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3RD ST DRAINAGE IMPROVEMENT_UNKNOWN
CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 www.ci.la-oorte.tx.us Phone: (281)471-50201Fax (281)470-5005 July 8, 2013 Heath Lyle, P.E. Cobb Fendley & Associates 13430 Northwest Freeway Suite 1100 Houston, Texas 77040 Re: 3`d Street Drainage Improvement 1001/6Plan Comments Dear Mr. Lyle: Below are my comments for the above reference project. I have also attached Public Works comments. Please review and call me to discuss. Sheet 1. Revise cover sheet to include council members, mayor, city manager and city engineer approval. (Standard cover sheet) Sheet 2. Add storm sewer, water and drainage construction notes. Sheet 3i 3. Sidewalk width needs to be 5' with 3' min between curbs and sidewalk. General Note: 4. Changed 2 — 10x5 to 1 - 100 added 2' of depth. ? Need to discuss cost to reduce depth to 5'. Sheet 26: 5. Call out 100 yr overflow swale from Fairmont Pkwy to Drainage Channel. 6. Missing storm calculations (DA.M.) 7. Either add man hole prior to inlets leads or change from type B.B. to type H inlets for access. 8. Insure that design is compatible to take drainage area East @ H & A St — add man hole to allow for extension of storm sewer. 9. Show edge of pavement elevations @ side street ties and grade from existing to proposed paving all side streets. Lee, Peggy From: Lee, Peggy Sent: Tuesday, March 01, 2016 3:16 PM To: 'Emily Phalan' Cc: Tietjens, Tim Subject: FW: La Porte 2.2 - Final Revision and Project Completion Report Attachments: 20160301151848673.pdf Signed documents are attached. —Peggy From: Lee, Peggy Sent: Monday, February 29, 2016 3:27 PM To: 'Emily Phalan' <emily@grantworks.net> Cc: Tietjens, Tim <TietjensT@laportetx.gov> Subject: RE: La Porte 2.2 - Final Revision and Project Completion Report Emily, My fault. I didn't realize this was a revision to what we had previously sent you. I printed the documents and gave them to the City Manager to sign. I will send them to you as soon as possible. Thanks for the reminder. -Peggy From: Emily Phalan Imailto:emilyCcDarantworks.netl Sent: Monday, February 29, 2016 8:10 AM To: Tietjens, Tim <TietlensTCcDlaoortetx.Rov>; Lee, Peggy <LeeP@laportetx.¢ov> Subject: Re: La Porte 2.2 - Final Revision and Project Completion Report Hello Tim and Peggy, Has the City Manager had the opportunity to sign these documents yet? Thanks, Emily Emily Phalan, AICP Senior Project Manager I Community Development GrantWorks, Inc. 2201 Northland Drive Austin, Texas 78756 Phone: (512) 420-0303 ext. 319 Fax: (800) 893-7612 htti)://www.jzrantworks.net On Mon, Feb 22, 2016 at 9:24 AM, Emily Phalan <emily n,grantworks.net> wrote: Hello Tim and Peggy, During the GLO's review of the La Porte 2.2 - Third Street As-Builts plans, they noted a slight quantity change to the project linear feet - final total of 4874 from 4700 noted in the contract. They have asked us to submit a Revision and revise the PCR. Please find the documents attached for Mr. Alexander to sign. Let me know if you have any questions. Thanks, Emily Emily Phalan, AICP Senior Project Manager I Community Development GrantWorks, Inc. 2201 Northland Drive Austin, Texas 78756 Phone: (512) 420-0303 ext. 319 Fax: (800) 893-7612 http://vAvw.grantworks.net Sent: Monday, February 22, 2016 9:24 AM To: Tietjens, Tim; Lee, Peggy Subject: La Porte 2.2 - Final Revision and Project Completion Report Attachments: GLO_Project Completion Report - La Porte DRS 2.2 REVISED FOR SIGNATURE.pdf; La Porte DRS Round 2.2 -Letter of Re -Evaluation Revision 4.docx; City of La Porte DRS220231 Revision 4 - Performance Statement.pdf Hello Tim and Peggy, During-the-GLO!s.reuiew.oLthe.La.Porte-2.2=Third.Street.As=Builts.plans, they nootted.a.shght-quantity_change to the project -linear -feet - final,total.of-4874-from-_420O noted in the contract. They have asked us to.submit-a, Revisio and6-�revise.the-PGR. Please find the documents attached for Wr Alexandecto sign Let me know if you have any questions. Thanks, Emily Emily Phalan, AICP Senior Project Manager I Community Development GrantWorks, Inc. 2201 Northland Drive Austin, Texas 78756 Phone: (512) 420-0303 ext. 319 Fax: (800) 893-7612 http://www.grantworks.net . O` A p City of La Porte City Manager's O;*ce ii m Established 1892 The City of La Porte embraces our heritage, community values and opportunities, while enhancing the quality of life for our citizens. (A317) Letter of Re-evaluation of Environmental Finding February 29, 2016 Disaster Recovery Program 301 Congress Avenue, Suite 600 Austin, Texas 78701 Attn: Environmental Regulatory Officer RE: TxCDBG-DRS GLO Contract No. 12-484-000-6650 — City of La Porte Revision No. 4 Dear Disaster Recovery Program: This letter is to notify the Disaster Recovery Program that the City of La Porte has examined the Performance Statement Revision to its Disaster Recovery project and reviewed the Environmental Determination of the original project. The City of La Porte has determined that the original Finding of No Significant Impact (FONSI) is still valid (24 CFR 58.47) for the following reasons: 1) The amendment does not make changes to the project or add new activities not anticipated in the original scope of the project that are not covered by the original environmental determination or Finding of No Significant Impact (FONSI); and 2) No new circumstances or environmental conditions have arisen during project implementation. The Amended project activities are described below: Construction shall take place along the following site in La Porte, Texas: Flood and Drainage Location: HUD Performance Approximate Units: Facilities: Measure: From: Main Street 4,874 On: 3" Street To: Outfall structure south Linear Feet 4�49 of Fairmont Parkway The change in linear feet from 4,700 to 4,874 is a final adjustment in quantities. All work occurred within the original scope and project limits as defined in the Performance Statement: On 3rd Street from Main Street to Outfall structure south of Fairmont Parkway. This letter will be retained in our Environmental Review Record DRS220231-22354-1. Si erel, 5/ C rby Alexander City M ager 604 W. Fairmont Parkway ■ La Porte, Texas 77571 ■ (281) 470-5011 ■ www.loportetx.gov Texas General Land Office- Disaster Recovery HOUSING AND NON -HOUSING Project Completion Report Submit signed and scanned document to: DR.Status.Reporting@GLO.state.tx.us Grantee Name/DRS Reference #: City of La Porte GLO Contract Number: 12-484-000-6650 1 DUNS No. 010804755 Contract Start Date: Jun 29, 2012 Contract End Date: I Dec 31, 2015 ❑ HOUSING ® NON -HOUSING Part I. General Reports Certificate of Expenditures: GLO-DR Funds not Received (including pending draws) Activity GLO-DR Budget GLO-DR Funds GLO-DR Reserved Funds Unutilized Funds ,Local Contribution Percent Matched Drawn To -Date (Deob) 5 Flood/Drainage Facilities $3,851,139.00 $3,851,139.00 $0.00 $0.00 $167,376.82 30 Engineering/ArchitecturalSen $588,538.00 $588,538.00 $0.00 $0.00 $0.00 35 Environmental $7,000.00 $7,000.00 $0.00 $0.00 $0.00 33 Planning, Project Delivery $274,788.00 $192,351.60 $82,436.40 $0.00 $0.00 Total $4,721,465.00 $4,639,028.60 $82,436.40 $0.00 $167,376.82 3.5 % Civil Rights & Citizen Participation: Requirements met and forms attached: ® Equal Employment ® Section 3 ® Excessive Force Policy ® Section 504 Opportunity and Resolution Fair Housing Activity (describe): Fair Housing Notice ran in Houston Chronicle on 3/24/11 and 09/30/12. FHAST adopted 11/14/11. Final Public Hearing Comments: iNot required (Disaster Recovery Division) Final Public Hearing Date: Not Applicable Hearing Publication Date: Not Applicable Work Completed Date: Dec 31, 2015 Certifications: As chief elected official of the contractor jurisdiction, I certify that: a. All activities undertaken with funds provided under the contract identified in this report, have, to the best of my knowledge, been carried out in accordance with the contract agreement; b. The information contained in this Project Completion Report is accurate to the best of my knowledge; c. All records related to contractor activities are available for review; d. GLO-DR funds were not used to reduce the level of local financial support for housing and community development activities; e. No attempt to recover any capital costs of public improvements assisted in whole or in part with such funds by assessing any amount against properties owned and occupied by persons of low and moderate income, including any fee charged or assessment made as a condition of obtaining access to such public improvements unless (a) such funds are used to pay the proportion of such fee or assessment that related to the capital costs of such public improvements that are financed from revenue sources other than such funds; or (b) for purposes of assessing any amount against properties owned and occupied by persons of moderate income, contractor certifies that it lacks sufficient funds under this contract to comply with the requirements of clause (a); f. The persons to benefit from the activities described in Exhibit A, Performance Statement, of this contract are receiving service or a benefit from the use of the new or improved facilities and activities; g. For all activities undertaken with funds provided under the contract identified in this report, promotion of MBE participation has been undertaken; h. All requirements to Affirmatively Further Fair Housing have been met; and i. Proper provision has been made for the payment of all unpaid costs and unsettled third -party claims and the State of Texas is under no obligation to make any further payment to the recipient under the contract agreement in excess of the amount identified in the Certificate of Expenditures table as "GLO-DR Reserved Funds". ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 1 of 3 Hold the cursor over each field for instructions All previous versions no longer valid Corby Alexander, City Manager Name and Title (Print) Signatur Date Attachments: The following documents support this report. Publication, Final Public Hearing Project Map Evidence of Benefit not required (Disaster Recovery Division) attached (electronic copy) not required (no activities on private Original Submittal, ® Revision Date revised: also submitted via email Part II. Performance Report Report work performed, performance measures and beneficiary data for each contract budget activity Actual Accomplishments: Activity/Project: Project Description/Location: Project Accomplishments: Flood/Drainage Improvements Street Drainage - From: Main Street To: Outfall structure south of Fairmont Parkway of linear feet of public improvements Does the current Performance Statement accurately reflect the project location(s)? Total#: 1 4874 Have final project record drawings been received by the Contractor Locality? iYes, In digital fomat (original vector data) Check this box if this project includes Housing activities (other than water/sewer connections) ❑ HUD Performance Measures: Activity Objective Outcome 5 - Flood/Drainage Facilities 1. Suitable Living Environment 1113. Sustainability Benefit Indicator Facility/Infrastructure, no longer substandard Special Category lPres. Declared Disaster Area Beneficiary Detail - Activities on Public and/or Private Property Identify all activities that benefit the persons reported on this sheet; report beneficiary details for those persons and households. For Public and/or Private Property, fields marked in pink ('Total" or "Grand Total") must equal the total beneficiaries for the activity(s) in the contract Performance Statement. For Private Property ONLY, fields marked in yellow ("Total" or "Grand Total') must equal the total households served by the activity(s) in the contract Perf. Statement. Activity: 5 - Flood/Drainage Facilities Beneficiaries by Demographic: Gender Public and/or Private Property No. of Persons Male I Female Total 913 I 903 I 1,816 Private Property ONLY No. of Households (demographics of the Head of Household) Male Female Total Race Non -Hispanic Hispanic Sub -Total Non -Hispanic Hispanic Sub -Total White 802 270 1,072 Black/ African American 528 5 533 ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 2 of 3 Hold the cursor over each field for instructions All previous versions no longer valid American Indian/ Alaskan Native Other/ Multi -Racial Native Hawaiian/ Other Pacific Isl Grand Total: 23 0 23 4 4 8 8 171 179 0 1 1 1,816 Income Level No. of Persons No. of Owner Occupied Households No. of Renter Occupied Households Very Low (at or below 30%of the AMFI) 257 Low (31-50% of the AMFI) 268 Moderate (51-80%of the AMFI) 421 Non-Low/Moderate (above 80%of the AMFI) 870 Total I 1,816 Subtotal - All Low/Mod 946 Percent Low/Mod 52.09% 0 Click'T' button to include another Activity/Project. Part III Final Financial Interest Report Report all contracts executed under this TxCDBG contract that are valued at or above $2,000. Contracts with nn subcontractors Contract Amount Type of Services Business Name TxCDBG Funds Other Funds Total Dollars Extt red Engineering Cobb, Fendley & Associates, Inc. $588,538.00 $0.00 $588,538.00 3Q-12 Administration GrantWorks, Inc. $274,788.00 $0.00 $274,788.00 3Q-12 Construction/Rehab Paskeylncorporated $3,851,139.00 $167,376.82 $4,018,515.82 1Q-14 Other Prof Services URS Corporation $7,000.00 $0.00 $7,000.00 1Q-13 f.. At least one contract executed under this I xt utsv contract No contracts executea under tms i xt_utso contract Includes subcontracts valued at or above $10,000. �- include subcontracts valued at or above $10,000. Contracts with Prime and sub Contractors Contract Amount Type of Services TxCDBG Funds Other Funds Total Dollars Construction/Rehab $3,851,139.00 $167,376.82 $4,018,515.82 OIr Executed Prime (name) Paskeylncorporated $2,595,343.50 $167,376.82 $2,762,720.32 1Q-14 Subcontractor Legion Contracting Services $1,255,795.50 $0.00 $1,255,795.50 1Q-14 ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 3 of 3 Hold the cursor over each field for instructions All previous versions no longer valid CITY OF LA PORTE Grantee shall carry out the following activities in the target area identified in its 2008 Texas CDBG Disaster Recovery Supplemental Grant application to aid areas most impacted and distressed by Hurricanes Ike or Dolly. The persons to benefit from the activities described in this Performance Statement must be receiving service or a benefit from the use of the new or improved facilities and activities for the contract obligations to be fulfilled. Grantee shall ensure that the amount of funds expended for each activity described does not exceed the amount specified for such activity in the Budget. As a result of Hurricane Ike on September 13, 2008, the City sustained flooding that resulted in drainage infrastructure failure. The existing drainage system infrastructure failed to function because the current system was unable to convey the volume of water generated during Hurricane Ike. The failure of the drainage system to function threatened the public health, safety and welfare of all served by this facility due to flooding. The City is in need of adequately -sized drainage infrastructure to reduce flooding. Flood and Drainage Facilities-5 Third Street Drainage Grantee shall install a storm sewer trunk system along 3rd Street from outfall structure south of Fairmont Parkway to Main Street, including but not limited to clearing, utility relocations, pavement reconstruction, and outfall reconstruction in the 3`d Street Right-of-way ditch. The storm sewer trunk system includes but is not limited to removal and replacement of reinforced concrete pipe (RCP) storm sewer ranging in size from twenty- four inches to ninety-six inches (24 in. - 96 in.) or equivalent round size, the installation of reinforced concrete box (RCB) storm sewer ranging in size from nine feet by seven feet to ten feet by eight feet (9 ft. x 7 ft. - 10 ft. x 8 ft.) concrete headwalls, inlets, manholes, drain basins and outfall reconstruction. Grantee shall replace sidewalks and include curb ramps, make utility adjustments, and remove and replace signage. In addition, grantee shall alter the profile of the streets to accommodate the 100 year sheet flow, construct new concrete pavement with curb, re -construct driveways, and perform site work associated with construction to convey storm water into the drainage system. Proposed improvements will significantly increase the capacity of the storm sewer system and reduce flooding. Construction shall take place along the following site in La Porte, Texas: Flood and Drainage Location: HUD Performance Arioroximate Units: Facilities: Measure: On: 3`d Street From: Main Street Linear Feet 4.8744.700 To: Outfall structure south of Fairmont Parkway These activities shall benefit one thousand eight hundred sixteen (1,816) persons, of which nine hundred forty- six (946), or fifty-two percent (52%), are of low to moderate income. Engineering-30 Grantee shall ensure the amount of the funds expended for all eligible project -related engineering services, including preliminary and final design plans and specifications, all interim and final inspections, and all special services, does not exceed the amount specified for Engineering in the Budget. Project Delivery-33 Grantee shall ensure the amount of the funds expended for all eligible project -related "project delivery" administration activities, including the required annual program compliance and fiscal audit, does not exceed the amount specified for Project Delivery in the Budget. Project Delivery (Environmental)-35 Grantee shall ensure the amount of the funds expended for all eligible project -related "project delivery" environmental activities does not exceed the amount specified for Environmental in the Budget. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Lee, Peggy From: Lee, Peggy Sent: Friday, February O5, 2016 10:55 AM To: 'Emily Phalan'; Tietjens, Tim Subject: RE: La Porte 2.2 Project Completion Report for Signature Attachments: 20160205104858367.pdf Emily, See attached signatures, as requested. —Peggy Peggy Lee, Office Coordinator City of La Porte Planning & Development 604 W. Fairmont Parkway, La Porte, TX 77571 Phone: 281-470-5057 Fax: 281-470-5005 lee DCa la Do rtetx.2ov From: Emily Phalan [mailto:emily@grantworks.net] Sent: Wednesday, February 03, 2016 10:21 AM To: Tietjens, Tim <TietjensT@laportetx.gov>; Lee, Peggy <LeeP@laportetx.gov> Subject: La Porte 2.2 Project Completion Report for Signature Hello Tim and Peggy, Please find the La Porte 2.2 Project Completion Report and letter of transmittal to the GLO attached for Mr. Alexander to sign. Please email me a copy of both signed. I will send you the complete closeout package when I submit it to the GLO. I am sending the final draw for signature through the Public Works staff. Let me know if you have any questions. Thanks again, Emily Emily Phalan, AICP Senior Project Manager I Community Development GrantWorks, Inc. 2201 Northland Drive Austin, Texas 78756 Phone: (512) 420-0303 ext. 319 Fax: (800) 893-7612 http://),vww.gTantworks.net , Lee, Peggy From: Emily Phalan <emily@grantworks.net> Sent: Wednesday, February 03, 2016 10:21 AM To: Tietjens, Tim; Lee, Peggy Subject: La Porte 2.2 Project Completion Report for Signature Attachments: GLO-Project Completion Report - La Porte DRS 2.2 for signture.pdf; GLO Transmittal letter for PCR_La Porte 2.2.doc Hello Tim and Peggy, Please find the La Porte 2.2 Project Completion Report and letter of transmittal to the GLO attached for Mr. Alexander to sign. Please email me a copy of both signed. I will send you the complete closeout package when I submit it to the GLO. I am sending the final draw for signature through the Public Works staff. Let me know if you have any questions. Thanks again, Emily Emily Phalan, AICP Senior Project Manager I Community Development GrantWorks, Inc. 2201 Northland Drive Austin, Texas 78756 Phone: (512) 420-0303 ext. 319 Fax: (800) 893-7612 http://www.grantworks.net r 4F A t~i rpm City of La Porte City Manager's O>&e Esta6lisked 1892 The City of La Porte embraces our heritage, community values and opportunities, while enhancing the quality of life for our citizens. February 3, 2016 Texas General Land Office Attn: Disaster Recovery, Joshua Jackson P.O. Box 12873 Austin, Texas 78711 Re: La Porte DRS Round 2.2, DRS220231 I GLO No 12-484-000-6650 Project Completion Report - Letter of Transmittal Dear Mr. Jackson: Enclosed you will find the Project Closeout Report for La Porte DRS Round 2.2 and supporting documentation: 1) Texas Disaster Recovery Program - Grant Closeout Submittal Checklist 2) Project Completion Report 3) Fair Housing Activity 4) Project Map for Third Street Drainage 5) Certificate of Construction Completion 6) Final Wage Compliance Report 7) Equal Employment Opportunity (EEO) Requirements 8) Section 3 Requirements 9) Excessive Force Policy 10) Section 504 Requirements 11) Grant Ledger Report The project is 100% complete with only the final draws pending for construction, administration, and engineering. The City greatly appreciates the benefits of the grant project and if you have any questions please call our Grant Administrator Emily Phalan at 512-420-0303 ext. 319. Sincerely, Corby I der City Manager 604 W. Fairmont Parkway ■ La Porte, Texas 77571 ■ (281) 470-5011 ■ www.loportetx.gov Texas General Land Office - Disaster Recovery HOUSING AND NON -HOUSING Project Completion Report Submit signed and scanned document to: DR.Status.Reporting@GLO.state.tx.us Grantee Name/DRS Reference M City of La Porte GLO Contract Number. 12-484-000-6650 DUNS No. 010804755 Contract Start Date: I Jun 29, 2012 Contract End Date: I Dec 31, 2015 HOUSING ® NON -HOUSING Part I. General Reports Certificate of Expenditures: GLO-DR Funds not Received (including pending draws) Activity GLO-DR Budget GLO-DR Funds GLO-DR Reserved Funds Unutilized Funds Local Contribution Percent Drawn To -Date (Deob) 5 Flood/Drainage Facilities $3,851,139.00 $3,658,582.05 $192,556.95 $0.00 $167,376.82 30 Engineering/Architectural Sen $588,538.00 $500,257.30 $88,280.70 $0.00 $0.00 35 Environmental $7,000.00 $7,000.00 $0.00 $0.00 $0.00 33 Planning, Project Delivery $274,788.00 $192,351.60 $82,436.40 $0.00 $0.00 Total $4,721,465.00 $4,358,190.95 $363,274.05 $0.00 $167,376.82 3.5 % Civil Rights & Citizen Participation: Requirements met and forms attached: ® Equal Employment ® Section 3 ® Excessive Force Policy ® Section 504 Opportunity and Resolution Fair Housing Activity (describe): Fair Housing Notice ran in Houston Chronicle on 3/24/11 and 09/30/12. FHAST adopted 11/14/11. Final Public Hearing Comments: INot required (Disaster Recovery Division) Final Public Hearing Date: Not Applicable Hearing Publication Date: Not Applicable Work Completed Date: Dec 31, 2015 Certifications: As chief elected official of the contractor jurisdiction, I certify that: a. All activities undertaken with funds provided under the contract identified in this report, have, to the best of my knowledge, been carried out in accordance with the contract agreement; b. The information contained in this Project Completion Report is accurate to the best of my knowledge; c. All records related to contractor activities are available for review, d. GLO-DR funds were not used to reduce the level of local financial support for housing and community development activities; e. No attempt to recover any capital costs of public improvements assisted In whole or in part with such funds by assessing any amount against properties owned and occupied by persons of low and moderate income, including any fee charged or assessment made as a condition of obtaining access to such public improvements unless (a) such funds are used to pay the proportion of such fee or assessment that related to the capital costs of such public improvements that are financed from revenue sources other than such funds; or (b) for purposes of assessing any amount against properties owned and occupied by persons of moderate income, contractor certifies that it lacks sufficient funds under this contract to comply with the requirements of clause (a); f. The persons to benefit from the activities described in Exhibit A, Performance Statement, of this contract are receiving service or a benefit from the use of the new or improved facilities and activities; g. For all activities undertaken with funds provided under the contract identified in this report, promotion of MBE participation has been undertaken; h. All requirements to Affirmatively Further Fair Housing have been met; and i. Proper provision has been made for the payment of all unpaid costs and unsettled third -parry claims and the State of Texas is under no obligation to make any further payment to the recipient under the contract agreement in excess of the amount identified in the Certificate of Expenditures table as "GLO-DR Reserved Funds". ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 1 of 3 Hold the cursor over each field for instructions All previous versions no longer valid Corby Alexander, City Manager Name and Title (Print) Signature Date Attachments: The following documents support this report. Publication, Final Public Hearing Project Map Evidence of Benefit not required (Disaster Recovery Division) attached (electronic copy) not required (no activities on private property Original Submittal, ® Revision Date revised: also submitted via email rart n. rertormance Keport Report work performed, performance measures and beneficiary data for each contract budget activity. Actual Accomplishments: Activity/Project: Project Description/Location: Project Accomplishments: 5 - Flood/Drainage Improvements Street Drainage - From: Main Street To: Outfall structure south of Fairmont Parkway of linear feet of public improvements Does the current Performance Statement accurately reflect the project location(s)? Total a: 1 4700 Have final project record drawings been received by the Contractor Locality? Yes, in digital fomat (original vector data) Check this box if this project includes Housing activities (other than water/sewer connections) HUD Performance Measures: Activity IObjective IOutcome 5 - Flood/Drainage Facilities 1. Suitable Living Environment 3. Sustainability Benefit Indicator FacilityAnfrastructure, no longer substandard Special Category Pres. Declared Disaster Area Beneficiary Detail - Activities on Public and/or Private Property Identify all activities that benefit the persons reported on this sheet; report beneficiary details for those persons and households. For Public and/or Private Property, fields marked in pink ("Total" or "Grand Total") must equal the total beneficiaries for the activity(s) in the contract Performance Statement. For Private Property ONLY, fields marked in yellow ('Total" or "Grand Total") must equal the total households served by the activity(s) in the contract Perf. Statement. Activity: 5 - Flood/Drainage Facilities Beneficiaries by Demographic: Gender Public and/or Private Property No. of Persons Male I Female Total 913 I 903 11 1,816 Private Property ONLY No. of Households (demographics of the Head of Household) Male Female I Total IE= Race Non -Hispanic Hispanic Sub -Total Non -Hispanic Hispanic Sub -Total White 802 270 1,072 Black/ African American 528 5 533 ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 2 of 3 Hold the cursor over each field for instructions All previous versions no longer valid Asian 23 0 23 American Indian/ Alaskan Native 4 4 8 Other/ Multi -Racial 8 171 179 Native Hawaiian/ Other Pacific Islanc 0 1 1 Grand Total: 1,816 Income Level No. of Persons No. of Owner Occupied Households No. of Renter Occupied Households Very Low (at or below 30% of the AMFI) 257 Low (31-50% of the AMFI) 268 Moderate (51-80%of the AMFI) 420 Non-Low/Moderate (above 80% of the AMFI) 871 Total I 1,816 Subtotal - All Low/Mod 945 Percent Low/Mod 52.04% 0 Click "+" button to include another Activity/Project. Part III Final Financial Interest Report Report all contracts executed under this TxCDBG contract that are valued at or above $2,000. Contracts with no subcontractors Amount Type of Services Business Name TxCDBG Funds Other Funds Total Dollars a` Executed Engineering Cobb, Fendley & Associates, Inc. $588,538.00 $0.00 $588,538.00 3Q-12 Administration GrantWorks,Inc. $274,788.00 $0.00 $274,788.00 3Q-12 Construction/Rehab Paskeylncorporated $3,851,139.00 $167,376.82 $4,018,515.82 1Q-14 Other Prof Services URS Corporation $7,000.00 $0.00 $7,000.00 1Q-13 At least one contract executed under this TxCDBG contract No contracts executed under this TxCDBG contract includes subcontracts valued at or above $10,000. include subcontracts valued at or above $10,000. Contracts with Prime and Sub Contractors Contract Amount Type of Services TxCDBG Funds Other Funds Total Dollars Construction/Rehab $3,851,139.00 $167,376.82 $4,018,515.82 o" Executed Prime (name) Paskeylncorporated $2,595,343.50 $167,376.82 $2,762,720.32 1Q-14 Subcontractor Legion Contracting Services $1,255,795.50 $0.00 $1,255,795.50 1Q-14 ALL fields are required This form required as of July 1, 2012, rev. Feb 4, 2014. Page 3 of 3 Hold the cursor over each field for instructions All previous versions no longer valid MEETING AGENDA CobbFendley Subject 311D STREET PAVING AND DRAINAGE PROJECT Atte ees CobbFendley— Heath Lyle, Mark Urback / City of La Porte — Julian Garza, Tim Tietjens, Dave Mick, Don Pennell, James Clark, Rodney Slaton Date August 5, 2013 1. Project status and overview 2. Drainage issues 3. Paving issues and adjacent project coordination 4. Public utility conflicts 5. Private utility conflicts 6. Traffic control issues 7. Other issues CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 www.ci.1a-porte.tx.us Phone: (281)471-50201Fax (281)470.5005 July 8, 2013 Heath Lyle, P.E. Cobb Fendley & Associates 13430 Northwest Freeway Suite 1100 Houston, Texas 77040 Re: 3`d Street Drainage Improvement 100% Plan Comments Dear Mr. Lyle: Below are my comments for the above reference project. I have also attached Public Works comments. Please review and call me to discuss. Sheet 1: 1. Revise cover sheet to include council members, mayor, city manager and city engineer approval. (Standard cover sheet) Sheet 2: 2. Add storm sewer, water and drainage construction notes. Sheet 3: 3. Sidewalk width needs to be 5' with 3' min between curbs and sidewalk. General Note: 4. Changed 2 — 1 Ox5 to 1 - 1 Ox7 added 2' of depth. ? Need to discuss cost to reduce depth to 5'. Sheet 26: 5. Call out 100 yr overflow swale from Fairmont Pkwy to Drainage Channel. 6. Missing storm calculations (D.A.M.) 7. Either add man hole prior to inlets leads or change from type B.B. to type H inlets for access. 8. Insure that design is compatible to take drainage area East @ H & A St — add man hole to allow for extension of storm sewer. 9. Show edge of pavement elevations @ side street ties and grade from existing to proposed paving all side streets. Sheet 7: 10. Shows 4' typical side walk width conflicts with plans. 11. Change S.W. width to 5' all callouts. 12. Change min radius to 5' for driveway detail. 13. Callout limit of driveways unless directed by city engineer. 14. Remove saw cut call out for mountable curb. 15. Revise Sec A -A for ramp detail for mountable curb. 16. Notes: Revise note 8 to engineering department @ 281-470-5062. 17. Notes: Revise note 11 to be contractor's responsibility. 18. Notes: Correct spelling note 20. Sheet 8: 19. Revise note 3 from storm sewer to call out trench width. 20. Revise detail plan view on type C-1 inlet to call out'/4" expansion joint. She 2teShe 0 21. Revise note 2 to add and as needed during each work day. Sheets 21-25: 22. Label distance between signs ahead of lane closure. Sheets 26-36: 23. Label water line on plan view. Sheet 27: 24. Add type A inlet at North West comer. Sheet 29: 25. Add type A inlet at all corners. 26. Provide storm sewer lead to the east for future extension to drain Broadway. 27. Insure drainage area map includes capacity. Sheet 32: 28. Add type A inlets at all corners. Sheet 34: 29. Add type A inlet at all comers. 30. Provide storm sewer lead to the east for future extension to drain Broadway. 31. Insure drainage area map includes capacity. Sheet 35: 32. Show pavement elevations for side streets — typical. 33. Missing elevation callouts at North East comer for parking. 34. Elevation at PVI station 42+15 should be below 21.28. Sheet 36; 35. Add type A inlets to drain existing parking lot at lot lines. Approx location — Station 46+10 & 47+80. 36. Add sidewalk — West side of right of way. Sincerely, Julian Garza Jr., P.E. City Engineer City of La Porte, Texas 3rd STREET PAVING AND DRAINAGE IMPROVEMENTS: DRAINAGE AREA MAP AND CALCULATIONS PROJECT NO. - 1212026 AUGUST 2013 W4TEFUMFEVIEW Not intended for eieoinq o. panic pu.poe<+.or. b�g'vioa: HE4rH F. LI'LE P.E. Seim No.: 1329e6 Submitted By: °O1e1 411C.0it 1011 • ° CobbFendley .. Texas Registration No. 274 Civil Engineering • Construction Management • GIS/CADD • Land Development • Land Surveying Municipal • Right -of -Way • Site Development • Subsurface Utility Engineering Hydraulics/Hydrology • Telecommunications • Transportation • Utility Coordination 13430 Northwest Freeway, Suite 1100 1 Houston, Tetras 77040 1 Voice (713) 462-3242 1 Fax (713) 462.3262 1 www.cobbfendley.com .d Z. ' N .. r . I •� — - -- �- - 4 .; . . i� / � i �..,�,n}.fii Ili � I _ � - ... � e•++k',�. `� 9' PSt.�w..- `''€f.' '!�'k�.?.`. a'�'t Ile- / .�...+.-� ♦ w ti I s - �,�; # of x49; i •. '� .� •: i ♦ .ram � a' � � '�:.., 1 _iy �x i .. l`.!<y1'��..•.Iy� �. Raj'. 4-�.M Pr xg W W W W W W W W Wcc W w. » F » y to m S (7 W W G U Z 0 Q W W Y. LL Q h 5TH STREET W W W W F H N 10 Q 3 WDA4 WDAS WDA6 WDA7 WDA8 WDA9 WDA10 WDA11 =10.70AC.=11.09AC. =8.71AC. =8.74AC. =8.91AC. =8.70AC. =8.90AC. =7.61AC. WDA2 ee) V =4.98AC. .4 ERCP 4TH STREET M 3 ucruRF 1 N �PIPE STR STCi ::_., STRUCTURE4 IP �STRUCTURE6 jrRl "R? '.RUC"JREB _STRUCTURES ?-STRUCTURE 10 SrRUCTUREII /-,-PI E3 PIPE t-. �PIPE3 1 -PIPE? p: �: .. - _ ? PIPE 10 `PIPE 11 STRUCTURE15 DA 1 to STR. PIPE4 PIPES 15 =0.12 AC. STRUCTURE 3— 4 W w PIPE DESCRIPTION TABLE: PIPE DESCRIPTION 1 12'x5'BOX 2 rxs Box 3 12'x5'BOx 4 10'x5'Box 5 101.6 Box 6 10'x5' BOX 10k5'BOX 8 84' RCP 9 72' RCP 10 TY RCP 11 W RCP DRAINAGE AREA MAP DEPICTS DRANAGE AREAS EAST (EDA) AND WEST (WDA) OF THE MAIN STORM SEWER 5TH STREET TRUNK LINE. REFER TO PLAN & PROFILES FOR STORM SEWER LATERAL PIPES AND INLET STRUCTURE NAMES. 4TH STREET I gym" CobbFendley Texas Registration No. 274 13 W Northwest Freeway. Suite 1100 Houston. Texas 77UO 1- 713 462 3242 1 tax 713 462.3262 W www wbbfendley wm C f N 3RD STREET z Q N16U REiEYI rmx e.•v� +dam vc. s.Ni xo.: m� W 2N0 STREET 2ND STREET V EDA2 w EDA4 cr =7.91AC. — C4 =11.62AC. EDAS W EDA6 EDA7 EDA8 EDA9 EDA10 EDA11 =14.17AC. W=9.02AC.=9.09AC.=9.04AC.=9.84AC.=10.75AG.=7.87AC._ +z 0 CTIY OF LA PORT Q 1ST STREET f - K y 1ST STREET wIM W W W 3RD STREET PAVING AND ~ W W W W W DRAINAGE PROJECT > 11 04 STATE LOOP 410 H cc C ��er r_. 5 3 N y N W y STATE LOOP 410 ISSUE DAZE DESCRIPFM 117.1 a a. �t .. • . " ada �n°i m � �1� _3` PROJECT N0: 1212-026-0t -� DRAM4 BY: 1DB CHECKED BY: NRL TOTAL DRAINAGE scALe NDR2: VER1. 14 ' AREA=1-74. C OVERALL 3RD STREET Y TRUNK SEWER DRAINAGE AREA MAP Storm Sewer Tabulation Pape 1 Station Len Drn Area Rnoff Area x C To Rain Total Cap Val Pipe Invert Elev HGL Elev, Gmd / Rim ElevFIDcoeft (I)flow fullLine To Incr Total Iner Total Inlet Syst Size Slope DnF4.30 Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) ( n/hr) (cfe) (cfs) (ft/s) (In) (%) (ft)(ft) (ft) (ft) (ft) 1 End 80.293 0.00 174.4 0.00 0.00 113.4 0.0 53.0 2.9 432.2 524.4 7.31 60 0.27 3.768.76 8.83 10.11 12.67 x 144b 2 1 95A 77 0.00 174.3 0.65 0.00 113.3 0.0 52.7 2.9 333.0 423.4 5.55 60 0.18 4.139.69 9.79 12.67 12.32 Pipe - (2) x 144b 3 2 tOl.922 0.00 161.4 0.65 0.00 104.9 0.0 51.5 3.0 312.8 390.3 5.21 60 0.15 4.30 4.91 10.27 10.66 12.32 12.84 Pipe - (3) x 144b 4 3 168.891 0.00 154.7 0.65 0.00 100.6 0.0 50.2 3.0 304.1 373.7 6.08 60 0.22 4.91 5.92 11.09 11.76 12.84 13.03 Pipe - (4) x120b 5 4 166.74C 0.00 132.4 0.65 0.00 86.07 0.0 48.9 3.1 264.5 317.8 5.29 60 0.16 5.92 6.65 12.33 12.84 13.03 14.40 Pipe - (5) x120b 6 5 474.747 0.00 107.2 0.65 0.00 69.67 0.0 47.2 3.1 218.5 278.4 4.37 60 0.12 8.65 7.22 13.27 13.62 14.40 16.38 Pipe - (6) x120b 7 B 467.33f 0.00 89.46 0.65 0.00 58.15 0.0 45.3 3.2 186.7 278.2 3.73 60 0.12 7.22 7.78 13.92 14.17 16.38 17.23 Pipe - (7) x120b 8 7 70.55 0.00 71.62 0.65 0.00 46.55 0.0 43.5 3.3 152.9 201.9 4.11 84 0.10 7.78 8.25 14.39 14.61 17.23 17.69 Pipe - (8) 9 8 466.661 0.00 53.66 0.65 0.00 34.88 0.0 41.8 3.4 117.1 169.8 4.39 72 0.16 9.25 10.00 14.88 15.16 17.69 18.81 Pipe - (9) . 