlmi r uPrNern. I I mese' mean„ temdm Inndra -I' ai Nm<m< veld by pmtrg vNl<kv. (Y U) 0. dI aM1N be <a¢bacted of ETqrl 6e.Ak, vJ fammk motenai iFe Cvdr«(w Ju'I NOi bwm ® ® T ® e° s'm me meld v eve pk« prof Jinn m mardee6'm eev'cm v nye e:ppal¢ ENCS y/ sr11-IT .qq preavl 1 wets Nv'emat gnl m a rrv,mvvn of n IrMm m IT be `s6 Rm Mfm a Fran my dmcRm. The kgbl .1 of awn wPt inner kmml:a m tenet ¢Mu b e mb�m„ r ni zs rod., nd 43 y,riL aA'Ii rlPFOiIKIRe45T1(FTWr. EN a v°Moa ANQ roxcr WPeEIa Qrs-azco arw IaArf zlszTta wrwTAt . 5. me tap of be -Z Awe ° rot i, Mme Imo <my vd r d be -To I. Jon .ora and w! ca'<cl Jbn. he Jul hue n mtiel in 12,.ores 9116 kM ev,eler Aelm !e r.RQL IT < mint of a .arJq rpt .adnq r.Qda I.a w npwo.ea °t' 6. Th 1=1 of Un awn bmy Nau Aer< o of fm dlnrati+p 2 and .n a c:m„fw< t . m ret y -1111 -Id `bob«n WADETRIM 920 South Main Streets Suite 170 °./ t.e mya.d,D4., den rot ..sins z 'roam n e ®� I=m ). 6<sm Nal Aaa< < ma:wem .len er >s bd<, P mns,.n 4gM of , rZi = a, ad a nwm<, I bo tcouaeef .arrdwt aD< w. In x neJe dvm .tole ,ePvoL,9 ee veew4d bafrom Ile bb,'.. fl Pn,Dc Jvra Nell be < of Jho-viae(t -'d. 'slid BACNWva 1?FC lxira 9FC FIC ZNTGSIRs vrwge, gA-dmvdy pdye,lyen Ite4E1 v Doer <oDrmd matW1 s. bmn bdy Jd1 Mee I ^ me kuol v,gbt °f zY ba. °,d ,mrm„e wad -to ,ITT el n b¢ 1..m of ne Jwn body ,dl b i �t .mr arw.Dum os a i,a um­�u w: d,""e1111d RETRoREnEcnra -11 ­CT :1n mmnmN<rn . Erna` roma a,,,mea. 1. 11. atr'mea and v i Nwm mdl be mmiry 1of oft.afiee!`aq mmWftlq b. ,tory tr hg �,a1 bwi l,rea ,wlc« D<nry o w um IM! W, � mrcacn of w ,A�tbg eulAsr L to bines a1. be bqe mqA to me p to 50 b¢ ci az�4 TN, t ­.1m, fsm .'.b tx mint matn;d .M.aa +aq, beua, ss b n,aa w so It Imo.sm.m. M m!mt mar b e� b m: mote Dem .e bin Mae,°r OVw EdeceFrg d<rkm ca rppravd by ne Gpaay. SteW'y PI ,vdbv9s .11 be de.e4 M+ms Aeight IT avdb4a amore Pvrenul mE., mnY vol mceed a Mmm. 1 8mm kit bdi-n bWa,1 1m9 .kQi bet.em 40 b: mod So be. z. Tx M°•, eMu w! b xo.y mk<ta .dn, w mor aetert wt .aa t«m. mm�eee. to momrbta, pdmtr4a, n . <r... 4. WTm wee M rtpvu sa<91N'e t° Ireering, Juin N.N Nre Nen I.+®b be bauome .° mol . o nb. dI rot <mml w nrezo bees orma er n ratl 5. mil Jdl wt ba plvcd m Icy r Jams 6. Idnmxe. m% be usm to deme Eme el Jin-° fr pnrmmt aa.�m � saes 6xv*re In M dee ^roe aDro.. kpv eo ma It sI +6 «:hti, I'd. me<non w•�D e..r . mam,fodmwe a.bwmn. La. .nal b. Yimien 0. tYWN,�acgm¢z r o <rob ¢Po rq Tr.11Ilit, m 0. • 9 we nbJm Acro IO.vm RI avim w o vp red d e% % x Plywood, Aluminum or Metol sign substrates shall NOT be used on Plastic drums SIGNS, CHEVRONS, AND VERTICAL PANELS MOUNTED ON PLASTIC DRUMS t s�.,mol w pm,b Damm axu b mowfmN<e mnq Dvlea bled m ne CW2TN. eine,o ITIN dgm Jn m wn,ge xmyome eau N, inn.., . .TIT Tr« E Irwr EA" rw,mly _. I meeD'nq d0' I. and cuwalr"O -j ­ _. e h .ma r mrs-szoD. 