10 9 471.54.1 0.00 35.12 0.65 0.00 22.83 0.0 39.3 3.5 79.25 133.7 3.00 72 0.10 10.00 10.47 15.48 15.62 18.81 19.34 Pipe - (10) 11 10 M. W, 0.00 15.46 0.65 0.00 10.05 0.0 36.9 3.6 36.07 55.61 2.89 48 0.15 11.47 12.17 15.76 16.04 19.34 19.82 Pipe-(11) 12 11 94.547 0.00 2.14 0.00 0.00 1.39 0.0 33.6 3.8 5.25 57.22 0.42 48 0.16 12.17 12.32 16.17 16.17 19.82 20.10 Pipe - (12) 13 12 98.927 0.00 1.60 0.00 0.00 1.04 0.0 31.0 3.9 4.09 29.99 0.60 36 0.20 13.32 13.52 18.17 16.17 20.10 20.39 Pipe - (13) 14 13 117.29 0.00 1.05 0.00 0.00 0.68 0.0 28.3 4.3 2.90 29.53 0.46 36 0.20 13.52 13.75 16.18 16.18 20.39 20.49 Pipe - (14) 15 14 7.001 0.00 0.57 0.00 0.00 0.37 0.0 26A 4.3 1.58 17.10 1.90 24 0.57 14.76 14.80 16.18 15.24 20.49 20.35 Pipe - (83) 16 15 33.274 0.57 0.57 0.65 0.37 0.37 25.0 25.0 4.4 1.61 15.19 3.05 24 0.45 14.80 14.95 15.26 15.39, 20.35 20.60 Pipe - (84) 17 14 21.051 0.48 0.48 0.65 0.31 0.31 25.0 25.0 4.4 1.36 16.35 1.79 24 0.52 14.76 14.87 16.18 15.27 20.49 20.35 Pipe - (85) 18 13 43.489 0.55 0.55 0.65 0.38 0.36 25.0 25.0 4.4 1.56 16.09 1.83 24 0.51 14.46 14.68 16.18 15.11 20.39 20.60 Pipe - (82) 19 12 21.008 0.44 0.44 0.65 0.29 0.29 25.0 25.0 4.4 1.25 16.37 1.68 24 0.52 14.32 14.43 16.17 14.82 20.10 19.96 Pipe - (81) 20 12 7.003 0.10 0.10 0.65 0.07 0.07 25.0 25.0 4.4 0.28 19.11 1.04 24 0.71 14.32 14.37 16.17 14.55 20.10 19.98 Pipe - (80) 21 11 29.830 0.00 6.38 0.00 0.00 4.15 0.0 28.3 4.1 17.03 26.10 3.47 30 0.40 13.17 13.29 16.17 16.22 19.62 19.91 Pipe - (74) Project File: 3RD STREET FINAL 7-29-13.stm Number of lines: 89 Run Date: 7/29/2013 NOTES:Intensity - 84.14 / (Inlet time + 17.80) " 0.79; Return period =Yrs. 5 ; c = cir e - elllp b - box sWMs. w.00 Storm Sewer Tabulation Pape 2 Station Len Dmp Area RnoR Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev, Gmd / Rlm Elev ID Incr Total coeR (I) flow full :Une Line To Incr Total Inlet t Slze Slope Dn Up Dri Up On Up Llna r(m (R) (ay (ec) (C) (min) n) (In/hr) (cfs) (cfs) (ft/s) (In) (%) (ft) (R) (ft) (R) (ft) (R) 22 21 37.152 0.00 3.19 0.00 0.00 2.07 0.0 28.1 4.1 8.55 16.17 2.72 24 0.51 13.39 13.58 16.41 16.46 19.91 19.91 Pipe - (76) 23 22 20.000 3.19 3.19 0.65 2.07 2.07 28.0 28.0 4.1 8.57 15.99 2.73 24 0.50 13.68 13.78 16.57 16.60 19.91 19.22 Pipe - (77) 24 11 46.175 3.47 6.94 0.65 2.26 4.51 25.0 25.2 4.3 19.58 25.61 3.99 30 0.39 13.17 13.35 16.17 18.27 19.82 20.13 Pipe - (78) 25 24 38.136 3.47 3.47 0.65 2.26 2.26 25.0 25.0 4.4 9.83 15.98 3.13 24 0.50 13.45 13.64 16.52 18.59 20.13 20.13 Pipe - (79) 26 21 20.000 3.19 3.19 0.65 2.07 2.07 28.0 28.0 4.1 8.57 15.99 2.73 24 0.50 13.39 13.49 18.41 16.43 19.91 19.22 Pipe - (75) 27 10 55.915 0.00 10.76 0.00 0.00 6.99 0.0 28.3 4.1 28.76 41.83 4.07 36 0.39 11.70 11.92 15.76 15.87 19.34 19.24 Pipe - (70) 28 27 29.041 0.00 5.38 0.00 0.00 3.50 0.0 28.1 4.1 14.42 29.47 2.94 30 0.52 12.02 12.17 16.12 18.16 19.24 19.24 Pipe - (72) 29 28 20.000 5.38 5.38 0.65 3.50 3.50 28.0 28.0 4.1 14.45 29.00 2.94 30 0.50 12.27 12.37 16.29 16.32 19.24 18.64 Pipe - (73) 30 27 20.000 0.00 5.38 0.00 0.00 3.50 0.0 28.1 4.1 14.43 29.00 2.94 30 0.50 12.02 12.12 16.12 16.15 19.24 18.64 Pipe - (71) 31 30 10.000 5.38 5.38 0.65 3.50 3.50 28.0 28.0 4A 14.45 29.00 2.94 30 0.50 12.22 12.27 18.17 16.18 18.64 18.64 8 STREET EXT. 32 10 42.222 0.00 8.90 0.00 0.00 5.78 0.0 28.3 4.1 23.76 42.32 3.36 38 0.40 11.70 11.87 15.78 15.82 19.34 19.24 Pipe - (66) 33 32 29.001 0.00 4.45 0.00 0.00 2.89 0.0 28.1 4.1 11.92 29.50 2.43 30 0.52 11.97 12.12 15.99 16.02 19.24 19.24 Pipe - (68) 34 33 20.000 4.45 4.45 0.65 2.89 2.89 28.0 28.0 4.1 11.95 29.00 2.43 30 0.50 12.22 12.32 16.11 16.12 19.24 18.54 Pipe - (69) 35 32 20.000 4.45 4.45 0.65 2.89 2.89 28.0 28.0 4.1 11.95 15.99 3.80 24 0.50 11.97 12.07 15.99 16.05 19.24 18.64 Pipe - (07) 36 9 58.466 0.00 9.84 0.00 0.00 6.40 0.0 28.2 4.1 26.33 42.57 3.73 36 0.41 11.20 11.43 15.48 15.57 18.81 18.72 Pipe - (62) 37 36 29.000 0.00 4.92 0.00 0.00 3.20 0.0 28.1 4.1 13.19 16.27 4.20 24 0.52 11.53 11.68 15.78 15.88 18.72 18.72 Pipe - (64) 38 37 20.000 4.92 4.92 0.65 3.20 3.20 28.0 28.0 4.1 13.21 15.99 4.21 24 0.50 11.77 11.87 16.15 16.22 18.72 18.00 Pipe - (65) 39 9 42.408 0.00 8.70 0.00 0.00 5.66 25.0 28.2 4.1 23.27 42.23 3.29 36 0.40 11.20 11.37 15.48 15.53 18.81 18.72 Pipe - (58) 40' 39 29.001 0.00 4.35 0.00 0.00 2.83 0.0 28.1 4.1 11.66 16.27 3.71 24 0.52 11.47 11.62 15.70 15.77 18.72 18.72 Pipe - (60) 41 40 19.967 4.35 4.35 0.65 2.83 2.83 28.0 28.0 4A 11.68 16.01 3.72 24 0.50 11.72 11.112 15.98 16.04 18.72 18.10 Pipe - (61) 42 36 10.000 4.92 4.92 0.65 3.20 3.20 28.0 28.0 4.1 13.21 15.99 4.21 24 0.50 11.53 11.58 15.78 15.82 18.72 18.10 Pipe - (63) Project File: 3RD STREET FINAL 7-29-13.stm Number of lines: 89 Run Date: 7/29/2013 NOTES:Intensly = 84.14 / (Inlet time + 17.60) ^ 0.79; Return period =Yrs. 5 ; c - or a = ellip It - box Storm Sew. v9.90 Storm Sewer Tabulation Page 3 Station Len Dmg Area Rnoff Area x C Tc Rain Cap el Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID coat( (I) flow toll Line To Incr Total Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line JTotal (ft) (ac) (ac) (C) (min) (min) (In/hr) (cfs) (cfs) (fNs) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft) 43 39 20.000 4.35 4.35 0.65 2.83 2.83 28.0 28.0 4.1 11.68 15.99 3.72 24 0.50 11.47 11.57 15.70 15.75 18.72 18.10 Pipe - (59) 44 8 55.175 4.52 9.04 0.65 2.94 5.88 25.0 25.1 4.3 25.55 29.22 5.21 30 0.51 10.00 10.28 14.88 15.09 17.69 17.59 Pipe - (56) 45 44 28.050 4.52 4.52 0.85 2.94 2.94 25.0 25.0 4.4 12.80 15.98 4.08 24 0.50 10.38 10.52 15.51 15.60 17.59 17.59 Pipe - (57) 46 8 41.035 4.46 8.92 0.65 2.90 5.80 25.0 25.1 4.3 25.21 29.34 5.14 30 0.51 10.00 10.21 14.88 15.03 17.69 17.59 Pipe - (54) 47 46 28.415 4.46 4.46 0.65 2.90 2.90 25.0 25.0 4.4 12.63 15.88 4.02 24 0.49 10.31 10.45 15.44 15.53 17.59 17.59 Pipe - (55) 48 7 42.113 0.00 8.74 0.00 0.00 5.68 0.0 28.2 4.1 23.38 42.37 3.31 36 0.40 9.60 9.77 14.39 14.44 17.23 17.13 Pipe - (46) 49 48 29.000 0.00 4.37 0.00 0.00 2.84 0.0 28.1 4.1 11.72 16.27 3.73 24 0.52 9.87 10.02 14.61 14.69 17.13 17.13 Pipe - (48) 50 49 20.000 4.37 4.37 0.65 2.84 2.84 28.0 28.0 4.1 11.73 15.99 3.74 24 0.50 10.12 10.22 14.90 14.95 17.13 16.50 Pipe - (49) 51 7 58.238 0.00 9.10 0.00 0.00 5.92 0.0 28.2 4.1 24.35 41.71 3.44 36 0.39 9.60 9.82 14.39 14.48 17.23 17.13 Pipe - (50) 52 51 29.000 0.00 4.55 0.00 0.00 2.96 0.0 28.1 4.1 12.20 16.27 3.88 24 0.52 9.92 10.07 14.85 14.73 17.13 17.13 Pipe - (52) 53 52 20.000 4.55 4.55 0.65 2.96 2.96 28.0 28.0 4.1 12.22 15.99 3.89 24 0.50 10.07 10.17 14.96 15.02 17.13 16.50 Pipe - (53) 54 51 20.000 4.55 4.55 0.65 2.98 2.98 28.0 28.0 4.1 12.22 15.99 3.89 24 0.50 9.92 10.02 14.65 14.71 17.13 16.50 Pipe - (51) 55 48 20.000 4.37 4.37 0.65 2.84 2.84 28.0 28.0 4.1 11.73 15.99 3.74 24 0.50 9.87 9.97 14.61 14.66 17.13 16.50 Pipe - (47) 56 6 56.667 0.00 9.02 0.00 0.00 5.86 0.0 28.3 4.1 24.16 42.49 3.41 36 0.41 8.80 9.03 13.92 13.99 16.38 18.29 Pipe - (42) 57 56 28.997 0.00 4.51 0.00 0.00 2.93 0.0 28.1 4.1 12.09 26.38 2.48 30- 0.41 9.13 9.25 14.17 14.20 16.29 16.29 Pipe - (44) 58 57 20.002 4.51 4.51 0.65 2.93 2.93 28.0 28.0 4.1 12.11 15.99 3.86 24 0.50 9.35 9.45 14.27 14.33 16.29 16.20 Pipe - (45) 59 6 42.325 0.00 8.70 0.65 0.00 5.66 25.0 28.2 4.1 23.27 42.27 3.29 36 0.40 8.80 8.97 13.92 13.97 16.38 16.29 Pipe - (38) 60 59 29.000 0.00 4.35 0.00 0.00 2.83 0.0 28.1 4.1 11.66 16.27 3.71 24 0.52 9.07 9.22 14.14 14.22 16.29 16.29 Pipe -(40) 81 60 20.000 4.35 4.35 0.65 2.83 2.83 28.0 28.0 4.1 11.68 15.99 3.72 24 0.50 9.32 9.42 14.38 14.43 18.29 16.00 Pipe - (41) 82 56 20.000 4.51 4.51 0.65 2.93 2.93 28.0 28.0 4.1 12.11 15.99 3.86 24 0.50 9.13 9.23 14.17 14.23 16.29 16.00 Pipe - (43) 63 59 45.000 4.35 4.35 0.65 2.83 2.83 28.0 28.0 4.1 11.68 16.17 3.72 24 0.51 9.07 9.30 14.14 14.26 16.29 16.60 Pipe - (39) Project File: 3RD STREET FINAL 7-29-13.stm Number of lines: 89 Run Date: 7/29/2013 NOTES:Intensity = 84.14 / (Inlet time + 17.80) A 0.79; Return period -Yrs. 5 ; c = Gr a = ellip b = box sWM 8. r9.00 Page 4 Storm Sewer Tabulation Station Len Dmg Area Rnoff Area x C Tc Rein Total Cap el Pipe Invert Elev, HOL Elev Omd / Rim Elev Line ID coeff (1) now full Line To Iner Totel Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (ac) (ac) (C) (min) (min) (In/hr) (cis) (cfe) (fth) (In) (%) (ft) (ft) (ft) M (ft) (it) 64 5 58.116 0.00 14.16 0.00 0.00 9.20 0.0 33.2 3.8 34.92 71.07 3.63 42 0.50 6.65 6.93 13.27 13.34 14.40 14.29 Pipe - (36) 65 64 39.647 7.08 14.16 0.65 4.60 9.20 33.0 33.1 3.8 34.99 47.37 4.95 36 0.50 6.93 7.13 13.54 13.65 14.29 14.29 Pipe - (37) 66 65 20.000 7.08 7.08 0.65 4.60 4.60 33.0 33.0 3.8 17.52 29.00 3.57 30 0.50 7.13 7.23 14.03 14.07 14.29 14.70 G STREEET EXT 67 5 42.020 5.54 11.08 0.65 3.60 7.20 31.0 31.2 3.9 28.20 47.15 3.99 36 0.50 6.65 6.86 13.27 13.35 14.40 14.29 Pipe - (34) 68 67 39.694 5.54 5.54 0.65 3.60 3.60 31.0 31.0 3.9 14.15 29.11 2.88 30 0.50 6.86 7.08 13.59 13.64 14.29 14.29 Pipe - (35) 69 4 42.020 0.00 10.70 0.00 0.00 6.95 0.0 31.3 3.9 27.20 71.12 2.83 42 0.50 5.92 6.13 12.33 12.36 13.03 12.92 Pipe - (26) 70 4 56.117 0.00 11.62 0.00 0.00 7.55 0.0 31.3 3.9 29.55 71.07 3.07 42 0.50 5.92 6.20 12.33 12.38 13.03 12.92 Pipe - (30) 71 70 29.0D0 0.00 5.81 0.00 0.00 3.78 0.0 31.1 3.9 14.81 29.50 3.02 30 0.52 6.20 6.35 12.53 12.58 12.92 12.92 Pipe - (32) 72 71 20.000 5.81 5.81 0.65 3.78 3.78 31.0 31.0 3.9 14.84 29.00 3.02 30 0.50 6.34 6.44 12.68 12.70 12.92 12.80 Pipe - (33) 73 69 29.000 0.00 5.35 0.00 0.00 3.48 0.0 31.1 3.9 13.64 29.50 2.78 30 0.52 6.13 6.28 12.49 12.52 12.92 12.92 Pipe - (28) 74 73 20.000 5.35 5.35 0.65 3.48 3.48 31.0 31.0 3.9 13.67 29.00 2.78 30 0.50 6.28 6.38 12.61 12.64 12.92 12.60 Pipe - (29) 75 70 20.000 5.81 5.81 0.65 3.78 3.78 31.0 31.0 3.9 14.84 29.00 3.02 30 0.50 6.20 8.30 12.53 12.55 12.92 12.70 Pipe - (31) 76 69 20.000 5.35 5.35 0.65 3.48 3.48 31.0 31.0 3.9 13.67 29.00 2.78 30 0.50 6.13 6.23 12.49 12.51 12.92 12.80 Pipe - (27) 77 1 42.788 0.00 0.00 0.D0 0.00 0.00 0.0 0.0 0.0 70.00 72.61 2.95 66 0.05 3.98 4.00 9.69 9.71 12.67 13.10 EXIST PIPE BRO 78 3 56.243 0.00 4.28 0.00 0.00 2.78 0.0 28.4 4.1 11.41 25.65 2.32 30 0.39 4.91 5.13 11.09 11.13 12.84 12.73 Pipe - (22) 79 78 29.022 0.00 2.14 0.00 0.00 1.39 0.0 28.2 4.1 5.73 16.26 1.82 24 0.52 5.13 5.28 11.21 11.23 12.73 12.73 Pipe - (24) 80 79 20.000 2.14 2.14 0.65 1.39 1.39 28.0 28.0 4.1 5.75 15.99 1.83 24 0.50 5.28 5.38 11.28 11.30 12.73 12.40 Pipe - (25) 81 3 42.105 0.00 2.38 0.00 0.00 1.55 0.0 28.8 4.1 6.30 26.08 1.28 30 0.40 4.91 5.08 11.09 11.10 12.84 12.73 Pipe - (18) 82 81 28.997 0.00 1.19 0.00 0.00 0.77 0.0 28.3 4.1 3.18 15.72 1.01 24 0.48 5.08 5.22 11.12 11.13 12.73 12.73 Pipe - (20) 83 82 20.000 1.19 1.19 0.65 0.77 0.77 28.0 28.0 4.1 3.20 15.99 1.02 24 0.50 5.22 5.32 11.14 11.15 12.73 12.20 Pipe - (21) 84 78 20.000 2.14 2.14 0.65 1.39 1.39 28.0 28.0 4.1 5.75 15.99 1.83 24 0.50 5.13 6.23 11.21 11.23 12.73 12.00 Pipe - (23) Project File: 3RD STREET FINAL 7-29-13.stm Number of lines: 89 Run Date: 7/292013 NOTES:Intens8y = 84.14 / (Inlet time + 17.80) A 0.79; Return period -Yrs. 5 ; c = dr a = ellip b = box Storm Sewer Tabulation Pape a Station Len Dmp Area Rnoff Area x C Tc Rain Total cap at Pipe Invert Elev HOL Elev Omd / Rim Elev Line ID Incr Total coo ft (I) flow full Line To Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Line (ft) (SO (ac) (C) (min) (min) (In/hr) (Cis) (cfe) (ft/s) (In) (Ye) (ft) (ft) (ft) (ft) (ft) (tt) 85 81 20.001 1.19 1.19 0.65 0.77 0.77 28.0 28.0 4.1 3.20 15.99 1.02 24 0.50 5.08 5.18 11.12 11.13 12.73 12.20 Pipe - (19) 86 1 17.961 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 30.00 33.57 3.12 42 0.11 3.98 4.00 9.69 9.70 12.67 13.10 EXIST PIPE LCB 87 2 7.623 4.98 4.98 0.65 3.24 3.24 19.0 19.0 4.9 15.89 29.71 3.24 30 0.52 4.30 4.34 10.27 10.28 12.32 12.68 Pipe - (16) 88 2 21.528 7.91 7.91 0.65 5.14 5.14 19.0 19.0 4.9 25.24 29.32 5.14 30 0.51 4.30 4.41 10.27 10.35 12.32 12.66 Pipe - (17) 89 1 14.334 0.12 0.12 0.65 0.08 0.08 25.0 25.0 4.4 0.34 50.69 0.11 24 5.02 3.98 4.70 9.69 9.69 12.67 12.92 Pipe - (15) Project File: 3RD STREET FINAL 7-29.13.stm Number of lines: 89 Run Date: 7/29/2013 NOTES:Intensity - 84.14 / (Inlet time + 17.80) " 0.79; Return period =Yrs. 5 ; c = cir e - alllp b - box Storm Sear. v9.00 Garza, Julian From: Heath Lyle [HLYLE@cobbfendley. corn] Sent: Tuesday, August 06, 2013 3:13 PM To: jc7393@att.com Cc: Tietjens, Tim; Garza, Julian Subject: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street Attachments: 3rd St. ATT Coord Ltr.pdf John, Please find the attached letter that describes the utility coordination effort that needs to take place for the subject project. I look forward to working with you to resolve this matter. Heath Lyle, P.E. Project Manager Municipal Dept. hlyleCu cobbfendley.cotn Cobb, Fendley & Associates, Inc. TBPE Firm Regisrntion No.274 13430 Northwest Fwy, Suite 1100 1 Houston, 1:177040 Phone: 713.462.3242 1 Fas: 713.462.3262 I Nvww.cobbfcndley.com August 6, 2013 Mr. John Cowart Mgr-Eng Design AT&T Texas 6500 W. Loop South, Zone 1.3 Bellaire, Texas 77401 Ph. 713.660.5349 Re: 3'd Street Paving & Drainage Improvements G Street Utility Relocation Coordination Dear Mr. Cowart: on as CobbFendley VIA EMAIL Currently, the subject city project is scheduled to be advertised and bid in September of this year. The project consists of constructing a large trunk storm sewer and concrete pavement on 3 d Street from Fairmont Parkway to Main Street As previously discussed since June of this year, AT&T has a 15 MCD line that parallels the southern edge of pavement along "G" Street that is in conflict with a proposed 10 ft. x 5 ft. reinforced concrete box (RCB) storm sewer that is designed to relieve drainage concerns throughout the area. The project is part of a major initiative that the city is undertaking to improve drainage for their residents and the timely coordination of this utility conflict is of high importance. Per previous discussions with AT&T, (3) design options have informally been presented to remedy this conflict as follows: I. Steel Casing Option - Use a split steel casing through a junction box and move the AT&T lines up as far as possible in the junction box to minimize the hindrance to the proposed storm sewer. 2. Lower (1) MH Option — Lower one AT&T manhole and lower the existing lines beneath the proposed storm sewer. 3. Lower (2) MH Option — Lower two AT&T manholes and replace litres between manholes at an elevation beneath the proposed storm sewer. The City of La Porte requests that AT&T lower their lines beneath the proposed storm sewer which requires the movement of lines approximately eight feet at the intersection to eliminate all long term impacts on full functioning of the proposed 3" Street storm sewer. The City of La Porte also requests that AT&T execute the relocation in a timely manner so as to not adversely affect the overall construction schedule that is to begin this fall for a duration of approximately 12 months. The City of La Pone considers this matter of high importance so please provide a response to this request at your earlitst convenience. Sincerely, COBB, FENDLEY & ASSOCIATES, INC. vlt"ZA Heath Lyle, P.E. Project Manager Enclosures cc: Tim Tietjens, Director of Planning Julian Garza, City Engineer Garza, Julian From: COWART, JOHN L [jc7393@att.com] Sent: Wednesday, August 07, 2013 6:55 AM To: Heath Lyle Cc: Tietjens, Tim; Garza, Julian; WEST, JOHN L; LANDER, JONES C; WILLIAMSON, DENNIS V Subject: RE: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street Attachments: 3rd St. ATT Coord Ltr.pdf; 3rd St La Porte.pdf Mr. Lyle, After looking at you plan for 3Rd Street Storm Sewer in LaPorte, I have some questions. Do we have a let date/start date for the project? I see what can be some conflicts with the schedule and the logistics for what you are asking. One of the logistic problems is the fact that we have a manhole approximately 20-25 feet from the storm crossing which may limit the amount of vertical movement I can get on my ducts. This may require AT&T to rebuild that manhole in order to drop the ducts low enough. A rebuild is a long and involved process. The rebuild would need to be engineered a new conduit designed (for approximately 700') and that could take 12-16 weeks minimum. Also we have multiple cables in that run, copper and fiber, that would have to be totally re -spliced and this too could take months..Let us explore other options such as the casing option. Ducts are already high in the junction box and could be raised up further. Please contact me with any questions or comments. John Cowart Mgr. OSP Ping & Engrg Design AT & T Texas 6500 West Loop South Zone 1.3 Bellaire Texas 77401 713-660-5349 (office) 713-408-2263 (cell) TEXTING and DRIVING... It Can Wait. Take the pledge today and pass it on. Let me help you with all your communication needs. Call me to find out about U- verse !!! To order services please call 1-800-300-3788 and use referral code jc7393. This e-mail and any riles transmitted with it are the property of SBC, are confidential, and are intended solely for the use or the individual or entity to whom this e-mail is addressed. If you are not one of the named recipient(s) or otherwise have reason to believe that you have received this message in error, please notify the sender and delete this message immediately from your computer. Any other use, retention, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited From: Heath Lyle [mailto:HLYLE(acobbfendlev.coml Sent: Tuesday, August 06, 2013 3:13 PM To: COWART, JOHN L Cc: Tim Tietjens; Garza, Julian Subject: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street John, Please find the attached letter that describes the utility coordination effort that needs to take place for the subject project. I look forward to working with you to resolve this matter. Heath Lyle, P.E. Project Manager Municipal Dept. hlyleRcobbfendley.com Cobb, Fendley & Associates, Inc. TBPE Firm Rcgistmtion No 274 13430 Northwest Fwy, Suitc 1100 I Houston, TX 77040 Phonc: 713.462.3242 I Fax:713.462.3262 1 xvwvL.cobbfendley.com Garza, Julian From: Heath Lyle [HLYLE@cobbfendley.com) Sent: Wednesday, August 07, 2013 8:25 AM To: COWART, JOHN L Cc: Tietjens, Tim; Garza, Julian; WEST, JOHN L; LANDER, JONES C; WILLIAMSON, DENNIS V Subject: RE: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street Attachments: 3rd and G Street Conflict.pdf Mr. Cowart, Please find the attached current plan sheet for your use. The construction start date is not firmed up yet but you can use September 23rd for your planning purposes. As I stated in the letter, the city is seeking a long term solution that completely eliminates the conflict from their proposed storm sewer. Therefore, I think that the most productive course of action would be for AT&T to put together a schedule that accomplishes this request so the city can see how the AT&T plan fits into their construction schedule. If AT&T does everything they can to complete the relocation as quickly as possible, then the City of La Porte should have some latitude to work with them on the schedule. As previously mentioned, I've attached the most current design so let me know if there is anything more that I can provide to help resolve this matter. Please send the city any relocation design and schedule information that can be provided at your earliest convenience. From: COWART, JOHN L [mailto1c7393(sbatt.coml Sent: Wednesday, August 07, 2013 6:55 AM To: Heath Lyle Cc: Tim Tietjens; Garza, Julian; WEST, JOHN L; LANDER, JONES C; WILLIAMSON, DENNIS V Subject: RE: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street Mr. Lyle, After looking at you plan for 3M Street Storm Sewer in LaPorte, I have some questions. Do we have a let date/start date for the project? I see what can be some conflicts with the schedule and the logistics for what you are asking. One of the logistic problems is the fact that we have a manhole approximately 20-25 feet from the storm crossing which may limit the amount of vertical movement I can get on my ducts. This may require AT&T to rebuild that manhole in order to drop the ducts low enough. A rebuild is a long and involved process. The rebuild would need to be engineered a new conduit designed (for approximately 700') and that could take 12-16 weeks minimum. Also we have multiple cables in that run, copper and fiber, that would have to be totally re -spliced and this too could take months..Let us explore other options such as the casing option. Ducts are already high in the junction box and could be raised up further. Please contact me with any questions or comments. John Cowart Mgr. OSP Ping & Engrg Design AT & T Texas 6500 West Loop South Zone 1. Bellaire Texas 77401 713-660-5349 (office) 713-408-2263 (cell) TEXTING and DRIVING... It Can Wait. Take the pledge today and pass it on. Let me help you with all your communication needs. Call me to find out about U- verse !!! To order services please call 1.800-3003788 and use referral code jc7393. This e-mail and any riles transmitted with it are the property of SBC, are confidential, and are intended solely for the use of the Individual or entity to whom this e-mail is addressed. If you are not one of the named recipient(s) or otherwise have reason to believe that you have received this message in error, please notify the sender and delete this message Immediately from your computer. Any other use, retention, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited From: Heath Lyle[mailto:HLYLE(cbcobbfendlev.coml Sent: Tuesday, August 06, 2013 3:13 PM To: COWART, JOHN L Cc: Tim Tietjens; Garza, Julian Subject: City of La Porte 3rd Street Project - Utility relocation at 3rd and G Street John, Please find the attached letter that describes the utility coordination effort that needs to take place for the subject project. I look forward to working with you to resolve this matter. Heath Lyle, P.E. Project Manager Municipal Dept. hlyle@cobbfendley.co cobbfendley_.com Cobb, Fendley & Associates, Inc. TBPE Firm Registration No.274 13430 Northwest Fwy, Stutc 1100 1 Houston,1177040 Phone: 713.462.3242 1 Fax:713.462.3262 1 www.cobbfendley.com CITY OF LA PORTE TEXAS CONSTRUCTION PLANS FOR: 3RD STREET PAVING AND DRAINAGE IMPROVEMENTS 100% SUBMITTAL AUGUST 2013 O N I� Sheet Ust Tabu s1..1 TWO 1 COVEIR 2 HARRIS COUNTY EXPRESS RENEW SHEET 3 GENERAL NOTES 4 PAWNS DUALS 5 WATER DUALS a STORY WATER POLLUTION PiEYEITION DETAILS 7 SAWTARY DUALS a SIDEWALK DUALS 9 STORY DETAILS 10 SURVEY CONTROL 11 DEMOLITION LAYOUT 1 OF 3 12 DEMOLITION LAYOUT 2 OF 3 13 DEMOLITION LAYOUT 3 OF 3 14 fEDMUIUC LAYOUT 1 OF 3 15 CEOIVHOC LAYOUT 2 OF 3 to GDDMURIC LAYOUT 3 OF 3 17 STORM LAYOUT 1 OF 2 19 SIORW LAYOUT 2 OF 2 STORY EATER POLLUTION PREVENTION 19 PLAN LAYOUT 1 OF 3 STORY WATER POLLUTION PFEYENOON 20 PLAN LAYOUT 2 OF 3 STOW EATER POLLUTION PREVENTION 21 PLAN LAYOUT 3 OF 3 22 TYPICAL TRAFFIC CONTROL PHASE 1 23 TYPICAL TRAFFIC CONTROL PHASE 0 24 TRAFFIC CONTROL PLAN FAIRMONT PARKWAY PHASE 1 25 TRAFFIC CONTROL PLAN FAIRMONT PARKWAY PHASE 0 28 TRAFFIC OONIROL PLAN WEST MAN STREET 27 TRAFFIC CONTROL DUALS 2s 3RD STREET PLAN at PROFILE STA 0+50 TO 5+50 29 3RD STREET PLAN & PROFILE STILL 5+50 TO 10+00 30 SID STREET PLAN Q PROFILE STA.10+00 TO 14+50 31 3RD STREET PLAN A PROFILE STA 14+50 TO 19+00 32 30 STREET PLAN A PROFILE STA 19+00 TO 23+80 33 3RD SKEET PLAN ! PROFILE STA. 23+60 TO 25+00 34 3RD STREET RAN & PROFILE STA. 28+00 TO 32+50 35 3RD STREET PLAN ! PROFILE STA. 32+50 TO 37+00 36 3RD STREET PLAN A PROFILE STA. 37+00 TO 41+50 37 3RD STREET PLAN ! PROFILE STA. 41+50 TO 46+00 35 59) STREET PLAN & PROFILE STA 4a+00 TO 50+50 I x W Y ,@S � �e�tSHE� ROW TO 1r CobbFendley Teats Repb48tbn No. 274 13430 NWUnK6t Freeway. Suite 1100 Houston. Texas 77040 13.462.32421 Tax 713.462.32621 wwwmbNedby. NR301 REVEw NN Yi1�NC b Nu4uclb4 py:�,NGM N. IRE r.E s.w rd w�s.a w�. .uwsr seu COVER SHEET am 1 or 38 t r 1. PAVTNG 2. L 11(7T nulWa d IMMD _f a emd snacM d mcarz _m �_�+ n. mt Ao nAmwE d sTm: i-��- DRIVEWAYS - ♦ N.Aea O W.[vf MW6 rM),RD _R(A_ L wlw[ W1T Si„bq ep[W1r °[iAa Mrpa PRE APPA L&MS ACCCSR ROAD - ❑ ImWm .rD. d W ,) VA ❑Wna .A WA CIRlBMO l 61.aAII ,M .m,6 tpN[ A,IWIO [' aNK r. ■.f O N o ... W ouwDO la rrorWO� Oml u .mMa NO O1nm TRAFFIC CONStDQ 110NS Mow R ❑aumwmdb]Or RMara® • m» wz.r mw Ma ao.» d am L ILR / RLM TURN VNf • MJ IIIl / adl luN UK a rO1® - O YIt / ICO IIRI NK O WpN, d 961 ❑w.00S Madld w..a1O®Tw, • INVrc mlm ae.. d sm a a �r x maw.• �� 4 • xP AYii !Wl a tlNNO / n0,m0, ❑ !mx I.ANO sv«[ mwa D.c ema +o I4orD ser a sm ❑ NfI® iW[C PaIY Pr dwmi wNMN • o nwrc .N.n .,NAf a NOMm ❑ root .ARID warm xA] sv M.wxm d dam mrzan d..w[ ,R• ICPI.NY: RSOWIDN 4 SEWER OMO,On NLi. ❑ aR& UR aY OTRICr: E grbl❑ WATER ND WASIND♦ ISfON fREOIFNCY ❑ ❑ PPNAt IEF SKIEY /NO .dML OSSrTE i ❑ ' iEA WDl❑i .m❑ OMERmtEA:H.C. WASTE WA T No. cwoNLaH )11�R NowIICN fVID ENW %AIMW GWNALE UNR NO. Oo4Mw .d A A®nIDON RAT aes mLNn dTCH ❑mwI ■ IERCRZNG XANCF Mo maEc amAor [° FOR WA MD %AT __E��m❑TC[O M! .PERYO r TER Y. PAT [ror a ❑. .P OInN ❑ OSSF RNMIIG T ❑N, _Omr ro ,w WG w+OOm CIIW Mr R: aA ❑ rz "N INTO fOr1 lOR UN7S A '/ ROr/ . rmMs g111[ a NAA@ _ MA ,Q, R p Wql Ip0$ dd ON O xPIfIP r' PMGI IO RTCNTION: d S[YR OId14R WO OPAM RW ® OR ar i LL. OM1 d NAalb ArTrn pLIErtx1N (r'REausLD): a sm s t1A rm d_ ❑an. N wca Aml¢Id rR sm 7, •LOOD CONTROL DISTRICT CRITERIA snawvd ma:b ami I.Mw ua! der .=.m=-mqk aawL Aw u..r mmol w Mwa a,mA.. wo,am I tWWIWP mOlb Id M AtlV20 w MY R°a 4 NP1M10 er 0AQ rlMli _ roo Leo � I L Inni 3Q d M4 w a •.m d118 AMa g. FLOOD PLAIN STATUS f[.1 rvNrAWWss�� No, N.sdx: Aealmra M r.aD(s) ds i-stA fC� 0 v,.wln d.N ❑ [mar ux.rzP w ds.om xoa r 1°Viro MMl.lr w wr Y p.[ d 9n® !OS Y. muWArz nnmaAN ea+Dd+d sraminb Laws tmNwMs IAmd ra� :L, ONa noa md1L,J p O I°Glro N M ,o-,w OmIAw ❑ IRdJm w oNm o¢. low m-d-vN. pibrz a+a nam p a L .-x nabn°mNr N,dr. O mlam OlVid M(IYNO. eCSMYM uRD wNo O.wn nDLIM1+ Iaoaro vo ° (No mai: mla �Ib axl ®' MOIO4 O[woK dlb n0 ArNr-,r.A.,rrr.,rr.m..,b�.wyy ,Mr. rt p raTSIIxO� 011.grreOS M L,Y [I°m tn(t wWn ILS M.LLr d [WIWOr e6d M N4 RdO L ....•. �ar M � roaA 4 1WY qw[ OF wm Q Na®q a N.� mwurtn nnmAr w eeL mots tL RR. OLW1W l>m� L M O6 FARM IPLL qd[ d WIPY NaOa➢ M. 410.w IIW M ,[Y oDAwm nmwl: C [LL MLA M n091M a 9A�1 d Pal • mw,. st, sm.em�awnv nu iu irr ❑uu wawa ❑D4r Am.m 1 v w.m�_y6B[m l.ax�Ryr1 ❑ aawn w sea. d amisl • .m ARAIWm KEY •oc IDI rvRl, W.. a IaorOD POSE d FIANAIS CWMY 0.0. W. ❑ unm • mmaxTb � emam p da 11 CURB RAMPS/SIDEWALK M RAIIs nYA6a • rO OlO sawNn NovaD Owl e. I4]DDRA ❑m c »DA. ❑m a mlm mYduws 12 LANDSCAPING ❑ IaowLL xo sb. b saTm IDI IWdP® A rwa a ImWan roA odl >ax d .aa b W¢ ..omr ml a aaaRn rd [aDl sva[ d wal w K d ram m.. IWRn ro ,� nA rAd w[ d waW N He d w Qom m.. 1 (. STORM WATER OUALrry fllxClNrrynr fIM .ow_. ❑ Sl1PPP $RE RN1 ARID 0.iM1$ CN $NC❑IS) s a N ❑ DFYPT NEW OEKLOPYEM Or LESS THAN 5 ACRE PMSEL ❑ MWT ffO OPYENT OF A 5 ACRE OR LARGER PARCR WERE TOTAL IYPEAWOUS SURFACE (❑ AG MI5 PRdgSED) G IE55 THAN I ACRE. ■ MWT'GAND FATHERED' Br M Eo&NG STORd S LYIE ❑ 9WATER OW PEANO KE WENT FOR ING PROJECT 6 COVERED ro ♦i. ❑ ilGd WATER 0LL WMAGE1BM KM* INCWOEO. SWWP L2 MAN ON S (S) a PFRMNFM STORY WAl[R ❑ VIGOATM COxTR0.5 IIYD (MICA STRP. GRAATr SWAtE. URBAN rORFST" 0[14 AND CAIEUAT°NS APPEAR ON SHED(5) ❑ POND STNICIOE USED ('•ET, ORY, WERNNS) DEIAES MO CAL=ATENS APPEAR ON s1E❑(s) ❑ HONWNNYE THE sE TOR YOCfl: ❑ OTHDI(s): i♦ � .O a@I NW a OYNAQ eI[POdO A➢ORF.4: eslWur IMWOWT rFR. WM LRT Mf AG2911D LI M rdlAK (EFTS rd M N/Wffs LLtim ®IR. FNOTINEERING DMSION w�� mdLNii wa FIARRI3 CO vUNTYwF' E) CONTROL DISTRICT ror -._•mw .,Mad �o+M a AoonoxA[ cn.aEs: -.. M TM,01Oa'u, SOY® Om�� d��d ®WY r f.OiID 0 O R>K aM M..PI mwr[ M [VIOry OOsln r MmFl,Nm. q as p NIFI ,mnniwn ,Y m/.i ww ,wldw,rt ,dY nn r uu weo.M aua .wA ro wvMm r w olb ,w.. Mmm wmMb d Poa,d Yw�aol > �°�°NW °.W dWmP[ PR mMlia � � NI� W°PW�d I,�M1O .ice Nl M W 6P0 FNGDIEI:RS CEILTDlGT10N E '� CIA IlC[M!D Nyr69(/NL DO1Q11 N W STAM a tPAS, m HMa! QRIM1 .1 M NrveNta, PRE4Nim b M s4ET a TRu! Na ml4En ro M ssl d w ODwIDO ND nNl I M ,OI IpAM „ri mply}I O M MWM IWS ING,GR,O IRAOIC! Kt MO RIIS Cm.LE..L M mAerct d LIoaRNG Wo PRd6SxRW rrorGR.,c uGNaNL A«. K]AlIGa1$ Wu N roenVmm to M xARRa moor ozlRn AnoerEYs dlc[ Irgd PPxocsE[v�n°rl. M m.MID Im[n m.mis O CMW.IG S16R J— IIW _i+ r REVISIONS HAMS COUNTY PUBLIC INFRASTRUCTURE DEPARTMENT . EXPRESS REVIEW SHEET v_lxmx iil Yw x4 lall _ _ _ RNxn W. mllw: eao _ SHEET N"-#—W BENCH MARK InnreRK odYNNAwx RY ae0Y3 6 A .• IRAN (Bf SrAII♦D RY ONA}3 CN I Ar N&4 B TROKM NW m 1[OdAY IM ANO IRRC ®M u1a1 =ATm ONavoN STREM C9rOilE W Or sallaASr CON°r OF s 0.,0 IYCO. m" /DA) CENtERPONT ENERGY GAS DATE V... saNa IAas NDT APPrtam Fd AT&T « C5TEYAS/SWBI.DATE OObouz�bAo� rr5 fK. CENTERPOINI ENERGY ELECTRIC DATE (AP° . d!, rd LIIDmMO uo!° oXc WLm ORW.W/S[ Wl . v .1 t W R.C. N4j mlP CobbFen&ey Texas Regist abon No. 274 13430 No O Freeway. Site 1100 Houston. Tans T70E0 713.482.32421 fax 713.482.3262 ss'WW.mbbEmOlsY.omn M9W mcw W.N[ s NrnX fnj�: �W.M R In IG LY M.: IMPb F 0.t. AIKLSI MI] CCIY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT DESCRIPTION I PROJECT MI. 1212-026-01 1 EXPRESS REVIEW SHEET I SHEET 2 OF 38 1 Y Appendix F CONSTRUCTION NOTES FOR ESPLANADE OPENINGS AND LEFT TURN LANES NO 'DESCRIPTION OF ITEM 1. Espanade runes at the cmumtt arc to be bile rvpe. pained Rfiecwdred \<Don'. In accord. with the Hartle Cooen' pavmunt Marling Deus ad to be ra (6) bch reWortd cmneu wall coloed black on concrete pmeatem. and ra (6) inch H.N.AG on asphalt Pa..,. 2. The odortian of dslvtg lien. lardscapini, sprinkle n,mon. inner vener. fire hvdaarlu. crunhula. And pipe Wes (U applicable) are to be rt.buulled at semomerated ter he Haab Counq• Public Iadnalrtclurt Depanmml - Arddtect. and Etsgineedng D'nision - Pcrodl ORr and/or the Harris Cmnly Precbul IU bated b Predm 3: add nele: Co mate .) w corner Wait Pcckhaa with lay Parka Adantnluraonn O®re 6 (281-531.1592) fortes dghl (48) hour prior,. construction for tre0) and bndacaping relocation. 3. Ea" rbdorced cotonee paement No be oocNae snvcut M depth to expow o adadmum of mmtY.fwr (24) Inchn of retrdmWg bar cad plate new• rd fandng (IC Inch diameter deformed ban) n mn�fa:r (24) buches caner to center both .,ayt and tie ter, RLdosdrag ban rem (10) Inch I., w esbdng mhtl..Iq bar 4. Reinforcing concrete iummmt 6 or Inatch aAstk q 11 m with a minimum of 5.0 tack cemont pre cubic rand. (4500 pd in mtmmeighl (28) da)n]. Note: Depth of comae to meet cuaaent r gain eau of depth of edmiry pmeraem w{enshtt II b Beale. S SubVmde shill ba xis (6) bolus Bone mbWradon and compacted 10 Nrery Bhe (95) Pert. standard proctor density (s/-) inn (2) percem Imbturn. 5. The contsxtor shall notify the Harris County Public Irt6'asbnctme Department - Architecture and Eaapno if; Di idon - Permit Office mmtv�fwr (24) ham+ in a&.a of cumaaerdag mutauaion at (713) 316-3561 and written notification fomvlgb (48) Noun in advance of comonen" comvucdon for commercial aad residential daelopnuen1. 7. The contractor shag notify the Hamn, County Public bnfi-astn 91e Depvmenl-MfdIMVe and E ginevfng Division - Nithi, OBke tmran'do rr (24) haun in adhmre of mmmmrbg conrrvcdon n (713) 316-3561 and ninon n tifcalion 1"-etghl (48) hour.ba. Ad,. of mntd mmng corulrnucllon for residential de.vdopmenr at 10555 Norlbn. cat I.,. Suite 146. Hoaion. TX 77092 8, Pa ing shall be in accurcla. with the -Regulation, of Harris Count'. Tens for the Appro al and Acorpunce of irthasuucwae' sdatin to the approval and accepurce of impwrmenu in mbdhidons or re-subdhidom a.di r amadmenu of the same. 9. Guideli er Net for in the -. a ual on Urdfmm Traffic Control D *4 :shag be of erred. 10. lout de Haria County Don iaag SO-1 u pan o(the construction drninp. I1. include Harris Coupe Pa,, menu N arkbag Coca As A pat of tie coaulrucden drmn4hp. 12. NOTE •Nodficadoo(a) Iaucd by Hardy County Public hn6arnaclvrc Dc ocruomt - Atehllecnue and Ertgbeemlg Dhidan . Permit OIBce tq.UYd im. 1a corulmcu an of talW tics or 16h rum, I.. wilhb Hinds County rlgla of- ' . Conlxi Haan County Parrot Off cc al 713 956.3590. 13. OWNER OR OWNER'S AGENT to obtain 0 permits and rwllBation(s) required by Harris Caumy. Tons prior w nRrmB oancvcdan of utilities atdlor odhcna within Harris Came wadIrish. foe' 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEWRTI TO PROTECT HIS OWN PROPERTY. EOUIPMENT AND WORK IN PROGRESS. 3 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREETS CAUSED BY ASSOCIATED CONSTRUCTION AT CLOSE OF EACH WORK DAY. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL CITY STREETS FACILITIES STRUCTURES AND UTILITIES AND SHALL REPAIR OR REPLACE SUCH DAMAGE M THE CITYS SATISFACTION AT NO ADDITIONAL COST TO THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN UPDATED REDUNED 'RECORD' SET OF CONSTRUCTION DRAWINGS ON STE FOR RENEW BY THE ENGINEER. 6. CONTRACTOR MUST PROVIDE AND MAINTAIN FENCING AROUND OPEN EXCAVATION AREAS INCLUDING STREET EXCAVATIONS DURING NON-WORXING HOURS. 7. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REORRED BY THE STANDARDS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION. 8. EXISTING PAVEMENTS, CURBS SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW CONSTRUCTION PER SPECIFICATIONS AND DETAILS AT NO ADDITIONAL COST TO OWNER. 9. WHENEVER UNSUITABLE MATERIAL IS ENCOUNTERED AND CANNOT BE HANDLED BY THE EXCAVATION OR EMBANKMENT REOIREMENTS, THEN THE UNSUITABLE MATERIAL SHALL BE EXCAVATED TO A DEPTH DEEMED SUFFICIENT BY THE ENGINEER AND THE EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF THE JOB STE. THE EXCAVATED AREA SHALL BE FILLED WITH SELECT FILL PER THE CITY OF HUNTER'S CREEK MLL GE. 10. SURPLUS EXCAVATED EARTHEN MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF OFF -SITE INCLUDE COST OF REMOVAL AND DISPOSAL W OTHER ITEMS OF WHICH MS WORK IS A COMPONENT PART. NO SEPARATE PAY. THE MATERIAL MUST BE DISPOSED OF IN A SAFE AND LEGAL MANNER. 11. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES WRING CONSTRUCTION. ANY DRAINAGE DITCH OR STRUCTURE DISTURBED WRING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ME SATISFACTION OF THE OWNING AUTHORITY. DAMAGE TO EXISIWG PAVEMENT WRING CONSTRUCTION SHALL BE RESTORED TO THE SATISFACTION OF THE OWNING AUTHORITY. 12 WHERE MANHOLES ARE LOCATED WITHIN PAVED AREAS, CONTRACTOR SHALL SET RW ELEVATIONS TO MATCH FINISHED GRADE ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE RIMS 3 WCNES (MINIMUM) TO 6 INCHES (MAXIMUM) ABOVE FINISHED GRADE ADD SLOPE FILL AROUND MANHOLES, SLOPED AWAY AND DOWN FROM MANHOLE RING. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH PRIVATE UTILITY COMPANIES PAVING CONCRETE NOTES: 1. ALL CONCRETE PAVING SHALL BE N ACCORDANCE WITH SPECIFICATIONS ALL CONCRETE TO TEST 3.500 P.S.I. AT 28 DAYS 2 ALL REINFORCING STEEL SHALL BE F -60 K.S.I. 3 CONTRACTOR SHALL COORDINATE WITH RESIDENTS ATM 48 HOURS OF ANY DRIVEWAY 4. ACCESS RESTRICTIONS. CONTRACTOR SHALL WORK M MINIMIZE INCONVENIENCE TO THE RESIDENTS 1. THE LOCATION OF SBC FACIUTIM F SHOWN. ARE IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WINCH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTWTIES. 2 THE CONTRACTOR STALL CALL 1-800-34 IT377 A MINIMUM OF 48 HOURS PRIOR M CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING MINN lar OF THE INDICATED LOCATION OF SBC FACILITIES ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEWRES WHEN BORING THE CONTRACTOR STALL EXPOSE THE SBC FACILITIES 4. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. MEN EXCAVATION NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT. DRAINAGE NOTES: 1. THE CONTRACTOR SHALL USE TYPE C MANHOLE BASES FOR INLETS WITH DEEP STRUCTURES AND THOSE THAT REOURE THE HOUSING OF LARGER PIPES. BENCH MARK CAUTION: UNDERGROUND GAB FACILTES Locations of CenlalPoint Emily, main Wee (to Include CamarPolnt Energy, sa Br¢ 6 A 4- BRASS °= St. IMnabb Pipeline, LL.C. When appliuole) are aNgWrr b an approximate location eovglear r.Asrwa UTILE aboal 001AND ut any. Service Wes ere usually not sMc%vn. Our signature on these plans only cost SP EAN mxoeR eater a sr Indicates Nat our facilltlas am shorn In approximate location. W does not n RR� (NAo I WIe tom TUN.) Imply that a conflict analysis has been made. The contractor shall Cooled the. Hero Utility Coordinating Comrnitiee at (713) 223-4567 or 1-800-869-8314 a minimum of 48 hours prior to cwutruction b have main and service Wee field located. • When Cantarfrofnt Energy pipe am markings ere not visible, a1(713) 9674KI (7:00 a.m. to 4:M p.m.) for status 0 Yoe batten eauset before exavation begins. • When exava'Jrlg W Wn evg YKJMs 0r) of the Indicated lowem of CeMerPow Energy bdMles. as excevatbn must be, sccrnpashed use, nonma3uNrad excavation procedures. • Wmve Cla twPoni Energy fedbtea are accused. sailiclent support must be provided to tie hdMioa to prevent excessive news on The piping. The contractor a hay responsible for any "mars aused by Nis f rlure to e:wc0y bob and ream these urdugrourd fadII6M. 7XS�rF1d&'%42 Ovaread Wea.mey most on the Popery. The batten of Mirrored Ines has not been sown on these drown, as the lice lie clearly edible. but you sthoub bob them prior to begirv*V arty conduction. Texas law, Section 752. Health a Safety Cods forbade adMtlss cut cutter In dose proximity In Mph voltage Wtv, spedr"Of.. • ivy ecbvity where person ar U-W may pane -KNa INS) feel N M ovemerd high voaegs an.; and Operating a came, derrick. PAW above. "In9 dg, pas &1 W. InoleWp aOulpanyaL or PRIVATE UTILITY LINES SHOWN Wtbr apperae valdhb 10 feet of Ind overhead high voltage Ines. .. Partin respoMble for the wort. YIt>tr01- mrWaclon, are (Raspy reapma0na b ate war, N atetwdbn wort" under this law. Tha tow acre• both caYnYul and cis WbMy. To CENMRPONT ENERGY GAS DAIS Lanz. sc a. talcs Nor .) Mm1pp b Wes b lea Iorrrod oX ar renlmed all CanWPOW.Enanpy st (713) 207.2222. . ACTIVITIES ON OR ACROSS CENfERPO1NT ENERGY FEE or EASEMENT PROPERTY YRehm ra AT&T ACa,. 33MI. DAZE as mapItat r Fw� osc No a uroxal to use Gross or oc, W CamnPaint for or eawmenl Property a pMen. K Tau toed b use Corn rPcint proPery. Posts utnbct rs SVrw@YkV a plain at Way Division at (713) 2075248 P (713) 20TSTBp. CEN TERPONT ENERGY EU COIC DATE (lie iu MY F wQ`muc utotRON100 tDU nAEs PROJECT BENCHMARK: ore: Cobb enffley Taxes Re aunition No. 274 RtMFNtY FLOOOPLNN REFERENCE MARKER NUMBER OGM25 IS A BRASS OISC STAMPED RM 13430 Northwest Freeway, Sots 1100 060025 ON BRIDGE AT NORTH BOUND FEEDER OF HWY 148 AND LITTLE CEDAR BAYOU Houston, Texas Tf060 LOCATED ON DOWNSTREAM CONCRETE WALK ON THE SOUTHEAST CORNER OF THE BRIDGE 713.482.32421 fax 713.462.3262 IN KEY MAP SBOB IN THE GALVESTON BAY WATERSHED NEAR STREAM F218-013-00. wana.mbEEenAeY.am MHW R[1EW htauY b m,�_Ils,. SURVEY NOTES: alCaaV w rw.•X a Iracawr Sa nots.s Pa. w x.: Pa. s. 1. ALL COORDINATES SHOWN HEREON ARE SURFACE COORDINATES BASED ON THE TEXAS an utOhsr mu STATE PLANE COORDINATES SYSTEM. SOUTH CENTRAL ZONE, NADa3, 2001 ADJUSTMENT. MULTIPLY BY A SCALE FACTOR OF 0.999882 TO OBTAIN GRIO VALUES 2 ALL FIELD INFORMATION SHOWN HEREON IS BASED ON AN 'ON -THE -GROUND' SURVEY PERFORMED BY COBB. FENDLEY Q ASSOCIATES. INC.. ON SEPTEMBER 05. 2012 a 3. THE UNDERGROUND UTILITIES SHOW HEREON HAVE BEEN INDICATED BASED ON A Of ♦ '�9 FIELD SURVEY. UTILITY RECORD DRAWINGS AND VISIBLE OBSERVATION. THE SURVEYOR CITY OF LA PORTE DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE SUBJECT TRACT. EITHER W SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE W THE EXACT LOCATION INDICATED BUT ARE BASED ON THE FOUND ro✓ VISIBLE ABOVE GROUND FEATURES FOR EACH UTILITY ON THE SUBJECT TRACT. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES THE LOCATION OF BE FED PRIOR TO BEGINNING EXCAVATION OR CONSTRUCTION ON THTIES E SUBJECT TRALD CT. 3RD STREET PAVING AND DRAINAGE PROJECT DESCRIPTICN HURRICANE RECOVERY PROJECT • _ W This project Is funded by the General land OMI. of the State of Taxas to provide for dlsaster PRO.ECT NO: 1212-026-01 '+.,•�,,.J. recovery and restoration of Infrastructure.for DRAWN By: TDB communities Impacted by Me 2008 hurricanes. CHECKED By: NRL SCALE: HOR2 VERT : Refit,.." e gas Funds allocated by the United States Department wa. of Housing and Urban Development through the • a Trd Community Development Block Gent Program. GENERAL NOTES ri `441W.Ev Jf WWW.GLO.TUAS.GOV ( SHEET 3 O 3B I PER FOOT BENCH MARK D®M1101 v'X12" 6" BANK SANDS \ 6" MWIMUM TO R.O.W. LINE 1 •3 REBAR 18" O.C. EACH WAY 6' LIME ST SUSCR SEC. A -A DRIVEWAY WIDTH VARIES CONCRETE PAVEMENT TO CIo'0SET OJOINT AS SHOWN ON PLANS ,BACK,OF CURB I 4"XI2" CURBS rA CUTTER LINE— I REMOVE CONC., EXPOSE 6 CLEAN EXIST. STEEL. THEN TIE NEW STEEL TO IT. tx>+mAnm sl>ti mDDct aAu PLAN VIEW Y a 00NwP KdENDDR TD DCNSIRIK11P1. DRIVEWAY DETAIL N.F.S. • OETC I RN Ne LR. r �a PROPOSED FAIRMONT PARKWAY Y T 80ffi�I. DDWEtS FTP PAM3aNT D AN5Rl11 a SNN1 H 3 L FOR e• PAW P USE E]141M0 B>AS WER PAL DR DRI L AMD NSTAU. NEW BARS R MISSING OR slw v DWIDpED. z eDFANsllfl .lurT s1A11 Ra PLACED AT nE ORD K EAOI nIRB R[ilaR>I Aro AT wXsaRl ed SPAOIfr (SFE P1AYs) 1 NL Al! YAL w1WIl 9WL � A411ALT N1<BER M AGWIONI(Z TSill ASIY OE9OIATLEI OSW A. F D6W11ED >[TAL 51183 ARE N1DAE0. MY 9W1 GE STY® M PLAOT � /] aNi1 a Au DPAN9O1 aR* wtwAl o To H PRf1pWm. BGAIm [APAN901 .RWi wmaAl Is IWT AUD\m. N BAR J• � YIWY T 5R MA). uS J' YAM HEADER BAR LAYOUT PAVEMENT HEADER 3 A >L Mi tlLe> wT��NQ e >e 11 e � R .:IN L a PROPOSED 3RD STREET s n. >mnc a LL. r Tm> u.D o NXeRa em EXISTING 3RD STREET Ml) PRIVATE UTILITY LINES SHOWN CENTERMNT ENERGY GAS DAIS (GD} m u s X 9 ) YVM O FM AT&T MXAS/5MHT DAIS 1.>IDD1yp>p 11 ID"vMv u trL. CENTERPONT ENERGY EIECTPoC DACE luw s noxn¢ w � A1� s ic.c.�wh CobbFendley Taw ReGMtraDm ND. 274 13430 NcIVNAi Al Fne . SuOe I TOO HpYIDD, Texas T7040 713.462.32421 IRA 713.162.320 WWw.ceDDfenaay.GaN enaav � XCARI IL LYS L LYF M (Mt CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE I DATE DESCRIPTION ORAYM BY: TDB CHECKED BY: HRL SCALE: HORZ : VERT PAVING DETAILS SHEET 4 OF BENCH MARK a'7mNAft KAID �1® rr W.IW1,W ArIYNilwvfe.aYOvaee.ewi rrwra,m.wa uwmwAa saomaaamer eawm.rf.wveaae.eroeru �{NNiw' t•OIOIaMYrl�Yiblriwl®IW WIWYOiflvf wtAA00ASAw1 ATlareageSOOlq Twrwa,gAO mve.LL r Wammr.va.osue�v wwm®nsnWrn�t�ri aANw wWressrvvawe.:a - Woaaw W r1U®aKCriAasaw saNe\sOq r+xrorNrANoraasuwaeruY wAroNrmvesroAvrNsa.� IwpwwL Nawlr Nwlrp,vOwl1Y®NrRf.sarOaeila W souara enraA.oa.orecAma.m wAaarAsa W,W esuruawrNsrrasW ®woworuwwe eraaowo,NmAwortaNwsawaW ra®toamev wmws.a.Nvn.ori NrormewuoowaVwwaaa.saNavAw.wnww wetewrwmrauarwonwr YIWOwIr MO.ww1YO,rWYW fwOf\00wm1011rwS�YL9�Y1W1 aiwivsru rsrwFa W allow N.00KOMY.YI rRYY W LION W �w1Mi�000Nn1Ypri W uaw.ar.NaeeeWWriw W,l gl.ilwll®Yllt W'.r YCOGYw OITW NYA�OWIrINOOIYONm®a WI,VYY1wr�N\�YUO �Owr gD.l�Wieew KtrwwwwNAW w.amr W rAou®W r.wN W �Arlar�wa�mwm v uaer iomwnrsvrwwnW rwuwarssrwecrruaae .a,rasA.oa�rW. .�OLLgOnw��wNM91rAw10iwiwrNwO]CmMYNYiIO W ..AawNT W wwwmArwYalel6 t l.tq Wrllsi� Wt rrgWNemr:r WATER DISTRIBUTION MAIN BEDDING & BACKFILL FOR OPEN CUT TRENCHES Rif NiaealY u¢ . Lr 1OI ®,wa ulm mMUq DN.) Qy�_�p� ,1m:M M,a'aML f GFMMQ O Ya1iMwD. i YAWY O[ 1era1 Nl >D,wZ W.R'14t Ore uin, W, eawvue wK m,w¢,.n .w,w rna 1'd NOiY,Ie 1'd t0, lal ,N r11.7IpfM1 I!K TYPICAL Y," THROUGH 2" SERVICE ARRANGEMENTS NJ.S eruemrvrr garW arrowoorlow.sae.sav „� seuF .e.e4 C6AM m fAaal l3rlaeffi Sl1II) .'. r.-A Im w®) TAPPING SLEEVE & VALVE N.T.S e>frttlo¢ nram vK1Es ere A.Z ASRrs evu e[ �..wiia"aw�i � rxNmoo ry q nrlrm AW aA No, 30® ieoo q ns oars a Asmolm oxw. 1. K AT 9 AS FOR auDL lW m' vuCIP NKl una OF e xons nYS1.f[ eI IN Iw q A G6A1r11 111K, !T oaesox v . xoua S IR " T o.[y fpl gp.p1 N16Kr1 4-r2 = - AA.r i.� na Irm ea¢. swu K rm ,wC6 w NY.w]-® Q MnU1m m1eLN[( Mom. W N .A. To IOI:.K r110M[b.) IW91Gi .0 xm N AOCVim. ,. r,N.a INIVxT w wRNm [Y�Y rK eCmIw1I .IIO G95 SYSIOI W V[QOIPIO rICd11Q AC bVl6A6 1 Ml 'M1N1 I.W N N RA® N . wM LoT ooe w ®c or""o'Iamr a w .,� rtn4o, saormm ARETaRgaomae ree1W r s N® talYFi r • wr r duc¢�ri10a"i pR oa wm oa wms om, w.m oa wm �A�i�ar � .sm om, wva oa wm PAc (AW vm) oa rm om, ® oa am m1 am �'���r WN ms Iw os1 w6m om em o4 wem Wu &1wo' mt am ms wm. oss am mz � �, �°imicN wox oa as om, wms ob, am oa. Iv rm. df ms .w oa oa. ,ea �Cyr."��.5�aojw tll V.ICNLUSPp1 �. r0 .II ,Rf Vm. !II OII ,Kt I1 ` )<Impr m, ® oa ,ma on wm oa .wm (A.w. uao) v1 wms ov. wm m. a5a ma .m w "a a &F om orm 0a o.ma Iy•p.tm'm orm owm oam oA.a jj eam _ NNL aL .wq .,W F.ar.n m�• 'A00 �i�m�m�Ommm® oommmommmmo m®m®mm®m�m� ml�®III®®Il1l��m®{{JJm®{JJ ®®®m®mlilll�llimlllCi ®ooc0006m©©I >Nure®ewurwrwwnvAever u®sa.ror wu wFn �a,aranwa move®srww.amWeoe.® pr.lawlime . 1 p r-M e•Aa• (u. A H.) wBE 1B1 ADJO Aw G NON F6pt a yaw BOx NO P.V.C. AD. AODwLD) ///-����q,,y¢ rAy rp N B Cjq{[_ Q"mtm rM K rKrtN cr ra wo swF sAou YI WK 6Kg0 SERVICE TAPS NJ.S PAVEIONT ( YI6 C 24' If—K" wAY `B¢ Sm. Fx NMK .IOaR GSI rAawo IOP OF FAOI Vkw BOY A 21'A3418• CONOIETE NDOK 0M.Y W VK AN IDGIED N Rb05 OR BOflYA1A3 xOR Au Fwrac AND ulE vµ1Ts To E Aw.wA w/FCieBfAwD,lmDO3FAIS ooc_ MiSE OPENNc VALVE = BHAIL NOT CONIrCf GR: VALVE BOX �I I I 1 IIY}. f10er WATERLINE OFFSET BETAL W CITY OF LA PORTE RA11IlIO QEPT.DgeFFIOU DIV. M W. FAFiAR STANDARD WATER LINE DETAILS DAIS DAIS CobbRn&ey Texas Rep'sDadon No. 274 13430 No N Freeway, Suke 1100 Ho m . Texas 770e0 713.462.32421 lax 713.482.32B2 x .cobbf My.m N1901—A YUAIti <. s..r w 1M: AAA on e CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT SCAU: HORZ VERT "'s WATER DETAILS 1. SET POSTS AT REODIRED SPACING ].ATTACH ENTER FABRIC TO POSTS AND EXTEND IT INTO THE TRENCH (SEE NOTE 3) X— O —X EXTENSION OF f 2.EXGVATE A S'x6" TRENCH LIMCPE ALONG THE LINE OF POSTS AND SECURE WIRE FENCE TO POSTS. (SEE NOTE 2) ow ROw AI.W..RNATF V-TRFNCN ON EXTENSIOF FABRIC INTO TRENCH liil Row— I I II ABRW V. INTO 1RFN01 ROw— I I 6 REINFORCED FILTER FABRIC BARRIER N.T.S. GENERAL NOTES 1. POSTS TO BE SET AT 6 FOOT MAAMUM SPACING 2 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS WIN XIRE DES OR STARES ADDIDONA TIES OR STAPLES CAN BE ADDED TO SECURE WOVEN WRE FENCE 3 MMR FABRIC TO BE FASTENED SEOIRELY TO WOVEN WRE FENCE WnN WRE RES M STAPLES AT TOP AND WDSECTIM. AOCTONAL RES OR STAPLES CAN BE ADDED TO SECURE FABRIC. WHEN TWO SEC11 NS M MTER 20TN Q"N EACH OTHER THEY SHOULD BE OVERLAPPED 6" INCHES AT THE POSTS AND FOLDED. 4. CUT -D" SHAPED HOLES )i OF HEIGHT AWAY FROM NATURA. GRGIRO AND SPACED NO MORE THAN 4 FEET ON -CENTER. 1. 2 INCN THICK BY 2 NM WOODEN STAKES TO BE SET AT MAX SP40NG Oi 16 FEET AND EMBEDDED A Mw, ON 12 INCHES F PREASSEMBLED FENCE WTH SUPPORT NETTTWG IS USED. SPACING OF POST MAY BE INCREASED TO B FEET MAX. 2. ATTACH MEER FABRC TO 'Accra STAKES. FILTER FABRIC FENCE Sll LL HAVE A MIN. HEIGHT OF 16 ACHES AND MAX. HEIGHT G WINCHES ABOVE NATURAL GROUND. 3. WHEN TWO SECTIONS OF RTER CLOTH ADDN EACH ONO THEY SHOLRD BE OVERI.APPED 6 ACHES AT THE POSTS AND FOLDED. 4. SEE STANDARD SPEOFTCAnON FOR RTER FABRIC FENCE. MAN TO SEDIMENT TRAPPING DENCE PLAN PROFILE CONSTRUCTION EXIT (TYPE 1) N.T.S. GENERA NOTES,- 1. THE LENGTH OF THE TYPE I CONSTRUCnM EAT SliLL BE AS INDICATE➢ ON THE PLANS. BUT NOT LESSS THAN SO'. 2. THE COARSE AGGREGATE SHOULD BE OPENED GRADED WTH A WE ON i M B'. 3. THE APPROACH iRANEITIONS SNORED BE NO STEEPER THAN 8: T AMID CONSTRUCTED AS DIRECTED BY THE ENGINEER. V. SI G.DNCT UCnONCONCiZ ERT F'OtRAUCRR_AX CEMENT fpT C SNA I. O rFMRONER iTER AS PROS D BY NE. PGINEER. CEMENT CONCRETE M OnNER MAIEPoAL AS APPROVED BY THE ENGINEER. 6. THE CMSIRUCRM EMT SHALL H WADED TO ALLOW DRAINAGE TO A $EpuGNi RLAPPWG 0[NCE. A. THE MD BY TS SNOW HEREON ME SUGGESRONS ONLY AND u4x BE YWIFTED BY 11Y ENGINEER. 7. THE AE ENGINEER. RO NUMBER Qi CONSiPUCnON EAEonSHALL BE AFPROVEp BY THE w i Fwv�� Ell CITY OF LA PORTE I+.Memo I>Fsrr�omsn w. SW3P DETAILS BENCH MARK ANEE DATE AmA� rq AT&T TEXAS /SMBr DALE q F %NARa S vuL ca M F.Dun s nAv. 9GAMC5 di rEM CENTERMMT ENERGY ELECTRIC DATE (.AAnP.ED AY Fm Q IIC(XTOAGA' TIMERI�- W� .,P C&bFendley Texas Registration No. 274 13430 Norft~ Freeway, Suite 1100 Houston, Texas T7040 713.46Z3242I fax 713.482.3282 w .ogOMenoby.ccrn sOS01IH1tlY i {r: K.1N IL l n IC Lw Y: leSOb on.. YIGRT mis CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT Ae I IMAM BY: TDB STORM WATER POLLUTION •1. 1 PREVENTION DETAILS 9NEET 6 OF BENCH MARK ➢E®IAODI 1 wVYL'ICI. � w:IIYC1OlYal \.mILY00R YAna.Y.Oi TTTltO0YPO141 1� arrwnswAa rmswAsosAmat Ia oArawaTwYal elx ® vast E( ® waver EQVNDAnON ELAN 4'V DIA PRECAST CONCRETE MANHOLE N.T8 •p m ,Wp1wNDu Y,Nlra L7mr1 wr YSl�,.n1 •,RIr �1 nrY. I.N.Y «r wI�1 rYs YOYy IYT.IrY. ISY� v I�I vYewGa RTG..0i10. sireswior,iWii,r� N. A�a�.Y Y1Ml® �1 s I.�r�n"e1w.Druo. a�rllr�wac.rsDlofns..oa I.Y"OrrfeOGMYr M.YR. 16VDYIW:mM1. •Y.YYeOmYMwCM O>OlY w awu�nw.d s ww®seaoss To rw1 AaNLaIr ws �RA�� O4ArIa y TY.W®.1.0eYV. It IOOYr YNIOt0Y.0iRYLn OYOMY110fY1.\41,0 Y� rOtiyulID. �Q6S nw .vr 1 WONm SVS.YS SANITARYSEWEA rrmrrwwlan.saww osNdawaAf.naNmw Ki3 ar. ww D� (B.00A) A — SIAW 112 13 W ,ptWtS R A e BRASS DM STAI W 0I OrI 4e0¢ AT NORTH WAND FRONTAGE ROAD 6 wpwAT IAS 4O NTEX CDLR um LOCATED ON DOwI STMAY QMAIC 1141t ON XILITYAST MIR or wmOl: (NAW Im AOI ADA) Rem GENMRPON1 ENERGY GAS DAZE (wm: myna uc$ NDT s ) U.RO� rm ATAT M.As/CAA 011SgT DATE DNE uARRa.Ao GOYAr EAr. .oxnne.s vun rw . wnA If.LL wfYl �B W 1R CA90 DENiFAPdNi ENERGY ELECTRIC DIE w . LSII (nVW 0 ONT [ON MD. x III1 E 0'A) CUCPHS YLLLE KRwY x01[D. vND 1 WE 6 R[K'/ W� 71 E' CobbFendley T Texas Regi tr ron No. 274 r# 13430 NWlwt FlBe y, Sui. 1100 Houston, Texas 77040 rsc as a 713.4B23242I tax 713.482.3282 ..oOCt., kY.00m ENV. If oa:atrz r� m u' rusnc Isa R SS TA Bfe11 C" R1aO uM FDOT K SPAOAY ln=a EI0 WrALL SIPHON Q RI A BL[ EDOOPIt RSDI(LM d[ IK OlNN11R ®fA/l M 310NI SiYEA. • M WORM RRSCmI AMiIL EUI M)l110Y rso 91 m a a 6 9NIdl 9WL HAW B11FD VAIDIL P11001 IDS A.ror. pmm s.Datls We,1eNA _— Nau �•amm aim�r.v mNow,e.o...�.... NT6011EK:w "W � InM weer. L f.Y M: ,O10.A A,KLST M13 CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT ESLFY.iiO•lf W YII.YI:II•� SANITARY DETAILS Y DETECTABLE WARNINGS General Notes for Detectable Warnings . E{/e whin. .11.. wll.Oin O b+w.«l. Rnlrgp wr ml+ .. T'Or +b l.l,O.w.tw..101 Oi lgj_S�atlV«r'11.lI+nIM .l.n Y l.b .u.i CTIr« .I.pIIS .IM ml�lniro wfb... �iN'ml. nlro wrw Nnr r. u..l mv..., ..wines In l.«N,. m Nale.. 1. A.wimr. .Trig wlW..u. «.Ile r..1.fT. pV rv. O w M.r ®arlar.. /,p..l wrr m.rlro Orr. .MN.. .. 9pmO TK. m sM. .r 1 . I.Elcpr. � mw�m rw M. «+«+mN q wwrx .m. ..n rep ry.. Y b.Mml qn IN w1 ..rr011 « e Nn1L 01 W In n In .I,w.lm OI O. ,,i- rr+b e«. I,nn « V:1 nNw0 r .rCig•+v. IN ntn a. I. inn.i..✓.Iro wrw.. w m lew.w « / /N .ON.. +N...N I... In'Y.I V Op. O:L IN Or W I— ..Iwm l. .i.mr. ynlro w.m...vr Y OMC ei.rp +IY O rurrr rmlr.. n IAa. wIMeIN . nN .r mnnnp p.Iw.mn .Onlro b+r ler.. S it,W. ..n v IN .I�n or Ime.em. o..r.. is mrw N.r101., rNr +. rN Ylmemr'. rest. .Tin rr rmr IN.el ro.len min •«.I m-ewnr Sect lon ♦-• ) fM ✓utl ...., InN. Po;I � yu ®l/lM r w.Nl lel i.ia. A "'�••• - Ali® mLr.pl.. General Notes (Pokers) vnlm m.m.mN rp eewf .,IN ell oow....... m•.«n r m el,«.q L% lull -.iv Mi.. II,./ Iel1«.e % e Owl.. Wr.i..lm OI m . $S mrOI O V.I.. 'CN m.m.mv •Cnlq ee.0, Vri/. mim . Ce.Or .w. TYPE 1 Romp Limits of Payment %(4 s/ .--A 9y °p�ai PERPENDICULAR CURB RAMP a/N/ml. anir.p .0 -'.„�e111180 e atl Nwl .In fan la- Iw. WO TYDicol DI OCeetent of aetectoble warning Burfoce on lonaing at street edge. a• tit Ip- Typicol pi ocement of detectable warning surface an sloping rasp run. Truncated Dole Pattern Curb Rapp DETECTABLE WARNING PAVER (OPTION) Pedestrian Foci l itins General Notes J�1.�np��2�_Ic. IN I b. m..I... .,.« n n.ill 1• .iTTI ypin 1.g111 .gale M u.«...1.1 eve . ✓e.n a om. r am.ee.n IbNIN i.«..6 1 nn 1.ma.Nnr .. .b Om\,, .Ve� {�N..•it. eO.n 1. m.6. . kn .Ib-.l. N .I .. cer..relnf.• .InlnNi' .Ie.NM .I M S'. s• p0 .�q To .. ImrKl. q. N .iGW AO' 1. r.yvK ). LOgiq. Yvl I « )'. !' .IniM .Itn 0 AIM iA .l.m In Ty .Ir«Olin, 1..N.w.r.NN .rynlu .. . NA�p in IN p«.N.TO .�Ir.l iy ..I.. OYm NI', s. w.lul el Iwml. orw..lee. m NOnov op w0 rap w.m0. N SL s. L✓e r. ..I. rin. wN q « w0 Tl) M.. m .M1'IT. «alp eN III. r, ..tN MOM ;. Attf rW 11•Olm.Iro)s Omr Nn- uq «COL .IV 1« Over 1. .m.ler l) ee.rrrplq «mNwl N.r✓wlb nm.. Nao. I. .ml.lOpl I. ... An ND ro.p lom.lp. 1OI10.. !O'O.orOY•m Alg:. 1. I.I. IN n "' wl llb .I II.N 4bN10111%'- 1. o ri. m O «b..rlm r..m. yq .Ir. «elm wN. b e .1.1— .1 S' .Ib. .1.Mp.IO « b.im.e « pPlb Ob.Nl01. pO..w. .« > N..p. . S. Yell W..I ILp Ian�cp wap., ~wmm M itawlb NnI.L.. s•. !• laglq N . Or e rl I l.Opl I«.I .i In .N wrp er i.'.M« .«.N VNro. Op Nm OV I.Cm In AN.I « ..ICY. in .IN .l .1 o.r«e.laN .Nr. u« , q'q. .' ilrq Of0 rpp. Nell )IOW .IM III.>.ilbi O Y. r m eo-.nw %.N wIN✓. it. E.I.IIN r«Iv.. 1.1 Cml! .IM IAs NY riln In .. . -I... ..MN in npVall.1Q p1 I.". m .. .rwlb a.0 ruint r.✓...r m Ol....101. reN. uNN. lw.r..fm..l O wA l ).P r.ple , 1. it, emu° Iepiep .fan OO :e .Ie.wllr op vp e..11 .I.pm, 1 )elm r Y' m •iN If«.N % IN fNIN.r. I). .rwi6 O _n .rwi.im .r.r. fN ve rqp. CONp..s Op .1N1. Ann, I Ain't, IN l... i. e. O%.Orn u _.. I N IN e ab w+•r. Il. IIu1 .Im..Nll NI ..GNC lm ..urfN OIOp p.0 I IN. L0000�1: Detectable Warning Potter Twr C>Acadaaw d 71arR0a'Idlm PEDESTRIAN FACILITIE! GENERAL NOTES AND DETECTABLE WARNINGS PED-05 .._... _ Planting or otner non - walking surface if dropoff TYPE 2 s not protected / of royment PARALLEL CURB RAMP (Use only where water will not pond in the landing.) TYPE 7 Romp Limits of Payment 2 M R� piatf7 O DIRECTIONAL (Sidewalk s Sins Lontl'ng BENCH NARK auauemr_er®Is»m RY ee0095 R . BNq R9' S)YI ARRwatDTG.�DATE tAES .y) ran AT&T TE)j%SeeT DATE 9CIAIIIIIES It" WIGOAWe C6eut T6M1p' rfuvlr. aNTERRUNT ENERGY ELECTRIC DAIS 1«fSs OTQRS[ MO@I. It IIOCRQOIOREIC. Olej j so' CobbFendley 13430 NwOnAeAt Freeway. Sute 1100 HDIRtpR, Teeae 77040 713.402.32421 fax 713.402.3202 ..CObefNl(Aey.(Offl Cross slope not to exceed 2*/ on any portion of romp or transition to street. RAMP WITHIN RADIUS MIBW M1'.laY /a wmo . ep« Ems: lam lL LnE ec s.w N: pw.e T .13 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT al: SIDEWALK DETAILS SECTION (1 EXTENSION "LET ELEVATON rve.vly mn r A e.AS rwr Y w e'4 ABN •"Mil 1 �w td p"a5./4B4 r SEC11q! /1 GENERAL NOTES: ,MN, 'If W1[T ww NO OTEDDA. TT E Y-1- INUT w+N ME Ex1EN50N (W-IY LENG) rM E'C-R' .I T wTM WE E%TEN�i" "11. SCE rYf4 AiXT Al ncrY .) NOTES: 1V1 rTK T-Y.' N[1f .1 A on— fN' v R w.1 mwa- w.11..AE Nr M.w r 1w.smv m1Nµ`NA`m. Roam .Nn was tN+s .N E . A r .11 f• R1Dh%O eoMO To A OEPm au.L To THE rAYEMFNT walrn IT Wm AV 0 sFHMR PLAN NEW - CURB INLET STORM SEWER TYPE "C-1" INLET c"u can In Me &FM CGSRETE S M.1 RE1lwowxc:aawEeG Rao Lawn. csr« vo u secenn n cvsG1.I .Tv.E101n'. i.........aass mOM r:.........::.".m f...._......IS 1s. LL. r..__......mxola ar c�1m�'•^_ THE CONTRACTOR SHALL COORDINATE MATH MANUFACTURER TO SELECT EXACT 512E FOR JUNCTICN BOXES SHOWN PER PLAN. SWM"tl Bo[ glmebro B 2 T e 4 w a 9 T B 4 B64 4 4 TV. e B Hoe 4 s TV. e fi 141e 4 4 T B a 1406 e x B ➢ e +M1 e a s T e 1aBa a 4 e T 6 S a e T m 6 a006 e 2 e T T 19H a s s T T YIR e 4 a T T 21M e e B T T 2X4 s e s T T MAS x e e s 22ae T a s e a 24w T . s e 6 usz T 0 4 a a T e e e e se" 6 T T a e e ss2z Lift Holm -21? p®1"1" 5"1WNBw[glnwlelme e a e e a 2s. e 4 s s s Seep e 6 e 9 e 9096 a e e 6 e a¢n e T e e a Sam s e e e s ease p 4 p p p EH B 0 8 8 8 VM p e 1 p • ans 9 T p p 9 4- 9 e 8 p 9 4w+ p 9 p 9 p 4824 f0 4 t0 f0 f. 4Pa +0 6 10 f0 f HB6 TOB 10 fo f00 4= +o T m 1 0 AW +o a 1n 10 +o s'mf +o s to to lB Use 10 10 m m IH 612 HIr . A."YNdv— . c-r1"4•swerr . e.evr.rprwr . Ob.M Is W.N"b II1IIrIe.e F•X bOI[ tl a 1t it n me 1 11 6 1+ H e n n n WTa 1 T 11 tt 11 see2 H e 11 11 11 e1A6 n p n n 11 "ao H 1n H H n m+s H u n n n e"e 1Y 4 14 1Y 1Y SEEi 1Y 6 12 12 tY 611E lY B 'a lY 14 64v6 +4 T 12 12 12 DOE 12 6 12 12 1a ]IN6 14 4 t2 t2 14 i406 tY +0 12 12 12 7716 1s 11 14 +2 12 pL 12 12 12 12 12 691 I.G"t M3nhOM9 auq Ippr mwTolr.row MA..4p1aw..lw. K NAMONr NIIg1YY Materials & Features Ipometrig view CONGRETE:GFW PBLmm yy. REINFORCtY18TFHOp ISI" Adt$/M185 REINED . N meelµSI Be NA.I-Ain, BASE DESIGN EQUAL TO OR IDGEEDS ASTM C RISER DESIGN ECUALTO OR EXCEEDS ASTM UTB .. weft..N.— Wu Nwum nw.w1MM w lmdw- ter. TYPE "C" STORM MH DETAIL wltti s.�.r.MA . _ III, � BEDDING AND BACKFILL FOR CONCRETE STORM SEWER m U.Wlcl[ & Fwtun[ TYPE "A" STORM INLET W/ CONC. APRON DETAIL STORM SEWER TYPE "BB" INLET Ma BENCH MARK BENCXMAFN ..M.nW RM REBWQ] IS n 4' BRAGS OISl( STAIMID AM M0025 GV BRIDGE AT NORTH BWNO FRONTA2E ROAD CF MGHWAY 1. AND UTTLF ®AR BAYOU LOCATED GA DOWN STREAM GENISEM WALK ON GgTTHEAST CORNEA o' saI (NAY0 IMR. 2 ABU) (Esc Sooner iris NOT slnoon) DALE NAM ON M — AT&T TEx/S/SW6r DAIS NRWIOAIII LYMUIT iADunES "lv. .GNN.NES .. Eq "2 TEM CENTERPOINT ENERGY ELECTRIC DATE (AANY,:G ONLY FOR CROSSING uNCERMOUNO DBCRINES M TEAN GTIEAwsE MOTO. AUD AT TwE OF REMEM CNL') O'CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suds 1100 Houston, Texas 77040 713 462.3242 1 fax 713 462.3262 w cobbfenEley.com hEATH R DID".e AMGI/Si M1] CITY OI LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT I PROJECT NO, 1212-026-01 DRARN BY: TTB STORM DETAILS SHEET 9 OF aA I L I I II O BENCH MARK 7A• R W (iA CAP I� A /17 N �' O BRYLYe6N_uF➢6ElA➢OK $iAININ.1+54.96 „I - �. 1 I PK NAIL W/STIINERSTATIOo_ R i' + W fl a121.-6 Is A e BASS DISK S1TAWEV Y Da"De OTIC078LOFFSET-15.65 LT ON Al a4 epnlp FRONTAGE ROAD) 0, HIGN lu um um®AA "m LOCA➢ ON 9 MI oO(NUN182azwuCDIWR EASIE 20095 1 EAO-3201ZW WMIIOEAW98W 1}.38 EL- 71 -__-__-__-__- -__-__N STREE:f - LLB =44! �4W w N.173506395.51 NJ' 0Y S194 W .._ CFA /I8 1 i 1 4 f 488.13. ; Ft3132029.09 SSTTANAL TICN 122R iW.1] Hb-E-323206&41 1 © .. .., a .. i �_ I { i .. INC-I .57 LT E }232005.47 r` I�f NIRTNOFFSE ,14.57. LT Ea�323198&32 E1A.15m PI: 11+88. 0& N-135059E2.94 111. E-323200351 O O I� A �1 ' P1(A �M '%' CUT IN PWT ^• .• I 111 „�STAIION-21 .. .. /WNW- - ' I O + ., . . E STATNW-16+]8.50 J OFFgf.13.s7 .0 + •OifSET-14.16 LT NI)WRINO-1380➢821.22 N-1 13 00 J118 NORTMNG-13B09351.35 I N EA511No-3231937.47NE-J2J197].M EAS1MfY323198229 EEA•1&10.E1- 14.40 r Q W i__-_Or Q W i�•1 2 iMfp - b. 18400 7+00 3m N r.Ne r, s9 Zw J r" rr En NY EW M33'w -__ .__ � � o O O O� I 1 Pc 2afn. J � .. `-' 35&49 - N3. 07' 44&S9•W N./D8098DW � _ � ^. NY 0Y S&59•W N-13M0'�.89 W..W _ r _ E13.MAM13 r �7�' 9� CobbKFendley • 274 13430 Norfiwest Freeway. Suite 1100 1 ~ Houston, Texas T7040 Q , i cQc 713.462,32421 fax 713.462.3262 e I I I I G www.OobblenCI O u I A D) ]6F29.1 O FIT9W IEYiw O NAL W/SHNER A 125 N.13MiK9.43 O I A R3 N STATION-]0+9&5] A #24 9P R W/ CI CAP E-373185].30- T f �J PK NAI. W/SNINER . - - 1 �I OFFSET.14.96LT 9f• R W/ CFA CAP �i 1 STATION-35l81.7B- O W ----- Nd3M0740.&7 1 C 1• ELr11NN5 13810]68�2]! OORT110 5.93 LT N-13B1120935 :,.I y Iy OFFSET.1218 LT w _O •- STA710fti3H0202_-__ , U I � 1 NORTHNf 23188 81784 3811 N � F _ _ _• . ,s . I I ( EASINO� 2J0 E. s-Im m9As OFFSET-14.22 LT EAST99G-3231BB4.35 a Au9usT zo 3 NOR0IWG-13B102BpH NORl14lCrIJMOTl267 M: 35 M4 �% EASTWG-3231911.68 EASTNG-3231BB3.03 I 0l 2&03 N-1J41274 f w l EL 1913 EMIfl33 Er•32318]5.0] I N E.}2]1861.99 W • �_ -__-_ O O Fi323190&74 L L-_____-_ _ r-I -' - - 6 w rn -_ E. �. - - - (n In N , _ N DD n+oD 9 }wa .. 33i oo- -1- - -'1- ---'r 3s+oD W CrTY OF LA PORTE aaaTr I I - _ ad 39&1 N3• M. T7iiYw • 41.7YW v C - - 400M - _ 1 _ 1 I - 35+7&30 164.00• 70.W C) 3RD STREET PAVING AND I I N-13M12N.11 " F- Q N o I'.' E.32no29e N3 w' a Q DRAINAGE PROJECT OL Iswe DATE oEsunPnDN O I 148+29.93 O A no N.13 29.93 - - PK NAIL W $NNER T 2399.38 E 3231801.69'.;I 17W si• R W/ CFA CAP :w S7ATNkf-H+99.57 7 3� 808.88 STATKW.40+34.86 OFFSET-13.12 LT I ',�0 I OFFSET-125B LT M NCRTIING.13B11 ]04.26 NOFflMN(Y13B12168.31 F 4J+B].]i N 59' 18.98 W - R 40+07. m EASTW(Y3231834.86 1 EA51WE-m31809.99 I E-32]1B03.BB 31: 48+61.36 : 8127110 {I j N-13231B4].82 li L �m53 3V 32.9 w N3' 10' 13.997 E1r21.22 - i a - IW2529.99 E-32312790217 N-138116]T 62 : _ Q w _ 2Si&8' 17 N N • .. _ - " L -, w - PROJECT NO, 1212-026-01 _ w N - - `_ v 11 �J+00I ifM 49+00 50+00 DRAWN BY: MELys - - - - - - 1---1_-4•LJ!w �----1;-JRU� EET I �1_--I==--C{-- CHECKED BY: HRL w - � N2• SB' 1&9B'W - �:� SCALE HORZ : 1• = 50' VERT J N __ - _. _ SURVEY CONTROL __-_ __�- 10' 2}99w p.--...- k LTA R}./ ; NJ• -__-__ N.1 �r • 404M.77 . � •-•�•� 100.28' %' WT IN P. � I N.13M1721.76 PI: 43+05.8 51 (� ' I E.32T1B45.M N-13811975.37 E STA110N-49+11.]9 E-3231834.01 _ -I • -'%'•` _ 1 ' (%FSET-It.99RT �c ••,•• 11011511H9NG-1 125B1.28 Q 1 ' 4 NS 04' N.T91Y �' NB• 3Y 5&1Ww N2' S8' 34.07•W I EASANG-3231_1200 4 I 44.M' I OA61• 57.13' 4 ELi1.13 I I. 1 SHEET 10 of 38 BENCH MARK I i t s i s i i i' y it 3 i 3 i f "^' i( H i t 3 i ram. 3 ' i 31 m3• i r•• i 1 i i 11 i 'li w Q eEnwiem�{enuL ! 3 1 [ l E ! I it N ! ! !( 3 1 f y i i 11 Im 1 e e i 1 { N Ru 1g50025 5 A e BRASS q5N STAYPFfl RN 08P525 AT NCRTH El(AtID � ROAD OF �AY R 1 1 3 O 1" AND TRL .DGE gONWON . B�. i=ARD GN I i 3 7 — 3 3 4 2 ♦ 3 3 7 a 3� 3 R 3 3 __-- 4 4 3 3 44 ] L T � W. "EM4 CONCRETE NA. ON =T1E/.ST CPMEa 6_yyp (NAW 19M. 2W RDA) 7 5 • H La m 4 1+00. A, ''2-.... 44p0 NW �. 7+W 6♦W NW 7pf00 11 'i --F— — 3R� STREET~ D LI_I (n 3 F e z M LO I i1I 4 ] 4 3 3 ♦ S S 3 S 3 4 S Nv L SEE APPENDIX F— I� 2 3 err{{ 2 4 S 4 S 4 ON SHEET 3 J �iB � �li`�a G i i i 3 i 1 1 1 1 s�� { 1 .. 9 S f r • r e i i • CENTERPONT ENERGY GAS FATE (IXIEX 50.Y1O INEs NJT 91gW�) I• • • I III I ! i I •...I uRfRdaw C...T Ei�ia%AInf53C1aV DATE 9QNAN S V" fol CNE VV:F Ij I. 1 , i Fp 1 1 I ; I A•. I it ( 1 I 4hp I ! •+ L IT 'L) • 3 it 1 ( '•u! i 1 0 1 i v 1 1,m Is' / i•li Y_ O CENTERPgNt ENERGY ELECTRIC FATf p 3 { i 3 I n E" f '9 a pj9 w !f ti 1! 1 1! ! 8i Ii' Ln 3 S ..:. KAPwovso cnu rm 010.✓9XD urn2Raxaso o xrn , J/ v 4 4 nn� } uxliss owERNRE NMm vAUD Al THE o- auRR of -I / S I p� I• 11— 3--Sd ] —4 — 4 ] Ili o S S — 4 3 —4 — 3 4 3 4 7 3 Y] 0 N ( 1� F®�y(1�11 Q W ] t o X T ] S ti✓ S V V�1 `sillii� � 2 � .c I W .:y— - _ _ - _. .•• �A -- / eA Reg'sbation No. 274 (n = _ - - _ - _ v — r' _. — •� ,.. •' i.-_ W 13430 Nott est F.Y, SuBe 1100 fA 12+W 13+00 14+W 164W A-. 16+00 17+W 164W 17M00 20+00 2HW W Houston, TaABs 77040 LLJ N ~'• - ti — — —1 - Li S 713 AB2 32421 fax 713.483282. 2 J /R'J� r ... S _ - __ • S Z w ,00bbiendkiy.com W ] / ( \ -� 3 3 2 7 4 ] p O D6� wi I U w. NIEgI Nrs fi y 4 2 4 ♦ 4 B 7 4 3 i 6 _ 2 H2 Enynrs MEATX R Q — 3 � :S 3 2 4 � n.[ svw xn: mR, RB 1.... AUeust 2013 •• I. ._ _. . PI I - _ I 4 ! i i' ! f ! � N I ( M � ! 3 ! i � T 1 � I � 1 l i'� II! , 1 pf P DEMOLITION NOTES: CITY OF LAPORTE 1. REFER TO TRAFFIC CONTROL PLANS FOR LIMITATIONS OF WORK ZONE AREAS. LEGEND 2. CONTRACTOR SHALL PROVIDE PROPERTY OWNER 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION, TO ALLOW PROPERTY OWNER 3RD STREET PAVING AND O SAWCUT EXIST. CONCRETE PAVEMENT TIME TO REMOVE PERSONAL PROPERTY WITHIN DRAINAGE PROJECT FULL DEPTH (NO SEPARATE PAY ITEM) THE EXISTING R.O.W. LIMITS. CONTRACTOR IS RESPONSIBLE FOR RE—ESTABUSHING ITEMS Q2 REMOVE EXIST. INLET/MANHOLE (LANDSCAPE LIGHTS, FLOWER BEDS, FLOWER BED ISSUE DATE DESCRIPTION O3 REMOVE EXIST CONCRETE PIPE EDGINWITHING,THEICK PAVERS. CONSTRUCTIONRIGATION LINES. WORK ZONE IF�C ) 4 Q REMOVE EXIST. ASPHALT/GRAVEL/CONC. GRA ITEMS ARE PRESENT WHEN CONSTRUCTION / VET./CONC. DRIVEWAY STARTS, REMOVE AND REINSTALL EXIST. SIGN 3. CONTRACTOR SHALL PROVIDE ALL WEATHER ACCESS TO RESIDENT DRIVEWAYS AND CITY © REMOVE EXIST. GRAVEL/CONC. SIDEWALK STREETS DURING DEMOLITION PHASE AND CONSTRUCTION PHASE O7 REMOVE EXIST. CONC/ASPHALT ROAD 4. CONTRACTOR IS RESPONSIBLE FOR DAMAGE PROJECT NO 12t2—O23-01 TO PROPERTY NOT SHOWN TO BE REMOVED IN 80 FILL EXIST. DITCH CONTRACT. FRANK BY: TOB CHECKED BY: HRL 5. CONTRACTOR TO PRESERVE Al MAILBOXES. vERT ANY MAILBOXES REQUIRING REMOVAL SHALL BE SCALE: uoRz : RELOCATED SO THAT THE MAIL SERVICE IS NOT INTERRUPTED. ALL RELOCATED MAILBOXES SHALL DEMOLITION LAYOUT 1 OF 3 BE REPLACED TO SAME OR BETTER CONDITION PRIOR TO CONSTRUCTION. SHEET 11 U 0 Yl N Q �I � La V] W x Lil con Z W J In A 1 1 I I i i i 1 1 i 1 i l I N I l i ii i i fl 1 it 1 1 11 1 f 1 1 1 1 1, iM1 1 i 1, iB f f a .z LEGEND O SAWCUT EXIST. CONCRETE PAVEMENT FULL DEPTH (NO SEPARATE PAY REM) O2 REMOVE EXIST. INLET/MANHOLE Q3 REMOVE EXIST CONCRETE PIPE Q REMOVE EXIST. ASPHALT/GRAVEL/GONG. DRIVEWAY REMOVE AND REINSTALL EXIST. SIGN © REMOVE EXIST. GRAVEL/CONC. SIDEWALK Q7 REMOVE EXIST. CONC/ASPHALT ROAD 8Q FILL EXIST. DITCH U W BENCH MARK pip 1 1 i iR - N � rr i I i i >� e i 1 ! ad I I I a., i i e IC \ .\ \ . I��al •,, i j O e4NrnaesX_Irr�enox O qPoI g:CW5 IS A {' BRASS " STAY RY MW25 MUR AT NM1 SOWI iNbRAGE ROAD M • o HawAr 1. AND UTR£ ®MI .. L.Ma ♦ CN ODMI STREAN CANCRETE wAIX q SWTxEAST MMER s a ( I y q BPoDGE a (NAYD 1950. 20T ADA) I J 6 ♦ ] ] { ] 4 y 7 N R-lz i� • • J F Q w w mE +.. 27440 46l00 - - 7D♦OD - 30100 - '4w 32 V) En i-- - r 3RD w N_ Ed } e • s ] U • >n .. „ I + ! ,\ NR 1 T " A t i 1 � a� l IN _ [C.fP it x 'ii 1 PRIVATE UTILITY LINES SHOWN yy2 DENTERPpNT ENERGY GAS DAM CD (LATEX smwu arcs Nor RrwN7 Avwrown Fq 11 TEXAS/ .T DAZE s DO I + SWATIstES cgFM fAau dlr. J m N 9gANRES VILLA Fq f1E AFAR a { J ♦ — • ] ♦ — — — —• E ] 1 3 CENTERD ML ENERGY SAGO lF DAM _ 7 as{ sx CmMWSE N TEDSV.WDDAT TA RENFI DAY) Q M7 No ♦I.L H LIJ Texas Registration No. 274 -3RD big134M Northwest Freeway, Sude 1100 -- Z Houston, Texas 77040 W 713,462.32421 faA 713.462. 3262 = 4 N ..cdbY.uim abbfm 4 --- 3 U Na •i, .. 7 a • < • m I� m Q N19.1 I1E'E1Y e I nFA11NR�Ll1�l£• AU.cT 201 JDIa DEMOLITION NOTES: 1. REFER TO TRAFFIC CONTROL PLANS FOR UMRATIONS OF WORK ZONE AREAS. 2. CONTRACTOR SHALL PROVIDE PROPERTY OWNER 2-WEEKS NOTICE PRIOR TO START OF CONSTRUCTION, TO ALLOW PROPERTY OWNER TIME TO REMOVE PERSONAL PROPERTY WITHIN THE EXISTING R.O.W. LIMITS. CONTRACTOR IS RESPONSIBLE FOR RE—ESTABLISHING ITEMS (LANDSCAPE UGHTS, FLOWER BEDS, FLOWER BED EDGING, BRICK PAVERS, IRRIGATION LINES, ETC.) WITHIN THE CONSTRUCTION WORK ZONE, IF ITEMS ARE PRESENT WHEN CONSTRUCTION STARTS. 3. CONTRACTOR SHALL PROVIDE ALL WEATHER ACCESS TO RESIDENT DRIVEWAYS AND CITY STREETS DURING DEMOLITION PHASE AND CONSTRUCTION PHASE. 4. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO PROPERTY NOT SHOWN TO BE REMOVED IN CONTRACT. 5. CONTRACTOR TO PRESERVE ALL MAILBOXES. ANY MAILBOXES REQUIRING REMOVAL SHALL BE RELOCATED SO THAT THE MAIL SERVICE IS NOT INTERRUPTED. ALL RELOCATED MAILBOXES SHALL BE REPLACED TO SAME OR BETTER CONDITION PRIOR TO CONSTRUCTION. CTFY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT SDE DAIS DESCRIPTION SCAtE HERZ - VERT DEMOLITION LAYOUT 2 OF 3 I I I I &I I I F� k. O Ln E I L.mw p II S T I I�� 4 3 5 E, E 4 4 N3 4 3 E Fa I I I' T I I I I cn w I l iT+oo — r----� -a- I 4s.ao ---«-- -, ,I w.vo —, z JRD STREET w _ A. /I_..T wl.�llw— -c..— cvs--errra.- w.'rn cneu—wuiva—w—w—w cu w w w w w w w w w� LEGEND O SAWCUT EXIST. CONCRETE PAVEMENT FULL DEPTH (NO SEPARATE PAY REM) O2 REMOVE EXIST. INLET/MANHOLE Q3 REMOVE EXIST CONCRETE PIPE ® REMOVE EXIST. ASPHALT/GRAVEL/CONC. DRIVEWAY REMOVE AND REINSTALL EXIST. SIGN © REMOVE EXIST. GRAVEL/CONC. SIDEWALK O7 REMOVE EXIST. CONC/ASPHALT ROAD O FILL EXIST. DITCH DEMOLITION NOTES: 1. REFER TO TRAFFIC CONTROL PUNS FOR UMRATIONS OF WORK ZONE AREAS. 2. CONTRACTOR SHALL PROVIDE PROPERTY OWNER 2 WEEKS NOTICE PRIOR TO START OF CONSTRUCTION, TO ALLOW PROPERTY OWNER TIME TO REMOVE PERSONAL PROPERTY WITHIN THE EXISTING R.O.W. LIMITS. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ITEMS (LANDSCAPE LIGHTS, FLOWER BEDS, FLOWER BED EDGING, BRICK PAVERS, IRRIGATION ONES, ETC.) WITHIN THE CONSTRUCTION WORK ZONE, IF ITEMS ARE PRESENT WHEN CONSTRUCTION STARTS. 3. CONTRACTOR SHALL PROVIDE ALL WEATHER ACCESS TO RESIDENT DRIVEWAYS AND CITY STREETS DURING DEMOURON PHASE AND CONSTRUCTION PHASE. 4. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO PROPERTY NOT SHOWN TO BE REMOVED IN CONTRACT. 5. CONTRACTOR TO PRESERVE ALL MAILBOXES. ANY MAILBOXES REQUIRING REMOVAL SHALL BE RELOCATED SO THAT THE MAIL SERVICE IS NOT INTERRUPTED. ALL RELOCATED MAILBOXES SHALL BE REPLACED TO SAME OR BETTER CONDITION PRIOR TO CONSTRUCTION. BENCH MARK BmCHYeRK INE0BY/NH RN R5WZ5 IS A 4- BRASS DISK ST.AIIPED RI MM25 OR bODDE AT NORT, BOUND fAgRAIE ROAD 0, HIGHWAY us AND LITRE ®M BAYOU LOCATED De WRN 51REW GDNM E WAIN CN S0JlNEA5T COINER 0" ONDDE NAw IOBB. M A01) CENTERPONT ENERGY GA5 DAIS (or. set. uos xoT Rqw) APPROM I'M AT&T T[XAS/SNH! OA1E LYCEIRAgMD C(NDYIT FIgLITCS OIY. sNI YMD PDA OE!EM CENTERPOINT ENERGY ELECTRIC DATE (I➢ VED DYLY 1. .... J. 'a"AN' WCR1NEs ul£55 OTNERNBO1E ND. VALID AlYE 6 Rf VIEN WLl) •,F C (GbbFen&(e)r Texas Registration No. 274 134M Northwest Freeway. Suite I IDO Houston, Texas 77040 713 462,32421 fax 713.462.3262 A,V A, cobb(endley.Dom RIEiU IEYHY �ICaC b ,m, ruL MAb9 a ATH . LILE PE sIx XGT1 R L1L£ E , Nv: IDN 1 Dolc AIIIALsi fD11 A 'A CITY OF LA PORTE IERA• 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT N0: 1212-026-01 DRAM BY: roe CIrECKEO Sr HRL SCALE: HORZ VERT -. DEMOLITION LAYOUT 3 OF 3 Sn E' I 13 OF I I I I I I I I m—mm—m—m—mm—m—m—w—mm—ma - AA''I##IffppI TC STA2+29I TIC &2+44.79 T $TA2+]9.24 79 LT 31 LT 31 LT /W STA4+4als2t • STA3+04.57 15 LT TC STA1+96 40j LT I /W1 STA3+32.42 /WSTA.M5596 c 1 LT 3 1 L /W STA.H85.]1 I LT D/W STA3+96.6T D/W STAS+6fl W 3 15 LT Y .. 4+00 S 1 z a s — D - rc - - STA4+2 16 Rf /W STA3+06.24 TICSTA1+% 13 RT —D/W STA4+97.2 43 RT TIC STA210 1 15 RT JS RT �A2+7645 •a� /W STA3+64A2 W 1 .m I � 1 13 R STA3+47.66 12TA2+ 1 m.... 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F1D ASPHALT 15 STA7113 W 113 RT I='.N /W 1S RT ABk7S13 'ERPdNi ENERGY ELECTRIC DATE - •� OWD LILY FOR CROSSING N1YXRap1N1 pICRYIES /W STA9+56.92 , .0 omrnwss Norzn 1¢e AT Tne7 OF Rcv� Gm-1 15 RT D/W STA.10151.9 5 RT D/w STA.10+69.55 WSW CobbFendle "' '•` m °" Texas ReOisUation No. 274 13430 NOM est Freeway. Suite 1100 Houston, Texas T 040 713.462,32421 fax 713.482.3262 www.cobbfandley.mm MHM TL^// aeinp rvaepmmil FA I 0. iE ] ASPHALT 5-11 N,'. 1029M49 ut wu l 20 3 A.21+31.10 96 LT _ O + A of I P0} > m CITY OF LA PORTE 04 e m -- -1) ~ (n w = 3RD STREET PAVING AND DRAINAGE PROJECT 21 w I STREET Z ISSUE DATE DESCRIPTION J W f— Q _ I I PROJECT NO. 1212-026-01 BY: ME! I(-EEND A IMAM STAY CHECKED BY: HRL 95 RT SCALE: HORZ : VERT GEOMETRIC LAYOUT 1 OF 3 0 In N 1 Q a_ F w n w LL1 N Z Mw3 J to I' =v I-' a � II SPHAL' !1+29.3: T STA34+OS76 mis I LT 1 D ASW /W Sr .32+07.90 I A35+3 1 LT D/W STA33+70. 3 LT I ILT (95 S/W STA.33+53.2 13 LT Q "' 51W STA.33+50.9 ,• m I " O 15 LT U O/W STA.33+03.95 5 LT N D/W STA32+5L 15 LT I 1 - 6 1 /W STA34+M a0 Q w -J F-- N (n 3T4D0 - 34400 - N W .® _Z w J v - - _ _ - _- --- �- D/W STA32i TA3/+25.50 I 6ZRT - R U D/ f STA.3J+97 1 /W I 1S RT A3/+OB.J3 I D/W RT ..a p 0/1 c 1STAJI+BB.fi4 5 RT RSTA3,1+]].10 15 D/W TA33+11. 15 RT /W STA33+571.71 FND ASRIALT I -D/W STA.31♦64.22 15 RT STA.35+37.51 15 RT 95 RT '0/T/ TA31+TD.iB /'W STAJ3+27.27 15 RT 15 RT -D/W 15 RT I I STA.30+69. I T 83 LT I STA2]+58.36 I r- I li D/W STA37+31. D/W TA3BF20.1 14 LT 14 LT '0/W STA37+12. - -S/W STA.38+00. 14 LT 13 LT I ASPNA23 D/W STA3a+14 SrA4o+oe.23 IL 14 LT 104 L[ S/W STA37+97. m m -5/W STA36+06.55 14 LT I I 15 LT S/W STA36+09.89 /./(.91 STA35+420715 f I O/1yLTA.38 -1 O O 1 1 lrr. -,- I- BENCH MARK ]EIAMMARKI.R.A. Ru p6002s Is A 4- MASS Dml STAN w BRIDGE AT Nd MM r1SwTM HWVAV JAR AND UTRE nEDAR RAM DD.1 BREW WAJ SETS WAX w $0. Q BRIDGE. (NAW 19M. 2001 ADJ.) Q O N M Q w w D D (n W 1n Z F- J w v PRIVATE UTILITY LINES SHOWN U DDEE}N1 CT M() DAM (Ex1ETX SWfRpM LASS cQ L µaROLFD FOR AT&T TFYAS/SNHT DATE a.:' CobbFen&ey .. Texas Registration No. 274 13030 Northwest Freevay, Suite 1100 Houston, Texas 77040 713.482.32421 tax 713.462.3262 w .cobbtendky.oan x M6W1�` M b tiXCiy d pnnX En9in. 11EATN 0. LttL Wle WDJST M13 R STA41+47.50 LT O of AD U/W SrA41+50.52 n A 'pa 14 Lr u '" CITY OF LA PORTE cN LT A41+99.43 1I - - - ENd Q to 3RD STREET PAVING AND N w DRAINAGE PROJECT - w W Z W ISSUE DATE DESCRIPIIDN .36+42 15 RT 'A.36+62.B.T 16 RT PC STA37+362 14 FIT PT STA.3 + 20 T PC STA3]+M. 32 RT ,.. n. /W STA3a+a7.04 J;f RT �A'a+�'�I 30 RT I - - 15 RT / D/W 5 A.41+50. s RT • m ; i D/W STA41+51. �. >,. 