'sq, Eme wmm;' mkm ° robs .pied M na P_z. 1E Prow ami b mind«mea .rro mmg< we J.ee e.<wq me<nhq IN, nmdra,.am el Dlrs-.doo Tn, c OEgn �.b Msxty1. P e°d efrlpm m Ynead Pmeb I shp, GIT lo.ed na 'nwdea ucekd ba 4. Dna IT -,,I, it'. m rynbafcl may b mod ea pwpmd br ua Engineer, sqI a°.ram.. ,m wt .areae trrNewe In .'gin or 24 nsaaa fi MgAL S S w I M Idkd uiwg v I/2 ITN Da'1 LnmcaD od vA !.O .csAua, vd ve bcMrg .rove Iv dam E. Nmnt'mbob w mrta .nm ba Uy mq gd ms m: m<D }arae, ably -,I rot 11" Imre Inm 11). cRAA Dm: root' bl Ibbo mnawm en . «t,e< of -11 tem¢ Wna, and b mvbn�pl°ne� dwn ar v Ga<d .1, wt Yin% p vy m,re 6 ma every A mnvn el Mrc Ol E t aaA locators eros ter M n, D4a 8 R99 R910 R9 -ti mod R9 4 k , Sd mvwtm to n Omea ixm ore R4 .IEe m% be w pasta , n IF WPrvrd of the Fagrcs exon Deportment or Tronsmrtorlon TYmne r'__ ares.. BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES STANDARD 8 of 12 BC(8)-07 -0®,W mz 9-0) fCi Sf IJi iNWYi O Toe In Dem Ill OEPag1MATAL WTmTAL a[CIFIG,Ip6 6F TYPICAL DEAD LIB BARRICADE INSTALLATION -I- Im Du -4R f l .. r 14wxinaa is .a­_nTrQn rttn a -+R scar .mors m iiia Walriu sl6r suns amlmr Imfmra. _ _ beubl }nle ono. _ _ _ l rmy.aa mlmi r uPrNern. I I slw�L�LSE olz -11gD W kc Kt rosin mors -run (Y U) §-GG ® ® T ® e° s'm er rolls °ml°;1 lm ENCS y/ sr11-IT leo' i I bawl geflwrvlma I Plmtirealr y,riL aA'Ii rlPFOiIKIRe45T1(FTWr. 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BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES STANDARD 8 of 12 BC(8)-07 -0®,W mz 9-0) fCi Sf IJi iNWYi TRAFFIC DETAILS 3 ` MAIN STREET RECONSTRUCTION C/TYOFROANOKE, 0ENTONCOUNTY, TEXAS DESIGN DROWN DATE SCALE NOTES FILE NO. TAV I RRW I 2013 I N/A 3145-12.118 TC -4 O Z W (Y U) tV NO. DATE REVISION 11 to 2 WADETRIM 920 South Main Streets Suite 170 Grapevines Texas 76051 www.wadetrim.com 817A88.00501877.533.9873 Y Building relationship. on a foundation of excellence FAX: 817.488.0030 p Z 6000WESTERN PLACE, SUITE 625 Pacheco Koch p FRT WORTH, TX 76187 817.412,7155 OC TX REG. ENGINEERING RRM F-469 ly DALLAS •• FORTWORTH ...HOUSTON TX REG. SURVEYING RRM LS -100080-01 TRAFFIC DETAILS 3 ` MAIN STREET RECONSTRUCTION C/TYOFROANOKE, 0ENTONCOUNTY, TEXAS DESIGN DROWN DATE SCALE NOTES FILE NO. TAV I RRW I 2013 I N/A 3145-12.118 TC -4