15 RT • D/W STA4/ 13 RT O p/W STA41+BR 57 I 15 RT - J N - - - - - - PRD.ACT NO. 1212-026-01 m m D/W STA.37+97.98 33 RT D/W STA- 6 01.8 • ,d_m m m » » 3s /W STAJ6+73.SSI /W STA36+19.40 W RT 33 /W STA38+BA53 STAJBNS.JS 3} RT RT -m-m-m- _« ASPHALT STA40+0].03 I I 99 RT D/W STA.42+5 RT STA39+67.15 I5 RT 11 Wit D/W STA12+06.57 «--�mm-m-m-m- 1s RT.. ...-m- - - - DRAW BY: TOB CHECKED BY: HRL - - - SCM : HOR! VER: GEOMETRIC LAYOUT 2 OF 3 D/W STA.42+22. 15 RT SHEET 15 DF 38 BENCH MARK E eD'rna°e"-u+EttieeuL w u w m m w w—w�w—w— ETA ASPHALT STA44+9 .`T w�w w—eu �A45+30.36 w——w—w—w—w—w—E PT SfA43h19.1 3i/WLT 1 20 LT 1 ISTA45+33.40 i EI /W STA.48+55.44 22 LT I I RAI r=5 IS A { WASS d9( STAYPFD RY O M25 m BMDCE AT aMiH aTM rRWTAGE ROAD OF NW.Av 1. AID 11711E ®M RAYO1 L 71!D pl oo 1 sxuu txxl w m sbulHUST mam a m (NAw wm MR ADA) STA.47+07.37U I LT /W STA42+45.85 N /W S7A{5+69.64 33 LT /W STA48+51.63 Q In + 15 LT D/W STA43+67.1 15 LT 1STA42+ei39 D/W STA43+� - 3/W STA45+72b2 q I I /RL STA47+13.39 22 I 24 STA47+8133 26 LT t 1 D/W7 LTA49*21.73 7A49+a67s�(n W - `-- + 49+00 40+00 p400 I 4s+D11 t � � acAe�m w N Z w tn v 3RD STREET -- EFIT I 1 70 StA49+0&" = C) Q wwT+06.lAj RT -"-'°• D/W sTA43+ 223 RT D/W STA43+59. 23 RT a - i I STA45+54.48 I 27 RT VI I 1 < AM+7633 59 RT ... /W STA.46+5229 29 RT °' E E E Pi STA49+� I 6RT I 14UL/ •�.3 "� I 1 z T ..e.,e. 1� YI I PRIVATE UTILITY LINES SHOWN A W. uPawaT LiESRImoT romp OAIE APPRpHb rM ATAr iE%AS/SN97 DAIS IMMRMWND CIXDIII IAbllT[[S plY. 9OAATIRES VALD 1. WE HAR CENTERENERGY ELECTRC DATE VP (ARO opD OIC p1Lv rbi gMyGV}IES Nc uxpE¶WAD WCT px�Ess MrnRrsE xoTm. ALio A xE OF REMO oxLT) I I I D/W STA13+63. p � I I I I /WRSTA.43+B225 STA43F7924' ---- —°" 29 RT "`---"'—°.� E w (l .ii- V VFeney a CV1�1E� Texas Re isoabon No. 274 E 13430 Northwest Freeway, Suite 1100 Houston, Texas 77M 713.482.3242 1 tax 713.462.3262 ..00bbfendley Wm e eiI tRE� R� •�w.a a w. ncLlm. p�,nx p.xrr I nyinwr: HEATH R. Y�E P.E. s.In xs CeR AUWST IDI] A DFLA r pO4 u CITY OF LA PORTE r 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION PROJECT NO: 1212-028-M GRAM BY: TDB CHECKED BY: HRL SCALE: HOR7 VERT GEOMETRIC LAYOUT 3 OF 3 SHEET 16 DE 38 PROP. JUNCTION BOX. SM. - PROP. 12'x5' RCB STORM, I ss 1 .OR. 24' RCP STORM PROP, TWE A INLET, STR. - (19 ROP. TYPE A INLET, STIR. - (21) TYPE Cl-INLET. SM. - (16) PROP. 24' RCP STOR OP. 24' RCP STORM P. 42- RCP �1oRM /_FOPPROP. TYPE CI -INLET. SYN. - (la TYPE Cl-INLET. STIR. - (20) �30' CP STORM L _ R----r-------- --�— -1 24' RCP STORM & PROP. TYPE BB-•lEE Sift - (16 ------ 1 w f'!�- O „I 1 0 I Il I ROP. JUNCTION 80)C SIR. - 2 (t PROP. ]0' Rox STORM F _PROP. JAICTIOtI BOK SIR. - (3) —..—© PROP. 12'x5' RCS STORM 4n.. O 54W - ---- 7+ PROP. Yi ,� J,. «� STORM - PROP. TYPE 01 1.15, SCR. (22 - OP. TYPE Cl-NLET. STR - (17) PROP. 24' RCP ". '� 'm' •". PROP. TYPE A NEE PROP. TYPE A INLET. M. - (47-1-1 L� 11 PROP. 24' RCP S PROP. TYPE CI-NLET. SIR. - (46 PROP_36' RCP I __PROP. JUNC7R)N INK Silt - ( PROP. JB' RCP 5T PROP. TYPE Cl-INLET. SM. - .,. «, PROP. 24' RCP SI PROP. TYPE A INLET. SM. - ROP. 24' RCP STORM .'7 PROP. TYPE A INLET. 57R. - (49) •'° t ROP. 24- RCP STORM ROP. TYPE CI -NET. SIR. - (48) PROP. 94' RCP STORM- _ +oo --~- • I - - —_� - rW. 2 -NET, SM. - (52) STORMNLET. SM. - (53) I. STORM ACI! _SIPRM--- -�� --IJ-- TYPE CI -INLET, SM. - (24) 24' RCP STORM TYPE A INLET, SM. - (0) PROP. TYPE CI -INLET. STIR. - (54� 1 PaOP 30 RCP STORM_( -� ,F_PROP. "CTION Bo x. SM. - (8} PROP. TYPE Cl-14EE SIR. - (W>- 41 AI I )P. 24- RCP STORM N10P. TYPE ci-RAFT, SM. - (55) -, - D n . TYPE Ct-MLEI. STa. - (57) I 24' RCP STORM IFH BENCH MARK SERaWARX NIORMARM RM p)ppp]5 IS A 4- WASS P9( S M ax BRME AT IIOR. NANO FRPITA wrz, aalmlaaT � x T S a ) GATE .PSOWD FOR AT&T TEXAS/SN6T DATE �ARTIOMS a FOR OT W T WLv. CE14MAPOINT ENERGY ELECTRIC DAIS ( ftF�ss oDD "',F x CR GING J nu RFENETLous) : ° CobbFen( ley Texas Registration No. 274 W 13430 Northwest Freeway, Suile 1100 =Houston. Texas 77040 to 713.462.32421 fax 713.462.3262 vrNw.cobbferMley.com N W N Nrd fIEYIEW >w.r F.Env: 1H R LYIE uAMIST "I CITY OF LA O LI N M V) W V)) Z w J V) v U I— 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE SATE DESCRIPTION _ PROJECT N0: 1212-026-01 DRAM BY: TDB CHECKED 6Y: HRL Q SCALE: NORZ :1'.40' 1 1 STORM LAYOUT 1 OF 2 1 SHEET 17 OF Lr) a PROP. TYPE A INLET, SIR. - (89 I TYPE A INLET. STR. - (81), N PROP. 24' RW STOR -plop. 21V RW STORM PLOP. TYPE CI-INLEr. SIR. - (5B )I OP. 24' RW STORM n E'7 _ - — - -� - -' PROP. 38' RCP STOR - 36" PE : )r W. TYPE Ct-WET. STIR (n w N _ - _ - W t4D_ 37+00 Z w J (n_ _ :`PR(IP. _ _ _ _ - - - - - - X• RW SIIIRL "� C) PROP. TYPE Cl-INLET. SM. - (62).' " IA RW. IUNCTIM BOX SIR. - (9) QO �- PROP. 24' RCP STOR I 'CROP. TYPE CI -INLET, SIR. - (84) PROP. TYPE A INLET. SM. - (63 OP. 24' RW STORM Y L TYPE A INLET. SM. - (65) OP. 24' RW STORM i I I 1p PROP. TYPE A WFT, 57R. - (75 Eil III PROP. 24' RW .PROP. TYPE Cl-INLET, 81R1._- (74 - �.J ---� PROP. 30' RCP STWI ' O PROP. ,ARYCIION em STILL (11 PROP. 30' RW PROP. TYPE CI -INLET. STR.- (78j PROP. 24' RW OP. TYPE A INLET. STR. - (77) OP. 24' Cl-STORM rill— OP. TYPE CtINLET, SIR. - (78 ROP. TYPE A WET, 57R - (80 -PROP. 24' RCP STORM ROP. 24'RCG STOPN I y400 =PROP. 36' RCP STO 36' RW SR _ — JUNCTION BOX. SM. - (12 OP 24 RW STORY W TYPE A INLET SM. - (81) W. 48' RW STORM . TYPE CI -INLET. SIR. - (79) £ A W£L SIR.L �xqW N lv TYPE A INLET SM. (84) k_ ROP TYPE A INLET, SM. - (83) C YN, Slit - (13) ROP. 24' ROP STORM 48+00 49+00 -1-- _ - - OF. TYPE C MN, STR. - (14) / )I _ A e .12e RW Si018111 I . TYPE A INLET. SIR. - (88) Y • I Q a I I PROP. TYPE A INLET. SM. - (8] I II PROP. 24' RCP S I PROP. TYPE C1-INIET. SIR. - (88 IRO TII PROP. 38• RW PRW. JR1C110N BOIL SIR. - U�•y.�� r-PROP. 7Y, RCP STORM � - .i — t ' I PROP. TYPE Cl-INLET, SIR - (70 PROP. 30' RCP PROP. TYPE A INLET. SM. --.(]1 PROP. w- RW STMMI " r �j PROP. TYPE C MN, B STREET EKT. 50+50 _xr 30' RCP STORM TYPE A WET. SIR. - (69) . '. 30' RCP STORM TYPE CI -INLET. STR - (65) W. TYPE C1-INLE7, SM. - (72) ROP. 30- RCP STORM,,, W TYPE A INLET. SCR. - (73) I. 30' RCP STORM II O O BENCH MARK BENWMeekxmllATON RY 1050115 A 4' MASS N9L STAMP® RM OIWRS ON eRSx£ AT NORTH BtlM ifldTAIE ROAD OF NIGNWAY IM AND UTTLE LYpM RAY LOCATED pl DO SIRE NA`O �TE� )SWTIEAST ttWNER of n2R I- LAI 71W. 48' RCP 2 In - -- -- J w -_—�— =v 0 (c� cNEr� L PRIVATE UTILITY LINES SHOWN CENTERPOINT ENERGY GAS D41E (IN. SCANCE LINES NOT SNpIX) APMMD ION AT&T IERA "I TAPP .ANTWESNCONNVNID 1. ONE . dILY. CENTERPOINT ENERGY ELECTRIC DA (APPROT ONLY ION CNOTRNG uNDERAOD ID OPxTLIN' S IMF55 OTHERWK NOTED. D T PAT DI RENEW ONLY) CobbFendley u Texas Reglsoabon No. 274 13430 NOMwest Freeway, Suite 1100 Houston, Texas P040 713 462.3242 1 tax 713.462.3262 wx^.Vcobbtenrlley com MIHU AL� LL eMLO b 9N� IEAIN R. LYRE s.Ne CITY OF IA 3RD STREET PAVING AND DRAINAGE PROJECT SCALE: HORZ VERT STORM LAYOUT 2 OF 2 O T F- aw 1— cn (n Ln uj J w In Sv C� I— Q qrl v, 11� L� 1w .1 1.. ; IPB 11 !I a it !I!1 h!0 1 1 BENCH MARK ji0 AN I •,= BEtl�"ABf-'tlE°BI'A➢OB l060025 IS A 1 MASS DISK STNIPEO RN NW25 O w aeo AT ww H eDI%o fawiAC Ko n a Mww1T I{6 YA I1TR£ ®M SAYDIJ EASTm w UOwN sIHEAw CWCREIE WAX w souT1EAST CORNER oP arocE. (NAw IYBa. 2001 AW) CENTERPDINT ENERGY GAS GATE CENT ENE I SPOIN IGY SXORI) • - I_, .. I _ = I E1 1 1 d 1! d 1 '.a P i { �I 1 !� I M _I i O Mrv01[n [On AT&T lE%ASS ONLINST GATE LlnEROiDIIHI CgtlU 1 [ApUT(5 GlV aouRLREs vALo rm oxL r[Aa I "` tl � e i e imi i . 1 I t. 1` - 'Y � w i i i• i t l i 1 i i • q � I r l 1 II € I IPB IPB �• _. Irp I lEYmxOlf➢DIOILY[G�'IGCROIDµNGEI EROIWW NX[ KES cuss oeRLRIIIss No. o .T me a RE.E. o L' IPB ) - FB I N i T CobbFen274 - •- - _ _ ---- - - _ .4 Texas Registration No. 274 - w 13430 Northwest Freeway, Suite 1100 O 3RD STREET�" O 0 w 2 Houston, Teas 7704D '12+00- 13+00 ,.. I/+00 15+00 ---- 16+00 -. _ ... -- 17+00 �IjFDD=— __. -/if00 - '^�^^ ,-• 3RH STREET 21+OD z V1 ]13482.3242fa%713.482.3282 ..WbbfenEley.mm _ ---- — _ J w uj- - ,.- In _. WIT f"J C) C) v IPB u MEEi1 RE1tW IPB IPB n w ? IP Q a NGTn R LM L Ie i m 'UST >ou NOTES LEGEND GDN°�'E PAVEMENT CONSTRUCTED. CITY OF LA l'ORTE T. CONTRACTOR SNALL BE RESPgIS6lE FOR C1EAMNG M STREETS 11 -X X FILTER FAMC BARFOR CAUSED BY ASSOCIATED CONSTRUCTION AT CLOSE OF EACH WORK 'NA / DAY. ® FL1ER DAY 3RD STREET PAVINGD IPB INIETPROTECTON BABARRIERDRAINAGE PROJECT O BLOCK SODDING SSUE OAIE DE$CRIPRDN PROJECT NO: 1212-028-01 DRAWN BY: TDB CHECKED BY: HRL SCALE: HORZ VERT STORM WATER POLLUTION PREVENTION PLAN LAYOUT 1 OF 3 SHEET 19 DF 38 � BENCH MARK I S 11 i 1 i i I s 1 1 i oii i ' i i c 4 i i i S I ji:, i(e �� . r F { II ■� w ..p .��! (�'. T� :�I'II O RY pfi0025 IS A C BRASS DISK STRIPED RM WM25 /O� O1 W BRIOGF AT NBRTB BMW MCNTADE ROAD OF MGHwnv w AW 11TT1£ ®AR BAYOU .0 TED ON �-- 1 1 IPB ,., IPB FFo�pp Irk p Irmo T b 9U GEFAM (NAroxCR� �WALK �y)SOUMIFAST CORNER EL_,276 '9 ' IPB / 1 N N�. .. E. w Ln U) '— LLJ En ,3R_ STREET 23+00 __. ry�Dp. 26f00 h - 28400 min _ 31f00 3RD STR ET 32 N Lj �� v _ _ �. Be r y IPB IL W i W IPB IPB I �B v U °G1 Q m o 1 I FI >.. ,.. .. ., _ H l I NOTES LEGEND 1. BLOCK SEND SHALL BE PLACED ONCE CONCRETE PAVEMENT R CURB HAVE BEEN CONSTRUCTED. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEWING OF STREETS CMS D BY ASSOCIATED CONSTRUCTIOII AT CLOY OF EACH MURK DAY. PRIVATE UTILITY LINES SHOM DATE SEI JNFS OTT F:" awaN) Lc) ARpaARn roa AT&T TENAS /SNBT DATE Z urmFAmolo.17& 9OIANIFS KAIf FOR ONE 1£V1 N ENERGY ELECTRIC DATE NRON (A D BAL FOR C NES UAT O VALID TINE of VEWDBCB DBL VNL£56 OMFPb6E NOTED. O x* TINE a RENEW WL�; BN-Ess OT 1KN W CobbFendley w Texas Registration No. 274 L LJ N IM30 Northwest Freeway, SuRe 1100 z Houston, Texas 77040 J W 713 462,32421 fax 713 462.3262 N www.coDClendey.. U Q 1p6111 REiEY/ C PCbq sAUAAT A4 P.MW vE SWb M 10]Y48 T Ai] CITY OF LA PORTE I 3RD STREET PAVING AND IPB INLET PROTE110N CARRY DRAINAGE PROJECT O BLOCK SODDING ISSUE I DATE DESCRIPTION DRAM BY: roe CHECKED BY: HRL SCALE: HORZ : BERT STORM WATER POLLUTION PREVENTION PLAN LAYOUT 2 OF 3 BENCH MARK IrnDfueBuxFnmle>mn NY IS A AT BRA55 p5% $T/RY 0000]p DGE' BRNORTH BOUND TM WGIIWAY IK AND I1T ®AR BAYOU LOLI.IED ON WMNSIREAY WMIAETE W/.Ut ON 1p1TIEA5T CORNEA 1 i I anTocc MAW Ism. zwI Aw) II I I I t ,f o EI' •-�. ' W IPB 1 t 4 I L]_.! - + IPB - E IPB o p� NW +60 LL1 m 00 4 00 45 00 46f00 3RD STRffT 47+00 4si00 — iGfO J N PRIVAIL UTILITY LINES SHOWN U --- J (EMXSPOINT ENERGY GAS DATE (ERsx sERNCI U.RDT ypw> I 1 �I 1 I ( I rig • r N9ROKD F AT&T TE%/SMBT GATE < I I I 1 9GATURESNVWID LIT FT'pO�AS/ OLv. I I GENTERPONL ENERGY ELECTRIC DATE (xPVR ONLY FOR f U M O MLI T TWE OF VEW L WIFSs DMERWSF MpiFD. ALIp Al nE 6 REMEW WLY) aF CobbFendley Texas Registration No. 274 13430 NoMlwesl Freeway, Suite 1100 Houston, Texas 77040 713 462 32421 ta% 713.M23262 VAV,V b dley.com WfBEM �W 9 E D3906 MIW Of 40 a 9 NOTES u ^' CITY OF LA PORTE LEGEND 1. BLOCK SOD SHALL BE RACED ONCE CONCRETE PAVEMENT @ F CURB HAVE BEEN CONSTRUCTED. ' 2 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING W STREETS WW CAUSED BY ASSOCIATED CONSTRUCTION AT 0.05E CIF EACH WORK DAY. 3RD STREET PAVING AND DRAINAGE PROJECT IPB INIM PROTECTION BARRIER O BLOM SODDINGISSUE DATE DESCRIPTION STORM WATER POLLUTION PREVENTION PLAN LAYOUT 3 OF 3 SHEET 21 OF 38 w \ M M► 1 ;-,\ 18 5 10 13 4 4 3 TRAi ISNTRO NOTES 1. CONTRACTOR SHALL PROMDE Nq NSTNE TRARIC COITRDL DFACES IN CdiOWNICE rIN PART M DP )COS MANUAL ON UNFCQY 1RNFle CONTRet Cf\ACES (NI - LAIESF QI,EN WIN REVL911N5) DOING CONSERUCOCN. 2 NO LACES SHNL TE BLOOSD FROM T A.M. TO a AM. AND 4 P.Y. TO 6:30 P.Y. YaIGAY THM) FWIOAY. 3 OPT SEW PalCE OfT S/FEAO{RS NE NEGEB ED TO DEEM TRMIC MEN LANES ARE BLOCKED. 4. CONTRACTOR SOUL COMER NE EXCAVATOR WITH STEEL RATES ANCHORED PROPERLY OARING NON-WM(NC HOURS MID NLOW NORMAL TRYTTC HAW. E COYEMIG IS NOT PEASBIE. USE THANTEx M ME EOI 3e' DI LIEATOR OR APPROVED ECI WITH SNEERING AND BASE EPDXIED TO PAMMENT NEWT TO E1(CAVATON WING NON -WORKING HOURS S APflWTED COPE OF 'IRARIC CONTROL PUNY SHAH BE AVAlARE FDR INSPECTION AT NL TEES 6, f THE CONTRACIai CHOOSES TO USE A Oi{INIE NT METHOD OP TRAIM CONTROL PLAN UNMIG THE CONSINUCMIN iNAN WHAT Is IOUTJHED N THE CONTRACT DRAWINGS, (syE SHALL BE RESPONOB E TO R tO. BAIMCACES, 9aNS OIAHRE3 DENQj AND V 11. CONTRACTDR SHNL INSURE THAT NL BARRICADES ALL TINES 11 THE CONIACION SIAIE PROADE CFRIRIEO FLAG I? MAINTENANCE OP Au TEMPONARY SIGNING 6 THE 1C NL CONST IICTpN SIGNS AND BAMLADES PLAGE 11 ALL WORE SHNL CE PEEDBMED N SUCH MANNER NET. CONTRACTOR SINS MAINTAIN 11aBt ZONE SO TMA' PRIOR MITTEN AOEJRNT WIDI HOEOWNER, CON 17. THE CONIRACIat SOUL ALWAYS ENM NDE AN AN ADJACENT TO WORK ZONES THAT HAM LESS NAN 16 THE MAINUM MVO( ZONE LENGTN SHALL BE MO SECTION OF HCPD FOR APRWVK TEN MORNING DAYS PRgE TO YRETOITAROI. E MOLARS AND SN. D BY A EI ET6E) ENOiER N THE STATE V 1[NAS PLANS WEE BECOME A PART OF THE CONTRACT aIAMI D NWRSEC110N, THE CONTRACTOR SHALL CONTACT HARRIS CONTr PUBM NFAASIRUCIIARE DEPARTMENT. SONAL SEASON. AT I13-BN-3210 RN: (5) RS N1N5 PROELT AT ALL 1•ES lIIE15 011ERMISE AUAEIZID SPECNIY BY TE Ott FNa1NER. GENAIKN$ FAOMI 11E5E IYTIC VYHR0. FROM THE Ott ENGINEER. SH a PEACEVINGS AND CONSTITUTE MINIMUM IRaEREAp115 , SI ME NOT NIE S A TO COVENNUN S ECMIDAUE ao WAR THE IS OT AND PROM I01N5 THAT MAY ARSE W S PLACE PROJECT MAINTAIN SIENn ARE ANITIONAL SIN$ BARRICADES TA AIDS S CENCHE TO WARN THE P1 MA AHD PRONOE FOR THE BYE 10 M1E}E PRO.ECf IOIEppN15 NE NOT FLILY SAI6PED BY THE STANDARDS SHOWN HEREON. THE 'iRAS YAMIN. ON UNEORY mAFFiC CO1IRLL GONAN. IIAPAMEG NT MARKINGS, AS SHOWN CHA 91NL BE NESTED TO FR EE1D CONAND TRANS AS HANDLING DIRECTED IA ES DRMAINTAISED, E NO ADDITIONAL COST. NS PAIOREtIT YN•OIGS, CHANNELING DEN65. WARNING LOTS, AND 1RMiC MANaRNC DEVKES ARE MNNTAWFD IN A LEAN NNCMINN I.plRllal AT AS N®m TO ASSIST N THE SAFE MOVEMENT OF TRM1C N THE MORE ZONE ONSHITY W THE CONTRACTOR. NCWONG CONNECTOR CT LOSS/TAYAGE DLE TO ACTS OF VANDALISM OR ACCDIENT. RING ANY PLUS O CONSIRUCIION SHINE RERAN N PLACE UNTL TER RflHOVA. 6 EXPECTED BY THE ENGINEER. SEQUENCE MIKI MRL IMPOSE THE MINIMUM 6 INIEIWIIENCE BUT PROVIDE MAIMIUY PROTEI TO TRAEEIC CONSISTENT WIN THE BON TO SE MORE THAN 3 CONSEILTN: NE?DENCES ARE BLOCKED AT ONE 11WE AND THAT NO SINCE Dfil"AY 6 13 C 13) FOR MORE THAN 48 HOURS WIIHIOIT Tat SMALL PROMISE MITTEN N011ITLATI N TO ARECIED REQ04M AT LUST M HOURS N ADVANCE E NUMBER a PASSING AREAS FOR M)RLT.ES DURING NahWORI( HOURS SO THAT N AREAS WHERE TWO-WAY TRAFFIC HAS BEEN DIVRTED INTO AREAS 4xuo Cos mo _ Jf1 R m [ama I STOP • FTASTD DRUM NW T TRAfT10 SIGH 3 : rt 7 1• FLAGMAN PL .BARB CAN -► TRAFTIC O TRA ® w TWO-WAY TRMIC pROHN � � WVa L11i Ps H� 1 �;. 41 8 -A -- — "" 5 w vrc a 60°isclm� mE mcv ' P, wr DEIpUR O '' � Was BENCH MARK RFNf MARK IMPERMATEN Ru MW25 IS A 4' BRASS DISK iTNPR) RY DROSS ON BNIDU AT NORTH BOUND NNOI ROAD 6 HIGHWAY 146 AND TITTLE aYM BAYOU LOCATED ON DO. STREAM CONCRETE WAIT ON SOUTHEAST CO MOOR O BRIDGE (NAw ISM, 2C01 ADJ.) "as �NCF ENERGY BOND wl£ ANPaI FOR AT&T TEXAS 75WHT DA71 aOglFM(ExMOOUCOMFNIMIT iMAGI OIY. CENTERPONT ENERGY FIECTRIC DAI (APPIIOMO ONLY 1. CROSSING ..E.... GOV INE+ ZEN OMERMSE.l VKO AF N., O R[N[N W & CobbFen&ey Texas Registration N0.274 13430 Nodhwest seaway. Suite 1100 Houston, Texas 77040 713A62.32421 fax 713.482,3262 . cobNendley.coTn INTERIM R� pipWp y AI A A HEATH R. LY.£ A GRIST —I CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT SCALE: HERZ : VERT TYPICAL TRAMC CONTROL PHASE I 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVACES IN COFd111ANCE WITH PART M OF IEYJS MANUAL ON UNIFORM TRAFFIC CONTROL Dlo CE (IMUICL - LATEST EDPOON WTH REVISIONS) DURING CONSTRUCTION. 2. NO CONES SHML BE NOO(ED FROM 7 A.M. TO 9 A.M. AND 4 P.M. TO 6:.10 P.M. MORAY MENU MAY, I OFT DUTY POLICE OFFCEHS/FLALWt: ARE REQUIRED TO DIRECT MAFNC MEN IMES ARE TBOMED. 4. CONMACTIR S COVER M EXCAVATION YIIH S1EFl R MS ANOCIQD HDPNEY DURING N011-RpiMG NOIRES MO All M NORMAL TRAFFIC FLOW. F CO\E1WG 6 NOT FEASIBLE Ug T MMX M 118 M N' DEERfATOR OR APPROVED EQUAL WIN 9[ZRNG AND BAY FP01ED TO PAVEMENT NEXT TD DIGVAIRN WRING NOM-WRIONG XWRS & APPROVED COPES OF -111AFTIC COli BANS' SNAIL BE AVALA FOR MSPECpDN AT AIL III 6. F THE CONDtACMR CHOOSES M USE A DifERplT METHOD OF TRAFFIC METRO. HAN DURING THE CONSIRUC11011 THAN MAY IS OIRNIED IN M CONTRACT ONAMNGS, (S)HE 9 BE RESPONSIBLE TO PREPARE AND S1RlR ALEMIAIE HAMS TD TRAIIRC SE 1 OF NCPIO FOR APPROVAL TEN WRRONG DAYS PRIOR TO IMPLEMENTATION. •MEY HAWS SHALL BE DRAM TO SCAIE ON pfPIROWlBE li AND SEAJID BY A LICENSED ENOHEFR H M STATE OF TEXAS PLANS MLL SLOE A PART OF M CONTRACT DRAMNGS 7. F THE PROJECT IS MMN 400 FEET FROM A SIRNAIIIm NlERSFYTHON, THE CONMACidi SHALL CONTACT HWMB COUNTY PIIMC NFRASIRUCNIE DEPARTMENT. SIGNAL OVISOH. AT 713-881-XHO FIVE (5) MORNING DAYS PRIOR TO M START (i CONSMUCMN. a CONTRACTOR SAIL PROMDE ACCSS M AIL HOMEOWNERS ALONG MIS PROJECT AT ALL TIMES UNIE4 OMENINSE AU ICISIM SPEONLY BY M CITY ENGINEER. DIMARONS FROM 11ESE TRAFFIC COMMX PLANS ARE NOT PERMITTED MMOIT PRIOR APPROVAL FROM M CRY DH 9. M SONS BMREADES AND NAMONOB ,,,M ON THESE DRAWNOS CWSR1uYE YMWM REOMELEINNTS AND ARE NOT NIEMEED TO 004ER Siti gRCUUSTNNLS OR OMEN, DERE(fl 6 MAT MAY ARSE W W UIfOESLLN FELD COCIII M COITINACTR S RACE AND MAINTAIN SIFFE IDIT MOTIONAL SONS, BARRICADES AND WARNING Dill'i TO WARN M PUBLIC AND PROVIDE FOR M SAFE MOKIQNT OF BEIM VEINULAR AND PEDESTRIAN TRAFTC WERE PROJECT REQUNEIERIS ARE NOT NLLY SATISFIED BY M STANDARDS SHOWN HEREON. THE '1EXAS MMDAL ON UNIFORM TRAFFIC CONTROL DEMOS AND TXDOT - D61RICT 12 STMNDARM SMTL GONERH 1B BARRICADES, Sli CHANNELING DE"= AND TRAFFCAN HDIDEM.'15 NG AS SHIOWN SNAIL BE ADJUSTED M ITT CONOTIONS AS DISDiCD BY M ENGIMEM AT NO AOpTONAL CAST. 11. CONMACTOP SNAIL HERE TAT All BARRICADES SIGNS PANMENT MARI(i ONAMELtNC DEVICES, WARNING LIWTB AND llt 1 MADDING DEMLES ARE MAINTAINED M A DEEM fUNCIONAL DONORTCH AT AIL TONES. 1I M CONTRACT)R SHALL PHONOE SRIEED MG MEN AS NFEDm M ASSIST N THE SAFE NONMENNT OF TRAFFIC N M MORN ZONE. 11 MINTpNMNCE OF ALL TEMPORARY SOWING 6 M RE9•W90.11Y CE M CONTRACTOR. INLLDNG CORRECTION OF LOSS/OAHAIE DUE TO ACTS OF VANDML9I OR ACCIDENT. 14. ML CONSTRUCTION SIGNS AND BARRICADES PIACEp WRING ANY PRAY OF CONSTRUCTION SNAIL REMAIN IN PLACE UNTIL TER REMOVAL 6 DIRECTED BY M ENGINEER. 11 ALL WORK SHALL EE PERFORMED N SICK MARIETR AND SEQUENCE 'MEET ELL EWOSE M MINIMUM CE INTEIWFIENUE BUT PROVCE MAXIMUM MOME47110IN M TRAFFC CONSISTENT MIM M WON TO BE 16. OONN1MACWR SHALL MAINTAIN CORK ZOE SO MAY NO MORE TAN 3 CONSEDUTIW RESREMES ARE BLWED AT ONE 111E AND MAT NO SINGLE DRINEYYAY 6 WOOOED FOR MORE MAN 48 HOURS WTHNAT PRIOR WENEN ACRFL<fR MM NOIEDMIEN. CONTRACTOR SEAL PROVIDE YNTIEN NOlF1CAliON M AF im RESUFNOS AT LEAST 72 HORS N ADVANCE 17. M COMTRAtTOt SNAIL ALWAYS PHOVICE AN ADEQUATE NUMBER OF PASSING AREAS FOR VOEQES DURING NON -MONO HO i SO MAT N AEAS METE TWO-WAY MASTIC HAS BEEN O Ml) MN AREAS ADJACENT M MAN ZONES MAT HAVE LIST MAN (2) FILL WCM LANES MAT (2) VO11OES CAN SAFELY NANCAW PAST ONE MOVER. IBA M MADMIN WON ZONE MGM SNAIL BE BOO' OR AS APPROVED BY 11E EHLTEER. oD yEf l� WOM OIIR ® . DRUM ay fi T TRAFFIC SIGN CM.'-W 5 W a IP 9 Z T �"�'L ... TYPE . MMICIDE J u ® WORK ZOE � O DETOUR 4 CW4M 6 GWW.W 10 " " 4 :.= 8 `fi: ® WM WMWAxe DyUR R}I AIti o-2 ® �F•N' D m 7 .xM 11 N.N 5 T-01 TSMdN.;N�.PLMx N NWIWIoa.o DETOUR L . � BENCH MARK BER@WBSiJlE�IB1YM FM 11060025 6 A e WASS DI9I STAMPED NI 011eD25 ON DODGE AT NDIM 9gRp FaMlAGE MAID OF MWAxy 1. AND OTTL DUMP "You LCGTED W DOWN STREAM Cd10SlE IMU, M SOuMEAGT CANER OF 9RIOOE (MAW IM 2001 ADA) CENTERPOINT ENERGY GAS DATE (Naxt SEANCE LIES MOT SHOMI) ABROAD POI AT&T TE%AS� T DAIS I.NyERWMIp COMPAT cApun Olv. 91MATMES VA-0 I'M CAFE YEAR CENTERPOINT ENERGY EUCTRIC DATE (APPRO'hO PAY FOR 011061 1NOER4:YIO NICNMEs MA -es OTYFANSE NOTED VALID AT RVE W RENEW ML11 CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713.462.32421 Tax 713.462.3262 .w coWandley.com IREE.1 KEMEW xP��lawe ac U. nlm. o s A..nn i Pm=... Z— XFATn R. rLE PE. s.w xe.: 1o2RAs Oalc ti ST 20121 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT �DRAMN BY: roe � CHECKED BY: HRL TYPICAL TRAFFIC CONTROL PHASE II SHEET 23 of SA l MAIN 0 PUBLICR ACCESS ID OELLLY MILE AUTO PMER S,LVN BEAOI %EL1055 mnm BEAUTY, SUPPLY B101E NN®[ AIO ADLAmIf BUSE596. 1. UB12i SITd1D. Sg4Aa AID 011E1R TIAIFM' CIXIIIQ D/.MO PER aOL TOP (1-{) - 12 TO SVBY MOTE TRAFFIC PROM IM U11T BOIID lN� 2 THE BUSINESSES; SIIZL a PROVED) PUBIC owm AND names! PRoAM, ADS. SS AID M7. A 1lQIN PINOI MUIOI PR,Ees Mass TO Aoe S M MESS MITES MINED AO; AD4, AND AOB ME TO BE aDsm. PORTE MEDDAL CLINIC �lu R y TIED OAK TR)BINL ON IIILTSANK i CW WEKNRE RDID = mm a ,1 ADO t R iuTr TR PP,f rIN uDTTs BENCH MARK 1. CONTRACTOR SHALL PROIEE AND INSTAL. TRAFFIC CONTROL DENCES N CONFORMANCE Y PART M OF MKAS MANUAL ON UNIFORM TRAFFIC COMI DEMCFS (TMUTCD - LATEST ECN444 RY /�pp95 5 A { BRAN STAMPED STARY 060025 'MN REASONS) WRING LUISIRUCIHN. 04 BIR04 AT NTH SOUNDFRORAQ ROAD OF 2. NO LANESBLE ES S AUL BE DCI FROM 7 AM. TO 9 A.M. AND 4 PX HMINAY 1M AM)ORUTRL ®AR U O, L0 m OR TO E:30 P.Y. YOIDAY TNtU fADAT. DD1M STREAM CMC ETE MAIN OR SOUTHEAST GOWER 1 Ei GI POLICE OMIXS/TlACfiRS N£ mxww TO DIRECT 6 WOOL (NANO 19aB, Elq M.L) ¢-iz]E N TRAFFIC WEN LANES E BLOCKED, 4. CONTRACTOR 94NL COVER THE EXCAVATION 'MIN STEEL PLATES NC4OTED PROPE3Y DURING NON-NOEWG HOURS AND AZ,.ON NORMAL TRAFFIC FLOW. F 00 E IS NOT FEASIBLE USE AREQUAL FIR TO EE�TNG BASE EPDXIED PAAMDAMNT NEXT TO IXCAVARON DURING NON-W01004G HOURS S APPROVED COPES OF'TRAFM CONTROL. RANT STALL BE AVAE.ABE FOR NS'ECTON AT AU -TIES. D B. F THE CONTRACTOR CHODS.S TO USE A DIFFERENT METND OF MOj 1RAPFIL C01411ROL PUN WRING Tf CONSTRUCTION TI4/J1 MATS 'S OUTLINED N THE CONTRACT URA51ENG5. (S)HE SOUL BE RESPONSIBLE TO PREPARE AND SUB1R ALTERNATE PIANSP M - ) mR SD7RC4 OF HCPD FOR APPROVAL Lill MORNING DAYS j W PRIOR TO IMPLEMENTATION. 4TEg PEARS SHALL BE MAW TO SCALE ON REPRODUCIBLE YYLARB AND SEND) BY A IHL49D DH94EDR N THE STATE OF IEOAS RNS 'ML BECOME A PART OF THE CONTRACT CIUNOS J. F THE PRO ECT IS W N 400 FEET FROM A 9GNALIZm 14M RS:CION. 1TE CONTRACTOR SOUL CONTACT HARKS COUNTY BAY PORTE PUBIC EERASTRUCNRE DEPARTMENT, SIGNAL MM9DN. AT NINWL T}BIN-331O FIVE (5) WORDNG DAYS PRIOR TO THE START OF NOBPEAL CONSTRUCTION. D s 8 EM AD14 F MAIPROPENT NMERS 7 C FDF tll 12 D13 H311 �, �� ry r MIND � Wr WANK PRIVATE UTILITY LINES SHOWN 1D10 AD11 _ / 7�Fw15 WADI �K I>�+-•1 _ 12 ON sW V. (POSTED SPEED LIMIT 35 M.P.H.) N 1 AD3 DRUMS IETN NIM AL PANELS O 20' C-C i v AD2 O EILLY AUTO PARR ACCESS DRIVE 1 (ADM) PARO.R m Its A04 I I IE �EMFt ZOE REIN ARTICAll A� I .STORY 201 O 20 C� I I I S'i MVN BEACH WELLNESS CENTER CENTRPCNT ENERGY GAS DAIS �E INFIRM SWMCE F E5 Mo, 91pIRR) ~ N4RONp SOLI AT$T lE%AS/SONIC DAIS MOUNF T FA �E fAa OILY. DVACMCCSGNAIJD E5 , y CENTERPONT ENERGY ELECTRIC GATE (APPROVED POLY FOR CRC MG UNDERW WNO WCNNI S ,y y urvlen omERN6E N.FIEO AUD AT TIRE GF R111. �Nt :° CobbFendley H Texas Registration No. 274 N 13430 Norlh s F.y. Soils 1100 Ho ., Terri T7040 713.452.32421 Ta%713.432.3262 � www.m5blendky.aRn AD? ft� MW RON EDYD DIED ry DEfOUP LMW %AIYD 5 16 9 3 � O •9• AIMAP DETOUR N 6 1101 141:a ® M ROIm P° 11ERl 1MIIIC k6l DETOUR R6 1 3ONb Nlr DIMIDUR 4 8 -1-2-1 fa 6 �" • PLASTIC MIUM III,TRAPIIC SOON ..+ TIFF IN YOFIAOL STOP N FLAGMAN y TRMIC FFDw R•►TWO-WAY TRAFIC _. WOB( ZONE NINE TRAFFIC DNER9DN PER aLTAL O (N) ACCESS DRIVE Ya AW ®�e M R t OR PcvRw FOR VC N19EA lE,EI' WCdn9 m P.mR pE— EmJ— HEATH R. L1' RE, S W Nn: 102946 AJOLMT 2013 CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT -Tut I DAIS I DESCRIPTION 1 PRO.ECT 14 121P-02B-01 1 ORAWN BY: TDB TRAFFIC CONTROL PLAN FAIRMONT PARKWAY PHASE I SHEET 24 OF 38 fYdlllT VYr(WAY TII.IW ffY,lEd MIIIRITK �yq� anat TET BDIIID LANES BETTmN BD AID 4111 ST�f tHE NNO R9JC ACmO 10 u PoRIE ImRML CHIC. BAY PONL ANIMAL HOSPITAL FARM IIISRANCE COFAMY, MAN PROPERTIES. AND AIDA1<aTT BVlESSIR 1. ITOill MINING. SENATE AND OBPII TRAFFIC CONTROL Rim PER DI TAL TS (1-) - 12 W BARNEY NOW TRAFFIC 111131 1i '�T SOON IMIS z TN BUSINESSES SHALL BE PROW= Kew � AND ml® MA ADS, ADta. A0I3. AD14. AD AO]. K W141Q45 � 2D AID 91) STREET ALSO HAW ACCESS TO I STREET TN AD14 WOI IB A 1giDGIR ALLEY. I H ACCESS DR40 KAMM ADS, ADIO. Mi. AO5, AND ANS AIN TE K ODD. r. Of m J� f- all- y y COTCP(1 DUAL ROAD 9H SHEET 1DPy1-41 - to W SEER V. F + AD2 HARRIS COUNTY TRAFFIC CONTROL NOTES BENCH MARK $ ,. CONTRACTOR SHAME MOWE AND INSTAL TRAFFIC CONTROL $ DENCES INN CONFORMANCE W11H PART M OF MXA5 MANUAL ON RRurwuARK INFORMATION UNIFORM TRKflC DONIRQ DEMCFS (III - LATEST MIXmi RM p600'35 IS A C MAW DISK STAMPED W NW25 MIEN REN9CNG) DIIRNG CCNSRtIICIIDN. ON BRIDGE AT N 11 BOUND FRONTAGE ROAD OF $ I NO LANES MAL BE 9L003D FROM 7 AM. TO 9 A.M. AND 4 P.1A XMXwAY lab AND Jn GEDRR BAYOU LOCATED ON TO 6-W P.Y. MONDAY THRU FFRAfDAAYY.$ D= STREAM CWCREIE . ON SgURHFAST CORNER $ 3 TRAFFICGu WHEN TANS ME BLOCKED ARE REOIARFD TO mw= OF MDGE MAV) 19M, 7WQD1 ) EL-11]6 $ 4. CONTRACTOR SHAME GONER SHE DEAVATON TWIN STEEL PLATES ANCHORED, PRODLY DU1WD MWtiEOWaNG HOURS AND ALLOW NORMAL TRAFFIC FLOE F CO%VWD IS NOT FEASIBLE USE TRANTEE IN 334 M 3F DILSEATON OR APPROVED EWAL YEN $ SEEING AND BASE EPORO TO PAVEMENT MEET TO EKCAVA761M $ DURING CO M APPROVED COPES OF'TRAFFIC CONTROL PLANS' SHALL IE $ AVAILABLE FOR INSPECTION AT AL TEES 6. F THE CONTRACTOR CHOOSES TO USE A DIFFERENT METHOD OF $ W TRAFFIC CONTROL RAN DURING THE CONSTRUCTION THAN RUT N $ OENNED IN THE CONTRACT DRAWINGS. (S)HE SHALL TE $ _ < RL�ONSBIE TO PREPARE AND SUBMIT ALTERNATE PLANSA A TRAFFIC SECTOR OF HOm FOR APPROVAL TEN WORKING DAYS PRIOR TO IMPLEMENTATION. $ •RESE PLANS SHAME M DRAWN TO SCALE ON AEPRWUC9E MYLAAS AND SEALED BY A LICENSED ENGINEER N THE STATE OF $ IDEAS PLANS COIL BECOME A PART OF TIE CONTRACT DRAWINGS. 7. F THE PRO.ECT IS WITHIN 40D FEET FROM A SNRALIiFD NIERSECIION, THE CONTRACTOR SHALL CONTACT HARRIS Cd1MIT U PORIE BAY PORIE jF—C PUBLIC INFRASTRUCTURE DEPARTMENT. SIGNAL OMSON, AT LIEODPL ANIMAL 7I3-8111-300 FINE (5) NO6WNG DAYS PRIOR TO THE START OF CLINIC HOSPITAL' q OLD m 4 Ap4 A(U6W MAIN 7 $ m 12 t3 3 P IN m Ap8 10 Ap1t h- 15 Apt ♦ PRIVATE UTILITY LINES SHOWN J _ CENTERPOINT ENERGY CAS DAIS `- - « EA (ONTEx SNCE LIES NOT 9OMN) 4 --. TIDY 4 —— 4 _ �—_ — _—_ f / IOWO FAIRMONT PARKWAY (POSTED SPEED LIMIT 35 M.P.H.) I SGxATUREuxo DFOR F1AOEunCSSoiv. DALE 9fNANRES O CO DO CAFE YEAR J y y CENIERPONt ENERGY Et£CTRIC DATE (APfYROYFD OILY Fm CPOa'9N6 DMERIRWNO pKR1NE5 `D3 Ap` ADS ADS � M) �T A ' CobbFendley A, N Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 7]040 EAIITY 713,462 3242E Tax 713 M2 3262 PPLEB www.co5blentlley.mm OREILLY AN AD] SYLV-- AUTO BEACH PARTS WFIINESS CENTER NIEtN IEMEYI d0Ein9 'It ex.— Purpose. ex.— X R. FL SxIx am: 1 wur AUGUST W13 ACCESS DRIVE 1 (ADI) ROAD ISM ry N 5 NK I6 "S O NDNR NW NfN 6 10 ® TRI TRMC R6-, 5o.w nlr 7 mRm lo-S 11 IMZN rum DETOUR aa� J~H 8 12 " AUTMCNE E PLASTIC DRUM T TRAFFIC SIGN "' TYPE IN DE IARRWA ETOUR f STOP v RAGMAN -► TRAFFIC FLOW m 171 - ► T WAY TRAFFIC v;a WORN ZONE M TRAFFIC NWRNNI PER DEAL (AD) ACCESS DRNE ETOUR -� f• >R 18 Asa ®� - ® 19 r . - —, w -wN. Is w-� E aLmR PAO' TPN��¢jjL �� win ^ • \ �� A a`IN..ADI N.src DMN CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE OAIE OEMCRIPTON DRAWN BY: TOE CHECKED BY: HRL SCALE: HOR2 : VERT TRAFFIC CONTROL PLAN FAIRMONT PARKWAY PHASE II BENCH MARK emceYe�leurm RM µ`60025 IS A { MASS DISK STAMPED RY NW25 M BRIDGE AT NOUN BWND MONTAGE ROAD OF MGXWAY IAS AXD OTT£ GIDAR BAYOULOCAIEO M OOMN SIRF.W CONCRETE AAW ON SWMEAST COMEN 0' BRIDGE (NAND 1950. 2001 Qa) _ _ _ _ _ _ _ y M -- 6 10 TYPE III BARRICADE 5 1 13 15 °� TRAA CONIRO N9TFS 1. CONTRACTOR GNALL RDVIDE AND INSTALL NARK CONTR0. GENIES IN COIFONANCE REIN PART N A: TDGES MANUAL ON UNfORAA Tlt T CONTRO. GENDES (1W1OD - UTEST E➢ITON WEN RENSIORS) MN DURING,CONSNUCIION Y°� AR I NO ES Sll� BE PWCE OEQR�/®AY. FLAR:GDts E REOWbD TO DFECT NAITC WOI LAIFS ARE BIAOED. 3 GET•NO-N lYL 4 CONTRACTOR SHALL COVER TE EXCAVATGN'AIM STEEL RATES ANCHORED FARD Y 0O•ING NON—WOMNG HWRS AND ALO'I NORMAL TRAFFIC FLOW. IF COVERING IS NOT FEASIBLE USE TRAM I5N ]OB 1 ��'� N F 9 •JZ ERI M' DEIIEOR ATOR APPROVED MAIL WTI SEEING AND SASE EPDXIED TO PAVEMENT HEIT TO E%CAVATION DINING NON-WMNMNG HOURS,HOURS, 1 APPROVED COPES O 'IRAFITC CONTRM PUNS SHALE BE AVA• AM F FOR INSPECIRIM AT ALL TIMES, 6. F TE COIIRACIOMR CROOSES TO USE A DIFFERENT METHOD OF NAFIIC CONIRa PUN WgRG 11E CONSTRICTION THAN WHAT IS OM1lRED N THE CONTRACT DRARNOS, (S)K SHALL K FE40NSBlE TO _ PREPARE AID SUBMIT K1F#1Ai PWISA TO TRARIG SECTION OF HTG FOR APPROVAL TEN WT/NNG DAYS PRIOR TO NRF1pNTATNx TuN� °p•• �_ EPUN SE S ,1 BE GRAIN TO SCALE ON REPRODUMHE MRWRS AND SEARED BY A Il(IINSD ENGINEER IN STATE OF IExAS BLEARS DULL BECOMEA PART OF TIE ACOI CONTRT AWNGS AAWAF AM M T. F ME PROJECT IS WITHIN AO) FEET FROM A SLIMMED NIERSECIION, THE 00147 OR SMALL CONTACT HAR✓IS CONIY RAISING fFRASiRUCTUE OIIEP R. SIGNAL OWSON. AT 7IMBAL-021O FIVE (5) WIRDNG DAYS PRIOR TO TE START OF CONSIINC'l101. RI ,T T (DENTRACTUR SMALL PROVIDE ACCESS TO ALL HO EOMENS ALONG MS PROJECT AT ALE TNFS UNNSS OTERWI3 AUNGRIIID MEOAELY BY THE CITY ENGINEER. DENAN)NtS FROM NEB TRAFFIC CONTRO 2 6 air 1 0 v • v 4 PUNS ARE NOT PERMITTEDWNOUT FIRIOR APRiOVK FROM TE CITY ENGINEER. B. TE SONS BARRICA0 AND MANI SDYAN ON TES GRARN S CONSTNIE A•EBDM IIEOIIfElEN15 AND ARE NOT NTENGED TO COVBt SPEGAL GIRCWSTAN45 OR ONION GONDIIDNS NAT MAY ARISE WE TO UNFORESEEN FEED CONDITIONS TIE CONTRACTOR SHALL PUCE AND MMIN SIRILENT ADDITIONAL SONS BARRICADES AND YIAWRING DENTS TO WARN THE PUBLMC AND PHONON FON TE SALE YOVE)AETT OF BON NHWEAR AND PEDESMAN TRITE. HERE PROJECT EOEREMENIS ARE NOT MLY SAIISED BY TE STANDARDS SHORN NEEW. TIE'IEIAS MANUAL ON OROWM TAAFi1C CONND. pN R® OENRS' AND TROT - DWST ICT 12 STANDARDS S WVDM. 10 PERDUE 10. BARRICKES. SONS, CNARNEING DEVKXS, AND TRAM HAIDUIG [ENDS AS SCMN SHALL BE ADJUSTED TO FIT FEND CODINN$ IS DEECIIED BY TIE dOtEDR. AT NO AOGipNAL COST. 11. CONTRACTOR SMALL INSURE TUT ALE BAARICAEES, SIGNS PAIEMER MARISNI CNANELD DEICES. WANONG WITS AND TRAFFIC HANOID OENCES ARE MANTANED N A CLEAN f1111CIIGlK CONDITION AT FI AIIIIIIIIES.12 THE WNTRACEOR SMALL PRONG: LER1FFD FLAGMEN AS NEEDED M ASSIST IN TIE SAE MONEMEMT OF TRAM RD INTE MORM ZONE Z b . b M A A I& MAINTENANCE OF ALL TEMPORARY SONNG IS NE TFSDONSBli OF WE CONTRACTOR. INCLUDING CORREC'MIN ON LDSS/OAMAOE DUE TO ACTS OF VANDAHSM OR ACOOENT. J N. ALL CONSTRUCTION SIGNS AND BARRICADES PEALED WRING ANY RUSE OF CONSTRUCTION SHALL REMAIN IN PLADE UNTIE T!N REMOVAL IS DIRECTED BY THE EMOWEEL IS ALL WORT SHALL K PFMEONMED N SUCH MANNER AND SEQUENCE WEON WML Ml 0 NE MINIMUM O INiEJWEETIZ MIT PROVIDE YAxNUY RROIECTON TO TRAFFIC CONSISTENT WIN NE MOM TO BE T2 MOATS k m IS. CGN�mAL-mR 91A11 YANTAN MDR( ZONE 50 NAT XO YORE THAN 3 [ONgOITVE wfr RESLVIRS AE MOC ED AT ONE TEE AND THAT NO 91GE DRIVEWAY IS BLOq® FOR MORE TUN b NWRS YI HOUT ® DETOUR PRIOR WRITTENHDMEOMER. SX AtYEEMpIf YlM COTRACION AL PROVIDE WRITTEN NOTFBGTION TO AFYEM0 RFSDENCES AT TEASE IN ADVANCE 17. TE CONTRACTOR SHALL ALWAYS PROVIDE AN ADEQUATE N MMBER OF PASSING AREAS FOR VETECLIS DURING NON -WORK HOURS W TUT INAREAS WHERETWO-WAY TU£TlC HAS BEER DMNRTED INTO AREAS0 Ya ADYRIIIT M MORON ZONES THAT HANi LESS TZAR (2) RILL WON BY THAT (2) WWGLS CAN SAELY NA 1GE4W PAST OK ANOTER 7. 1B. THE MAAMUM WOK ZONE LENGTH MAU K BOO' OR AS APPROVED BY TE ENM>hER. TVAA"'�,a mnea .l rcrWD ST • ILSIIC DRIIY T 1RIFFC 9GN m ... TI1E � aARREADE •• iLAOWW y TRAFfD FLD'M fyTwO—wAr TRAn1c AWM WON ZDIE ® ki 1gYf� N' rA!p� s�ep.'rmN IN: ua[e r-w pENIERPONT ENERGY GAS DATE (ENTEx Bera. LMIEs N01 910YN) AP%D\E➢EOR AT&T TEXAS/SWBT DA'C VYEAgWIp C �T FFAC EIKSGIIY. CENTERPONT ENERGY ELECTRIC d (Appa)AE➢ ONLY FOR CROSSING VN°ERLROUND WEo NELS UNl£ss GMERMSE NGIED.. AT MINE a RrnCw Wi-I CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 72040 713 462.32421 Tax 213 462 3262 . oobGendWymm IINTERIM CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT 14 1212-026IPROJECT 026—OTT ORAMH BY: TDB TRAFFIC CONTROL PLAN WEST MAIN STREET SHEET BENCH MARK BQtl'tlYAa(JlEaeIAMxN 2011 Edition - Revision 1 Figure 6H-19. Detour for One Travel Direction (TA-19) Page 697 Sp not• 11 T v • T mo-STL OS 4r x 4e• T tYl-eaT Is. o}• II SIIW VMtab vIM TWA Qrs! hill InM11y rvlvf lrq. roar ISX� oWllla I IyrT•. ISp mt•• 4 • SIAx 'IYY � END ArrRg 020-2 4s• x zr C I-4R yi(SINI 4e• x 41' dt]-IP M 00nWIrfl Prot Rmb OnIV 24• % 24• Mf Tm•r I..Ith• tlop brn rouN•d off. rot• 21A L•Lagrtl of Tap (") hYIOM o1 Wfsil�Tl e•Pa•1•d epNalYPNt LEGEND Tye• J amrlaam lnp Oavlps Plt•a r ITMI elar 1. slat NNW) Li� FI. F.I. Y n1Y b•lrml• Ta�F LwV1b M• SgP•r•a nmI— Smplrp aI CNoms- ztro Mle•s Ylnl. Flm p•} pl•Ivs Lvp1lWFtlml MM Spm '6' S *p 10' n• Ir r a ran ay.d 3 q 150' 165' 190' 30' W, 120- 111 3! L•- 2115' 225' 245' 35' 70' 16o- 120' 40 W z65' 2e5' 320' 40' e0' 240' 155' 45 450' 495, 540' 45' 90' 320' 1", 50 SUO' 550' 600' 50' ICE, 400' 24W 55 L•Ys 550' 605' 660' 55' Its- S00' 295' 60 600' 660' 720' 60' 120' no, 350' 65 00' 715' 780' "' 130' 700' 410- TO T00' T10' 640' TO' 140' 800' 4T3' T5 TSO' e23' 900' TS' t50' 900' S40' TYPICAL USAGE b1EF yK6F yY1T TERa 1NI61FaauTE Lao IFlY aMTlg1 I Al.. TERN 6TATIaWY WATIaaA GENERAL NDTES 1. IImF °r1e1Ya b •laV rrI• Flsl V• gFylpE➢, z. All KaMIG aalilrPl Z. I I Ilrh'mW an REOpIMO� 6lppf tt,Ne d•Vl.d .IM 1b frlaplf bmny b mlHtl lI•I FI°M Alpuer• In tb a10 s far rmftm mtnfavw rorh, lwl apgp q m eglnr. 3. ilia LRO-Ip 'IWO .OM AXFAO' .Ia1 Np b r.Peulm If 1b V1.Ibllltr at M•'pr4 ml• IF Iw ilvl ISaI M. 4 A Ym WWI` a 1W .timid b wied aaftW If am b p•ItIVM 30 fa Ip0 NM In O1vlYM of }IY Wa m ap zVpmP. .IMV4f MWp1Y wictiro 1m prfavla or poi Ity of MY V If aNrI, are m lap" Gent Ran"am v v mMltT. r.plln t11. IraNII, .1 ro rmIn in Plant Tye 3 earlseems ar bits Ma mi II.IM MIpF Yry b YoolfulM 31� � Ill. 9etlr W .I.. NIA. s AmM., 9wp• V.hlolp .1. lYu •a/ m PRIIII ° a% Me pw.o v)aa.. ro tlwp Y. In cM1r p W. .Ibr Vax saxI TER (1-4a) 6 If Mlz IV I. u fv 0 IM la• alaaz.. Grp -SR -LEFT LANE (1IRO• naY 1n11 b mM el WnnH:fro pVlw tivll p. alw6 m 1W °nf.rl lm ur. m.4.4 b a°1.at Mr qA am. hm 0pp.lry lrafflo .IM 1m Grp pm.l a1wV In 1m aIAO la. Iv f11. ao a1 MY .py1ro tN.r. TCP (1-4b1 I. Y•m 1r II. 41nvlp mr a yet Im anla'l lm. aoVl.l lxln z V wanmm .IPal. 'Ea Good m me m +mr. .201 It It. oxM a. M aA er •Ipr. atl fT lapmf epflaq of 1/2] IM. s I. fir ppd In aM1 ml. t1s, . d.VI amine I. Inro1N6 1a 1M as °I moll lotlnp Iphlry.r m111r Mlre rarx . (Eihi SrRI ONES NNor GAS ) OAiF 0500V Fre AT&T TFYAS/iN9T DAIS .... ooirlmwsr_ x... vswD'Al 1Wuff eroiw ael) •s CobbFendley .•. u Texas Repistra0on No. 274 1UW Northwest Freavny, Suite 1IM Houston, Texas 77040 713.46232421 tax 713.462.3262 ww cobbfendley.cnm M6EI IEKW A., v�p•mIt •. , In nGTn R. LY.£ F. swVi Ne.: 0290 .I. Auwsl zou CITY OF LA PORTE I -I I —I 411' X wVnnl v Ie• x 4e• °'°-' �I IQ � x am1� �m TRAFFIC CONTROL PLAN 3RD STREET PAVING AND T .6• x E.• .P.o1f1a Prate* LANE CLOSURES ON MULTILANE DRAINAGE PROJECT F r.plramlH..v Note: Sr9e Tables BH-2 and BH-3 m°o"r"'°"' CONVENTIONAL ROADS for the Irreaning of the rtr PbraJ.O� in bdb anI letter k="a GENERAL NOTES ones used In this figure. Typical Application 19 TCP f1-4bI fen IINIeIe 50%1m.TCP(1-4)-12 ISSUE DATE DESCRIPTON aM li IrsP 0 1 a, a�� ISoTWO LANES CLOSED0;'ga- xadnr — - (PEW.- L6 taon Dezember 2011 em. 6H.01 eN rat. II IHP H PROJECT NO: 1212-026-01 DRANK BY. TDB CHECKED BY, HRL SCALE: HOR2 VERT TRAFFIC CONTROL DETAILS s-- 27 4 LX tY RFr . tY R PROP. SO LF 5 - QYA' R® O arm 4 STA 2+0611 1A32 L RBl 'x 126Y FL L 3. ' 68' RCB R - 9C E 66' RCP IL - 186' w, 4Y RCP _ R_ 3.98' SE. x5 RCP R - J.� SS 12'x5 RCS - - PROP. TYPE T PROP. TAPE ®-NET. SIR. - (15) CURB RAMP STA - 1+99.20. 3.31' L PROP. 14 lF RY - 1292' - 24. RCP O 5.00R R - 4.70' NW. 24' RCP REPLACE APRON 1 DRIVEWAY RE APRON (i REQUIRED) i o w riPE 2 QMB RAIN e' -3® zN• R� PROP. R L - 30' RCP O 1150 ^• 1YKS' RCS O a PROP. wim OFFSE (SE DETAL .. 6 ,O WATT, UNE PROP. 22 - 30' RCP O a: �' yy 4 7 k d - Apr ¢ a 14a � t l".o ,eon �•i..wsm TNn-Nm s o� I i sl PROP. IYPE CI-40LEy SIR - (16) Ir��'11 - 3404.39, 14.50' L L lit 12.66' RIM _- -- 4.34'&30' RCP- _ 4 3110 S'RST 4'KIY ON6 ' y A e R e 020 F A 4 mm Z -I - _ — _ —_ 8- WRIER LINE .l•M-siz OP. TYPE 2 dwR.'1011 R07L WE < STA 3+0101 7.00' L ; LL - 07) I Bell 1232' 14.SY R - + 4.30' N. 1Yx5 ROB r♦ - 12N �FL - 4.30' E 30' RCP �P R - 4.30' W. 30' RCP 30' REP I. �� R - 4.30' S. 12'x5' ROB I TDu .on teas - ik g e a d 3RD STREET 1007 a ' e L ONE STONY ['' 5 a000 B.".G i 6 1005 N Uj W W S (n W W (n zz m : _ >a ...:..._ ._ >a In.. ......... . ...... .. ... .F3QREIE .. ... ....... 1........ .... ...... ....... .... ....... .:....... ... ..:.. ..: .... :.......:. .. In 12 :...:........ :... S1ORY'EY01T .... .. ...... ... .: .. :1 1.. .... .. ..... ........ 1Z In ....:.. ... OVERFLOW PA (SEE HOTE 2) ....:. .. .} .... ............ ..... ... : .. ..:... .. .............. .. .. .. .:... ..:..... ......... ........ ............: .. _ .. .. Rom. DQE_ : ENS ANAIE p Dan ROW EASL 1S :.. PROP MN SLOPE PAC .. ... .: .. ... .. ..... ...... - fnSr /)Rq ]S (SEE NOTE 1) " - - _E. r ����- IA ..... Epsr tC P(9 12 .. T .. : ... ...... ... EUBt Y YNAI[R ...' .. .... .. - .. — .... EAsl 'TB"PLOP ML ExYSY: IV ACP Fl]Si 24' IGP' .... )Z u : .... .. ..: ... : .. .. (AMN I)X LOGA➢GN) , 4T: SJ P ... 24 04,41 .. :. 1L m _ ..... 11 PROP Saw WID n _ .. ...... ... ..... ...... PROP.. _ . N LF . PROP. 2A RCP - 72 O4 Alm 1WA 2 PIIOP. SO RQ PROP. 247 ' 12 %Y RCP O a1eL f�m 4��1. L ...... .:.. ... 1 • a27R .. ... . ... ... ... .. .. , S...... .... ...... ....M1 ..... ........ ....... .. ... .... .... .. ...... .... .. ............. .. ..... .......: 4 ...fv5t ]Y PCP 2 :........ ...........: ..... :.......:.. .....:....... :.. ....:.......:....... :.......:. ....: ......:.......:.......:.....,.:.......:.......:...... ..... ....:.. .....:........ .... .............: z L............. .....:.... :... :............... :......:.......................:. :... :...... :... ... ........ ............ L Q .. _. :.. POP.. WATER MP9ET ..... .. ......... :........ _ ..... Q 1 .... .. I ... (SE DETAL SMET.5) ..... .1 _ ..... ...... .. 1 2 -.. .......... .... .. ... :... ... .......: .... ...... ..... ... s y � _ s ;_ �¢.... _ .......:....... .... .:....... . ..... ... 3 _..... '. pratljx UK 3 _L :.. ....: ... .: .. :. ....... ......... hata Irw N; .. iW3 Wf WI Wf 4444 3 ... ......... :�. ..... :.......... .. <I 11 I 1 .. ... .. ..... ... .. ...... .... _ .. .. -10 1+00 2+00 3+00 4+00 5+00 BENCH MARK BENOb[ARK NECRMAI]ON RY ..Is IS A�- ..... STAN 2. CONTRACTOR TO MAINTAIN POS71VE DRAINAGE FROM PROPOSED TOP OF CURB AT FAIRLtONT PARKWAY TO DRAINAGE CHANNEL 3. CONCRETE PAYMENT DRIENSONS ARE FROM BAD( OF CURB TO BACK OF CURB, 4. FAIRMONT PARKWAY PAVEMENT SHALL BE REPLACED TO NEAREST JOINT. 0 BGNF r _m PRIVATE UTILITY LINES SHOWN CENIERPOINT ENERGY GAS DAM l[xTd smWa uNK$ wT saoRn) ..OeEO FOR AT&T Mok MT DAIS uNBEPfAIXIM CONOu" :AW ., 1X IulEs I" Im ONE rrM CFNTERPOINT ENERGY ELECTRIC DAl! OHD .1 FOR CR.G WA! =s of 0Eda[ NOTE, D A' .. CobbFendley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 7]O40 713462.3242 1 fax 713.452.3262 wv]w.cobbfendley.corn oE9~MTN R. sLeTUE y m_ CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT CHECKED BY: HRL SCALE: HORZ : 1'-20' VERT :1'=5' 3RD STREET PLAN & PROFILE STA. 0+50 TO 5+50 4 IL0.YO' q p p a BENCH MARK [ 6 2 S' p psi. PWi. G r R y 1016 p ¢ 'd 4 '�: 'ip 'oy o LEY-t4.I e' 8 26 I b 92a �' Y yq 914 4. RY - Q X935P TYP[AETTci t �) 0 L b 1 1 ¢ $ § Qa RY e0e00P! I$ A GRAB p51( SIAYPEO NW]5 FRONTAGE BRIDGE iun PROP. TYPE A ►EET. SIR. - (10)- PROP. 20 UT 122 SC SEA - 7+41.W 67.11' L HxxWAr tb0111 Tn[ I:m ruu Loaim ON i IM xisJ MA LOCATED STA - ]+01.]9, 68.84' L IBB2 T P1TIL RY - 12.20' ODYN tE OIi $ CORxm RN,I - 12.20' 15 I� R - S37 E 24' RfY a eRaE. (ruw lae4 Rol waJ ¢.tve y m iw I R - 5.18' E. 24' RGP PRW. TYPE a-NE7 SIR. (1B) PROP. 20 If STA - ]+08.02 49.09' L a1 I �1 I° I Snw.EA 7YPL PyI�E L SEA - 7+3102 44W L 3n 3m Rpg, CONCRETE PAVFIE/R DIIENSKINS ARE 11� BACK OF CURB TO BACK OF CUT®. o� + . _ 24' RCP O O.SOS RRI - 1Z73' WF w1 . IZ7Y + R - S22' W, 24' RW ala R - 5.08' N. 24' x 637 24' R R AMA RCP �P' bl- FL - LOS' 11 24' RCP / � I < N FL - SOB' E W RCP e' WATER DNE 'd N O _ _ _PBlY! B01L SIR - S J:IQ _ _ _ _ — _ _ _ _ _ _ to STA - 7+ 9S 7001 L PROP. 42 LF g (� I RINI 84' 12.30'W.6. 0.405 b + + to 00 r FL - 4.91 N. 10 x5' 4� • l. - 491E 30' RCP) PROP. 29 e e ^' 2b' RW 0 0.5015 =J b • • • I *[ I $`� N I - FL r4:91` W. 30' Toe. �1 To Tau .T I I �W i.0a. I� Q ( ii - 4.91' S 12'.6 RCB a' R ii- Q r F j- W - PROP. 5' SUDEWALK _. Ie' RCP — ..- -" F- LLI V) W _ D (n L`.I � W M PROP. 155 IF T� �i•-2 O PROP. PREP. 4112" CURB PROP. 295 V Li2 (= a^..,. r-m Z „• 12'RY RCB • 0./5E �� 7 CURB RAMP dAR'm g+� „. 1C36' NO • 0= IN JW -_ ____ _ - - _-,- __¢= _ � �T W (n PROP. 4'wlr cum R'1117 PROP. ATM OFFSET — _ _ � N Toe. .ti i.o.a. R -(SEE DETAIL SNFET 5) R / TO.a. F Q �e- RCP - _ _ - "_ _ _ Q PRIVATE UTILITY LINES SHOWN TO.. PROP. 5' SIpE'M PROP. 56 lF _ — _ — - — - - — - — _ WATER urv[ _ P. 29 �`0. _ _ - - - _ _ _ _ _ _ _ _ CENIERLE POINT ENERGY CAB DA (ENrzx sixi uNEs ors .) RCP • 0.405 - 24' RW 0 50t1[ A. e _ _ -- - - - — PROP. TTPE OFFER SIR. - (22i I SIA - 7+01 49.24' R 0 RY - 1273! i--': I PROP.—TTP[ CI'-�lR - - — /27Y STA - 7+34.8% 49.2B' R �m - y <I p IIII'�o�o - - - < 3 u n e_wAiErt uWEf - - - i NFRa.£D rW AT&T 7E%A$/sNeT DATE Y our. sI4TUnas vwo I. axE YEAR SIGIATATS C I. ONE 0. - 5.13' K 24- RCP FL - 5.2B' E 24' RCP %O - CENTERPOINr ENERGY ELECTRK DALE (APPROxEO ONLY FOR CROWING UIDERmo.+m ouciulEs FL AMSIS SE, 24' RCP �� R Ax S25' S.24 RCP mIIIFMmmF° m -mIF IL1Y W. RF RW I F` R - I W O O ,: t PROP. 111 • „)a ol� NLEss OTNERWY ACTED. Au) AT DYE OF INYA•' ON- w 24' I SO�F o PROP. TYPE A 96ET. SIR- _ • CobbFen�ey ST 9'R pp i :' RN- 1200' 1W1 Y 4gI � 931 923 _., 913 Texas Registration No. 274 FL - 523' NW. 24' RCP tltl 1 51 NrI I Q 13430 Northwest Freeway, Suite 1100 _ i POW. TYPE A INLET. SIR. - (25) Houston, Texas 77040 STA - ]+}] ]e 69 OY R 713 482.3242I fax 713.482.3262 PROP. 148 SY ASPHALT PUNT. RAI - 12.40' www.cobbfentlleY.Com 0' RO.W. FL Am53B' W. 2C RCP R } EAST. PWi11IZg tq tge9e9 *y - e r E R Li E q t v EIET/-14.SYR„y SSI66 : GdBoi 8 s L'S 2 6 V jk Q NIHYiE1EW b m tri �E �L.� 3RD STREET r. HEAN R Lyl£ 2L:... ...... ....... .... :. :..... ..... :..... .. ... ..... ........... .: .... 2L wi 18 _.. ....... ..... .... ...... Pad Iz ... .......... .. ....... . .: .. ....... .. ................... .... .... ... .............. 1e . . . < TCY OF LA POR TE I\ iQ :. ... .. ..:.. 5 PROP '1QiI'. Ep i PWT f[ EXIST. ROW FAST - .. 1S .... ..... PNR.4 c>nc'nan WILT. a� psr. 1e•RrP .. ... ... Dp6kWCP . ....... .... ....EAST. la RCP sr _n. sT a �aa, EAST. Le• Rm .. EAST..Ie' Rm, ...: � Si.b: N} 3RD STREET PAVING AND 3 s:T. 1e• R . 19 R CAS!, 1e.Rv Epsr. Ir Rv u )L DRAINAGE PROJECT 1Q-----------------_—_---------.-.—_—.-.—._.�.�.��.�. ]II a ---------------`-- .. .. — - — - .. ... E Q ..... .. .... - _... :....... ... PROP. 155 if 2-PROP. JO' RICO .... -EAST e•. WATER.. -.. ... �.. �..� ..... 0wrtmc wcAnaN) '.. .. ....... PROP. 2951F.. .. 10'23' RCB 00.725 -' RCEI 0 '...... ��. �....... MATER OX A ��� ... Q Z ISSUE GATE DESCRIPTION Z :. (APPROK LOCAnON) .. f2'W RCB 60.10 .... ....... ... ......... ....... . .......... ... -: ... - . - - ..... Q ...:.... ..:. .... :.......:.......: .... .: Q 4 .:._(SEE DETAIL SHEET 5) a 3 :...:.... :...... : : I : :....... .... :.......:. ..... ......:.......:.......:.......:.......:... ............:..... ..........: 1 PROTECT N0: 1212-026-01 1 .. .... J 8 �Q :. ..... _ .... .:. - : :.. =2 DRAWN BY: TDB CHECKED BY: HRL :.. 58. ..... :. ..... ..... : : 3 SCALE: HORZ 1'-20' VERT :1'=5' ... .. - - I,1i i. - ... ... .... .... ... 3 :.. - :.... arwii ... �� K ..... ....:. ....... .... -.... ...:. .. ..: .: 3RD STREET PLAN k PROFILE a .. _ _ .: _ .. � N's s's's _ _ 3 STA. 5+50 TO 10+00 $ :.. . :...... ...:. ..._ ..... .. :.. ... :... .: =IL ..... ....... ...:.... ........ ,Yiiii ... .. ... .. ... ....: 6+00 7+00 8+00 9+00 1 SHEET 29 OF e ff[} 2 i9 e 1 I EUN rw3$yp e e 2 e ! s^ 902 a {PE; %5 k �9 I ky � 91 d 4 QA R 7 E I P C Q � 622y EEE p N R.O.E ..PROP. TYPE C ML SIRUCIIRE - (20) 824 PROP. 130 Y STA . 11+81.17. 46.96' L 1 ASPHALT f R IN - 1256' >• < PROPr PROP. TYPE A RIFT. 570. — (27) STA - I1+6{.18. 6"; L JO' R O 8 I PL - 6,11' N, 30' RCP I R - 6.11' S. 30' RCP FL - 6.11' E. 4Y RCP > < } Li i m g b RW 1280' R - 7.80' NE, 30' RCP +I PROP. T1TE A NET. SIR - (20) m FF o u PROP. TYIi ul-tau. Sm - (29A) PROP. 3D li 1 ( STA - 12+18.20. 63.69' L ..34' ry STA . 11+73.92. 48.9T L 30' REP O FL R . 8.3{' SE 30- RCP S O - - - - RV 1292' r� 70' ROP O QSOIF O O _ _ FL . &18 N. _9 RCP PROP. 42 fi ].S7 SK RW - _ PIIOP. lYP! CI-NFf. SR - (PD) _ - - - - — - LO + O I - 4- R(p O 71 TYPE 7 !0. Ix. $ N _- STA . 12+0293. 40.93' L M . 1282' I —6 MATERPIMP. I ( Y 4 ++ y N CURB RAMP t -= _ �' ARTMYPROP. •n" Z_1rLe/ T. 0.24' S 31Y ROI I I T.O.e. Q — (SEE OE'TAL 9EET» ^. 30 O 0.8DR _s Toa. F— D W N 11 PROP. TYPE ] PROP. 268 LF = W (n PROP, 1112 LF PROP. 4'x12' CURfi B�e_5 Q z Ld C ^ 10'YS' RC9 O 0.201[ 4 CURB RAMP ^ 10'x5' RM O 0.17 �opR' d Z W - y— ._ - PROP. 56 lF EAST. ie' sAx. J Ld - - - = d:s J W _ (n .. 42' RCP O 0.60i W/w NAPE EN r WATM _ N SFE A6EBEETS HFoe. _ PRW. 4'Nt2'CURB _- Boa. r F- Q 6 a Q f)P. TYPE 7- CURB RAMP A— e. S' � _ PROP. TYPE 7 4 CIMB RAIP- _ STA 11+61.2] ],00 L _ _ 1 PROP. CI -ow. I IR 1i—Ax f16T,- �m_ _ - _ _ _ _ _ ` STA . 11i]h2q N. R ^ 30' p S 1292' S.BB' E 42- RCP i R a. W, {2` RCP R . 0.24' K 30' RCP FL . 5.8E' N. 10'x5' RCB iF _ _ FL - 7.W SE, 30" RCP - - FL - 0.85' S. 10'x5' RCB n PROP. 7 LF m 5' YARR ONE m p1I— + C 30' RCP O Q60I PROP. 20 LF 1 O-yyjf PRO►. TYPE A SI1T. SR — (M) — 30' RCP O 0.50B z STA - 11+64.58, 65.W R PROP. 20 LF 83, 809 -. RRI - 12 901 90] FIL - 7.60' W. 30' RCP I I a NI. 30' RW O 0.301T PROP. TPE CI-IIET. STR - (32) PROP. TTR C 18L SBBICME - (30) 1 I! I � o STA - t2+03.20. 40.98' x PROP. T1PE A STET. SIR — (Si) . 1292' R STA11+81.{q 49.05' R RV - 1256' . 1 ♦ STA . 12+16.Y4. 64.06' R FL — 6.33' NE. 30- RCP i 9 = L .R0.10' H, 30' RCP T O' R6E AN - 1280' FL — 6.33' S. 30' ROP FL - 6.43' SW. 30' RIP 2 s z 7 C F13i'6.20CP W. ♦2' RCP seY ee I Yy Y}YsyYAL,� q®q® e y _ r+` IR e Y 5 e b F1se �pbp q Ifi EABi _.II J %TL }' SQni 4 b S �Y FR i dS A �I siF EIEv.=] F' YrY =iPP+•�C :is ! OF S 3 Se 6 F F L : "Z01:11 �� S�IiiJl IC7i� M ////%////%%///////%/////%1//////%///////%/////%%I6!■ ////////%///////////////%/%/////////%//%///////%/////%/////////%/////%%�����o�Giiiiii%///////%/////%////////%/////' 1 NINE 41 41 44 44 BENCH MARK azEG,WARK ATCN RY F 0025 IS A 4- MASS MW STAN ON MO. AT Nd1TN BOUND FKWTAGl (i Me. (YA. ISM. 30]I Ao.L) Ol IZ76 BOg CONOETE PAMOTT 0RO69011S ARE fApl BAG( OF CURB TO BACK OF ORNI. CENTERPOINT ENERGY CAS DAIS (ENTEX ssNYYS LOIE. NOT sN01x!) �fWOY1 F06 AT&T MxAS/SSET DAIS .o RIXgM Cy1pA1 FADUTa .1 .r^1RT YAUo FaA ONE TEAS G.NTERPOINT ENERGY ELECTRIC DAIS WI£4 OTKAWSE NO1E�O�VN.WOOATT TWEE NQERQKOF WE ON5) No CobbFendley Texas Registration No, 274 1 M30 NOMwast Freeway, Slate 1100 Houston, Texas T7040 713.462.32421 fax 713.462,3262 www.00bbferxlley.c00 A., .1. [�yr: 141N R LT1f an 6 oW. y_-LM3_ CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT I PROJECT NO: 1212-026-01 1 3RD STREET PLAN & PROFILE STA. 10+00 TO 14+50 SHEET 30 OF 4 b 11 8' a m4 R.0.W. m 3 770 �' 4 i 716 HS PROF. 7YP[ BB••E61S 36 - (36) I H p I W PROP. TYP[ Cl-MU. SIR - (35) 6 STA - 16+36.86. 40.0Y' L 19 I'ox. ., �'�.u. 4aa6' L > RM 741Y 3^ < FL RA6.86' N. 30' RCK MST. PwT. - - FL . 7.08' S. JO- RCP >- i FL - a66' E. 36' RCP III EIEV.-I42P I PROP..ERI(.TM BOK SW - (5) � �m Ilkaen 9 PROP. 40 IF STA - 76+38.58, 7.W L �r III «30r RCF RNA - 14.40' 5.65' N. 1O'Y5' ROB R,FF NF' I I 6• WATEPLNE N I R - 6.65, E, 42'm, RCP O n a a R- 8.65W. J6RCP O PL- 6.SW%IOW ROB 0 O I121 `r • I I I 1 = � � 0 a6OR AIQ•T14E ] , rCV C1R! RAID _ I.Da I ?llT CASNO OTfIK) • Is• RV I.O.9. I - I T.o.a. Sr` Q F- H- W - [ °nc_r:r -.. PROP. W SOEWAIK" - 1-- LU W S - — W (n W (n PROP. 189 V $G6 . PROP. TYPE ] PROP. 4-x12- C11R8 « PROP. 281 V 1O'x5' ROB 0 0.1 n 3 OOR9 RANP I' _In16Qm 1OW RC13O 0.12% Z J LLu - '7'mn' - J W i _tsr -$ - - 31p S11FET LL U In U N tf $ ll �,... may WATM O;;; _ W SH Q 41 CIS io roe. f PROP.Iy (SEE OOETAI_—�� ii - -- _ _ Q Raw- S' SOEWAII( •- 4r,@C A aSOW - _ - e' NCP - xRCP RAMP W WATER LIK W &5O3 - - —:- — A I.— -- ------�-_ -- - - -- - NWP.-Tym ill-KU, Sm (i) 1„ I I h-yw- 0. P- PROP. TWR Let _ (�)— - - - - — - - — - - STA - 15+M74, 49.0 R STA - 1"7839. 49.06' R o e' wATER uNE RM - I - 113' N6 - 6.9J' N. ' MOP RCP _ PFt.- ].4. ' R JO- RCP PL - 6.93' W. 4Y• Roo IL - 7.13' S. 38- RCP gy�� i� PROP. TYPE A 6EET, 0 SMW EXT. m Q STA - 1 2 66.BJ' R yti R4 ..70' d III n rwr S m R- ].23'.23' W. 30- RCP o BOs y ( 5 803 • 901 p '8] y «�.[731 721 �YIjHy1 Znsn "c.r.CpF�aRMEGRS. C! Y r e 3RD STREET ......... ........... .. ..... ...... u.......... ... .. ........ ....... ...... ... .. ............. I ........ ..... ...... 2a iL.. ...... .. ..... .. ........ ............. - ....... .. .. ...:. ..... 21 ZIL - Illummt , !WL-E :... .... ... . .. .. IN �� MIRK AB P.OSMM . . s 6 ....... .... .. ... .. :. .. ... ... .. .. ]Y 1 . DIST. PAT t ElTST RbN W[$.T .. PROP PYY xl9i..9 RfP... . . fl i2 :.. .,s RD'' aDsi w. EAST ( ... .EgSTEASF. _ .. .. ... .� �s' R19 ... ... �. - --.— —� ... .... oaEx IL — a317i TpT-TT�Eer .. .... y .. �� I . IVRf➢ u .......... wwox Of.WAMR ... .. . a L—� )a 1 2 )2 .... .:. - IL lfl ...... ..... .. . .. PROP. 30' SR. SPLIT ... ...... .. T 6 ... .... 12 i . cnsT e• wA1PA LF : PROP.189 V .(APPROx: fA91O OWEWS ) pl5.i ,7 Rw .C.WATE (APP.ROx. LouTlrp) .. .... •0xi ,�E,eO - a LCCLTMi 10'%5' ROB O a.16Y .: .. EAT. Ai4T IS.YCTI . ,T .. .. .. .. Z... .......: .... .:... ....'. -.... :. .. ... .:... .. ..:. .-:.. ................... . ...... .. .. .:...... .. .. ... .. .. ..... -- Z fl fl 5. ........................... ... .... ......... ...... .... ....... .....: ...... ... .... .. .. .... .. ....... . ...... PROP. 4Y RCP. .. .... .... ....... ...:. ... .. .. ....: ..:.. .... l : PROP. 367 RCo. ....... .......... .....: .. ..........(SLE .PROP. WATER OFFSET5) oETA6 SHEET s) ... - .:.......: 2 a _ ..,. .... ... .,IL .. .. ....._ d 1 Z....: .. 3 ... - ..................... m'W$ o ..... ..... ..... ....... ... Ica .... ca v5. ...: :.. .... ... ♦O e� -.. ... .... .... ....... .... .. :... .,..... .... ... ........ '........ q � ......: ..-:.. Fomao ... ........ ..... ......... .... .... .... ..: �. gy. 15+00 16+00 17+00 18+00 BENCH MARK YM WVAT'$ A . = d9M$TLLY ORxxe AIR) UDE D oow, s . (K LYD 19M. 001 OR sau,xusr caxNm Of 6mDDE. (Rnw tale. zOO1 /.oJ) E1-,z7e CONCRETE E PAINEIW.NT DOWNS" 5 ARE BACK OF CIIRB TO BACK OF WAS, DAIS DAIS CENTERPOINT ENERGY ELECTRIC DAM (O NU-1 R OIOxaMD USDERGRoINN D FNECTLINEs CobbFendley •• Taxes Reglstah.R No-274 134M NoMwesl Freeway, Suite 1100 Houston, Texas 7`7O4O 713.462.3242 1 fax 713.462.3262 w .00bbfenCleycom M eaaHM w.. cnEnv EA1H R_ s.b rm 10294€ CITY OF I -A 3RD STREET PAVING AND DRAINAGE PROJECT 1495•11ii•541:I.1fP3iIIrY! IIri- 3RD STREET PLAN & PROFILE STA. 14+50 TO 19+00 SHEET 31 OF l9pZ w 712 : Q s 704 `. .o �. 702 PMP.�TOPE A STA 21+OS.J4, 9300' L -" RM � FL - 9.}0' E 24' RCP I � � < PROP. IS if 4 g PROP. TOPE Cl-MAT, SWL - (310 \ L bi of STA - 21+15.86, 40.2W RM - 16.2W 14 FL-9.07' N, 24* RCP I O - R-9.OY W, 24- R 697 E 36_RCP� I •�S • I L1 I PUNRP M •_ • 1 • .. PROP. l .� - �, 3r RCP 0 \/ Q F, I ( _ __— - y PROP. TYPE 7 LL) -- CURB RAMP I_ U) LLJ R IR RCF - LAI ~ Z PROP. 213 if W 3 o. - 1tlx5' RCS 0 0.12R J Lit d' 20+00 D± U U) ago Sww Q - - T.De. T0.6. J T., — _ e' wA1ER E � PROP. ,EMCN11 001C� n _ �:rva _STA 21+1333. 700' L C7 xw - (40 I �^ RIM - 16.J6 STA -1 21+1144, 49.63' R FL 7.22' N. 10'z5' R-8.80'E 3r RCP RM-18.29' �t FL - 8.50' W. M RCP FL - 9.13' N, 30" RCP FL - 9.SE 24' RCP R - 7.22' S. 10'x5' RW R - 9.0.0}' W. J6' RCP I PROP. 20 LF/� •- 24' RCP O 0.305 707 PROP. TOR A IN STA - 21+05.16, 66J9 R PR RIM - 18.ow I AS pp 10 FL - 9.23' NW, 24' RCP I �� ^ s 6 L • q y C. [ S d I N 24' RCP 0 -BD' RO.W 57 LF RIP I 9 a k 610 a P' w4M1 WIE PR:.P. rjM A KV. M - (41) 614 6 I STA 21+58.87. 63.4T L 110 Sy. RIM 16.00' IL - 9.42' SE 24' RCP o PROP. 20 LF •• 24' RCP O 0.5 ILS: . TYPE CI--00Q, SIR - (40) D+^ RR JSTA - 21+44.89, 49.12' L ry - 15.29' J 9.32' NW, W,R24" RCP 20' ��W A� �L 9.22 S. 24' RCP 4_fA g 0 + . 20 LF _. I f • K) • O't,�� it 6e. d _ - - - -- PROP. 5!5MENUX V) W w TYPE 2 PROP. 4"z12' LURE PROP. 247 if LaJ U) Z I RAMP 22 .. f0'x5 RCB O 0.125 3 +0 W 1 � Y Ld = PROP. WATER O /F 30 ST U) (SEE DET SNFEf 5 o.e. Q 3 N + + 8 cis n e 61 o YwATER VRE 629 PRW. TVM M-MM, SIR. - (44) STA - 21+H.43, 49.76' R - 16.29, 625 621 - 9.5' NE 24' RCP R - 9.25' S, 30' RCP M X - PROP. TYPE A NET, SIR - (45) ! k $ ? T 'yy STA - 21+57.76. 64.67' R. Y E e e e e e RIM - 16,20' FL - 9.45' SW. 24' RCP 3RD STREET 2fl __......._........_.... 21 2Z......... ....:.......:.. ... ..:.. ..... :.. .. ... :.. .. _.:...... ::... ....: .:-:::.......:.......:.......:.......:...... .:.,.....: ..... ..:.. .... ..... .:. ..... .:..-: 12 21 .....:.......:...............:. ..... .:.......:.. ..... :....._ :.... ... :. .. _..:... ....:...11..:.. ....:..,..... ........ ........ ...:........... ....:.. ... .. ......_ :...... .:...: 21 EAST PLAIT [ EXMT. RDW EAST .m ... PREP. COI(' AST Ir PL9 EAST PDW W$T ` A d51, r YATd Ri 10-.. 4 7i..��R�P��/���J �- 1d 0.47E .. - .. . bIST. tr PCP' Ia Ex15r l9 RCP. E:Isi. le' PLP : .. (APNtOz LOCA",M). .. .... .. [xl5i, )W ..�� L'1. ... ... .:.. ... .. ... .. .EAST. lr fly. — _ _ EAST 1S_ _ Ex5 15 PCP - — - _ EWST 1�1(P J .. .. .. ... ...... Li 12 ..................... .. .. ............ ..... ..................... - ..... ....... ......................... 12 1L EMIST. A WARP - .. ... .... .... ... ..... .... .... .. .... .... -... .... .... EAST. 6' WAhA LOCAnd) ..... .: 1Q :. (AmPox LOCATo ) ...... : PROP: LF .: .. .o 247 U .... 1Ll a :. :... .. B lo')C5' RCB 0 0.12x : ..... E .: .... ..:..: `..1... RCB O f1N: :: _ a A :. K ..... .. .. .: .::. ... 2-PROP.3r RCP.. .. ..:.... ... ... .: :... -..... ..... ..:- ... _hn7. .. A Z Z 4 .. ..:.......:..... ...... .: :...... ..... : :.. ^ :... PROP. WATER 6TYT .... :. ..:... '... ..: i (SEE OETNL SHEET 5) :....... :. :. . '............: a. D a�z Q :. .. ':.. :. :.... mn a'�o:: :.......:... :. :... :.. Q .... . ... .. .. ..: ....:.. .. ..: .... .....: .. .:.. ... .:...: 1 :. ..:... ..... - - .:... . ..... - ^ zldivi ..... - ... 1 20+00 21+00 22+00 23+00 BENCH MARK SNCI1NAF1[ ec AMM COII WM PAMCHT D AENSH)NS ARE SAM OF CURB TO BACK OF CURB. u 0 ANE:f=m (EWENTEMO,M ENERGY NEGY GAS DATE ARPflO,ED FOP AT&T TEMS T DA'i UNMRCRb.1ND CMWI f/,pU gILT. %(NAoM5 v.WD iW DNE ttM CENTERPDNT ENERGY ELECTRIC DAL (4Prllo cD aw.r r 011oSSM0 Ulpwmunm Mc'L.11 IMF55 OTIFAWSE NDTo). V.WD AT TLE 0f RiM . Of..Y) m° CobbFenclley Texas Registration No. 274 13030 Norili e t Freeway, Suite 1100 Hwstan, TeuiW 77040 713.462.3242 1 fax 713.482.3262 wx bfe ley.com L.Ei NEATR R LnE o„. ya CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 1 CHECKED BY: HRL 1 3RD STREET PLAN k PROFILE STA. 19+00 TO 23+50 O L0 M N Q F- (n W Z J U F- Q e e e e F e 'e 2e eDosT. vwT 1 L 6 6 610 p p 606 p 2 e goo V PROP. TYPE A 9M. SILL - (47) ¢ STA - i5+7).JB, 6&22' L l6M - 16. S' R-9.9YL 24' RCP yy PROP. TYPE 0-MU, SILL - (M) b- < STA - 25+63.07, 49.05' L 3- RY - 17AS MOP. 20 LF FL - 9.67' N. 24' RCP ^' 24' RCP O QSDIs / Y o FL - 9.8Y W. 24' RCP / u1" FL - 9.77' E 35' RCP . rk 1 - - - - - - k - - - - OF 12' DRIVIWA 41. OF 22' OPoVEWAY - 4 0 6 H t } I I I pRr. RCP a 40R 1y. ?a B. I TDa I ?D.e. 1 To.. PROP. 4'02- CLft- PROP. 221 LF 24+OD - 1016 RCP a min Toe io0. 1�f a. Wx— IINf i2j 617 611 e �i9 b Y b a b y Eel 1 To.e. T.o. e. _ L _ _ _ . i1ST c1�EEr, -i1R. 9. 8 R 7 STA r 25+63.1A - 174 X RN.24' P FL - 9.92' N. 24' REP FL - .U'' E. 24' RCP e FL . 9 82' W. 38' RCP PROP. 20 LF - 24' RCP a O.-On I.:. - i5 r4i PROP. TYPE A NEr. SIR. - (6L) W STA - 25+M.26. 69.09• R 601 RY - f6.50 _ 603 FL - 10.02' W. 24' RCP o PROP. 100 Y: ASPHALT P7 d e � b b bb J jib ip : 4 511 ITp MY. PROP. PROP. TTPE A OUT. SIR - (48) i ! STA . 26+1157, 67.99' L 16.50' PL :I 0.2Y E. 24' RCP )' PROP. 20 LF - PE 24' RCP O 050R IR. PROP. TYC1-;E.T S- (46) 1 I STA - 26+1207. 49.06• L y�•+ - 17.1 ]' d O 1 FL - 10.4 W. 24- RCP k 3'-.lao2' S. 24- RCP , AaR.'IIOM 60R-SRL�7) T 1 STA 2s+60.67, 7.00' 1 -~I.-. - 1 T klT Sn.2sI .76' N, 54e RCP aN a w• 1N9. 0 '-Pb 25+97.62 W. 56 Li - W-RCP 91C40i - 24' � O Ol505� _10 I PROP. TAPE CI SIR - IA . 1217, 49.OB' R a wA1ER a I2�8EyL;r J FL b - 4' 1007' E. 2RCP FL - 100Y S. 24' RCP R - -+ / .PROP. IF R / - 24' RCP O 0.50% / PROP. TIDE A NFF. SRL - (53) W Pw STA - 26+17.]e. 15-W 525 A+) r FL - 10.17' W. 24' RW 525 521 f Eas. w?I E - 96• POK �4 A e 2 r e e z y e 6 e I N � M H W In = LLI (n Z J LLI = W U N H Q 2 BENCH MARK aENO MA136.3ti➢R AMM Cr RRI MAW 1954 2001 ADA) o_-12.76 CONCRIM PAMMUT ORRN90N5 ARE rRp1 BACK OF CLM W BALK OP Q m rn61•-a PRIVATE UTILITY LINES SHOWN CEN IERP HT ENERGY CAS DATE IEMR] $FRNCf ... NOT ..) MA U fee AT&T TE.A�MHT DAZE UN%ROiOJM C 11 fxou f1LLY. aaATUSs vwo Im w Za CENMRMNT ENERGY ELECTRIC DATE 1 p1Rom 1 r x axoSVIIYIDAi� acaoeo ER plpl aw CobbFendley Texas RegeUafion No. 274 IM30 Northwest Freeway. SINb 1100 Hesston• Torras T7040 71346232421 fax 713 4623262 ..cobbferxlleY.D .n EryF�: !GAIN R L PE. Sv on. yg,i z�` CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT DRAWN BY: roe CHECKED BY: HRL I SCALE: HOR2 : 1120' VERT 3RD STREET PLAN & PROFILE STA. 23+50 TO 28+00 a s 51D a t- O a •E1 O + - _ N M I f71 r.� • H W I • / - �s' (n W A - PROE. 5' W !n J LW ^ B4• RCP s nION� QPROP. 4'MIY Mtp g PROP. TIM Cl-MU, SIR - (54) STA - 30+5 W, 47.86' L M- 17.59' I R - 1O.31' N, 24= RCP PROP. ,AINCigN BON. SIR. - (6) FL - 1O.2t' E JO• RCP STA - 30+51.22. 7.00' L RBI - 17.69' ft - 9.25' N, PROP. 41 Li L FL - 10.00' W, 30• RCP O 0.5Oi,F-10.00'S. R 0.25_5. - T i`�'' 2:: ,on -v 9Dfl1MK IS' 0, :.. La& I /8'-WAIEPLRIE c II IN P1 509 507 511 ` 9 �� y 505 v l 5 a r A e !� e e e 4 O 0 PROP. 55 55 ^ 30• RCP TT mPROP. Tres Cl-MUM SIR. -I(o6) bWG STA - 30+54.77, 48.O0B8 R M - 1)7.59' DWI �f R - 10.38' N. 24 IiCP '- EMST" PWT. FL - 10.28' W. 3O� RCP ELEv =n.sT �'"w D1 ^ 24• O 0 7X 0 A( A R.o.w. 1 3RD STREET i e A 9 5 414 a[ 4 412 1 I PROP. 28 V I za• RCP O D.SOJL24:!OP. r•+ TYPE elm u. SIR - (55)A - 30+83.44, 47.85' L M. / - 17.W' + RCP to rn usNc + E +. I P 1Y'PE 7 I t — IC14 Ln � M — N W W (n PROP. IV dr CURB Fg Z J W N W PROP. IFER OR'5U � 5'll� z (SEE OETAL S 7Y RCP • Q/6R )- F roe. T.Qe. Q PROP. W AL TO.B. - ff •-016yl1YIY - - - _B�-`—W M. UNL r r MJrorTCNcT O npR RAMP cd�rz We ' ; W . BENCH MARK 8EaQWARA wmasmm Np7� CONCRETE PANOWD(T ORpISIONS ARE PRdI BAM OF N TO BACK OP OM ar a i..l� M NE r=>o PR',VATE UTILITY ONES SHOWN CFRPoINT ENERGY GAS DATE NTERO $FANG£ LMES NOT 51M) AttNeN o TOO AT&T T A�WBT DATE ISIXAp1pM GOpIIT 1n .1 yp/.1NF5 V" FOR (NE TEAR CENTERPOINT ENERGY ELECTRIC DATE ( O O's B MOTED��O N�R�WN AT PUT OF tuen.NEW S 4ITA 7� t ARE n - (6� .s d° CobbFendley 2,. , FM._ Qu CP Texas Registration No, 274 431 z ToyY �: ee 13430 Northwest Freeway, Suite 1100 Houston, Texas 77O4O 713.462.32421 fax 713462.3262 www.cobEtendley.coln 25 .... .. ..:. ..... ........ ... ............. .. ...... .............. mv�. :........................ ...... ... .. .......... .. ....... 2i ... -� .. .. .. :.. .. .. ... .... .. .. ... ............ .:....... ... ... r. .... -.... .. .. .. .. .. .. ... 21 2l........... ... ... .......... .. ....... ....... ... ..... ..... ....... ...... -..... .....".......... ...... ... ... .. ...... .. �. 22............................................................. ............ ........................ ......PF........... ............M............. ................................. zi 21 .... PROP. CONC. MST Pwr E . .... .. .. .... .... ... ... EMsr. Row EAST '... E i. NEST Ms aow am .... .. F%5r .. EIOAT T• Fy$,� W� f!f iD• R!� EPST. A ] LY ni4R la'RV EMST 1a IAP .. lz I! RtP "�EMSL li f1EP .. .. .... MST 3-12 Rm .. M .. .. .. .. .... .... EMST aMI 'S: SWR Li _____ ^ J_ _.� . ....:..... .........: '(APh(ok'LMwigx) ' a .. :..... :... / : - : lz lz :.... .. "g951- D' W1ER .... ... ..PROP. Ml LF . ... (APPROx Ldwllbl) ..:. ...:... - ` .: .... N. 72•' RCP O M16R ' WiAr - . ... IL it ..... ..., 64 RCP A mlox ...... .. �. . / .... - �eP�Pnbi .. . " . - ... - .. ... .... ..... ... ...... ....: ... .F.- :..... .... -....... .... � f .. :.. .... ......... ....:.. ...— .. ...... ....... ..... ........ .... ... .. ..... L n _ n z _ z L : ... : PROP" WATER OPFSiT ..:...... - :.... :.. - n ........ (SEE DUAL SHM 5) ... L :.. :........ . PROP. IY .... . ...-. i ....... a_. ...: .... .. .. ..... ............ -.......... ... SIL: CASNG ....... ..... .. a 29+00 30+00 31+00 32+00 PT19Y � ` K A. LnE JD] _2948 AOCOST Y31}3 CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT LKED By. HRL J ' HOR7 : 1'-20' ART :1-=5' 3RD STREET PLAN & PROFILE STA. 28+00 TO 32+50 40B r TOO _ I • 1 PROP. 4'NY iIs I 413 411 • PROP. TYPE A NET. SIR — TL 35+ STA - 2297, 1i0.0S' ' RIM - 18.10' R-11.5Y E. 2a'RO9 402 PROP. 20 LF - 24' RIM O 0.5UX .I PROP. TYPE CI�BET. S1R - (68) I STA - 35+24-3], 4&94' L RUN - 1&]2' FL - 11.4]' N, 21' RCP R - 11.{7' W. 24- RCP PL - 11.37 E. 36' RCP I PROP. 42 LF 36' RCP O 0.405� J PLANTRO PLR'v ii HS PAW lift 7 _ dll® RALP —y — eee To.R —I— - ASPHALT PIT. v uAeT. Pwi. r PROP. 2B IT y r rN.-19. ¢ ^• �4' RCP O O.SOS tl .a PROP. TYPE A MFf, SM - (61)R. 1 STA - 35+57.10. 68.55' L - 1 NEW 6.10' PL - i1.BT E 24' ROP / PROP. LF - 24' RCP O 0-501[ PROP. TYPE CI-WSET. SBL - (60) O STA - 35+53.26, 48.96' L M - 1&]2' 11.72' W. 24' RCP F Ii•L - 11.62' S. 24' RCP (PROP. TYPE 7 S4x44 TYPE 7— mw < TYPE 3 BENCH MARK e ffI_WORMAllm e RY /CeD]25 IS A e ORASS DIM STAMPED W W W25 DO RROQ AT NORTl BOND ERONI ROAN Of NNi1Wnr 14e AOD UTRE Q➢AR a. LOGxMO ax 5,a DOM SIREM WNO&TE WAIX ON SWTIEAST CORNER Ci SAM (NI 19M MI .NJ) ¢-Iva By�p� CONCRETE PAVEMENT DIMENSIONS ARE RiOY BACK OF MIIB TO BACK OF CURB. PROP. A cim BOX. SIR. - (9) STA - 3 III 9. 7.00' L RIM - 1&81' fL - 10.00' N. 72' RCP R - 11.20' E. 36' RCP FL - 11.20' W M' RCP R- 10.00'S. 72'RCP- CROP. eia or, D Sao" - 7Y RCP O 0.10% "—e' WIT. UNE I Tae —• _ _ DB-'1y -.. 4 PROP. TYPE CI�SEE SIR— (am - se RCK O 0.004 3.23,SA 49 20' R R - 11.SJ' N. 24' RCP ._ �_� " 44.365 R WATLR EWE < R E 24' RCP 10.7E ��^• + mac, FL - 11.N' W. 30' RCP . tD LF I 10. - 7Y G 2s• � 2{' RCP + bFr •• 24' RCP O 0.50% • / 314 PROP. TYPE A NET. S711. — (" 1 s . 20 LF r�7}N STA - 35+20.54, 5&72' R 6 ; 1 r / _ 2{' ROP O 0.505 PoM - 1&10' YI WI iiw r1 4Ds PL - 11.55' W. 24' RCK o I PROP. TYPE A NET. SIR - (65) 407 401 iF}_{ i1 STA_.- 35+56.3a, 69.06' R PoM - moo,�P li. R - M87' W. 24' RCP FL III ey EMST. PWi. $ P R Ib F ELEV.-I9.eS• 4 i b K Q 3RD STREET O to W a 2 LL1 (n Z J LLI = W U N PRIVATE UTILITY LINES SHOWN Q Eamx aP01Nr TINERCY CAS DALE (Exrzwxa arts Nor WIVWO APMIWIX RW AT&T TEXAS/SWBT DATE CobbFendley WW Texas Reglsira4on No. 274 321 1 U30 Nottow sl Freeway, Suite 1100 Houston, Texas 77040 713 462 3242 1 Tex 713.462.3282 Ww '. Ihendley.com 11L.... _.... _ ...... _..... ... 211 2z :.. . g_ Zk ____ __ 2! :...:..... _ ... .... ... ...... . .... " — _-.....-......... .. ..:.. ... :.. ..... :.. .. '.. .. .. .:. .... �....... .......: .... . -. ........:...... ..:::: :. 24 21 :...: .. ....:... .. :.. _...:. _. _.._ :....._ _ .. I L ...-. ..:. _:::... ....:.... . .:. u 22 .. ... .. .. PROP COIC. ENSi RDT EAST PWi Q .. ..... 2z 2L - PIIYi f MSi 0W W 11T �WST .�. 2L m rMOT IS' PLP EUST IS POP EN57 MsT 15 la le Ex6T ( S. IS RCP Ia v. -..... fp'ST •ELS . t8. R .. M.T. 15' ... .IS .RCP -SL . 4T. a ....... .............................. ........ . . ........... .. S, IS aEP. ........ . ........ 12 RCP iz ii ..: ..:.. EAsn e' YMnit ........:.. :... ...:..... ....... - :. :... .. .. - .. ..:. .:.... _ MOT OF WA1ER PROP. 162 lF - (AP'VRI LODATIQ) ... 2B. ... ........ . ... PROP..2681F . "72 RP O 0.10% ... . . L7. 12 72'RCP O 0.164 :..... 11 :.. .. ... .. :.. .. .:.. ..... ....: ......:... .;..... ... ....... 5-PRfi: WFW .. ........... .... ...:. ...:.... .. :.... .. .......: .... FIM10.1 .. : IL 1(L : 67 _.. _. IL................................................ .... ...... a IL _ .. _ ..:.. ....:. ... a z_ _ _ _ .. _ _ _ _ z ....- ... .... .... ... _ - D m iMM3MP -;5 a .. ..: ... ... ......: 3 .. 33+00 34+00 35+00 36+00 e�nQ > PUM1 0-0-- w. HFA R L "J CPI Y OF LA PORTE �I 3RD STREET PAVING AND DRAINAGE PROJECT WE DATE DESCRIPTION IOXCT N0: 1212-026-01 LAWN BY: TOO MCKM BY: HRL :ALE HORZ : 1'-20' VE X-5' 3RD STREET PLAN k PROFILE STA. 32+50 TO 37+00 SHEET 35 or 38 BW R611. sT. P T. BENCH MARK e' a - a` "sw• - R RM puss Ra srAwLn W oeares PI 3 y$ _ . 1T�NT. e `c - W SROQ AT NCRM BOUND iWWTAQ RO.D I{® 01 �"jII1y.. LF 401WAY 1b MA LITRE CMAR SAI LOCATED ON J11 PROP. TYPE CI -MET. SIR - (6B) PROP. TYPE A 3�.04;m-w( LL ml I f O a50S u0 @ sE �o� (MAW A01 M1)SWIHEASf CpiNFN STA - 39+9147, 49.05' L RRI . 18.154 );•," WS PROP. T'YR A MET. SIR. - (09) DG RM - 19.24' 6' STA - 40+27.56, 66.H' L R _ 120Y L 2$ R,3M- BIp�� CONCRETE PAYETO B O OF CUJ15 ARE FL - 11.9]' N, 30• RCP RIM - Z32' FXt DAD( OF CURB lb BACK OF CURB. FL - 11.97 W, 24' RCP '( it - 12J2' L 30• RCP R - 11.R]' [ 36' RCP _ EF I PROP. 20 LF ^• 24• REP 0 - 30• RCP 0 0.505 PROP..AAICIION BO7L 510. - (10) G PROP. TYPE 0-HU. SIR. - (am STA - 39+69.63, 7.00' L m Q ti STA - 40+22.47. 49.10' L oT. `( RIM - 19.34' , 0 o g 0 II _ iL - 11.47' N. "-RCP \ R - 1227 W. 30- RCP a 0 0 1y FL - 11.70' E 36• RCP PROP. 42 {► - - _ + FL - 11.70- W. 36• RCP ^• 36• RCP 0 Q I FL - 1212' S. 30• RCP RF + _ _ __ _ - FL-10.47'S. 72•REP _ _ tl IS to I LP. - I X w_ > a, n - — _ - - T`l 12 WATEN LINL F- W T roe _ •_ _'oe. 0 9 C 7YPE7 �T.O.fl �T.oe. I H W (1) W SIDEWALK (n W _ _ - _ W N acNc r.a. W (A : PROF. 4'xi2' aRm - D.e Z �w IE - �W 41+00 fa, -- - so atFRtsr 72 RCP atax - PROF. 56 V „ 1 a U ~ - 36• RCP 0 0.40R e'c.n-nm PROP. WAWA �T 46• RCP O 0.1k1[ ~ PRIVATE 11TILIlr LINES SHOWN Q _ ry LSEE OETAL SHEET 5) IPR�. 4 v,2. 611® a FI TYPE — "r— -- - QRB CENTERPOINT ENERGY GAS DATE _ (dn]I APNL£ LNIEs X°l sMdIX) Qa _JAAI efa� 9J � � _ _ _ ATVRdTp M ATQr TEXA$/SW9T DALE _ PROP. 5' 90EWA41( _ - 19.24' I SIGRATIMES YANG TWI ONE YEW _ UN[f(gfdlN0 CglNlrt TAalm dLr G it 12.02' L W RCP e' wATd LRA "we- WATER LME _ _ _ _ II y W 1 - s g - FLI 1 OY N. 31Y RCP _ LF 1.97 YI, - - - CENTERPOINT ENERGY ELECTRIC -R J6 RDAM - 30' RCP ss o°iXTmesi w+dEo Sr AT STMDRELCO irorx 1 12 WAlflt LWF n PROP. TYPE A FEES SIR (71) I 2- RI I NE 9 STA - 39+9297. 66.61' R \ LPAWA `tE Rill - 16.64' \ I I I PROF. T1'PL W-mu. SR- (72) FL - ,22Y L JO' RCP , p STA - 40+22.06. 40.90' R ITS ::° CobbFendley FL - 1212' W. 31Y RCPi6J1 - 19.24' 1 W14 WLLNNL P1D 10 LF FL - 122T E 3or RCP ��il Texas Re9lsVabon No. 274 W - 30' RCP 0 0.50E I FL - 1217' S. SO' RW 315 313 31, 303 Sol ? PROP. 20 RP 219 13430 Ndlhwesl Freeway. Buile 1100 PROP. TYPE C IBL B SIIHT CiE I;:. n ... 30• RCP 0 0.50% HDoa[I Texas 77040 STA - 39+92.K 79.6,' R 0 I PROP. TYPE A MET. SIR - (73) 713.462.3242 fax ]11462.3262 RM - ISL T. STA �'4 7.15. M21V R i 64'y 6 www.00bbfeNdIeYcom BPFJS SRv$ cpp¢ 3 R - 12.2T W. 30' RCP 2A' @ t R e 7 PROP. 106 SY. 3- I iL - 123i W. 30• RCP p v F 7777 ASPHALT PWT. I�. FWOF._ 2➢ if b L b 1 FIL ry .- 30 RCP 0 0.50E $ @ M6YIEIEYI NImGtl b <m1w�l�rv�ikn. OWp w PeMI 3RD STREET 1 ANQUIT a ,D2RA5 m_... ........... .. _........ _........... _.... 26 ...... 2Z _ _. _....... .... 2fi ................. .._ __._... ..........:...... Of A zi 71 :.. - ... .. .: .. ... MST PWT c. ..:. � F ... � � .. 2S o W CITY OF LA PORTE PRW CQNn WT ROW HEST � E RdY'FASi _21 .... EM31 IS' RCP MaT. 15 RCP y _ _ - uLLUR _ _ " OtTfF� _ _ u .. _ f15T. +e RCP Egsr 12• R4P..: E)2s1 ,1e-.9CP _ ELSC IOC' RCP 3 STREET PAVING AND _... _ 3RD E%5T. 5S" RCP .SI. l� RCP MST 3WATERlz ' Arenax. LDw sRY DRAINAGE PROJECT 3L._.... ....... .._ ..._..-.--.,.-. _.�._. _. _. _.—._.----------- In MST. e• wATFA .: - .. ......:.. .. ... ...-.. . PROP..: . . . MID ..MI LOCAM2SC IF. .... (APPga 166IRW....... :... u1L1 DESCRIPTION _ '7Y CO Q1E ...... ...ST.12•VAWA 41r RCP 0.0.5R...... _ WAm nCASXFILIE (APPROxLKAra, 1L . .......................... . ......... ..... P0P - . 1a..:...... :.. ..:... - - - - - - E... ...... ... ..... .... E PI WASP OFFSET d 0.16.... .. ... :. � . ..... .... ... ... .. .... .. .:. .. ... (SEE LETS 51EET 5) .. .. - IL - - - - Z ... .... .:.. .. ... ..:. ... Et-aie SAn. SWL.. 7 fi :.... ................:..... ..: ..... .. ..... :. ... v6aP. w7PR OFFSET ..... '(SEE' OETAL *rT 5J fi ... :.......:. ... ...:. ......: ....: ..... :..... :. ..... .....:. ...:... ..:..... ....-.: ...:. 1 ...... : .: a PRO.ECT NO: 1212-026-01 4 ..... .... ......... ....: ....... ....... ..:. .. ... .. ....:. .... :. 1 DRAM BY. TDB Q. 1 :.... .:...... .......: ....:... .. ... ..:... :..... ...... ...... 8 rc rc - .. .: .:_ S CHECKED BY: HRL 2 :.... :...... ......: .:... .. ..... ....... . _ . .. _ .... - ..... ...... n i n 19 n .... 2 SCALE: HOR2 : 1 •-20' ART :1'-5- qat ..., .... .... .....-.... L ¢ ..... ....... .......: ..:... .:..... . .......: ..:. .....:...... - ..... . ....: m W s Pr .. ....: :.......:.. a 3RD STREET PLAN k PROFILE 1 ..:.......:...... ........:....... .....:..... z STA. 37+00 TO 41+50 .moo urn rcG'��a' 38+00 39+00 40+00 41+00 SHEET 36 GF 38 ' X C. Ly' t i b y y, d e Fe e tl¢ 219 216 V 06 Q Q • 4a' RCP 0 0.15% PROP. rxir CUD . 5' SOEWMIE De 4a' RCP 0 0.15% PROP. rxir CUD . 5' SOEWMIE De bwt qq fff EWSTNG PAFWNE WT T OP. 13o SY. 8 2 g k MOP, ASPHALT PNIL i t a 8 200 PROP,g 4 Pw. TAK A MET. SEi - (75) ' g STA - 44+81.33. 5SAW L Y R19. FL - S4W L 24' RCP PROP. 2 10 V - 24' RCP • 0.50E MOP. TYPE C1-8ET. SK - (74) STA - 44+50.77. 38.45' L RN - 19.91' 'T FL - 1S3W N, 24' RCP\ FL 13,3W W. 24' RCP— F�1 FL 1S2W L 30' RCP _ PROP. 70 V— ..,,y/ JW RCP 0 0.408� STA - 44+58.64, 7.00- L m - 19.8Y FL - 121Y N. 49' RCP I FL - iS1YIW. 30' RCP PROP. 48 • .4' * • 0^� 30' RCP 00.4 PLAH,ER v,LW lPd1E .� sidtY ( STwE BuiLDwc CUD ,_ �l PRW. TYPO W 4+ 27. _ STA - 44459.Z7. 3 RM-2 201 FL - N, 2 I&W24'FL - iS35' W. 30' 0 9 4 i 3$ PROP. 3RD STREET PIIOP. TYPE A L41EL SW - (77) STA - 44+97.75. 55.20' L RVI - 19m, FLIT 1178' E 24' RCP PROP. 20 LF 24- RCP 0 0.50E PROP. TYPE C1-NET, SIR. - (78) S7A - H 96*!RZ 36.22' L 9.91' FL - User W. 24' RCP FL - 13.58' S. 24' RCP V PROP. TYPE A NET SIR. - (80) STA - 45+50.98. 14AW _ RW - 19.96 . rFL - 1413Y E 2 r RCP P�PEIR� PROP. 95 LF PROP. 21 LFf - —_ --4 O a1" - 2V 1" O 0.52E S' mm - OFFSET (SEE T OET'L SHET 5 FL - 1, FL-b -PROP. TO' CONC. S/W BY OTHERS NIC' EAS. P.T. £ mw FIRE S OTHERS 7 POOp. STA - RIM FL-1 `O_%41L mw- 9, 7.OW L 38' RCP 24' RCP 24' RCP 48' FCP DO M H W I1.1 V) LL1 LJ BENCH MARK �YEBE�1A901 L L{�, CONCFWM PAYENENT DYEN9011S ARE FROM BACK OF CURB TO BACK OF WREL 0� BCYE 1'.A DATE DA- NERGY ELECTRIC DATE fCR GOSiMC VNGER(A cllM VVFE�N ,w1 o.T w.Y1 w, z4- dF CobbtFendl74 ey 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713 462.3242 11Nx 713 462,3262 wrnN. oobblfwWleY com V 22. .. ....... ........... .. ... . ....... ......... 30 22.. .. ...... ... ... ......... .... ....... 2Z u ... .. .: .. - ...... a F ..:, ... ... -. P z3. u . .. ... F].16i ROW MESi.NR -PROP COMM . - sT. IY Aa os* nACP :.. . IW9R. ( .. .... _ 1rR EASTgOA EAST UP E �ASf PWT Q . - . .. - - 21 2E - .. 0.10E - .. .. _ — .... ..-: _ -_ — � .. _. - . .. EA _ CXISi. Il ]i[4 MPE/TiCP ..-_ EAST 1! EAYf 1C NfY 1 RP S .. ... EAST'1]•'RCP E e• W RI�1 ]i LL :. : ... ... . .. ... EAST 12• WTI11 .... . EAST Ir WARR . m ........ .. ....:. : .... .... ... ......... ... . _ _ (APPRex: EOC.(i0a). (APQRbi iOPitl Lz ... .. _..._........ _.__.. IL EAST 5' RATER M7 ... ... .. PRQP, 397 LF LocefiQN) .... .. ... ..... ... . PROP. N V .. PREP. 49 0. ... 38' RCP O 0.20E1).71 LS. 1.i. ,. 48' RCP O 0.155 :. 1w RCP • 0.101[ .. ..(.... 2-MOP. 30' RCP , .... 1ZIL .2-PROP. Y{1z:... .... .. .. "WAIM:WFSET. .. ..... .. - itCor lKL L.: ... 1_< 9/I F IiEYEW Ob01rp a uEwe: NEAm E CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT N0: 1212-026-01 3RD STREET PLAN & PROFILE STA. 41+50 TO 46+00 42+00 43+00 44+00 45+00 SHEET 37 of �- F •. yy e e W e PROP. TYPE A NET. SIR - (64) " STA - 47i64J9. 41.96' L _ ]0.60' G MOP. A NLE - M F- t4 FL . .9{' E 24' RCP Ht6 PROP. 26 LF 1 60' B6' E 24' CE TERPOINT ENE IP $TL GAS GY NE E 54 RCP,O O.SOt < S L�FL FPROP. O I ` � TYPE A NET. STR - (amrO I STA _ 47+67.34, 14.00' L + - PL - 144..W W, 24- RCP PROP. 30 LF i oo I R - 14.60' E 24' RCP e ., Til=: T2 WAMR - - - - . 5- SEEWALE — - - H Ld W - PROP. 6' CIRm PROP. e' CURB I m P t 7 V PROP. 6 7 LF O 2D1< F . 24' RCP O 0.645 J L2.1 I U(n Pk47+00 47+3D.57 yF ~ . 501� STA _ 46 MQ. 7.00' L 17'eSt7� -4j Q - 36' NOR • Om Rm _ 20.39' - 24' RCP 03is Q III - 1152' K 3Y RCP F R. - 1154' S. 36' RCP -^ - m I I F oNERHANG t TM-WW c SIR. - (at) CURB RAMP T{ I r.H 00' R` ) TWO sa+r F ' a.. u- �a ORE s1o6Y a Rnlcx Bulmmc RCP ! f WOOD auI 7 �I PROP. TYPE C IBL SIR - (14) F el STA - 47+67.41. 7.00' L RY _ 20.49' H R - 14.75' W. 24' RCP PROP. 5' GRANITE WALKWAY FL - 14.76' C 24' RCP 'BY OTHERS NIC' I R - 1175' S. 36' RCP PROP. FIRE $TA00N 113 H09 g I 'BY O1HER5 NIC' (65) T1Pl�� T.00 R- ST gig E i \ R _ 14.6T W. 24- RCP 3RD STREET 1 IR 41 Y aim —I JTILI// I rtm CURB, RAMP I I I I FI I I BENCH MARK BENCHMARK iMgNATON x au psW25 Is A n• ONASS DISK nllFiB SIR 050025 B ON BRIDGE AT NORM eWxD 'fKATAGE RD1D Of P NRalwnr 1A6 nM0 uTn£ ORRAKV UDSAMD OR IXiE DOWN STREAM (30 TE WAUR ON SOUTHEAST DOWNER DE BRl)r, (Mn H9Ba 20N Aw.) S.-IllW BM CONCRETE PI DIMENSIONS ARE ROY BAH]( Q CIM 70 BAI OF CUE®. I eU= SRI STOW SWEET PETAL Z.. Y tll ¢ "( Two sTRlr 3 BPoCN &IRDIXG 3n...... ... ..... ................ ........ .. 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CI _ 47+00 48+00 49+00 50+00 CENIEAPOINT ENERGY GAS DAIS (Ex,Fz $ERVI2 uHH¢ Nm sHor/H5) ARARSTRUT FOR IMFRWUHM C4HLVIi TAXA1�5 pqT DAZE aaATUMs MUD Id OW YEAR CENTERPOINT ENERGY ELECTRIC DAIS u ODT11EaWSE KNOT OR M MUD T RE REVIEW ONLY) � CobbFenclley Texas Registration No. 274 I U30 Northwest Freeway, Suee 1100 Houston, Texas 77040 713.462.32421 fax 713.462.3282 w cobbfenCley.com MHi14EVEW >tldp�a pwm 1NB InEPryv'. IHEAnH R LYIE DNt w CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN do PROFILE STA. 46+00 TO 50+50 OF Sheet 7 10. Shows 4' typical side walk width conflicts with plans. 11. Change S.W. width to 5' all callouts. 12. Change min radius to 5' for driveway detail. 13. Callout limit of driveways unless directed by city engineer. 14. Remove saw cut call out for mountable curb. 15. Revise Sec A -A for ramp detail for mountable curb. 16. Notes: Revise note 8 to engineering department @ 281-470-5062. 17. Notes: Revise note 11 to be contractor's responsibility. 18. Notes: Correct spelling note 20. Sheep 19. Revise note 3 from storm sewer to call out trench width. 20. Revise detail plan view on type C-1 inlet to call out'/4" expansion joint. Thee 2 21. Revise note 2 to add and as needed during each work day. Sheet— s 21-2P 22. Label distance between signs ahead of lane closure The —et s26-3 23. Label water line on plan view. Sheet 277 24. Add type A inlet at North West corner. Sheet 29: 25. Add type A inlet at all corners. 26. Provide storm sewer lead to the east for future extension to drain Broadway 27. Insure drainage area map includes capacity. Sheet 32 28. Add type A inlets at all corners. Sheet 3 29. Add type A inlet at all corners. 30. Provide storm sewer lead to the east for future extension to drain Broadway. 31. Insure drainage area map includes capacity. Sheet 3 32. Show pavement elevations for side streets — typical. 33. Missing elevation callouts at North East corner for parking. 34. Elevation at PVI station 42+15 should be below 21.28. Sheet 36; 35. Add type A inlets to drain existing parking lot at lot lines. Approx location —Station 46+10 & 47+80. 36. Add sidewalk — West side of right of way. Sincerely, Julian Gar., P.E. CityEngineer Public Works Utility Department Plan Review 5/22/2013 Project: 3`d STREET PAVING AND DRAINAGE IMPROVEMENTS 100 % REVIEW Sheet 2 1. General Notes #9. Delete reference to Hunter's Creek Village. Sheet 4 2. Revise waterline offset detail. Use City of La Porte roadway crossing standard detail .Detail attached. 3. ' Vertical scale seems to be I" = 4 feet instead of 5 feet (sheets 4-36) Sheet 6 4. Sanitary sewer siphon - Increase casing size for 8" pipe to 12"? Sheet 34 5. 12" La Porte Area Water Authority Line not shown. Possible conflict with proposed 48" RCP at STA. 40+30. Indicate on drawing this line if adjusted will require casing. Plan and profile attached. Sheet 35 6. Two possible waterline conflicts with proposed 24" RCP east and west of 3`d Street at STA. 44+67. 7. Insert elevation values at STA. 45+20 N um N " ui e > W u> > >I N H u m N o O 2 O I Na96900 ^ �cA N/-GUT 983d L.F BORED AND JACKED.NOCASING - �' 4. PROP. 12" WATERLINE f W tz- - NIF r w � M ml w � N N m�i i �OLF BORED AND w _ a"_ s_ep S.P _ JACKED. X!C CASING d 5/ 1�1 SPY $Wfl. $ � iL - Z J_ - I-I/0"ENTEY _ a.17s /Z" __ L .FV __. VA--•-L tH WEST HB" STREET 2•.CN• ICPT RP_-P- R- AAvSvPE .. T pAiiERX ' - PROP. 12° WAT RLI E z ENV +(�I c 1gFIL ..-_. --C_ W a" sT 6O L. F. B ED F�CLRANNTEM T CEMENT �e Leif G/+ {o �� ND ��e _— _ _._.- _ YS F S ,e Lu 1 IQ _ _ a sa _ SWa -- INs1 1 F 9" RED JACK LW4 r D F I ItW S• p.. CEM NT ' .. - - - dl•SE. NO E I 'S E N — - - - - - _ ,. FOR UNE TO PASS OVER AN OBSTRUCTION RATHER THAN UNDER . MUST HAVE ADEQUATE COVER AND . . BE APPROVED BY CITY ENGINEER NC, CAST YRON: DUCTILE DRONE PVC .. . . WATER LINE .. . L OBSTRUCTION ti NOTE: ' I. MATERIALS AND COATINGS TO BE TYPICAL SECTION' . IN ACCORDANCE WITH WATER MAIN' ' . FITTINGS . STANDARD SPECUWATIONS. 4 - 0 X 45' MECHANICAL JOINT BENDS (MEGALUG FrmNGS) . ,Z: RESTRAIN PIPING AS REQUIRED TO 2 - 0 PVC/AC ADAPTERS (AS NEEDED)' . .PREVENT MOVEMENT. 0 C EDO PVC WATERLINE (DR 14 (W/ RESTRAINT JOINTS) . 3. BLOCKING REQUIRED ON TRANSITION WATL � ) TYPICAL PIPE OFFSET SECTION FOR WATER MAINS , N.T.S. Garza, Julian From: Mick, David Sent: Friday, May 31, 2013 3:01 PM To: Garza, Julian Cc: Pennell, Don Subject: FW: 3rd Street Drainage Design comments Attachments: 3rd Street Paving and Drainage 100%.doc; 20130522172653406.pdf; 20130522172702785.pdf Julian — Public Works comments attached. And the big picture items that you and I talked about. 1) we still need for this trunk sewer to serve as the backbone of this area. Looks like some of the capacity provided previously might have been value -engineered out. Though I was happy to see the single barrel sewer design, I'm concerned that we might be moving away from what was the main goal of this project originally. 2) Everyone is familiar with the drainage problems on S. Broadway. We also have some more minor ponding in other nearby intersections — several locations on 2n0 Street (C Street is the worst). We will want to drain these areas to the trunk sewer. Catch basin leads will need to be deep enough to accommodate future extensions. This design may do that but the proposed crossovers look pretty shallow at first glance. 3) Is the utility work still included in the project budget. Our utility funding picture has not changed. Thanks. Dave From: Pennell, Don Sent: Tuesday, May 28, 2013 8:02 AM To: Mick, David Subject: 3rd Street Drainage Design comments Comments attached for your review and forward to Julian. - ---- ---- -- - - -- ---- - - - - -- ' I' ---- - - _₹L51/riC ` L/�InN_bL! ._ G✓'—G1/ Y/�_Z O��s--- -- -- - 1 - - -- --j1 _ . - % .; / , 1, 4r -.- - - - - -- - - - / L12 >% _�� i �P __ h1--/ j TLi 2J L7JT - - -- -- -11111 - i I LTIlT : ' ffTiltr±It± ol±_JiII: - __ ---- -- - - - -- - --- - - ---- -- -- - - - -- ---ii} ii III i I } � _ �i ��'✓c `r�.�isY� .-1•rfw1 --.Q�-at-- ✓K ol�u - - A.I 'i lil i III�I ---- / _yam /qry� - - - - -fit - -- - -- - - - - - -- -- - - ---- -- - -- - ----- i�l _II I� II it t i I I f! �I I �I I I i y . Client: City of LaPorte Cost Estimate for: 3rd Street Paving and Drainage Improvements Date: 4/1/2013 Item No Item Description Unit Unit Price Quantity Extended Price BASE BID ITEMS GENERAL 1 Mobilization LS S 224172.72 1 $ 224172.72 2 Traffic Control and Regulations LS $ 58 000.00 1 $ 58 000.00 3 Remove and Replace all si na a LS $ 10 000.00 1 $ 10,000.00 4 Clearing and Grubbing LS $ 10 000.00 1 S 10,000.00 5 SWPPP Protection LS $ 9 500.00 1 $ 9,500.00 6 Sodding SY $ 3.50 16,629 $ 58.202.00 7 GENERAL ITEM SUBTOTAL $ 369,874.72 PAVING 7 jRoadwayExcavation CY $ 2.50 5,700.0 $ 14 250.00 8 6' Reinforced Concrete Pavement, complete-in- place SY $ 32.50 19,120 $ 621.400.00 9 8' Reinforced Concrete Pavement, complete -in- lace SY $ 40.00 898 S 35,840.00 10 Asphalt Type D Surface Course TON $ 80.00 117 $ 9.360.00 11 Crushed Concrete/Limestone Base Course TON $ 30.00 508 $ 15.240.00 12 6' Lime Stabilized Subgrade SY S 2.50 21 192 $ 52,980.00 13 Concrete Curb, All Types LF S 3.00 9,554 $ 28,662.00 14 Lime 6% 32lbs/SY TON S 140.00 340 $ 47,600.00 15 6' Reinforced Concrete Driveways (Proposed Road to ROW) SY $ 25.00 3,365 $ 84,125.00 16 Adjust Existing Inlets, Manholes, and Valve Boxes to Grade LS g 7,125.00 1 S 7,125.00 17 4" Concrete Sidewalk, complete -in -place SF $ 4.00 28,920 S 115 680.00 18 Curb Ramps, com lete4 - lace EA $ 1 000.00 37 $ 37 000.00 19 24" Solid White Stop Bar LF S 2.50 359 $ 897.50 20 4" Solid Yellow Pavement Markin LF $ 1.20 1 272 S 1,526.40 21 Handicap Pavement Markin EA $ 50.00 2 S 100.00 PAVING ITEM SUBTOTAL $ 1,071,785.90 DEMOLITION 22 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY $ 4.00 19,630 S 78,520.00 23 Remove and Dispose of Storm Sewer - pipe size 15" and less LF $ 8.00 1.212 $ 9.696.00 24 Remove and Dispose of Storm Sewer - pipe size 18" LF $ 10.00 1,756 S 17,560.00 25 Remove and Dispose of Storm Sewer - pipe size 24" LF S 12.00 335 S 4,020.00 26 Remove and Dispose of Storm Sevier - pipe size 30"-72" LF $ 14.00 85 $ 1,190.00 27 Remove and Dis se of Grate Inlets EA $ 500.00 7 S 3,500.00 28 Remove and Dispose of B-B/Curb Inlets EA $ 500.00 9 S 4,500.00 29 Remove and Dispose of Manholes EA $ 500.00 3 $ 1,500.00 DEMOLITION ITEM SUBTOTAL $ 286,286.00 STORM SEWER 30 Type C Manholes Conc. - All types and depths EA $ 3,000.00 8 $ 24,000.00 29 Junction Box Structure > 72' RCP EA $ 15 000.00 10 S 150 000.00 30 Manhole Riser on Box FA $ 1,000.00 4 $ 4,000.00 31 Side Ditch Interceptor FA S 1.000.001 36 $ 36 000.00 32 Type C-1 Inlets EA $ 2,500.00 2 $ 5,000.00 33 Type B-B Inlets EA $ 21200.00 36 $ 79 200.00 34 Type A Inlets EA $ 2 000.00 4 S 8,000.00 35 12" Drain Basins FA $ 675.00 20 $ 13 500.00 36 8" PVC Storm Sewer LF $ 20.00 100 $ 2,000.00 37 24" RCP Storm Sewer LF $ 55.00 1,365 $ 75 075.00 38 36" RCP Storm Sewer LF $ 100.00 230 S 23 000.00 39 42' RCP Storm Sewer LF $ 105.00 10 $ 1,050.00 40 48" RCP Storm Sewer LF $ 115.00 467 $ 53 705.00 41 72" RCP Stomr Sewer LF $ 325.00 932 $ 302 900.00 42 84" RCP Storm Sewer LF $ 425.00 462 $ 196 350.00 43 96" RCP Storm Sewer LF $ 550.00 932 $ 512 600.00 44 9'x7' RCB Storm Sewer LF $ 450.00 946 $ 425 700.00 45 10'x7' RCB Stonn Sewer LF $ 800.00 495 $ 396 000.00 46 10'x8' RCB Storm Sewer LF $ 650.00 78 $ 49,400.00 47 1 Concrete Headwall I SF $ 40.00 0 $ STORM SEWER ITEM SUBTOTAL $ 2,367,480.00 MISC. ITEMS PROTECTION ITEMS 48 General Utility Adjustments I LS $ 31 200.00 1 S 31 200.00 49 Building Awning Protection LS $ 5.000.00 1 S 5,000.00 50 Sanitary Manhole EA $ 2500.00 2 $ 5000.00 51 8" PVC Pipe LF $ 30.00 75 $ 2,250.00 52 10" Steel Casing LF $ 250.00 25 $ 6,250.00 53 Fill and Compact Exist. Ditches CY $ 3.00 6,475 $ 19 425.00 54 Adjust Water Services (Long 8 Short side EA $ 400.00 100 $ 40 000.00 MISC UTILITY ITEM SUBTOTAL $ 184,530.00 SUBTOTAL CONSTRUCTION $ 4,269,956.62 Total Construction with 5% contingency lala �,•,,7s 4,483,4s4.45 C:\Users\GarzaJ\AppData\LocaOMicrosoMWindows\Temporary Internet Files\Content.Outlook\GK9R721E\Construction Budget_3.27-13.xls 1 of 1 I • F.Ynlam <a st I.1 .1 y Cost tsiIRlaxe , § for: 3rd ient Cit vin' treet Pavin LaPorte an`J Draina 6iMtlHPM Im rovemeoia nWly Fat oso me sl. FISNaW PM nN-- 4nmcN V. ft •RLmMrI '� Imm EmvM4n BME Wal]EW TW aunEtF Tuy WPM om UXI Ma a." 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OWw ..12ieGmseuhn eWpl_e4x. 13 1I N IN, Client: City of LaPorte Cost Estimate for: 3rd Street Paving and Drainage Improvements Date: 4/1/2013 m F Item Description Unit Unit Price Quantity Extended Price BASE BID ITEMS GENERAL 1 Mobilization LS f 228460.82 1 f 228460.82 2 Traffic Control and Regulations LS f 58 000.00 1 f 58 ODO.00 3 Remove and Replace all si na a LS f 18 625.00 1 f 18 625.00 4 Clearing and Grubbing LS f 14 000.00 1 $ 14 000.00 5 SWPPP Protection LS $ 9,500.00 1 f 9,500.00 8 Sodding SY f 3.50 16,629 f 58 202.00 GENERAL ITEM SUBTOTAL $ 384,787.82 PAVING 7 Roadway Excavation CY f 4.00 5,700.0 f 22 600.00 8 6' Reinforced Concrete Pavement. complete-in- place SY f 35.00 19,120 f 669,200.00 9 8' Reinforced Concrete Pavement, complete-in- place SY f 45.00 896 f 40.320.00 10 Asphalt Type D Surface Course TON $ 80.00 117 f 9,360.00 11 Crushed Concrete/Limestone Base Course TON 30.00 508 f 15 240.00 12 6' Ume Stabilized Subgrade SY $ 2.50 21,192 f 52,980.00 13 Concrete Curb, All Types LF $ 3.00 9,554 f 28,662.00 14 Ume 6% 32lbs/S TON f 140.00 340 f 47,600.00 15 6' Reinforced Concrete Driveways (Proposed Road to ROW) SY f 25.00 3,365 $ 84,125.00 18 Adjust 6dsdng Inlets, Manholes, and Valve Boxes to Grade LS $ 7,125.00 1 $ 7,125.00 17 4" Concrete Sidewalk, com leledn- lace SF f 4.50 28,920 f 130,140.00 18 Curb Ramps, cem late -in- lace EA $ 1,000.00 37 $ 37,000.00 19 24" Solid While Stop Bar LF f 2.50 359 f 897.50 20 4" Solid Yellow Pavement Marking LF f 1.20 1,272 $ 1,526.40 21 Handicap Pavement Marking EA $ 50.00 2 f 100.00 PAVING ITEM SUBTOTAL f 1,146,975.90 DEMOLITION 22 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY $ 4.00 19,630 $ 78,520.00 23 Remove and Dispose of Storm Sewer - pipe size 15" and less LF $ 8.00 1,212 f 9,696.00 24 Remove and Dispose of Storm Sewer - pipe size 18" LF E 10.00 1,756 $ 17,560.00 25 Remove and Dispose of Storm Sewer - pipe size 24" LF E 12.00 335 f 4,020.00 26 Remove and Dispose of Storm Sewer - pipe size 30"-72" LF E 14.00 65 $ 1,190.00 27 Remove and Dispose of Grate Inlets EA f 500.00 7 f 3,500.00 28 Remove and Dis se of B-B/Curb Inlets FA f 500.00 9 f 4,500.00 29 Remove and Dispose of Manholes FA f 500.00 3 f 1,500.00 DEMOLITION ITEM SUBTOTAL f 289,286.00 STORM SEWER 30 Type C Manholes Cone. - All types and depths FA f 2,500.00 4 $ 10,000.00 31 Large Junction Structure (Equalization between Dual Pipes) EA f 15,000.00 2 $ 30,000.00 32 Small Junction Structure FA f 10000.00R36 $ 140000.00 33 Manhole Riser on Box FA f 1 000.00$ 2 000.00 34 Side Ditch Interceptor EA f 1,000.00f 36,ODO.00 35 T C-1 Inlets FA S 2500.00f 5000.00 36 T B-B Inlets FA S2 200.00f 79200.00 37 T AInlets EA S 2000.00f 8000.00 38 12" Drain Basins FA S 675.00S 39 8" PVC Storm Sewer LF f 20.00S40 24" RCP Storm Sewer LF f 50.00f 67 700.00 41 30" RCP Storm Sewer LF $ 70.00 166 f 11 620.00 42 42" RCP Storm Sewer LF f 110.00 15 $ 1,650.00 43 48' RCP Storm Sewer LF S 115.00 539 f 61 985.00 46 72" RCP Storm Sewer LF 250.00 940 $ 235 000.00 47 84' RCP Stonn Sewer LF f 350.00 470 f 184 500.00 48 96" RCP Storm Sewer LF $ 550.00 1 880 f 1,034,000.00 49 7x5 RCB Slonn we, LF f 400.00 1,156 $ 462,400.00 50 Concrete Headwall SF f 40.00 0 f STORM SEWER ITEM SUBTOTAL $ 2,349,065.00 MISC. ITEMS PROTECTION ITEMS 51 General Utility Adjustments I LS f 31 200.00 1 f 31,200.00 52 Building Awning Protection LS $ 5,000.00,1 f 5,000.00 53 Sanitary Manhole FA $ 2,500.00 2 f 5,000.00 54 8" PVC Pipe LF $ 30.00 75 f 2,250.00 55 10" Steel Casing LF 250.00 25 f 6,250.00 56 Fill and Compact Ust. Ditches CY $ 3.00 6,475 f 19,425.00 57 Adjust Water Services(Long & Short side EA f 400.00 100 f 40,ODO.00 MISC UTILITY ITEM SUBTOTAL f 184,690.00 SUBTOTAL CONSTRUCTION f 4,351,834.72 Total Construction with 5% contingency 4,669,216.46 D:\cfa\2012\12026.GL0_Phasell-La_Porte\ENG\COST ESTIMATES\ConstruWon Budget_2-25.13.x1s 1 Of 1 13 I! 218 c 216 ¢ IAu I� r------- ov -- T aP xx �a' Rcv Ta of aM N Iw* 215 e 's : s A p 206 e g R PROP. 4%.06 lF — 4B' RCP O 0.101G R.O.W. ( P, -A�jv) "-')q\0,tXwvj D x Y + Q 204 zoo 120 y 118 4I PROP. TYPE C MH. STRUCTURE — (31) STA = 145433.82. 7'W' L RIM 21.01' TYPE A —INLET. I y/ R 10.5Y N. 30' R SIRUCNRE — S FL 1 .23' E 24' RCP 24" RCP w STA 33.95. 20.57' L p R v ' epr S. {8' RCP _ v RIM 1. y t7 R 18.�1' 24' y e �T1I N ( > TM Ci BMM P� =4— s"u, Tl f 3RD STREET P • 13.57 lF I 1�j PROPLE . TYPE A—INT, 24' RCP OO.SOfi +{ f� PRIVATE UTILITY LINES STRUCTURE — (52) PROP. 26.97 LF i STA 145+33.88, 19.97' R ^• 24' RCP O 0.50E -. RIM — 21.30' CENTERPOINT ENERGY GAS DA'. R- 16.30' W. 2{' (u�rzx smerx ur<s nor swnx) • y --oxO rW AT&T tEX%SgT DATE x A _ µa A z _ Sr ATU S covert ww m aver P R j — ��_ _ 4PIAIVMS V.WO rp1 MC KM 21 x D I o oNE I CENIERO ENERGY ELECTRICDATE USS0DALimOseuiEGRWND DUC'LixmrsrlUNKWWcr. VUOiE a Ka stlir O STCNE WTLTTN m R ~ P OPOSED FIRE 0., CobbFendley 201 A125 STATION EI Taxes Repislretion No. 274 "BY OTHERS NIC" G 1 USE, Northwest Freeway, Suite 1 W0 g i p x iI Houston, Texas 77NO k t$ q x a T13.462.3242I fax 713.482.3262 e q e g w =' .mbbfendley.eom HEINEN xuTx R. LAEHN xnE tlxOHuxE •]OIJ — I' PROP. 13.85 11, w 24' RCP O 0.W) TIM 2f 0 S C 'A A L L PROP. TYPE A -INLET, �jej STRUCIDRE - (51) STA AM 147+00.76, 20.82- 11 RIM AM 21.13' F. A 16.00' E, 24' RCP _t ~-~- PRO. 22.37 P"ROP. 106.13 24' RCP O 0.50lFE "`P :x.ma-A ~— ill 1 — - FIE A -INLET, / STRUCNRE . (50) J/ STA a 148+99.56, 15.36' R RIM -'R07' + I R - 16.00' W. 24' RCP ± PROPOSED FIRE STATION I 113 M "BY OTHERS NIC" z � I z 9 - 2 148+00 El Z '.. k,:T7 CTURE 146+9B.BA ].00' L MA 15.9B'E, 24'RCP R MA 1' W, 24' RP IT.E - t0.0-WB8' S. 30' RCP 109 �{ Y L � (30 e 1 3rd STREET CENTERLINE S o 1 ONE STORY MILK eNL.K.. S V 149+00 A I I k ❑ 0 10' 2�0' 40' I I � I � I I GNESTWY SNEET METAL . i I so, WIWM4 �" E - ..... I ... .:PROP. ttPE:C MR; STRBCNRE-- (3�... ..... .. ... . . .:. . ..:.... . :.._...: 22 Zfl S_.-.. ....... .... ..9TAAM1IBR99.94: 7.01 .. ...... ..... � ....:.. ..:..... ........: 2fl +'O :...............:.......:.......:RIM -.201.......:.. ... ..:.......:....... .. ....... 27. 2fl ....... 24' RCP. .R am 159E :.......:.......:. 28. ... 1 am W. RCP: ......: 21 ..... ... -'IMM, S. ........ S JO' RCP... ............. 3w ... .. ..... ..... ..... ............... 24 N Za s °'d .... .......... .PROPOSED CENIERUNE ..............:...... ...:...... ......: .......:.......:.......: ..... . PM. STA: �.147+00.00...... EX [XITIN,D.,.. .. .:. ........... .. 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LIE....:.......:.......:...... ................................................. :.. 12 . r.. ..........1{ .. ............... .. .. ... ..: 12 :............. ................ ....... .. ......:.......:.......:.......:.......:.......:....... :.......:... .. .. :..... ..: 1a 2:.......:....... :.......:....... :....... :........................ .......:.......:.......:...... .:. ......:..... .. :.......: 2 fl.... ...:....... :....... :....... :.......:.................... ...:.......:.......:.......:. ...... ..:... .. .. .. .....: fl Z:.......:.......:.......:....... :...... :.... ...:.......:.... .:........ ...: ...... - fl:.......:.......:.......:...............:....................... :.......:.......:..... ........ ....... ...:. ...... :..... .: fl 1 147+00 148+00 (plNiflWiR��E ENERGY anGAS S4N) GATE AWINYEa ICR AT&T TEXAS/5MHT DAIS iwfnmdla mxouIT EAoun s orx q. $XiiANIFS . " Wf W M CENTERPCINT ENERGY ELECTRIC DATE MLY uNn OMERI NOTED VµxloOATiWME q KWEW MILY) CobbFendley Texas Registration No. 274 13430 NortOw•st Freewa, Suite 1100 Houston, Texas 77040 713.462.32421 fax 713,462,3262 ...bIDIbMIey.wnT He1.MBB YEW o^. ei]aFq u p rmll IT Tp� Ggn.v "AnI 1 YLf AE. sMAK N, 10.946__ NAI hC11. 111 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT PRO.ECT NO: 1212-026-01 ORANN BY: MIIA CHECKED BY: HRL SCALE: I-i : 1^a>n' VERT :1'"4' 3RD STREET 146+00 TO STA. 146+00 I I I I I Hi tl1 I1jl as✓uix.'�n i� I m✓v � PROP. T Ct-V a SIRUCNRE �86) I I 1 � L 3 STA . 112.W.ee. 11 I I I i RN . 44.05' I I h h n . p80'F,' Si- W < PfiQ. TtPE CI -INLET, Q p h - .w. m m20' 40' 2+M47.E 0* STA . 112+JBmm 14.5. I I I IyLyy� mu - 14.a' ' a I . O.M. E. 24' RCP I II II R.O. J1• SSIW I L SIW }.._ RI „.vie., �R 'go 2e r-F �Li'J . / \ SIDEWALK o Is- »me am Fo „R.. / —�I g + rma JO oo, DO 4 C 219+00 1Y 22o+0D p 221+00 4 222+00 I� H.STREET _ _ H.STREET A7RaNST c m Il _- TI awm xme n w1 PRIVATE UTILITY LINES SHOWN _ Ne— mR 11rv0 A mL w CEHIC N GAS OA1C 1 , �O""'-Y2i a . mot >CRNCL I1MS x01 our _ _ _ _ _ _ _ _ _ _n� _ R.T CSC-- _ — — R OO.SO1L I _ I _ _ i uiotot crM AOTmauir l�(s aroma:. oA1E !- W I PROP. 21 I Ij' n h B S AltNSS V !W OC AM f 24- RCP Ob.50f[ IS CENIERPONT CNERGY ELECTRIC OATS W It u�itss oi�uw r w� c ivE ¢x[ s = 1 AT a w 8 o"ut" "o - �..d CobbFendley 8 -v.0 Texas Re0ia1r _ I t3g0 NOVywesl Freeway,Site 11W 1t m I Houston, Taxes ]]U40 40 717.48w2�32a�2I101 713.482.3262 219+00 _ _ 220+00 221+00 MEIN REEW Lr�T M R i .L LrY xs: ION.R pqe J1b.CeRlR M CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT (SCALE: HORZ : 1-.11) VERT :I-.4' 1 H STREET 218+00 TO STA. 222+00 Garza, Julian From: Mick, David Sent: Friday, December 14, 2012 11:30 AM To: Garza, Julian Cc: Pennell, Don Subject: RE: 3rd Street Drainage Improvement 30% Plans Julian — A few thoughts. Our guys will have others I'm sure. - They make megaboxes into the 20's—feet span. Maybe more. What is benefit of parallel box as opposed to one box at the south end of the project? - If two boxes, I'd be tempted to spend extra for Flowable fill between the structures. What is cost of material between twin 10x5's + twin 10'x5' vs. single structure hydraulic equivalent of twin boxes (didn't check to see if reduction in friction loss by eliminating a wall x 2 is enough to reduce from 20' span). - Do we need three junction boxes at Fairmont/3rd? Can we reduce to two? - lust brainstorming, if 6" concrete pavement is good, is 9" better? On a project like this, how much cost does additional concrete pavement add to project. Few V Is it worth considering? Or maybe the soil/pavement is going to do what it's going to do regardless. - It'd be nice to get sidewalk as far away from curb as possible. Hard to tell until we see sections. - Might be good to reduce apron width 3`d St at Main similar to proposed 3rd St at A. Would lose a parking spot (marked handicap) that is in awkward location anyway. Dave From: Garza, Julian Sent: Wednesday, December 12, 2012 2:49 PM To: Mick, David Subject: FW: 3rd Street Drainage Improvement 30% Plans David: Sorry, I did not include you in the e-mail string. I believe that I selected Reagan in error from the pop up selection. Julian Garza Jr., P.E. City Engineer City of La Porte 281-470-5063 From: Garza, Julian 'Sent: Monday, December 10, 2012 4:20 PM To: Pennell, Don Cc: McPhail, Reagan; Slaton, Rodney Sul jest: 3rd Street Drainage Improvement 30% Plans Attached is a copy of the 30% Plans for you review and comment Thanks. Julian ,Garza, Jr. P.E. City Engineer Please provide comments by Friday, December 21" City of La Porte 604 W. Fairmont Parkway La Porte, Texas 77571 parzai@laoortetx.Rov Phone: 281-470-5063 Fax: 281-470-5005 Public Works Utility Department Plan Review 12/27/12 Project: 3rd STREET PAVING AND DRAINAGE IMPROVEMENTS 30 % REVIEW Sheet 6 1. Possible conflict. Verify elevation of 8" waterline at sta. 102+90 Sheet 7 2. Possible conflict. Verify elevation of 8" waterline at sta. 170+45 Sheet 8 3. Possible conflict. Verify elevation of 18" sewer at sta. 111+75 4. Possible conflict. Verify elevation of 8" waterline at sta. 112+30 Sheet 9 5. Possible conflict. Verify elevation of 8" waterline at sta. 116+82 Sheet 10 6. Verify elevation of 8" waterline at sta. 121+60 Sheet 12 7. Possible conflict. Verify elevation of 8" sewer at sta. 130+80 ( no tv reports) 8. Verify elevation of 6" waterline at sta. 131+05 .-*N Sheet 14 9. Possible conflict. Verify elevation of 8" sewer at sta. 140+10 10. Verify elevation of 8" waterline at sta. 140+20 11. Verify elevation of 12" LPAWA waterline in steel casing at sta. 140+3 Sheet 15 12. Verify elevation of 8" waterline at sta. 144+68 Sheet 17 13. Possible conflict. Water service line at sta. 202+20 Sheet 18 14. Possible conflict. Verify elevation of 12" sewer at sta. 207+60 (not picked up on survey) 15. Verify elevation of 8" waterline at sta. 205+60 16. Verify elevation of 12" LPAWA waterline in steel casing at sta. 205+65 Sheet 19 17. Possible conflict. Verify elevation of 8" sewer at sta. 210+90 18. Verify elevation of 6" waterline at sta. 210+98 Streets and Drainage Review Add stub outs east and west at all intersections A-1 or move inlet structure into the south side of east/west R.O.W. when no utility conflict. Future pipe stub outs on the back side of inlets. CITY OF LA PORTE TEXAS CONSTRUCTION PLANS FOR: 3RD STREET PAVING AND DRAINAGE IMPROVEMENTS 30%SUBMITTAL R.A� A NOVEMBER 2012 PROJECT AREA Q 0 P x M IN 7 5� o Y n c ig m A' 'y J. b N m fcN N �Bt.rsHEo �e SAN NOUST N S c 1=— D - F- wC E ci Ar m Z � F N uv vi c / �• :. �a s+�ar ``- rexPg HS R ¢ a x PROJECT :,° CobbFendley AIM NT PK LOCATION TeeeRegFtr y,o.274 13430 NMhw . T o .77, 40 1100 u?13.4, Team 7]040 717.482.7242 1 Iax 713.462.32e2 1 mvw.meMen4ePcan KEY MAP: 580 P.O.T.&U VICINITY MAP N.T.S. N.T.S. mew PtIEW ' Xel FIVM�p Iv cmWu�IM. • • pbby v ivNl Wins CryF�NCaM 0. LTE . VG Svb cu Ie[9�a Oale eUwuBCP ]N] 1 PROJECT NO: 1212-026-01 COVER SHEET SHEET 1 ar 21 Sheet List Table Sheet Number Sheet Title 1 ODr[R m1ExY� xors AND oErAas 2 OQQNAL NOTE 3 PAWIO OETAeS sx¢r urours 4 71e) srRc[r sx¢r uYwrs s x smFET sx[tT uwurs Pux Aro mau e srw lao+so ro srw los+w ] srw los.m ro srw llo+oo e srw 110+0o ro srw n4+so u srw 11a+so ro srw na+ao to srA lroaoo ro STA. 1z�+so 11 srw 1n+so ro srw 12a+oo u STA. 12e+oo ro srw 132+eo 13 srw 1u+so ro srw la]+oo u srw 137+0o ro srw la+so u srw In+so ro srw ua+ao le STA. 14e+ao ro STA. 14e+ao 1] STA. 200+00 ro STA. 20Ko0 1e - srw 2o4+so ro srw zou+oo 1Y srw 2oaroo ro srw z17+so zo srw r7+w ro srA zle+ao 21 STA 21e+0e TO STA. 212+00 I 0 CAUi10N: GENERAL CONSTRUCTION NOTES: I. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT HIS OWN PROPERTY, EWIPMENT AND WORK IN PROGRESS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREETS CAUSED BY ASSOCIATED CONSTRUCTION AT CLOSE OF EACH WORK DAY. A. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL CITY STREETS FACILITIES, STRUCTURES AND UTILITIES AND SHALL REPAIR M REPLACE SUCH DAMAGE TO THE CITYS SATISFACTION AT NO ADDITIONAL COST TO THE CITY. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN UPDATED REDLINED 'RECORD* SET OF CONSTRUCTION DRAWINGS ON SITE FOR RENEW BY THE ENGINEER. 6. CONTRACTOR MUST PROVIDE AND MAINTAIN FENCING AROUND OPEN EXCAVATION AREAS, INCLUDING STREET EXCAVATIONS. WRING NON -WORKING HOURS 7. CONTRACTOR SHALL MINN ALL CONSTRUCTION -PERMITS REWIRED BY ME STANDARDS OF ME GOVERNMENTAL AGENCY HAVING JURISDICTION. 8. EXISTING PAVEMENTS, CLASS. SIDEWALKS AND DRIVEWAYS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW CONSTRUCTION PER SPEOFICATIONS AND DETAILS AT NO ADDITIONAL. COST TO OWNER. 9. WHENEVER UNSUITABLE MATERIAL IS ENCOUNTERED AND CANNOT BE HANDLED BY ME EXCAVATION Cot EMBANKMENT REGUIREMIENTS, MEN ME UNSUITABLE MATERIAL SHALL BE EXCAVATED TO A DEPTH DEEMED SUFFICIENT BY ME ENGINEER AND ME EXCAVATED MATERIAL SF/ALL BE DISPOSED OF OFF ME JOB STE. ME EXCAVATED AREA SNAIL BE FILLED MM SELECT FILL PER ME CITY OF HUNTER'S MEEK VILLAGE 10. SURPLUS EXCAVATED EARTHEN MATERIAL BECOMES ME PROPERTY OF ME CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF OFF -SITE. INCLUDE COST OF REMOVAL ANO DISPOSAL IN OTHER ITEMS OF WHICH THIS WORK IS A COMPONENT PART. NO SEPARATE PAY. ME MATERIAL MUST BE DISPOSED OF IN A SAFE AND LEG& MANNER. 11. ADEWATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES WRING CONSTRUCTION. MY DRAINAGE MACH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ME SATISFACTION OF ME OWNING AUTHORITY. DAMAGE TO EXISTING PAVEMENT WRING CONSTRUCTION SHALL BE RESTORED TO ME SATISFACTION OF ME OWNING AUMORITY. 12. WHERE MANHOLES ARE LOCATED AMIN PAVED AREAS CONTRACTOR SHALL SET RIM ELEVATIONS TO MATCH FINISHED GRADE ELEVATIONS OUTSIDE OF PAVED AREAS- SET MANHOLE RIMS 3 INCHES (MINIMUM) TO a INCHES (MAXIMUM) ABOVE FINISHED GRADE. ADD SLOPE FILL AROUND MANHOLES. SLOPED AWAY AND DO M FROM MANHOLE RING. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WIM PRIVATE UTILITY COMPANIES. PAVING CONCRETE NOTES: 1. ALL CONCRETE PAVING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS ALL CONCRETE TO TEST 3,500 P.S.I. AT 2a DAYS. 2. ALL REINFORCING STEEL SHALL BE F -60 K.S.I. 3. CONTRACTOR SHALL COORDINATE WITH RESIDENTS WITHIN 4a HOURS OF ANY DRIVEWAY 4. ACCESS RESTRICTIONS CONTRACTOR SHALL WORK TO MINIMIZE INCONVENIENCE TO THE RESIDENTS SBC NOTES: 1. ME LOCATION OF SBC FACILITIES. IF SHOWN. ARE IN AN APPROXIMATE WAY ONLY. ME CONTRACTOR SHALL DETERMINE ME EXACT LOCATION BEFORE COMMENCING WORN. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES rofl R MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES 2. ME CONTRACTOR SHALL CALL I-800-344-8377 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING "MIN 18' OF ME INDICATED LOCATION OF SBC FACIUTIES, AIL EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, ME CONTRACTOR SHALL EXPOSE ME SBC FACILITIES. 4. WHEN SBC FACILITIES ME EXPOSED. ME CONMACTOR WILL PROVIDE SUPPORT TO Locaaons of CeMerPoint Energy main Net (to Include CenterPoinl Energy, Intnstato Pipeline, LLC. when applicable) am shown B M approximate locatt, only. Service Into am usually not shown. Our signature on these plans only Indicates that our facilities an ah. in appnalmate location. It does not haply that a conflict analYsb has been made. The commutor sha0 coriad Iha UUIRY Coordinating ComMttee at (713) 223-4587 or 1.800.88g41344 a minimum of 48 houre prior to construction to haw main and serAce d1m field baled. • Man CenlarPobl Enemy Pips one markings am not A&F le. cal (713) 9117.6037 (7:Ob ere, to 4:30 P.m.) for a1aWa of Me location mpuest Mr. ado Wei begka. When ekrenteg within othdoon lodes (is-) d the 6ldluad location d CmloNolnl Envy rarIDlks.al --tion mml ba eccomPROed Akg rmm nlud .1lon p roo du m. • Wien CantePam Energy f rdbor, en apposed, arikknd support muM be pmWetl b the facilities to pnevem axQadw Masts on the Pk*,. The .1mc x' Is kdy responsible for eW damepes mused by his feava to smclty locale and preaelva leas undaromud Facilities. WARMING: OVERHEAD ELECTRICAL LINES O.enaad Ares -may acted on vie Prep". The bmtlon of o adeod lines has rot been atewm cn Rase dmYds as the Np M dearly Vew M you Maid bcab Wen Erb to beginning any CaabYp6al Texas low. Section 75Z HaaIN 6 Safety Coda fWaKS ac ta" that occur In does prmdmly to high vdtage Owe. spedflyly. • Any edMty Men person a Imxro may come MiNn aNa) feet or M oArmo d high wsaa ices: and • Operating .awn. dent k. power shawl. &Mv b. pia drive. rotated MPbmed, or skier ppmwt rdNb 10 feet d M overhead high wRage t es, Pe'des "Pomble la vie work. Induaag conhacton. an, "Icy responsible for the Ass y d oormuctlm WOMers unav Via haw. Thin dew asMn bo01 ubiikid and via bbiH. To ertanpe fa knot b be bored M a removed cal CeNarPobl Eneryy at (itJ) 20]-7222. . ACTIVITIES ON OR ACROSS CENTERPOINT ENERGY FEE or EASEMENT PROPERTY No appmnl to .. —err occupy Col dM Ir or emenend papery b oAwa d you need b use, CamorPdnt property. pban contact. Surveying 6 R12M of Way DKkbn at (713) 207-0246 or (713) 207d 89. REFERENCE NCHMARK FLOODPWN REFERENCE MARKER NUMBER 060025 IS A BRASS DISC STAMPED RM MM25 ON BRIDGE AT NORTH BOUND FEEDER OF HWY LAB AND LITTLE CEDAR BAYOU LOCATED ON DOWNSTREAM CONCRETE WALK ON ME SOUTHEAST CORNER OF ME BRIDGE IN KEY MAP WOO IN ME GALVESTON BAY WATERSHED NEAR STREAM F216-00-00. SURVEY NOTES: I. ALL COORDINATES SHOWN HEREON ARE SURFACE COORDINATES BASED ON THE TEXAS STATE PLANE COORDINATES SYSTEM. SOUTH CENMAL ZONE. NAD83, 2001 ADJUSTMENT. MULTIPLY BY A SCALE FACTOR OF 0.999882 TO OBTAIN GRID VALUES 2. ALL FIELD INFORMATION SHOWN HEREON IS BASED ON AN 'ON -THE -GROUND' SURVEY PERFORMED BY COBB. FENWEY h ASSOCIATES. INC.. ON SEPTEMBER 05. 2012. 3. ME UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN INDICATED BASED ON A FIELD SURVEY, UTIUTY RECORD DRAWINGS AND VISIBLE OBSERVATION. ME SURVEYOR DOES NOT WARRANT THAT ME UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE SUBJECT TRACT, EIMER IN SERVICE OR ABANDONED. ME SURVEYOR FURTHER DOES NOT WARRANT THAT ME UNDERGROUND UTILITIES SHOWN HEREON ME IN ME EXACT LOCATION INDICATED BUT ARE BASED ON ME FOUND VISIBLE ABOVE GROUND FEATURES FOR EACH UTILITY ON ME SUBJECT MALT. ME SURVEYOR HAS NOT PHYSICALLY LOCATED ME UNDERGROUND UTILITIES. ME LOCATION OF ME UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO BEGINNING EXCAVATION OR CONSTRUCTION ON ME SUBJECT TRACT. DATE DAIS DAM -O' CobbFen( ley Taxes Regbtrallei No. 274 1UM Nathvmst Fnmvey. Sella 11 W Houdon, Toms 77WO 713.482.32421 fax 713.482.3202 wwW.cpbdondley.com MBW T:1E'M w xa, Torn DM. CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT NO. 1 GENERAL NOTES 14 2' NDrt3 - I. WMF13 FOR PAYEYpIT f] IA1 J M 9 BE 31C • F011 e' PAVCMEIIT T(OOIESS. BSE CAIWG BARS YNEN POISBIE OR DLL Am wSTAU NEM sms .s W=.c OR ICVfl y CLLAODm. 2 W/J19011 .ICMT `N.LLL BE RI® AT TIE C1O CP Gpl QIIm IS181p1 .VQ AT YAAYW BC $PACMC (SCE RANI} ] NL JIPIi SEAL YAMIVAL 9WL BE AIRIN.1 RIIBBDI W ALNMANLD r4TN ASTY OE9GIA11pN D].o3. w IF 86ORYED YETK ST ME N OWD. MEY 91NL BE STN M BALE MM /] BAR& & ALL ElPA9011 .BAIT MAMRAL IS TO BE PRQC1Wm. Oom[o WM AIT 1UIIAK 6 NOT KLOIRD. N BAR PAVEMENT 15- MAJ._ ] � I� Mwluw VALES HEADER BAR LAYOUT PA VEMEN_T HEADER .1. e (Lm.A,.rt.xn. rtml sw. '.¢oomru. M a.+ 2 e°1.44 q R - ----— v m..uv I.vl M w/tl � tm YO I� PROPOSED 3RD & H STREET PAVING ' (msae rt.x n. I s n. Ivm r An. n. P)wi q Rp. 3 � arAn M.nnsawa Pew i � e R r L R Pa,.. EXISTING 3RD & H STREET PAVING PRIVATE DAIS DATE CobbFendley Tex Rpbimlbn No. 274 13430 NaMwe/t FT y. Sldte 110D NLBSM. Taxes 77NO 713.462.32421 fax 713.462.3262 Vm,..00bbf,Wey.I= M9YIEEN MMM Is w�vnnY, MM. v yvnll yvyss CgF.n M.M 0. L L c s.0 ..� imaxe pA. was CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT PRQEDT NP. 1212-026—Ot DRANK BT: MiII D COMO OV. NRL PAVING DETAILS I I IL - I � I I p i __ aL1T E1JT . II. - eaoo zTflirl rSHEET6 !1t' SHEET 7 SHEET 8 ; SHEET9 SHEET 101"r PRIVATE UTILITY LINES SHOWN a 3RD STREET LEN1ERPpNT ENERGY GAS (urzx sdad un[s xor sNOEn) 041E Asano>Tn id T&T iE%A 6/SZr r wccsa5An A_ daMDCa9i a KNR Rlv. CENTERPOINT ENERGY ELECTRIC OATS _ 1�{ 1i AT_omm+s Trarz9 a�xomdaro oucrix�Ls irigF mzd rawseaxT, ::9 CobbFendley Texas Registrenon Na 274 13430 Northwest Freeway,Suite 1100 Houston,Texas 77040 713.4623242j fax 713.462.3282 www.cobbfendley.com ��'} Oa�ME1N PEYEW {A,I EngFN:NFATI q y� I v£z.a x.:idaAs enle O . N i I � C1TY OF LA PORTE •exd f b II I I!I' 3RD STREET PAVING AND 61+Goss+so DRAINAGE PROJECT !' .g — jIMEIS IP!!t11. i SHEET 14 SHEET 15 ------SHEET i6 3RQ--STREET w I w c I �r (n PRa1Ecr no: 1212-025-01 Z CHECKED 9N. HRL v c� SCALE: HORZ I ' VERT :N A 3RD STREET SHEET LAYOUTS SHEET 4 fK 21 r,h w wH �w w p � H. STREET - SHEET 1 SHEEi 19 SHEET 20 SHEET 21 J�j _ v z24am4+as PRIVATE UTILITY UNES SHOWN (YuI ENERGY CAS OAIE I I I RNM 1sx svRxvYxx tars NOT Way.N) S �acWo�fo Ioa AT&T lE%AS/5NHT DAIS RILY. 41 9UMKINI T CENTERPOINT ENERGY ELECTRIC DATE (A'TT OILY fOl OFlsAW UNDIPORWN0 NCRMLS urxcs onv�wsc nano. vNnAl me a irtwcw w.) �' CobbFendley Texas Registration No. 274 I,- 13430 Noiltlwest Freeway, Suite 1100 - Houston, Texas 77040 713.462.32421 fax 713.462.3262 ---_ www.cobbfenCley.com N16W fEVEw ,X.y w ne E oRRIb 0.1v R RO R p4 np a p CITY OF LA PORTI 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION PROECT NO 1212-026-01 DRAM BY: MFM OMMED BY: HRL SCALE: HORS! : 1'-20- VERY 1--20' H STREET SHEET LAYOUTS SHEET 5 oi, 21 t Q PROP. JUNCTION STNCNRE - (42) STA - 101+6413, 6.85• L RIM - 13.%. 'R v 3.92• T1. Tz)--- s-RCB FL - 3.9Z S, 12'%7p RCB PROP. 0 0, . 10'%5' RCB 0.0 2k R�7'C10€ C PROP. 43 - - IOXS' RCB O PROP. AINCTI(IN SWUCNRE - (411 STA - 102+08.65, 6.0 L RIM - 1z65' R - 'IV N, (2)-10'%5' RCB R - a93' S. 2)-10'X5' RCB [ yy ■ �_ @4 _ PROP. Ttt'E C1- (T STRUCTURE - STA-.102+90.9 RIM - 12.84' iL 7.6R E. 2' I f 4.a p PROP B 12-LF ' 4 RCP O 0.501c 9 -. . "AIN e" - '. PRa . l§.44 16X5' RCB O 0.02E . PROP/90.11 1YL -f0'%5' RCB 00.02E '. PROP. 22.14 LF 4 - 24' RCP 00.50E-- RO' Nca 1 _�- �Y.R y irvT'.%i.6n?G - PROP. TYPE C1-INLET, D STRUCTURE A - I STA - 102+98.26. 15.14' I -3 I RIM - 1z84' ZFL - 7.80' W, 24' RCP ti S 1013 $ 4 ,$ �"■� g - x1 3 - 1020 A 0 10' 20' 40' 15.07' L RCP PROP. JUNCTION STRUCTURE - (40) STA - 102+98.02. 7.00' L MM - 1264' 3.85' N, (2)-10'X5' RCR Fl.. 7.6W E. W RCP FL . 7.76- W. 24- RCP % O 3rd STREET CENTERLINE 104+00 ^' 10'XW RCB O 0.02E 3RD STREET. P?oP; 466.31 LP "• �• RNA r_a_ ff 6.N_ 6 I 1011 1009 6 R.O.W. DATE OAT: R.O.W. $ !° CobbFendley 1007 1005 I Texas Registratm No. 274 2 13430 N Weal Freeway, Suits 1100 Houston, Tema 7T40 $ 713.462.32421 fax 713.462.3262 oNE sm N'r6 www.cobbfenElay.com u........ ......... .......... ... ..... .........._.................._.....UtTuRE._.......1 ............. ....... ....__ _. ........:.......:...... Z4:...... :........:....... :.PROP...NTA-.STRUCTURE -. (42) .......:.......:. PRA'-:W 4-b .Ads RE -(tl ' )....... .. 51A L: 1d2ic6.a5,:d.d5' L" ' : ......:.......:.......:.......:.......:............... .......... . .................. . ............... ..:....:.... 23. Z3. 23. ...................... .................. STA . 101+80.1a B.as' L RIM - fS..55' .......:.... .12E5'.............................. . PROP. "JUN+9& 9YRUCIURE.- (a):...............:.......:............. . .... . .......:..... ..... 22 22:...... :........ :....... :.....m.a . a92• N: (2)-10'XO'. RCg .............:..: FL r. }.9}'.N..S(2}.10'%5'. RCB.:.......:........ R . 3.8! S. (2)-10'%5' ROB . STA ..12Z4'. D.'T.00' L..................................... .. .. ..... .............. .. ..... .. ..............: ZL 2L :....................... 28:......:........:...............:.......:.......: .. ...... FL J.92'. S. u'XY. RCa ...... ......:.......:.. ....... .................�........... ... PN.STA.- 102{]0.8p .. .. .... RW. R:.t2J17'...r ..:. ... a95' N. (2 10'%5' RCB Ri �7.69':E '24' RCP......... ... .......:...............:.......:....... :...... -.....:.......:................ ... ............. .. ... ........... ......:............. 24 18 :......:........:.......:.... ....... ... .........: ......:......... . OL EIEV ..' ................ ..... 1275'. ... ...... FL YY.'2Y RCP.. ......... ... ...... ........ ...... ....... : ...... ..... ..... ..... .: 1i 1$:......:........:.......:.......:.......:.......: 17 :...... :........ :....... :....... ......:.... :....... ........: .......:.......:.......:.... . ..... ....:..................... ....... ...........:. .... .......... t1 .. 3.95•:S .(2)-]0'%5'.Rce. ...... ........ .. ........ ..... .................... .. .:. ... :::.. I� .. ..... ... ..........:...... ............. ......: ............ ....... ......... ..... . �a:....._ >s:......:........:.......:.......:.......:.......:......:.......:.......:.......:.......:......:............... ........ ........ .... _.......... ..........................._..........._........_....._....._..:......:' ..:14....... ,.yf, .. 1, . V. _- - - - - 1: 14:......:........:.......:.......:............ .... ..._ ............. :....... - .... 1 ....-........- ...... ............. .... .... ............... 12 :......:.... .... :. ......: .... ... :.. :... ...:........ ....... :.......:....... :....... :.... .. ................... ... ........ .. ....... .............. � �PRGPOSEQ ...... .... ..... ... .....: )Z ..... .... ..... .... 11 ' . . ' . .... ..:... IL:......:........:.......:.......'.. >Q :......:........:............ ..:.. ....:.......:... :... ...:.......:.......:.... .. .: .......:.......:..•.. .:.......:.... .. .:...... .:.. .... ... ............. ... cET1iFRuNE ..:. ..... . @ .�-.r.-.1`..... �. ... _.. MUM 8.................................... . ..PROP: 37.2T lF :... ...:............... .... ....................:.... .0.... ....:.......................:.......:.......:...... .: ... ... ...... ........:....... ............ EL L Z.......:.......................... :....... :.. u'XY RCB O 0. ?x 2) - PRGP. ".53. ............(21 -PROP: 88.441F...:.... .-.. ... ...... ...... .: .: .:. ..... ..... .... ..... ..... ............. : ..... .....(2) -. PRW: '465.94 1F ....-........ ..... ....•..10X5' RCB 0.O..GM ............. 6. 6 :......:....EMS1tNG ...... FLOWLNE....: ............:... .10')W ROB-O 0.0 ......:......... i0'XS' KB 0 0.02F........ ..:..............:.......:...................... :... .. $. .... ....... ...:.......:............... :....... :............ ..: ....... ........ ... ............. ....... .....:.......: .............. .:.......:... 4 :................. 1 :......:...... .. :....... :.......:.. .... :... .... .... .... ..:. OR 2 .......:...... .. ......... ................. .... .... ....... ...... ......:.......:.......:.......:...............:.......:.......:.......:.......:.......:.......:.......:.. .. ...:....... ..... ...... L:...... B :........ :....... :....... :....................... :.......:....:..:....... :....... :....................... :....... :....... :....... :....... :....... :...... .... .. ..... ............ ..... _ D I 101+00 I 102+00 I 103+00 104+00 T 105+00 M6Y I■t■W R NENM R. LKE PZ VL 5. N 6}R.6 Cola �NOWNRER Rel CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 0sal 3RD STREET 100+50 TO STA. 105+50 SHEET 6 C 11 1018 § * 'e € y 3i ' ' 5 } y) "m =930 y 926§ i 920 }� �' �' y 914 1002 W 0 10' 20' 40' m _ ie I PROP. TYPE Ci—INUT, al la b b N 31RUCNRE — (71) �yE I STA - 107+64.03, 14.50' E E I & m I RIM - 13.46' I 3 L FL 6.40' E. 24' RCP -- - -- o - i� -e -------------- *.-----� o g 4r �I q MP OF BANK N I iMI Itl' Ci BI.IW. IPANK 7.50 m m PROP. TYPE Ct INLET. StRUCNRE — (70) 4 y y 1 TA — 107+64.37, 14.50' R K W RIM = 6.Q' FL 13. W, 24' RCP 1001 I I 931 u . 0 'g 7 q Iy Li i e P i @�We �7 RCB O 0.02JG — 11 PROP. XNCTON STRUCTURE — RA W STA — 107+64.03. 7.00' q MM-13.44' p `FL 4.04" N, 11'X6' RCB FL 6.29' E, TV RCP R &36' W, 24° RCP FL . 4.04' S. (2)-10'XS' RCR =1 923 919 913 N 3rd STREET CENTERLINE CENTEz TWO¢ ris wi GAS n) GAtE AKNK.. FW AT&T T:XAS/SW6T DATE YNMflGPWNO .., F.a 9 CMY. 4gflNRES VNN FPi BE YEM CENT RPOMT ENERGY EEECWC GATE ( .aso BBLYYMrt�a9F IMOFANB[ WCIINE.1 CobbFendley Texas Registration No. 274 13430 NalOwest Freeway, Suite 1100 Houslan, Texas T7D40 713.462.32421 fax 713.462.=2 www.me0fen01ey.mm mab.q e a � rwry n PqnM NE1M 0. E F. gv�tl Ne: 66 poles ...GER 2011 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET STA. 105+50 TO STA. 110+00 902 PROP. 7.52 24- R(NA 0 0.� ��l LR�9 PRO. 21. C 48 LY W 3RD STREET 832 N 822 824 PROP. TYPE Cl-INLET, STRUCTURE - (67) STA - 112+38.47. 14.50' L RIM - 1�01V 1, 21' RCP MAMNUNE STA 222+00 T AA, A 7 A.AN 0 10' 20' 40' 0 ;-4 T �Z�. AN A TW SANN CENTERPOINTENERGYCAS DAM "M seR UNES NOT SINNNN) AT&T ;TEXAgSjT DAM R.O.W. v. PROP. M— TYPE c MR, STRUCTURE (m) U�D NIL Xl tm�N�T ELECTRIC AM + TA Ll I JMi 21' TIN PROP.. NILET. 112a.+3 49. 6.98' L D ERW�oN TED� YAUD AT NVE W KMEW MT) r4 l STRUCTURE a• STA - 112+38.58. 14W US N, 11W ROD R M — 8BW E. 24" RCP RIM - 14.05' a — 8,96' W. 24' RCP 9.00' W. 24" RCP 41 R - VS S. ll'X6* RM 9111 1 809 807 ,PCobbFendley 7 831 811 Texas Regstralion No. 274 0 N Is s 10 1 ITT 13430INartlTeestFreaway, Suite 1100 IN Houstm. Texas T7040 • N IT m 713.4162.32421 fax 713.462.3262 wam.mbbfendIsy+wm HEATH R, L I.A. NOeEMBER 2DI 2 3rd '\$ARE CENTERLINE 25 21 ........ . ...... ... ....... ...... . ............. ....... It -W. t: ....... ....... ....... TYPE Im. SwdT(JAg (36J ....... 21 7a ...... ................ ... zz : : * + * * : + , , , : q STA AA tll+W.4W, 6:93' L klW 14�1': ....... - 4.13' N, ll'X6' RCB .... .... --- * * .... ....... ....... ..... ....... ........... 2z . ...... ....... 21 - - - Q... C" OF LA PORTE ZL ....... .... ....... ...... 2.11 . ..... ... ....... - - K 6 BSW E� 24' RCP': m - a.", w. +24, Rm .... . . : . . ....... 20 ...... ............. .............. 13............. . . ..... ... . .. : ...... ft,AAlXS.1ll'XWACB: ....... ................ - . ....... i;XI"jMp ........ lz ....... ....... ....... ........ : q f-CEN .............. .... ........ .. Ls...... ..... : . .... ... ... .............. t- .. ....... : : PR91ADSEQ ......... "64TERU IN . .... in .. ....... .... . . — - — - — -— 3RD STREET PAVING AND DRAINAGE PROJECT ... . ..... ..... ...... ........ .. . ....... . .... U ........ ! — — 12 ... :. 4 ......... ... ....... : , , 4 , * ... 4 , , . ....... ....... . " . . I I ........ ... ..... \( .... w ............. . ............... k 6 ....... ]A ....... 13. ISSUE DAM DESCRIPTION lz ........ ........... ....... ....... op, Edo, ......... ......... ................. m 19. ....... .......... 1;W ��I: W. ...... ........ ....... EL..... . ....... ....... ...... ....... .... ....... ..... . ...... ....... ....... ....... ....... ....... ...... ....... a Z 474.49 ...... z 1115' BOB 0 0.02x: ...... m IL 0. ............... 4. PROJECT N11. 1212-026-01 .1 z DRAWN BY: MFM � ECRED BY. HRL z ....... ....... ....... ....... ...... ....... ...... ............ L WALE.MRZ : 1'-20- �:1'=4' L ....... m ..... ....... ...... ....... ....... ....... ....... ...... ....... ...... .............. ....... ...... ....... ............ ... ............ ...... 3RD STREET STA. 110+00 TO STA. 114+50 111+00 112+00 113+00 114+00 SlEET 8 OF h k 2 1 I Q 4 4 8" 800 eQ p k3f } >e I • I a 47 s ,owQ xNwE I N m I II ITT � I . s _ � Ri 6BMa( � q WY IS'fl�ex yA-yn: PRCP.-7.501➢ II'X6RC6 O 0.025 ,... ,,,, — 24- RCP O O.SOS N .... M 3RD STREET tl latlP Il p05 � � 803 801 - 24' RCP.O M507 O YOIL. o PNIOY I I 3 720 I t PROP. TYPE CI —INLET, STRUCTURE — (65) STA - 117+06.29, 14.50' L RIM — 15.46' R = 10.4W E. 2V RCP tl B' PC BNn 3RD STREET \Cl—INLU. 1{p pF BAxN OP. TYPE C MH, STRUCTURE — (37) A — 117+08.31, 7.OIT L PROP. TM = 13 Q' STRUCTURE (64) = 452' N, 9'X6' RCB STA — 117+00.W. 14.50' R D' = 10.26' E. 29- RCP RIM - 15.46' R = 10 36' W. 24- RCP R — 4.22' S. II'X6' RM R = 1 737 a ao' w, za- RCP 721 i 4't 3rd STREET CENTERLINE —�lo— CENTERPGINT ENERGY CAS OAM (Vnf... LANES R. ..) 4m0'AD. AT&T TEXAS/SA6T OAIE =1 a �' CobbFen( ley Team RRgis0a6an No. 274 a g 13430 Northwest Freeway, Suite 1100 i e a Houston. Texas 77MO e' 713.462.32421 fax 713.452.3262 y k www.mbbfeMloy..m INTBN Etiw ��R = N—B w R G%, BEAN N LnE wl. NOLaeeLK -. MY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT ND: 3RD STREET STA. 114+50 TO STA. 119+00 z a $ p9 y y y 7 2 y IY L 712� p p 704 p y1• _ �702'x 7��@ � yyyy C� S Q 1I a iC' RP 16 RW I Y ��« 9'X6' RCB O 0.05X 3RD STREET TOP IF RANx X BANK B' Rfp TCP LF B J..No70T PROP. 21.57 IF « 24" RCP O ,a' RGP T IT �I pg 3rd STREET CENTERLINE 2 2 2 2 2 626 9 p 620 9 6 L PROP. TYPE C1—INLE7, 5TRUCTURE — (63) STA - 121+71.05. f450' L RIM 16.3]' 11.3V E, 24—RCP Bxeaf y NP OBxNN y 1599"RCP � I��aMN 3RD STREEI z gal 614 N 0 10' 20' 40' FI < PROP. TYPE C MH, STRUCTURE - (36) STA 121+71.03. 7.07' L PROP. 119E CI -INLET, RIM 15.34' STRUCTURE - (62) 5.06' 14 9'X6' RCS $TA = 121+]1.0& 1450' R PL = 11.19' E, 24" RCP RIM 16.37 R - 11.26' W, 24" RCP R 11.30' W, 2C RCP PL - 4.75' S. 9'XS' RCB 629 625 621 e p 4 @ p p ll.ATU s . 1. f� Ss w�ay. GATE 94MxNaES V40 IP p1E KM CENTERPOINT ENERGY ELECTRIC GATE BATT IMLE4 DNMWW enie.RVMA1 TWE IF PEMEW PL') •a CobbFendley r 0 Texas Registration No. 274 ♦ 'P 13430 Northwest Freeway, Suite 1100 ? a Houston, Texas 77M 713.462.32421 fax 713.462.3262 y- www.GobbfanElsy.com 2g:.......:....... ........:....... 23.:.......:.......:.......:.......:.......:.......:.......:....... :..... ..:............... :....... :....... :....... :....... :....... ........ . .... :..... .:. i-..:. L�: .. ` Q PROP. 'TYPE C'MH. STRVCIDRE «.(�)..: ......:.. .. .. ..... ..... ........ 7.L. ..... ......... .. .. ..... ..... ..... RIM_=St .?R�...:.......:.......... 24 zz 22 : _ .. _.:..... ..:....... :... ....:....... :....... :....... :....... :....... :....... :... .. ..:..! �. . .. .. ........ ..... :...... Sx1l .9 ... :. ... ZL ZL:...............:.......:...............:.......:.......:.......:..... Z4 :.......:....... :.......:.......: ..:.. ................: .E. ..:.. ... ... El . 11:19, N'� 2M .RCp.. .. ........... ..... ..... ... .. ... FL v t1.n 24".RCP. .... ........... .............. .. .. .. 2@ 13 :.......:.......:........ .......:.......:..... .. .....:..... ..........CASTN'0'.:....... :.. .....:... .. .. .... ..:...... .CENTERLNIE. .......... .. .. rn �w. ..:... . ... . R ='4J5'5.9 %6 RCB .((F111FR191 It .. — — — — — . — — : 1@ — -- — a. :..... 17 ]Z...................................................................... ............................... ..... .. ........... .................:....................... 1$ IA :.......:....... :....... :....... :....... :....... :....... :....... :....... :............................. ..... : ..................... :.......:....... :....... :....... ... Lg 14:............... :...... .:....... :....... :....... :....... :....... :....... :....... :....... :.......:...... .... :... ...:....... ..... ..... ..... :....... : 13 u:.......:.......:.......:.......:.......:.......:.......:....... :.......... — — :.......:. ....:....— ........ ...... ...._ ..:...... .... . ........ . u 12. :....... :....... :....... :....... :.......:....... :...... ..:...... ... ll tt IQ 14:............................... :....... :.......:.. .... .: .. .... ............_ $ :. ......:..PROP. 461J01F..................:.......:.......:.......:.......:.. .. .. .: .......:.. .....:.......: ... ......: .. .... ....... . Z :.........^. 9'. Ftm 9. 0.05A:...............:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...............:.... X6' $:.......:.......:.......:.......:.......:.......:.......:..... .... .............:.......:.......:.......:.......:.......:.......:..... ..... .....:.. .. ...:...... ..... ...... $:.......:.......:.......:........................................... ....:.......:.......:.......:............ g......................................................................... 4 .....:.......:.......................:.......:.......:.......:.. 2::....... :....... :....... :....... :....... :.......:....... :....... :.......:.......:....... :.......:....... :....... :.......:....... :....... ............ ...... ........... ' 2 ....... L........ :....... :....... :....... :....... :....... :.......:....... :.......... .....:....... :....... :....... :....... :....... :....... :....... :....... :....... :....... :....... ...... L 120+00 121+00 122+00 123+00 xTIB� 1�w N"gk a.TI+.LY-E EnBEMy<XEAN�LTLE Taal WowWRRR.T CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET STA. 119+00 TO STA. 123+50 0 = =! = s 8 R Ia i % IF 810 p k 606 p p Q 600 Q g� p e9• it p 518 514 y 512 1 0 10- 2�0' 40 $ m PROP. TYPE IT, 6I I� STRUCTURE — (61)(el) H STA 126+K.27, 14.49' L I m• PoM I7.30' g' mn E. 24^ RCP yb mm ¢�a�+ y �. • iW W BANK 0p' y: TM• W 9.WKCy? iW W OAKK LW W 8 W ]—SIDEWALK la` fl9W la'PW' IB` PW la' flW PRO'%6' P. .'O — BRCB O O.OSx N 24' RCP O 0.50 A F PROP. lF 3RD STREETa 0. ^• 2a' acP o.sox 3RD STREET PRIVATE UTILITY LINES SHOWN i iW OF BM'K \ Is' PW iW W OANI( OAIE •.. YR. WICa Na 9KIM11 W fW W BM'K [[GY TmoF..' }/Gas (Y iW W BNIX Ore. a (A ItTW W BIHI W ff yy rscflCr£0 Fist AT&T IE%AT GATE uNmimaxw r Faan°o�xu anr. FOR R6 f 6 I' h,§'Ng5,� A 1 CENTEHPGINT ENERGY E CMC DAIS Fa lNIfFAWaM axsucs MH, PROP. TYPE C STR11CMRE — (35) STA — 126+K.39. 7.00' L 1. WLr alO!SaG aA[sY onemwse norto. vwP AT M W r4:wnF earl I M M I PROP. TYPE Cl-INLET. RIM - 17.2i — 6.29' M. 9'%5' RC6 of o STRUCTURE — (60) I b : b r STA - 125+45.11, 14.50' R R — IZ19' E. 24' RCP m - I m b RIM a 17.]0' R — IZ26' W. 2P RCP : CobbFendley 617 611 601 5 I 529 R - 1230' W. 24' RCP R - 5.29' S.9'%6' RIM Texas Ra stration No. 274 9i F w e g n e m 603 j Y; a Q j y : y 525 5214 E w I 13430 NoMwest Freeway, Suite 1100 I HoOslon. Texas 7TO40 „off 713.46422.321 fax 713.462.3262 } I, } } } } www.coCOfen6ley.G 1 k k k k k 4 4 �o k k k k Q k k k kt�l 3rd STREET CENTERLINE IS 2i:...:.......:.......:.......:.......:.......:.......:...............:.......:.......:.... ...:.......:.......:.......:. OP. T1PE C. MX, STRUCTURE 3S PR ..- .....:...... ......:....... m :. .. ... 2A `.'28+ 39. Z00'.L. 2 ZS i...:.......:.......:.......:.......:.......:.......:.......:.......:... .. ..:.......: PN.STA-- T26NOO.OD......... ......:.SWAP ..-..... ... ..... ..... ..... ..... 22:... :...............:.......:.......:.... ........... :.......:.......:....... :....... :.. CL E1EV: e. 11.33'. ...............: — 6.2tY.N..9'%5'RP9......:.......:............... :....... ....... . 2A 21 ' .............. R �129 24RCP .......... ............ ..... ZL 2$ ....:............ ..:.......:.......:............... .. .:..................... .. .............................. .. ................ ..... ..... R — 122d M. 24' RCP CENiFNE ... R .. S29''9.'9'%e' RC6....... .................. .. _ _ _ .......... .. ... _ _ Ia TZ ; ... C.20A..... .......................... - _ . .... .lz T1....................:................................................................................:...............: .....:.............. ..... .............. ....... O ..... u lz lz .......................................................................................................... it .. .....12 ............................. n .:...............:........................ ...................... $ :...:...... 473.36 ......:.......: .. .....:.......:...... ......:...... ..... IL......:.......:.......:.......:.......:.......: .: WOP. W0OmF .................................................................................. .... . $ . ............:.......... ...... . ....:...... .......... i:...:...............:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...:...:.......:.......: .. .... .:.......:.......:...... ..... ..... ..... L 124+00 125+00 126+00 127+00 NI9iM PENEW uaa"a N p e`. I =F RP.E. W N&: R IF 6 .E. 9�W Nn: O]9K Cole NpKYR[R CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET STA. 123+50 TO STA. 128+00 SHEET 11 OF 21 + 608 �¢ 502 R l ` l � 414 " y 412 d l 610 V w 0u� 10' q �20' J40' zl 13' PROP. TYPE Cl-INLET, s.JC7 EI O STRUCTURE - (59) STA m 131+32.27, 14.50- L N RIM = 18.26' m. S H. = 13.20' E, 24' RCP J� 1-y-`A�12S ------ - -- -- -- y -- -1 `<�% J, Y VJ ToP Of DANK—Eyl • TW W BANK ipP W 9q iW 6 8AKK fs+R EWALK cP fs'RW fa P PROP. 487.81 IF ®O.SOR A 9'X5' RCB ® 0.05x - .`C 3RD STREET 2 a . a 0. Ds9x LF 3RD S41 -- -�W W'enRl� _ 9 PRIVATE UTILITY LINES SNOWN Ia I( f] flW ':RW� IP' PU 1] PEP - ib'Ti I�'1 . CENTERP.. ENERGY CAS DATE iW OP BPHK $ TOP 6 BPXN.. • N Val Y. Y PCP f]' PCG. N (EXIEY SERNCE LLYES NOi 9fOW1) L N W R, ANN TW • RANK APPIOKO Im AW TEXAWaT DAIS IINpFPGgPMO WNOUIi IAONTK9 MY R O SCXATIPES V/AlP fPi ORE KAP A •"dwo¢¢En O Y rroao EaNCE "" CENIERP. ENERGY ELECTRIC DATE -1 I PROP. TYPE Cl-INLET, POP. TYPE C MH. STRUCTURE - (34) I (KK� OTTEIRAW N w°]MID srw AT TAC OF R °'EW DNi yl • U STRUCTURE - 58 STA = 131+3Z17, 6.94' L RD ( ) I$ -1 RMA= 11&26J220. 14.50' R RIM - la2.5S ry 7.53' N, 9'X4' RCB 2 I Ll. = 1}09' E. 24' RCP CobbFendley Fti = 15.20' W, 24' RCP _I R=13.18'W, 24'RCP a F 509 507 501 : _ I 431 FL - 6.53' S, 9'X5' RCB Texas Re 9 d straOon No. 274 I'^ 511 8 8 gap 505 a1 d �ry q 4°'O� qx Y'3 -1 13430 Northwest Freeway, Suits 1700 5 y yi N Houston. Terri 77WO �I 713.462.3242 1 fax 713.462.3282 :. : : y g g X .y .y i h3 www.cohbfBlMley.corD �� - 9 CF C4 99 Xo sArBale REAEWpW.l a I—P, " ':> E qh— HEAM R. LYLE PF, Svia Nn: 102945 / ROfR 3rd STREET CENTERLINE e I� 2@:....... :....... :....... :....... :....... :....... :.......:.......:.......:.......:...... ................ :... ...... ...... ......... . 2.1 2$..:...............................................:....... :..... ..:...... .: ....... ....... ..... .. ... .:. f.1111-11 .. ...:...... n ATE zZ:..._..:._.._:.......:.......:.......:...._.:.......:._....:._....:....._.:.......:...._.:.......: ����..-..:xA.....:._....:�\.�...:.......:........IT'YOFLAPOR.......:.......:.......:.. ... .. :.......:... ... ............ .. ..:....... :.............. .. ....TA 131k3217 5'm LNRES!: :�(,�{2a :.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:......:............y .� ...0 ....RM M24'... :. .9.....: ...... .. ...... .. ..... ... , Tnd.. - .. _: 7.53'. N..9'Xk' ACe......... ..... 242k....................................................................... .:.PA STA 21:.......:.......:.......:.......:.......:.......:.......:.......:.......:... C $ATE O......:...... _ . ..... lZ.. .130+26.5.FL m IJ.09' 24' RCP .... .NE ... = 9.. it " 13.i8' Zk� RCP ........:.......:.......:.......: _.....:.......:.......:.......:.......:.. ... .... - .. .. .......... f 6.6}' s.-9'XS' ace...:.......:...... : ..... 3RD STREET PAVING AND u:.......:.......:.......:.......:.......:.......:.......:.......:....... O ECT ...PROPOSED... ZLuE:TuDRAINAGE PR J22........:...............:.......:....................:....... ........: .. ....:..... ..........._ ._.::............... ... ISSUE DATE DESCRIPTION II ................................................ a.. ................ ................................................:.............. :...: 1Z L$:...............:.......:...............:.........:........... .:.......: .. : ..... ..... ......15 11 .............. .. ...... ..... ......IA:.......:.......:.......:.......:.......:.................................................................................. : ..... 11........:.......:.......'.......:.......:.......:.......:.......:.......:.......: ........... ... .:.. .. ... :...... : .... ..:' .. ..... ... .......... .............. Q 14 1l 2lz ll . .... ... ........ ...... ....... ....... ....... ....... ....................... ..... ..... a............ 11 ... .. .............................. ............... ... ........ ... . m:.................... ....... ...................... ...................................................... .....:.... ... ..... . .............. ........... ... . . ...... . . 9 :.......:.......:.. ... ..:..... PROP..167.81.LF.......:.......................................................: .. .............:.......:... .:.......:.......: ..... ..:...... ...... PROJECT NO: 1212-026-01 9'XS' RCB O 0.05x 8. :..... ..:............. ..... .........................:.......:...............................:.............................. .. DRANK BY: MFM Z:.......................:.......:.......:.......:.......:.......:.......:.......:...............................................:... ... � CHECKED BY: HRL .:.......:.......:.......:.......:.......:...: fl SCALE: HORZ : 1'-20' WRT :1'-4. 129+00 130+00 131+00 132+00 3RD STREET STA. 128+00 TO STA. 132+50 SHEET 12 Of 21 N ? 8 0 10' 20' 40 b a 402 322 P�. � Cl-INLET, 318 ut 408 STRUCTURE - (37) STA - 1�79-21. IC50' L RIM - 19.15' 14.10' E, 24* REP L211 PROP. TYPE C W. STRUCTURE (M) STA : 135+79.23. 7.00' L RIM 19.12' IS 9'.4' RCP p : 1-315: F, 24-. REP 0 AW W�24�1 REP lem Am Tm— S. 9X FL �75 io C:o W LK 5' BANK A r 7.50J- 9'(4' RW 0 0.059 ;o 2e RCP 0 0.50X REET 3RD STREET PROF. 21.50 24* RCP 0 0.50% O'Ne TU-T 1w Oi OfF o, BANK W xm 12- F B R.O. . PR�. TYPE Cl-IN STRMTJRE - (56) � STA - 135+79.17. 14., 50' R It RIM - 19.15' !2 M R - 14.10' W. 24' REP 405 401 331 321 413 411 407 s 3rd STREET CENTERLINE zfl....... ...... ....... ............... 21 21 ... ....... ....... ....... ....... ....... ...... ....... ...... ....... - ..... 21 zz ....... 22 74 ....... ... ... PR�. TWE C WIN. STRUCTURE (3S) 2A 21 ..... ....... STA.- 14'4f79�A. 7-9q:� ...... ....... ....... ........ 21 .......... Rim - 19.1r. . M STA - f35+30.63 . ..... � � a05' N 9'X4' RM ............ 2A EXISUNG .. ....... ....... XL ELEV.-i . Wo. ....... ...... ++ A.- 1�qw:4,24- RU : ....... 2-1 CEA "-1 : : K.- 14+OW Y!, 2e REP p 2z zz ....... GSED ... .... ... . .. .. . FL -; 7.75' S. 9'X4! Rcb: ' '' , , ......... ....... at ............... ...... . /-.CENWUK ....... ....... ...... ................ ........................ ..... : ....... ZL UL...... 7 ...... . -. ...... . ................ ................... ........ ...... ....... 29. 0.20X . . . ............. ....... ...... it ............... ............... ....... .......... ....... P:!l iff lz lz it .. ........ ....... ....... ....... ...... ... ..... ... .... .. ....... ....... ................. a 12 .... .... I .................................. ............ ................... .......................... ...................... +! P-p i. - - ----------------- ..... ... lz ....... ...... IL IQ ...... PROF "705 ....... ...... ....... q ...... ...... %. Rce 0. 9-M ....... ....... ....... ....... ....................... ....... ..... ....... ....... ................. ......... ................ IL 133 +00 134 +00 135 +00 136 +00 C'. UNTERPGI�T. A Y,Y uEws NOT NERGGANS l DATET s� AT&T TEXA T DAM M14MRFUNT -ENERGY ELECTRIC FAX .11., -110 ^T Rllle wars W-P Coftencfley Texas RegistalJori No. 274 IM30 Northwest Fmeway, Suits 1100 HousWn, Texas T7040 711462.32421 fax 713.462,3262 a..wbVendley.wm CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT I !!2LCL M 1212-026-01 M . DRAWN U� . MFTI I CIMCXED BY. HK 3RD STREET 132+50 TO STA. 137+00 s p C C [ C 312 z S Z 1---I ----- Ro.15C. isr iffiWimmmom immmom 38 315 Wo 313 " 300 311 303 6 E 301 3 y3 k7 4 PROP. 24" RCP 1 a a PR 21.52 !F_ - 24' RC O O.SOR Ira I W I a TO ; 3rd STREET CENTERLINE I ,l 1 plJ� A >— 220 PROP. TTPE CI -INLET. I STRUCTURE - (55) STA - 140+47.". 14.49' L RIM 8 (`ll/((hJ iL = 15.20.W0''E. 24' RCP L --- __ 6 my a BaNM + 1CP W BmR y s: J TYPE C MH, STRUCTURE - (32) 477. RIM 20.04' \ FL = 8.58' N, 48' RCP pgl FL v 14.89' F 24' RCP + Rw FL = 14.96' W. 24' RCP iL 8.28' S, 9'%4' RM . TYPE CI -INLET, ti UCTURE - (54) 219 $ TA - 140+47.26, 14.51' R tl $ - IM = 20.07' w 15.00' W, 24' RCP CENTERFONT ENERGY GAS DAM IENrz, . u 9 1 �vvnawn ran AT&T TrtAS. gT DATE N�4 ry T dEE.W SIo•,. CENTERPOINT ENERGY ELECTRIC DATE INVRowD ow, ran `R s c ..R.wao ..n " MESS aRQ1W5E IgRP wWa Eff.£ e.1) alp CobbFendley Tess R.,,sIrabm No. 274 13430 NoOhWest Freeway, SOW 1100 Houston, Texas 77040 713.462,32421 fax 713.462.3262 www.cuDOfencQey.cam MHY BEMEW d0an1� pwm• < E Svp � Oel� CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET 137+00 TO STA. 141+50 SHEET 14 OF 21 la a 218 IAs Iz 'a 111 'a ¢ 216 �p 206 i� OE BPNK q S T � K �9• RP .OP GE lF� 142+00 _ _—I *m aF w 215 e =4 w w --_©- - iLP 6 BRNK + -� PROP. 5 LF —46'Rci CP 0 0.10.1: .W. _ _ - #E YXE 204 3 ¢ d 8 200 6 6 9 PRE. TYPE C MH, Si +33.8Z . 0' L STA = 145+3 RIM ].OD' L RIM s 21A1' R= 16.17' 2e RCP R = 16.qE24� ' RCP R= 16.23'w, 24"RCP — R = 9.07' S 48" RCP L� OE 6.WK 7 3RD STREET k g " 120 118 al • De W 0 10' 20' 40' 'm AD K PROP. TYPE A —INLET, D STRUCTURE — (53) STA 33.95, 20.57. L v RIM 1.27 m y 0 R 18.�' E 24• IFLP mEL—�— -- PROP. TYPE A—Y. STRUCTURE — = 145+33+08, 19.! RIM 5 _ = 16.30' w, 2e DID WE a—' fiuIIDWG I b •N STOLE m H 201 w 725 3rd STREET CENTERLINE -- -I PROP. 13.57 1— 24' RCP ®O.SOR _PROP. 20.97 LF - 24' RCP Y 0.50% 1 I $I +I P OPO5ED FIRE = STATION N "BAY OTHERS NIC" � b DD. RP.1 A. A. Ma w) GATE Amv. 1. AT&T TExAs sY.9r DATE UNDID WHO CW W T FLOUT ONLT. YR s VALID Too ME WAR CENTERPOINT ENERGY ELECTRIC DAM (AllZMAE ➢ LLY MP LEOM NCO GATOTRIR.E Ci A NEW Miv) -#-' CobbFendley Texas Registration NO. 274 1 M30 NOrinwesl Freeway, Suite 1100 Houston. Texas 77WO 713.462.32421 fax 713.462.3262 AWe.cobbfanEley.com n NIEfA.I n Mma. AA II HEA 0. E I.E..1. riJ Mo: m9.8 G. R xmx CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DESCRIPTION 3RD STREET STA. 141+50 TO STA. 146+00 SHEET 15 of 21 } A 118 43 lu PROP. TYPE A —INLET, STRUCTURE — (51) li STA - 147+00.76* 20.82' L RIM - 21.13, PROP. 13.85 LF FL — 16.00E, 24' RCP 1 = 24' RCP O PROP. lF P 0 0. O.SO% PROP. 166.13 lF IMP — JO' RCP O 01 " __ _ � MING PROP. E —INLET, ,O.W. STRUCTURE — (SO) PROP TYPE C MH, S1RUC' STA - 146+99.38, 15.J8' R STp 146+99.94, I RIM - 21.07' RIM 20.67' ++ I FL - 16.00' W, 2{' RCP R — 15.89' E, 24' RCP PROPOSED FIRE It = 15.93' W. 24' RCP F STATION I R — 10.85' S. 30' RCP "BY OTHERS NIC" 113 109 � I } liliplillill 1`Lr 148+00 149+00 ,FT 30�1 3rd STREET CENTERLINE ONE STCPY BRICK &IILOING 1-30© BID 2@ TWE:C MR. SYRIICttIRE._.(3N. .... .. :. .. ....................:..... .. :....... :....... : 21 �....................... ................STA .PROP: �= 146+89.90.'].W'.L.................................... ......... .. ........: ....... 2fl 2Z �......:.......:.......: .......:.......:RN �. 20.82.......:... ....: ........................................ ........: .......: 2Z N .........................Fl. _ = 15.69E• 24 RCP. ..... ..:............ ...................... .... .. ........ E ................ E FL'. 15.D3';N.'24"RCP:.......: 25. .....................................Fi.=49.68•.S..JOIROp........................................................ ........ .: 7A N Z3.n� u >> �.... .. :.......:. ......:.......: .......:.......:.......:.. PC 7U.NNE ............. .......... .. ...... .... .......:.... ...:....... :.......ECENTERLINE ..... .... ...: .. M. STA =.147+00.00....... a sEv ., mo1'.:....... .................... .......................... ....:. . ....... ........ : 2f ...... . ..... ..: 23. 22. ZL a x. i-. za............. ..... ..... .... .... ..... ..... ..... ............... ..... ...... .... ..... za la:.......:.......:.......:.......:...... ......:.......:.......:.......:.......:....................... :....... :....... : 12. 141 :.......:.......:.......:.......:...... ......:.......:.......:.......:.......:.......:.......:.......:.......:........ m lz :.......:.......:.. .....:.............. O...... :....... :....... :....... :....... :....... :............ . ..:............. lz t8:.......:.......:.......:.......:...... ......... :.......:.......:....... :....... :....... :.......:....... :....... : m Li:.......:.......:.......:.......:...... ...... :..................... ..:....... :....... :....... :...... .:.......:.......: zl U.:....... :....... :....... :....... ...... ...... :..:.... :..... ..:.... ... ....... :....... :...... .: ....... :....... : ....... 14 1a....................................... ...... :....... :....... :....................... :.......:...... .:....... :....... : u l2 :.PROP.)46.1ZljlF.... :.......:.......:...... ......:.......:.......:.......:.......:.......:... .. ..: ...............:.......: lz . >D' RCP O 0.17% IL .................... ........... ...... .. ........... ... .... ............... . ........................... . ........ ...... ... @:.......:.......:.......:.......:.......:.......:.......:....... :....... :....... :....... :....... :....... :.......:.......: @ Z :....... :....... :.......:.. fl:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:. S ......:.......:.......: @ 5 t 147+00 r 148+00 Ey5 99 # )7 gl YaYH`dH Nb I • ®t I 0 10 20' 40' s�mml v Mu.av n. n.n WE SKIRT ,,m METAL RCII ME DACE DATE M,P CobbFendley Texas Ragistraton No. 274 13430 Northwest Freeway, Sulte 1100 Houston, Texas 77NO 713.462.32421 lax 713.462.3262 www.mWeMley.mm Mq v FngwM KA1 R. MEa VL Svtl Xc NOgfll4 GIBR 2 OTe OIf CITY OF LA POR"11:I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET 146+00 TO STA. 146+00 %MEET 16 a 21 I L- ---- yq G Vtly NEW 3 201+00 PROP. JUNCTION STRUCTURE STA . 201+37J0, 27.82' L TRIM . 10.28' FL . I.98' E. YX5' RCR R . 1.88' SW, YX5' RCB _ 202+00 -H � � I ag 1� 1� 0 10• 20• 40• fIf I IW Q BANK PROP. 4 2.54 s' RC9 e n ns ' T icP Or BMvc 293+00—T 204+00 TOP cF eau —� 2V RCP R. W. to I I hh. 1 I x �• I 8F 11 H STREET CENTERLINE ..... ........... ..... ..... ............. ..... .... .......**':'.... w.. . . . . .............zQ >4:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.�-.... . ........: >fl IQ ........:. PROP. JUNCTION STRUCTURE — (44) e 1 ... .'. . 17:.......:.......:.......:.......:.. .............................................. .....:....... :...... :B7A'1 . 2Y82 L......:.......:.......:...............:.......:....... :. ......:. M..1029'.........................................................................................� .. ....:.......:.i ....... .... ..... ILE O—� N....- ...: 1]11iZ :...:......�..`.... ::-............. ' TL m 1.98'.F.�X5'RCB: flS ....... ......:.:....................::....................—...—.... ..'T.. . ....: ..... ..............: 1.68W. Y%5Rce NERE ...: ... . .. .......� n.i.f. 1)11ff541. ._ '._.�. c.--.— — _ ..... .—. . y.._.. ... _. _ �... ..::................. —.�:.. �...... ..+. .._... .....`-... ...... ..... ...... ..... ......:.. : 13. 12 :......� 11 :.......:. : ... ...:.......:......:.......:...............:.......:.......:.......:.......:...... .....:.......:. .....:.......:.......:.......:....... ....... ..... ..... ..... ..... ........:.. .. ...:... .. ..:.. .. .. .. ... ..... ..... ..... ..... ..... ..... ..... ... .. ..... ..... ..... ..... ....... ..... : 12 : IL ]P :.......: ....:.......:.... ....... .. ..: ..............:...............:.......:.......:....... :.... .. .:.. ..... ...... .. ... ..... ............ 4. ..... ....: iQ 4............1 :.......... .................7. ...... .... .. .. ....... .. ... .....:.......:.......:.......:.......:.......:.......:.......:.......:...........: 9 fl:.......:.......:.......:.......:.......:............ ..: ......:.......:.......: ... ....:.......:.......:...... IL z :.......:.... .. z fi :.......:...... :....... .......:.......:. .. ....:.... ..: ......:.. ....................................... .....:.......:............. . ..... : fl : .......:....... 4 :.. .... .......:... ... BIL .. .. ..:.... PROP 8238 1E ..: : ......:.......:.....:.:_......:.......:.......:.......:.......:.......:.......:.... .. OP. '.ems. �...:...... .:.......:...: v.Y %5'RCS O.OSE.::.......: fl .... .: .......:.... .......:.. 1 . . .. ..:...... ..... ..... ..... ..... .O ....... Q:. ......:........ ... .. ............... ........... .. ..: ......:....... :....... :........... .... :.......:.......:....... :................... ....:. ..... .. : ..... ...... S 2 :.......:.......:... 1. ... ............... 2 1 :.......:.... .. .:....... ..: ............................................ ....... .............. ..... Q:.......:.......:.......:.......:.......:.......: ..................... ..:.......:....... ..............:.................. ............. ........ .... :.......:. ......:.......:...: Q S.:.......:.......:.......:.......:.......:.......................:.......:...............:.......................:.......:.......:.......:.......:.......................:.......:. 1 201+00 202+00 203+00 204+00 1 DATE WiG eexjN0 CMpaMT fIOunFe Y Opp s.ATuas v. Ron . YE. CENTERPOINT ENERGY E£CTRIC DATE NTo. acY roRw.m xo.'is "OmER.s .GD. o.1w oxlyl •6 CobbFendley .. Texas Registration No. 274 13430 NoMwest Freeway, Suite 1100 Houston, Texas 77040 713 482.32421 fax 713.482.3282 wwe.cowanOley=rn Ear6.4lEYEw euc.;y d r�mi P.R>F e.am... NEAZR R. c PE. Nv R 1 oe�. oiz CITY OF 3RD STREET PAVING AND DRAINAGE PROJECT H STREET 200+00 TO STA. 204+50 SNEET -I OF 205+00 rw o' eMX I US 04 J Z b 205+00 � I � PROP. JUNCTION SIRVCTU1Rx� F" STA — 208+20.23. 36.W L RIN — 11.51, FLU 3.= Xa' RCP iL 2.22' w, TX5' RM m 0 10' 2�0' 40' 0 I j zoe+ao z0� b 11 ALK 1 ' lei RC? b TeP Ms. �m.,� !i TOP OE ebxx Im IM1➢(E ROW I 1 1 I I LENTERPOINT ENERGY GAS GATE "R.... ✓ As m SgM) ry Wo FM AT&T TEXAS/SNHT OAi w NWQMMI CO.PYL .1G11K3 OAY. /itN !d fNE 1!Y CENTERPOINT ENERGY ELECTRIC ORTE YNL� S OetxW WYPi (}1095f1L IMTf . OF YYsR ` .: CobbFendley Texas ReglsVation No. 274 1M30 Northwest Freeway, Suite 1100 Houston. Texas 77040 713.462.32421 fax 713.&6 3262 www.cobbfene[ey.com x M�EItu�3e.1 vNU: 1 2 e E. 9�IW xn: 4e IKGVEsSER40 ] CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT � I I yygg o PROP. TYPE C MH, S5.26' L4} (TS) ` • STA . 205+5218. 23.28' L '"� _ 0 10 20 4 L m 1285' _ I� wrc non R m 4 S4 E 38 RCP I I r� J I ae, BEDDAG { SG' W dR' RK �T\� l/ 1 G E 2 R B r n $ J O 0 $ a PROP. T PE C MR. SIRM (]4)I STA � 212+83.61, 28.81' L ACT b F I I PoM 123]' t: h 3.04' W. 38' RCP O W 4 210+00 0 11+00 212+00 G' ROD b TOP of a. OIiRD aM" P f BY N P. LU 41 N (ENDS RSW01.a[s Noi...) OAIE vr.occwwrw wiwii%A�YOT DATE ou s RAr. vCATUKS YAuo F. DRE YEAR CENMRP01NT ENERGY ELECTRIC DATE (4VRPY➢ RAY os, NOTED. AT 11�MLD M�s K. �N�O Now ° CobbFendley Texas Registration No. 274 13430 NOMWest Freeway, Suite 1100 Houston, Texas 77040 713.482.32421 fax 713.482.3282 W W W.wbVeRdley.com elea.B d cm r iy,.r NR. inr N- TI RE, s.im ro� me.s aw. x �cN R zc�z CITY OF 3RD STREET PAVING AND DRAINAGE PROJECT HRL H STREET 209+00 TO STA. 213+50 I� m — r 214+00 •Y�m-i'w 1CP � BNM f I I R ' YESIM !15 'n b Mow yy I$ i"� w� F — ieP OP hue[ — m bl 1 I w �' b UI w m F • m N I I 0 10' 20' 40' � s trs EP e I6' Pm SIDEWALK � 2 pp �0 swue.� (5 217+00 218� wtla r�� o Ems' 1 •-_ —___ y � F Zee gp kw - �I PRIVATE UTILITY LINES SHOWN CENTEAPONT ENERGY GAS DATE (fl.2X 57iN4£ ...T AN.) .wxNHL Eert AT&T TEXAs T DATE IME Rxsu,o CP4MT Acuns arAI "Avcs'Aue . RNE YEAR CENTERPOINT ENERGY ELECTRIC OATS (AWROKD .. -253 ou odOlpM oJCoAxs I Ess OMM*iE NCue. Ui A iT. Of MMEN.'I CobbFendle Texas Registration No. 274 13430 Nonnwest Freeway, Suds 11M Houston. Texas 77040 713.462.32421 fax 713.462.3262 www.cobbfaneley.com x w«� CiOi.q a pv...N [ngFr: REAM R LH£ £ sv�tl xe.: �O)9X9 HOKYBE }O } CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT H STREET STA. 213+50 TO STA. 218+00 SHEET 20 OF 18 8 I e PROP. TYPE CI-NIm I I i 11 I STRUC7UR0-466) I I I I STA . 112+nM t I PoY - ys.os' b m . 9B9-rr, t+ I PRpp1. TYPE ci-,NLET. °p I N I O I ' 0 10• $0 L�I�iO qp' STA - 1'Ii2A+U30.{7,E1{.90' L R01 - u.w' •oai RO.MIL - 9.W E. 2{' RCP I • � I J _ 5' L •SIW IrtI�1n1 28 / \ l / SIDEWALK wive u m ly qo w"-A W O 219+00 220+00 O _ _ 221+00 q 222+00 iR 9 - , 223+00 w '�' o .�• H. STREET ASPHALT H. STREET xR 115 TRANS. EIJDEWAW . Heim +xrra „D mx r Illl��lll .. � •. - I � W - _--_-�I R _ - R&M 6 •..n 2{'R00>< W 1 i PROP. 21 b v 1I b 24- Rw ob.sox m a I1I I I I .rn-Y A. a d A�Y.Y A• s + I 1[i✓VAi ig p11[ CEx OZ IERPOWi frfRGY pn5 mew¢ u E m GAS fd AT&T RXAS T DATE b «rt.. ::1' CobbFendley Term Ra91S9e9an No. 274 13030 Nonhw Frw y. Su9e i/00 Mauston. Texax 77NO 713.982.32421 fax 713.ee2.3282 rrviA coDWergey.mT, vci.0 n.: aw. a�yy�bCLI➢ILx CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT HRL H STREET 218+00 TO STA. 222+00 21 m 21 CITY OF LA PORTE TEXAS CONSTRUCTION PLANS FOR: 3RD STREET PAVING AND DRAINAGE IMPROVEMENTS 30% SUBMITTAL NOVEMBER 2012 PROJECT AREA F IH s KEY MAP: 580 P.O.T.&U N.T.S. 1 6vN Sheet List Table Sheet Number Sheet Title 1 OO1E11 ODOM MOT© AND WTALS ] 00cm Mo1E9 3 PAq 0ET7 a uy 3M SIIEET SHEET 1AVWTS 6 M SHEET 9Qf IATT11115 PLAN MO PRWU e STA 100+80 TO ti rA 1O w 7 STA 105+50 TO STA. 110+00 S Sm 110+00 TO Sm 114+00 S STA.114+00 TO STA 2+00 10 STA ll8 TO RA 123+80 11 STA 123+00 TO STA 128 12 STA 125+00 TO STA 132+50 13 STA 132+50 TO STA 137+00 14 STA 13T+00 TO STA. 141+50 15 9TA 141+E0 TO STA 146+00 16 STA 146+00 To STA 148+00 17 STA 200+ TO STA 204+00 1e STA. 204+00 To STA. 200+00 18 ISTA. 208+00 TO STA 213+30 20 Ism 213+30 TO STA. 218+00 Zt Ism 218+00 TO STA 222400 6 AL 1 Afy Wn 1� 1 A `•r�°uErl4so 103� CobbFendley Texas Reqls"Wt No. 274 13430 Nontmftt Freeway, Suit 1100 Pb 3ton, Texas 77040 13.462.32421 tx 713.462.32621 w .ceaWerdey.oe rnTswt rae�w ,1 M1aaw 1d eNCMq d Odmx�dxper�� Lpww: MExM R. L1LC P.L HiI xw: ID7q�4 qlc NOhueEx ]O1l PROJECT NO: 12l2-026-01 COVER SHEET s EET 1 of 21 7 cAIIr1oN: uNoeaoRouNo nAa rwcnmca GENERAL CONSTRUCTION NOTES: LoadOm of CemeTPOm Energy main lines (m hlehMda CeiNdm Energy, I butitb PIPNim, LLC, vAl app0eada) em a1TTIWn Yi m opproA i bmibn I. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING rny. service ire am wm6y not dto. n. Coin, sipneeve On ti plam eely CONSTRUCTION. Indleafn drl our mdRWs am spawn In appoXMmm Laudon. it daea nol &npty Olin a c"00ct anWols Naa Neon Fnada. TM omy"Mr Nr6 rxXMxl Ir 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SECURITY TO PROTECT HIS OWN Ut®y Coor6vdn9 ComMme el (713) 223-4557 w 1.800460.NN a msFhnan A PROPERTY. EQUIPMENT AND WORK IN PROGRESS. 48 Nnn pdcr b taebwibn It, Urn main and mlAce Fn f4ld bwmC. 'yl a CONTRACTOR SHALL BE RESPONSIBLE FOR GLEANING OF STREETS CAUSED BY 1) �l��A, �� Wlrnto 44� PaN1lB �Y PO1e� ^�rM16lbn mmqu bWO. (71�3ib (T:00 / /) ASSOCIATED CONSTRUCTION AT CLOSE d• EACH NOftN DAY. VAVanammhp wr4n WpNban FCNn(ir)ofdl- -mld lacMpn d Cemwlbn 1 y�� .�J �CL✓{�/ 1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL CITY STREETS FACILITIES BMW, yrL1W. a am,allon muY Ir smmpblrC iuyp nat+noclrt�traa IT V"K I STRUCTURES AND UTIUTIES AND SHALL REPAIR OR REPLACE SUCH DAMAGE TO THE fteTil"Alon pv�1e C1Y5 SATISFACTION AT NO ADDITIONAL COST M ME CITY. Ynyn OenWPaYY Enarpy ht101W re a�map, adFcynl nppat nrM W po yap b 5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN UPDATED REDUNED N bAlha b Pmsa.P aamMsW etrna On Th pipbp, "RECORD' SET OF CONSTRUCTION DRAWINGS ON SITE FOR RENEW BY ME ENGINEER. Tlr opmwbball.-WnObb fw Wy damspas entrap by NM b6n b nmoy bole ' B. CONTRACTOR MUST PROVIDE AND MAINTAIN FENCING AROUND OPEN EXCAVATION AREAS, and mnm err undrppaW fd . INCLUDING STREET EXCAVATIONS DURING NON-WCRKING HOURS WARNING: 9n0Mv&69JaXG3R&6Ll= ' 7. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REOUORED BY ME STANDARDS �. axbM on Ir oFoowy TM �� d oseFNead ema eaw. OF ME GOVERNMENTAL AGENCY HAVING JUPoSDICTON. ' YwnnM"c mina n ine'us.Sm2km 52. e,eLL youfety Code fawn gbtib B. DUSTING CONSTRUCTION CURBS, BE REPLACED AND DRIVEWAYS DAMAGED OR REMOVED I*Wip �To highOm, wb'iilpn 732, 1Hae6N l5alery Coda bFDida rLM6n DURING CONSTRUCTION SHALL BE REPLACED YAM NEW CONSTRUCTION PER NON NVbpaFa. epadlkaey, SPECIFICATIONS AND DETAILS AT NO ADDITIONAL COST TD O_WNER • Arry amry wliwe PeFan of Gips may a01Tr PNWJ1 a8(8) law d M oWetwrl NON 9. WHENEVER UNSUITABLE MATERIAL UI ENCOUNTERED AND CANNOT BE HANDLED BY ME Nvaap Ww and BE EXCAVATED D EMBANKMENT DEEMED SUFFICIENT MEN ME UNSUITABLE MATERIAL SHALL Opwmp • awr. 10f pow sMowL hip dp, ,, d lin NOWM1O a0i/pnsA w BE EXCAVATED TO A DEPTH DEEMED SUF EJOB IT ME E EXCAVATED AND ME EXCAVATED BE ainlw aPpwaaM a40Yn 10laatdMpRadrad RlWP wlb9e ltw. MATERIAL STALL BE DISPOSED PER O' OFF IT ME JOB SITE THE EXCAVATED AREA SHALL BE FILLED WITH SELECT FILL PER ME CITY OF HUNTER'S CIREEX VILLAGE P w�poretla ear w MY6p rxXia[brt� wgwly mpwNpy b Ow ). TO YNW2, TO 10. SURPLUS EXCAVATED EARTHEN MATERIAL BECOMES ME INCLUDE OF ME CONTRACTOR anwW bimbMMrd dlpmpRedd CwTbFPOM E+KsO/aI (113)2D]-2722. AND SHALL BE REMOVED AND MUCHDISPOSEDTHIS OF OFF -SITE INCLUDE COST T. REMOVAL AND p Y. THE IN OTHER HEMS E DISPOSED MS WORK IS A COMPONENT LEGAL PART, NO SEPARATE KT116fP5 ON OR ACROSSM;fl7IeRrONTENEIIGY FEe to G6EdFENi PROPERTY PAY. THE MATERIAL MUST BE DISPOSED OF IN A SAFE AND LEGAL MANNER. Ne apporl b VNe. OnXM Or pmq CwRWPoye ba w NWNwe pmpwty is gMwt. I y,R, 11. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY Fwd to w CwibPeinl Pn IV. Pleas, cmttl oW Surmyap 8 RCM d Wry 01%o a1 DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE REPINED (713) 207{248 p(713) 207.6189. OR REPLACED TO ME SATISFAC71ON OF ME OWNING AUTHORITY. DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SMALL BE RESTORED TO ME SATISFACTION OF ME OWNING AUTHORITY. 12. WHERE MANHOLES ARE LOCATED WITHIN PAVED AREAS, CONTRACTOR SHALL SET RIM PROJECT BENCHMARK: ELEVATIONS TO MATCH FINISHED GRADE ELEVATIONS. OUTSIDE OF PAVED AREAS, SET MANHOLE RIMS 3 INCHES (MINIMUM) TO 6 INE MES (MA)GMUM) ABOVE FINISHED GRADE REFERENCE RENCHMARK ADD SLOPE FILL AROUND MANHOLES, SLOPED AWAY AND DOWN FROM MANHOLE RING. FLOODPLAIN REFERENCE MARKER NUMBER 05=5 IS A BRASS DISC STAMPED RM 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WIM PRIVATE UTILITY 050025 ON BRIDGE AT NORM BOUND FEEDER OF HWY 148 AND LITTLE CEDAR BAYOU COMPANIES LOCATED ON DOWNSTREAM CONCRETE WALK ON ME SOUTHEAST CORNER OF THE BRIDGE IN KEY MAP 5808 IN THE GALVESTON BAY WATERSHED NEAR STREAM F216-00-00. PAVING CONCRETE NOTES: 1. ALL CONCRETE PAVING SMALL BE IN ACCORDANCE WITH SPECIFICATIONS ALL CONCRETE TO TEST 1500 P.SI. AT 25 DAYS. 2 ALL REINFORCING STEEL SMALL BE F -60 K.SL SURVEY NOTES: a CONTRACTOR STALL S. CONTRACTOR WITH RESIDHALL WOW WITHIN RIM HOURS NV ANY DRIVEWAY 1 ALL COORDINATES SHOWN HEREON ARE SURFACE COORDINATES BASED ON ME TEXAS 4. ACCESS RESTRICTIONS. CONTRACTOR STALL WORK TO MINIMIZE INCONVENIENCE ro ME STATE NE COORDINATES SYSTEM. SOUTH CENTRAL ZONE. NADU 2001 ADJUSTMENT. RESOETITS NI MULTIPLY BY A SCALE FACTOR OF 0.999882 TO OBTAIN GRID VALUES SBC NOTES' 2. ALL HELD INFORMATION SHOWN HEREON IS BASED ON AN 'ON -THE -GROUND" SURVEY 1. ME LOCATION OF SBC FACILITIES, P SHOWN, ARE IN AN APPROXIMATE WAY ONLY. PERFORMED BY COBB. FENDLEY h ASSOCIATES, INC., ON SEPTEMBER 05. 2QIT. THE CONTRACTOR SHALL DETERMINE ME EXACT LOCATION BEFORE COMMENCING 3. ME UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN INDICATED BASED ON A WORT(. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MICH FIELD SURVEY. UTILITY RECORD DRAWNGS AND VISIBLE OBSERVATION. ME SURVEYOR MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE DOES NOT WARRANT THAT ME UNDERGROUND UTILITIES SHOWN HEREON COMPRISE ALL UNDERGROUND UTIUTIES SUCH UTILITIES IN ME SUBJECT TRACT, EITHER W SERVICE OR ABANDONED. ME 2. ME CONTRACTOR SHALL CALL 1-800-3M !I377 A MINIMUM OF 48 HOURS PRIOR TO SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES 940M CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. HEREON ARE IN ME EXACT LOCATION INDICATED BUT ARE BASED ON THE FOUND VISIBLE ABOVE GROUND FEATURES FOR EACH UTILITY ON ME SUBJECT TRACT. ME 3. WHEN EXCAVATING WAIN 18' OF THE INDICATED LOCATION OF SEC FACILITIES, ALL SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTIUTIES ME LOCATION EXCAVATIONS MUST BE ACCOMPLISHED USING NON -MECHANIZED EXCAVATION OF ME UNDERGROUND UTILITIES SHOULD BE FOOD VERIFIED PRIOR TO BEGINNING PROCEDURES. WHEN BORING, ME CONTRACTOR SHALL EXPOSE ME SBC FACILITIES EXCAVATION OR CONSTRUCTION ON ME SUBJECT TRACT. 4. WHEN SOD FACILITIES ARE EXPOSED. THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES WHEN EXCAVATION NEAR TELEPHONE POLES, ME CONTRACTOR SHALL BRACE THE POE FOR SUPPORT R (ENKA CIEWERPONT N s NOT GDATE SoO ) .RRROWO FOR AT&T TEXAvSmT DATE SV KN 11(N4 YEAR n4.. CENTERPCNT ENERGY ELECIMC DATE I.rr. a(. Fa apsnNc u+sRwanfl oucnus NNAE. OMR.. ORT.. v.lp .1 Y.E R ASNEN pM1h I:lp CobbFendley Texas Registration No. 274 IUM NOMWast Fmewey, Suite ITOO Houston, Texas 77040 711482.32421 lax 713.462.3282 vrwW.mOdeFrley.cpn INTERIM REVIEW .,a.a M .NN.o.Nvrry .naY...; KAM R. LKE .[. s.a N.: .".e m.: CITY OF ILA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT I DRAWN BY: MFM I GENERAL NOTES k smai 2 OF 21 N 2- xOiFe 1. DOWELS ytll PAWV MANSORR JSRIS 9WL BE 3 ♦' 0 fO1 e- PAV2ynrr TtO]ES M ODS1eD eAR6 POSE OR DML AND NSTALL NEW eAItS Is RaSSNC m SE\QRLT COMOGFL. 2 EVAN9011 .Off 51WL R PIARED AT TIE F]D 6 EAOR C11L® 1SlllRw ND AT YAIDRIN eO lADND (SEE PLANS} A ALL MMI IN MATERIAL NADO eE ASPH2IT RUeeflR N ACCpDNIQ YIM AS1Y OL9'NATI011 DNO3 A. i C60WEp YE[AL SIDS AIE MILM:D. DEY SHALL a srA1®w PlA¢ rrx p BARS e Au D9ANSIOI .IURr YATEMK Rs ro Rc PII6OOED. AMID OOANSKIR .ILDfr YAIpEAL 6 NOT ALLOLED. H BAR .DEIT ANSION .DwT SEAL ELSTND 'W� PAVEl1ElRT TERIAL SEE NOTE 1 .. NAIL f 7. MINIMUM50 MA . E r 3.-' VARES HEADER BAR LAYOUT PAVEMENT HEADER .1. r t DneR ao n.Axrt. I DDlIDhCCII QDII R W CTDCCT DA\/IAI!_ 5 ld PRIVATE UIILIIY LINES SHOWN l fCIrM 1Y R.AUR. QNRRPMT ENERGY GAS DATE IaaW H As. LL+Rr L@'MY Ux[S Ml 9gml AA, R. PRi V A.A. p y M LVf IYLS> i.Pa P1O1 L� G 4MP[R rM A7R1 TE%AyST DATE MD 'Jy y 'Jy NAw4A KS Y TOR W EAR Par. R C C C CutERENERGY ELECTRIC DATE N t,. rm vpux UXIs 0(R=4 NOTED. YALD AT TIME ! R6MEAbllY) L L li'CobbFendley Texas Registration No. 214 13430 N r t "g Freeway, Suite 1100 HwWm. Texas 77NO EXISTING 3RD & H STREET PAVING 2.. 421x eycom, 82 1e JZA2 T13A8 r 2.lax 713..4W. HIEIDI IEVEW YxM s O.rls awls:. Ery— MEAIM,R :M1 s <. ..: +msaA L m.: CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT PRO.ECT NO: 1212-026-01 DRAWN BY: MFM CHECKED BY: HRL WALE: HORZ VERT PAVING DETAILS 1 Z Q O 3 I � Y �I _ � I Q Q I u. IZ I I I 1 1 al I 00o J 77-7 I r LA SHEET 6 SH SHEET A EET S 10+�T !! j PRIVATE UTILITY LINES SHOWN 3RD STREET I ? I QNTEE. ¢ca0nc[ ENERGY.. TT GAS GATE I APfRpVEO rRR AT&TIT TE%AS�SWBi DATE • rL I 191W uxxRwwxo Cdlplli rACUTIfS deY 1NPF5 VNIO rtli ME YEM VJ � S�� �� CE•NTTERPONT ENERGY EUCTRIC D<- UNLESS OM M �..11[ VxuUUPT EX fT 11 1,1 "CobbFendley .a Texas Registration No, 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713 462.3242 1 fax 713.462.3262 www.mbbfentlley,o S}S I A� ewerNw���.` E,0— HEATI R LttE • I wW o Da1.: I I I I Gf �O � 1 CITY OF LA PORTE nu` / 3RD STREET PAVING AND m DRAINAGE PROJECT cggm=ISSUE DATE DESCRIPTION 3RD STREET w w 11 � ppp �/�,^ VJ PROJECT NO: 1212-026-M - DRAWN BY: MFM Z CHECKEO BY: HRL SCALE: HORZ 1'�1m' VERT N/A Q 3RD STREET SHEET LAYOUTS SHEET 4 OF 21 1■ ��RRR4r''� - i■Ilifalll¢ol �et/J/IIIIiiISA116ti s.��-p- ��I �� e���1..l1i152 � �r �� �af0'd� _ "� _ _fl I� m w N W W H H.STREET - SHEET 1 SHEET 1 ;H 19 SHEEM 20 1 SHEET 21 M 010 PRIVATE UTILITY LINES SHOWN E- W W = N Hill - CENTERPDINT ENERGY GAS DATE (EN2X 4ANCE LINES M0i SNONN) AIX+ROLep FaR AT&T TEXAS/SNBT DAIS uNCERd WNO CWWIi f1gI1TC5 WLi. 9GINNMS VALET 1. OIE YEAR (:EN$RPOINT ENERGY ELECTRIC DALE (MCROLEU .. f 14 GG59NµpVxT T. Or xO 0vr. Cl YNIISS OMERNY NORP •i iu_ .ax �- = 1 ii' CobbFendley Texas Registration No. 274 134M Nor est FE ay, Suite 1100 Houston, Texas 77G40 713,462.32421 tax 713.462 3262 www.E VeTdley mm MB�1 REVHV eNaAa w pxMl µ a n� E7— NEATN R. LYLE vE Z. A.; ..Rsu mIr Of A � CITY OF LA POKI I 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE I DATE DESCRIPTION PROJECT NO: 1212-026-01 DRANK BY: MFM CHECKED BY: HRL SCALE: HORZ : 1'=20' VERT : 1'=20' H STREET SHEET LAYOUTS sIe 5 21 k 4 PROP. JUNCTION STRUCTURE - (42) STA = 101+64.13. 6.85' L RIM - 13.56' 'FL ZZT-l0'%S-RCB R 3.92' S. 12'X7' RCB _ _ a MA3 LFI �- 10'XS' RCB O 0 =-1 IT 101+00 �O0 10'XS' RCB 0 0. 0.[ PROP. JUNCTION STRUCTURE - (41) STA - 102+08.65, 6.85' L RIM - 126V R - 3.93' N. (2)-10'%5' RCS R - 3.93' S, (2)-10'%5' RCB 4 A 1020 0 10' 2�0' 40' ¢ Ig C ® g PROP. TYPE Ct-INLET, d B STRUCTURE - (73) 2 STA 102+98.96. 15.07' L RIM = 12.84' R = 7.80' E. 24' RCP PROP. JUNCTION STRUCTURE - (40) I STA - 102+98.09, 7.00 L O 21 RIM - 12.84' L - 3.95' N, (2)-10'X5' RCS R - 7.69' E. 24' RCP _ y FL - 7,76' W, 24' RCP Y e x - —.-Et -"5' (Y)M] %5 RBBJ-- 12wiw $ R.O.W. e 1d+ M gAnn N iW ff BRNn PROP. 8.12 LF Tp1 aR " ♦' Xrn zr nrn z1' 4RCP O 0.501E SIDEWALK Y2 E" PROP. .44 10'%5' RCB O 0.021E 10'X5' RCS O 0.02E N 70 PROP. 90.11 L, 2 '� 3RD STREET PROP. 456.31 LF 3RD STREET - IIMX RICE l9 0.0m PROP. ZL14 V 24' RCP O 0.50E z.' RCx TW 0' eANM ILP M 9YIN Y )qe 0- BAIIN � RO.W. Y IS Y E T PROP. TYPE CI -INLET, $ 'y D STRUCTURE - (72) pK STA 102+98.28, 15.14' y 0 I RIM - 1284' d z R 7.80' W, 24' RCP 5 4 I 1015 1011 loos 1007 ,00s E e e e e e e e •[ WOOD aU�LOij 3rd STREET CENTERLINE fL'EH(IERP�gaT uNN[sRNGY G1i GAS ) OATE IJRR D I- AT&T TExAs�SWBT DATE C UKK"AMND IAIT F& MT SPI"NPES V10 Im M A. CENTERPONT ENERGY ELECTRIC DATE 11:" CobbFendley Toms Registration No. 274 13430 NorTMvest Freeway, Suite 1100 Houston, Texas 77NO 713.462. 3242 1 fax 713 462.3262 www.coDCfendley com eo, n w,a�ieOE� ,w, n n : xCATx R YIL M51 .el N.. 1.1.0 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DESCRIPTION 3RD STREET 100+50 TO STA. 105+50 SHEET 6 OF 1016 § k� [ ii 7 g 3 1 6@.1 L939 c 926§ § 920 p [ g' p ; bae 974 Ic F Q Q R A L ^1. 16 b A kl Q Q 1 Q Q Q Q 1 6 b b Q Qj, FI N 1002 N I� I m 0 10' 20 40I .' h $ N Y PROP. TYPE CI -INLET. STRUCIURE - (71) $ I STA - 107+64.03. 14.60' L E T I RIM = 13.46' e I Ta Y R= 8.40' E, 24" RCP yy -- ----- ---- -�_-S-------- -� TOP x P U TCP o eANK TM o eANK to o eANn Tp+ a eµrc zi le I. 1B RCP � IB' RCP 'exelli. PROP. 7.80 LP TOP a AVVI TOP 0' BMK N-a 474.49 V TOP o, DI 108+00 109+00 11'X6' RCB O 0.02 — 11 3RD STREET 10- RCP KK B IB- R TOP a 91xK $ TOP Ci 94xK TOP C, aM4 aO I y PROP. JUNCTION STRUCTURE - R.O.W. yy STA - 107+64.03. 7.00' L'l e Pou 13.44' AI. RIDS 4.04' N. I m 24'll'XS'R PROP. TYPE CANUT, E. 24" RCP Q I $ $ M m < m I STRUCNRE - R — S.38' W. 24" RCP R - 4.04' S. (2)-10'%5 RCS $ .37, STA � 10]+84.3], 14.50' R 8 + i i $ RIM 14V �I 1� N R � &40' W. 24" RCP ' 1001 I 931 923 919 913 Ii e �1 E 7 2 k i e 2 � 21 « a .: h 2 b � _ F gyy 1 rk e �I 3rd STREET CENTERLINE 21 :... :..... -:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......... .....:..... ..:....... I ......: 21 21:... :....... :....... :....... :.......:.......:....... :....... :.... ...:.......: .... ..:. PROR..JUNCTION STRUCTURE.(39).......:.......:......_:.......:.......:............. ..:...... ...... : 21 22 .. .... STA . 107+84.03..7.Od L.....:.. . ....:........ . ..... _.... _...... ..... ... . 22 ..... .. .. .. 21 ..... ......... .:. ... . RIM .'ISM''1 : :.... ..... .. 2@:........... ....... ................. :.......:.......:....... :.... ..=R..... ..: .......: ..: iteEt .. ..... .... R n. &20'. E,.Zr RCP.... .... ._.....:...... .:.... ...:...._..:.......:.......:..... .......... .......: 20. 18. .. :.......: R ELM W. 2e RCP ..........:.. ..... ...... .: 1p ... ... ................ ..... ....... .. ... On. ..... . R 4.04"3.'(2)-tlYk3'.RC9 .. ....... ..... Ift 1Z '... :.......: ....: .. 18 .. ... .. /' E ...: I y. . .. ... .. ......... rCN7kRUNE lz 13. 1i=.......:.......:............... ........... .......... .. ..... . .... ....... ]l u:...:.......:.......:......................:.......:...... ......... .... ............. ..........:............... ..... ..... .......... :...... ........:... ....:....... : ......: 12. I1....:.......:.......:.......:.......:.......:.......:...... .:.. .... .:...............:... u IQ 1L.{' . ...:.......:.......:.......:...............:.......:........ ...............:.......:.... .. Y @:...:.......:.......:.......:.......:.......:.......:.......:.......:............. ...... YYY ...:.......:.......:.......:.......:.......:.......:.......:..... ..:....................... @ Z....:.......:.......:.......:.......:.......:.......:....... :...... .:... I...:....... :... ...:.......:..............:.......:.......: I . . I. .:...... :...... q.......:....... ...... . @:...........:.......:.......:.......:.......:.......:.......................:....... :... ...:.......:.......:.......:.......:.......:.......:........ ...... ......:...... ....... . @ @:...:.......:.......:.......:.......:..................... .. :... ... .:. ...... :.... ... ... ...................:.......:.......:.......:.... ...:.......:...... ......:...... ........ 1 4 S 1 1 2 :...:.... ...:. . ... .......... .....: ...................... 1 :...:.......:. .....:.............. .......: ............ 1 106+00 107+00 108+00 109+00 CENTERPOINT ENERGY GAS DATE GNTEV SWNLE — — 910W1) AroRB.t9 EON AT&T TEXAS/S"T OATS uWADPpIHO CONDLIT ENOI111f5 MY smNAIIIH .. 1. De I•N CENTERPOINT ENERGY ELECTRIC DATE (PAPRo co aw. P. "0"0 c u 'aa"I"l p q ¢Bs OTAIPPI. rzO LID P. Tv. c: E... oxen He CobbFen( ley Texas Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77M 713,462,3242 1 fax 713. 462. 3262 www Cabbfenbley cam PPAI e:..R > P•.-u P. KATN , LIE ei Me: NODEPREN 2012 CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT I IPDi[1138•^. 3RD STREET STA. 105+50 TO STA. 110+00 wl 8 Q k Q 902 4 e PROP. 7.52 LF I 24• RCP O 0.50% PROP. 21.48 V - 24• RCP O O.5OS----24 V : t e3z Q� Q b • en Sq Q P 4 P y 824 i tPROP. TYPE Cl-INLET, 0 10' 20' 40'a - r�- B STRUCTURE-.47) sl STA - 112+38.47, 14.50' L RIM � 14.04' 1 FL = 9.00' E, 24• RCP MATCHl1NE �O- STA. 222+00 _ reD B` BANK Y lLG pI BRXK � � iCP ff BYX( 2 TM W ... 1GP 6 B 4 R ZB 9 m9 yl g R k I 3 I s�ii H ny m 2 Xm $ 901 k Ik SSy � � m PYK 831 @�� � �Y [ II �� � le' RTs ie' are m' Rcv u' Rcv DEWALK PRIVATE UTILITY LINES SHOWN K lOP Gf BANx iGP pR aaNx CENTERPOINi ENERGY GAS GATE smvxA uxss Kor sxowx) 6 - - (ENrEx • — — - - - - - - APGAeT£B FOR AT&T TEXANBT SATE RO.W. sae UNQ C�IT aXc�EAn duY. I PROP. TYPE C MR. STRUCTURE - (38) CENTERPONT ENERGY ELECTRIC DATE PROP. TYPE C1-INLET, STA 112+38.49. 6.98' L (ePPB ONLY ROR rnoesxe uXOERwawo ouevxes STRUCTURE - (66) RIM - 14.21' I uxLEAS ooese. xorm. vAuo AT THE of REW. CAT) STA 112+30.88, 14.50' R R 4.13' N, 11'XB' ROB FL B.89' E. 24' RCP RIM = 14.05' 8i iti = 9.00' W, 24• RCP R B.98' W. 2{• RCP Fl 4.13' 117te' RCe t1 CoWendley 811 809 8D7 il"' Texas Registration No. 274 n w i e 13430 Nc N est Freeway. Suite 1100 •k � e [ j I Houston, Texas 77NO e 8 I[ kk B Is 6 713 462,32421 fax 713.482.3262 P nm'w.wbbferMleY.com a 3rd STREET CENTERLINE 25 21 ......:.......:....... ZS:.......:.......:..................................... :.......:..... ..:.......:.... _.:.......:.... ...:.......:.......:...... .....:.......:.......:.......:. "PROP. TYPE c'MH, STRUCTURE - (3B1 .... . .................. . 21 .. ........................................STA - 112+31";S.98'.L............................... :.... ,..:....... :..... ..:.......:...: u 22:............... :....... :........ .......:....... :....... :...............:.. ....:........ ...... RIM. •.14.21'..........................:...... .........:........:.:.........22 21 ..... ......:............. 4.R.11'X6E ...... ......... m ........ ... ...... S.�. 21 R .............. .....zt ....................... ........:....... ...... ....... lfl:.......:.......:....... :..... ..:....... :.......:....... :....... :.......... .................... FL T•. 4AX.S 11'XB'.RCS:....... ........ :....... :.. .....:.......:.......:...... ........... lZ:... _ .:. EXISTING .....:.. CENTERLWE. _ ......... _.................................. ..............q : .E l........... . . . : ............................... p..... :.......:.....PROPuSimNE :.......:................ ................... _. .. ... 1Z _ _ ..... ...UL ...... ..... ..... ..... ......................:....... ....... ...: 14 11 ...:.......:.......... ....... .............. :........................ ..... ......:.... ...................:...............:.......................:.............. 11. . ....................... ........:.......:.......:.......:.......:.......:.......:.......:...............:.......:.......:.......:.......:.......:.......:.......:.......:........ ..: '. 12 p IL i4 a:........ .....:. ..:.... :...... ...... : ..:... ...:..... :....... .....:.... .Y: .... .:......... .... :.....,.:.,..... ....... ........: .....:...... ...... a a :.......:.......:. ..:... _ IL..................ry PROP. 474.4E LF......:...................... . .:.................................... : ................... ..... 2 fl :.......:.......:.. 1T%B' RCB :O O.b2%:........ ............:.......:.......:.......:................................................................ ...............:.......:.......:...............:.... .. .......................__.. ............ fl S:.......:.......:.......:.......:...............:....... :.......:....... :....... :....... :....... :....... :.......:.......:.......:.......:.......:.......:...... ........ ........ .... S 4 4 S 1 2:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......: ................ .......:.......:.......:..... ..:.......:...... .:.......:...... .:....... :........ 2 1 111+00 112+00 113+00 114+00 wr �Y �aa A. w M RLIE sRR4.Ke ma CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET STA. 110+00 TO STA. 114+50 A It F 804 TLP M BANK d - 11'XB' RCB O 0.02R 3RD STREET 803 .SOS 9 a ^ � + 800 a' 720 J 716 bQ ISC� R kEb b b Q b Q a � II � b Ppp O c o to' z�D' aD' � Do PROP. TYPE Cl-INLET. .POW, "' 19h- 0 9 I STRUCTURE - (65) mm STA - 117+09.29, 14.50' L y I RIM - 15.46' FLU 10.0'E. WRCP J 4 aY.Y 15' RCP ,GPM BAN 4.s3s' LLJ a te^ DO.TOP ,5=1Ym-,,.„ e' Rc is RCP PROP. 7.50 LF I16+00 24' RCP O 0.501t - 7+00 21.50 LF --y-- -- .. 9a• a(n a OSnz .,_ _._ jl 3RD STREET d' t r'Fox- M OF BgNM!R.O.W. PROP. TYPE C MH, STRUCTURE - (37) STA - 117+09.31, 7.00' L mPROP. TYPE Cl-INLET, RIM - 15.4S STRUCTURE117 - .20. 104.2 N• 9 4' RCP0. = 10.29' E. 2C RCPSTA 10+09.20, 1{.50' R + 0. e 10.36' W. 24• RCP ml 1TF RIM 1S.I8' R {.22' S. 11'%P' RCP bo FL . 10.{0' W. 24' RCP N ( 731 721 H I s s W 3rd STREET CENTERLINE Ps 24...:.__....... :.__...... ..... . iYPB�C MNSTRUCTURE ='(37)...:.......; ...... _... PROP.. 25 .... ......_ ....... z2:l �:........... ........ .......... ...... � .- lt+.31.7.00' L............... .... ............... 72 .... ....... . .BETA PoYe:M'w ... :....................... . : 22 21:...:.......:.......:.......:.......:.......:.......:.......:.......:.......:......� .... .... .. :. '..... .. n 2Q:...:.......:.......:.......:.......:.......:.......:....... :.................... _ . l fL 020 E T6RDP. ......:. 0. 1036.yy.4'..�. .. ..:......._............... •11.7(6: .......... ... : 2Q EXISTING ......:....... :....0..e :4.22: Sr ROB ...:...... .......:...................... PROPOSED ..... : m IG :...:..... ..:.... ...:...... .:........... CENTERLINE .. ......... ............... .... .......:.......:.. .. ..... .... ....... ......._.._.... ....... � � CEN1EIUlNE .............. : Y m �.. Tom.. ... .. .. ... .. ........:.......:.......:.......:.......:.. ....:.......:.......:.. ....:....... ............. ........ .'.'. ..... ..... .: 1S . ..... 11 0 IL 12 .................................... ............. ................................. 2 ................................................................................ ....................... . 4 CL :...:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.. PROP. 470.W LF.......................................................................... ..... .................. a .. .. ... .... .... .... IL.... ! i l .......................... ....... :....... :............... :....... :....... : l 2.:...:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:............................:...............:.......: 2 L:...:.......:.......:.......:.......:.......:.......:.. _ ... :.,.....:....... '........:..... _ :.......:..... _ :....... :. ......:.... _ .:.......:.... ...:. .... ..: .......:.. ... .." ..... L 115+00 116+00 117+00 118+00 PRIVATE UTILITY LINES SHOWN 1 CENTERPOINT ENERGY GAS GATE (ENRF SEN.O' nNFS Gt EXGW) . "Y'D rev AT&T TE%AS/SWHT DATE SIGN�,YussNY. r dC y[/Cp[ aNLr. CENTERPONT ENERGY ELECTRIC )<TE u�lE�55 . Oftl E s . UNDER.r Or R. 1ON 111 i!l' CobbFen&ey Texas Registration No. 274 13430 NO ftYest Freeway, Suite 1100 Houston, Texas 77UO 713.462,32421 fax 713.462 3262 w .ccbtrfen0ley.com .�ryn�. r,cATn R tnr NOWMBER CITY OF LA PORTE wa d I 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION PROJECT N0: 1212-026-0 DRANK BY: MFM CHECKED BY: HRL SCALE: HORZ : IT-20' vERT :I'-4' 3RD STREET STA. 114+50 TO STA. 119+00 SHEET 9 of 21 $ 704 — E PL WIER 4 6 e5 � ; 1 F 702 1 4 X - 9"X6" RCB O O.OSX - 24• RCP 4 * 3RD STREET 24PRODRcr TOP Or sANx i DARK D' RM 16 flCP -.. TOP G! BANK TOD Ox BANK 6 © I 9 yyN T 707 701 & h [ I ?' pb bM1 tp� s F 9 625 k j 620 PROP. TYPE Cl-INLET. STRUCTURE - (63) STA - 121+71.05. 14.50' L RIM 16.37' IF.11.30' E. 24_RCP O 1WI RANK B a 101 614 D iD�. 'I .I -- 4{. 1 '61ulo 1•F1 BANK 4 g lOP eA.nn --1� 8 —4r tlr • ox,e � vRc 8 PROP. TYPE C MIT. STRUCTURE STA - 121+71.03, 7.07' L I PROP. TYPE C1-INLET. RIM 16.M' STRUCTURE - (82) - 5.05' 14 97t6' RCB Qi STA - 121+11.06, 14.50' R R 11.19' E, 24' RCP RIM - 16.37PL - 11.26' W, 24' RCP R-II.30'W, 24- RCP R-4.75'S, 9'X6'RCB 4 629 625 621 W k e e 2 e ze e = 6 8 6 L a b e lF+ k k k @ 4 @ 31 3rd STREET CENTERLINE T4...... ..:.......:.......:.......: ....... :....... :....... :.... ...:....... :.... ... ..... ..: ..:..... "'� " ..:.., ......... ... ............. ..... PROP. T ''YPE C'MN,'STRUCNRE "('Je) ..: 24 21....... :............... :.... ...: ....... :....... :....... :....... :....... ........:.......:.. 5.... ......:....STA ..121+71.03. 7D7. L..........:....... ... ............ ....... .......... .: 211 22 :....... :....... : ..... ..:...... : ......:.......:. ........... ............................ :-+ o...: .... .. . ...:.. RIM - 16.34' ... ...:....... . ...... ......... .......:...: u ZL : a - :..... ......:. N. RCB : u ........: ..... R 11111919'E 2 2V RCP .... ...... ..... ..... ... .... ..... ..... 2g.:......:....... :... ....:............... :....... :....... : ..... ........: ... .' .:.. ......... R �: T1.26'. W. 2d'. RCP. ...: ...... RSA .......... ....... ..._ ......... .: ffi ]a :.......:.......:.......:.......:.......:.......:...... EXIB i'o'.:...... TN : GENTERLRIE........ � :.. .. - >>> .:.. .....:.. . R - 4.75' S. 9'X6' RCB .CEN �. ..... Ig ......:...... _. _ ._ ._-�-`., .. ......... .. .. ... ... ..:..... _: : 1II _ lz _ _ _ 0 m ........ ........... :...... ......:. _ _ _ : ... La 11 :.......:....... :.... ................... :. _.... :.... ............ .............. ........ .:.......:.......:.... .... .... ........ ............_. _: m L4:....... :....... :.......:....... :..... ..:....... :....... :.......:.......:.............. .:.......:.......:. ..... ..... ......:.. ... .......... '....: if a :.. ..... :....... :....... :....... :..... ..:....... :....... ............................................. ............... ..... .. .. .. .. .. .......... _.'. :.. >a u:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... .................... :... n n T9.................................:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......: ................................. ......:.............. .......:...: 1a a:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......: .....:......:... ....:....... :.................... .. a 9 :.......:..PROP. 01.70 LF..:..... ... ..... ..:...... .:....... :....... :.......: .... ......... : a Z :.......: - 9')(K RCB. O. B.M..:....... :.. _...:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:....... :.......:.. .....:........... : 2 IL:..............:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......: .... ...:.......:...... ........ .. ....... : E a.......:.......:.......: ......:.......:....... ......................:.......:.......:.......:.......:..... s 4 . ......; .: ...,.. L :.......... ......&... .:... :. ...,... ......: ., :.. ...:..... .:.,.. ... ..,,.:. ..:. ... :...... .:. .:,.. :..... .... .. L 120+00 121+00 122+00 123+00 CENTERPONT ENERGY GAS DATE (pR] "Y. VxES NOT sNoaNn ANNOYED fm ATB7 TEXAS/SVT DATE VI.OFRp1gMD CONDA fA11iE5 pdY. SANATVMS VAT FOR ONE A. GENTERPONT ENERGY ELECTRIC DAY_ (APPR VED ONLY rw womxG uNDERORWAD DUCTLI'l LESS OTHERWSE NOTED. VAL10 AT THE OF RENEW 01 CobbFendley Texas Registration No, 274 13430 No N esf nmamsy. SuRa 1100 Houston, Texas 77M 715462.3242 1 fax 713.462. 3262 ~N.cobbfen6ley.com EE, HEAM R LnF- P G2st6 S-ltlED a CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT NO: 1212-026-01 DRAWN BY: MEN CHECKED BY: HER. 3RD STREET STA. 119+00 TO STA. 123+50 10 or 21 e e e e e e "22 Eb < 610 Q R 808 Q R R 600 D t ¢p a 4 e: +. k R 518 4 g 514 Q 612 F geel I 3 0LJ-10' 220' 440' z 5 m PROP. TYPE Cl-INLET, ® �I I� STRUCTURE - (61) a, y STA - 126+44.27, 14.49' L 3 RIM 17,.N) $ $ Im R 1230' E. 24' RCP RO.W. E4 yg • LW IX 9nxv g !IX IX BµN g iCP GF BµR y TOPOf B i0P IX BANg vl 1CP Of BRN SIO ALA _ 1B PO W RCP IR RBCP e•aP 15' xC �B R1 P 9'X6' RCB O MOM u 24' RCP O 0.50)t p __—PROP. 21.51 lF 3RD STREET 24• RCP O D.Sox 3RD STREET TEAM Oi BANII TCV OF BAfIK 1e R[P ON, O! BANK OF BA TOP OF BANK i��I Cf BANK TOP OF BANK OP OF BANK P IX TOP OF BµK Cp F p • • PROP. TYPE C MH, STRUCTURE - (35) m STA - 126+44.39. 7.00' L y m PROP. TYPE Cl-INLET. RIM - 17.2i STRUCTURE - (6O) IF 5.29' N. 9'X5' RCR $ $ $ STA - 126+45.11. 14.50' R R IF12.19' E. 24' RCP m l $ $ RIM - 17.30' E. IF 12.26' W, 24' RCP 61T 611 601 $ R - 12.30' W. 2P RCP R IF 5.29' S. 9'X6' RCB i 528 9 s 4 603 2A t 525 i y 5213 s MIT u I� Z 8 [ M E i 2 5 I• XI k3 b L L b b L 6 ^e y 6 6 y L L b L L�� 3rd STREET CENTERLINE 24:...: :::. :....... :.......: :....... :.... ...:....... :....... ' PROP. TYPE C MH.,S1RUCiVRE . ..-. (?5). ... ................ ......:..... ... .... ....... ....... ......:. ...... .... ...:.......:....... STA �.''� _ 39. 7.00 .L.......................... Zl :...:.......:..... ..:.......:.......:.......:.......:.......:.......:.......:.......: PM'STA - eZ6i-00.00.:.......:.......:. ............. . T2:...:.... ..... ..... .:.......:.......:....... :....... :....... :... .... :....... :.... ...: .. CL ELM, I ."'. N,.9k5'RC6......:... ....: ... ...... ...:. ......:..... ..: 22 21 :...:.......:.......:.... .....:................ EwsTI C. CENrE�RLINE......:.......:.......:...............:............... .......: R - 1219' E,. 21' RCP FL ": 12.26' W. '24' RCP .... ...... f�NE .:.......:.......:.......: .. FG - 5.29' S,'9'XB RCfi ................... 21 7fl...:.......:.................. ... ............ .......:...... ". ......:.... .. :..... ....." ...... ... .. 1fl 1Z"... os0><..... .+.--�-��. ... .:... ....:. ... ... :.... .. ..... ....... ...... .. .. ..... ........:...... ..... ..... ..... ........: 1Z ............:.......:.......:..... >S:...:.......:.......:.......:.......:.......:.......:....... :....... :..... ..: .... ...:.......:.......:... _ ..:.._.. _ : ......:.......:.. _ ...:....,..:...............:.. _ ...:..... _ : la.. 14. .. ....... ... ....:.......... .... ...........:.......:.....:.......:............ .. . ..... :....... ..... ....................................................... u IZ u........................................................................................... ............................................. I................. u >a:...:.......:.......:.......:.......:.......:.......:.......:....... :.... ...:.......:......... .......... ....:.......: ... ..... ..............:................................. .. ... is 2:...:.......:...................:..............:.......:.......: .....:..,....:.......:...... . ....... PR6 ' PROP.473.36LF . ..... ........ ... ........... ... .... ....:..... ... ..... ...... .:...............:... . .. ............. ... R.:...:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:. ... ...: .... .. .:..... ..: IL ,� ...................................... .......... ............... S 4...................................................................................................................... .....:.......:.......:.......:....... :... ... .:.......:.......: 4 l :. _ :.......:.. .......................... _ .:.......:....... :..... _ :. ......:.... ... :.......:. ...... . _....:.......:.......:.......: ...... .:....... :.... ...:.......:....... ......: 3. 124+00 125+00 126+00 127+00 CENTERPOINT ENERGY GS DAM (Ex... IIMas NOt BNOMM) M9ROEED FOR AT&T TEXASSWRT DATE u10ER4APIW D. .T fAQI s eY r. 9aATW25 M" FfP ONE KM CENTERPONT ENERGY ELECTRIC DATE un➢PPOKG ERAT E N 7EDS A I AT TIME OF RENEW EFF xEEss DmERwsE xoire. wuD AT TIME or RExEw ov�.vl BOB CobbFendley Texas Registration No. 274 13430 NoMwest Freeway, Suite 1100 Houston, Texas 77040 713.462. 3242 1 fax 713.462.3262 www.cobbfentlley.wm air MOAN R nE x. s-im xo: Dews Dn.: CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT 111*4`11911-M 3RD STREET STA. 123+50 TO STA. 128+00 SHEET 11 OF g s a z a z? a $ I � e e I egggg le a 7gg I e' 508 @ 4 @ 0 502 A I� 510 � I la I I -- -- --------------J • "'T ? c for o[ eenK� O iar a e.wK IS' PC EWALK C➢ I% a - POOP. LF A u � e'XS' RCB 0.0% RIM0 3RD STREET 1R Lx"6ARR� Is' eCr 18' xU 1 1(W O[ aM'K i0^ v BANK Is OF ANK e E R.O. I� I 509 507 501 511 505 IN i 3?ft ie a `� b I III TW OIa M " R O 0.50E PROP. 21.44 LF_ 24' RCP O O.SOF IY RCs IY RS Ze O O m� y I 3rd STREET CENTERLINE k 414 g&ice¢ tI W 0 W 20' 40. S. 11 PROP. TYPE Cl-INLET, STRUCTURE - (59) STA 131+32.27. 14.5W L RIM 18.26' FL 13.20' E. 24' RCP TCP a aR.x� PROP. TYPE C1-INLET. STRUCTURE - (58) STA - 131+32.20, 14.50' R RIM � 18.26' FL a 13.20' W. 24' RCP 43 @@ I — — TCP MK L O/l 9��i=(II Y NOM f [\\ PROF. T"E C MH, STRUCNRE - (34) RlA � 131+32.1], 8.9C L RIM 1&24' 7.5Y N. 9'X4' RCB dL - 13.09' E. 24' RCP nl R 13.1W W. 24" RCP FL - 6.SY S. 9'XS' RCS .4 N ie RA L C. ENERGY GA5 DATE (E14rv11. i[x XANCE uMs xai SHOxN) ♦11RONEO RM AT&T TE%A6�s9Yr9T DATE xLERgCVM Lp(AIIT FAgI MY. .I NKTUREs MID As ME YEAR CENTERPONT ENERGY ELECTRIC ETATE on (AG%IGrD, MLV Fq AIDS96 YIADMM[S uaEss cxwsE xoTEO MID AT T TIE M a AMEN MIr) I. CobbFen&ey Texas Reglstra8oe No, 274 1 M30 NoMWest Freewey, Was 1100 Houston, Texas 77NO 713 482.32421 fax 713.452. 3262 W Ww.mOOfeMley.cum INTERIM REFREM, T, HEAM a LAE PE snb Np_ N x�xERE zmY CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DRAWN RAM CHECNEO BY: HRL SCALE: HORZ : '-In' VERT :I'-4' 3RD STREET 128+00 TO STA. 132+50 Is k q jQjQA } I e r € I+ b& b 7" b k gg � Q Qa Qkn kQ Qk Q Q 402 p 8 4W { C a I a 8 * — — — j1 — — — — — — — a — — Cr — — PL�HIEg/S—`^`� PUNTERS iW a aViN • \ / O O "//—i// _ ., of Berm 15' RED 5 15' RL9 To, G, 91 RCP O 0.051G u ,y ET F 3RD STREET TM CIF El— TOP of BANK OG F BANK CP 15" RCV iOP 0( OAKK i0P C( BANK — It To, AN YIt 0. � �taY' I m a N ^ I �405POR rz . w: 413 411 .- 407 t ? 401 3rd STREET CENTERLINE I 22$ e I 0 10 20' 3 Q k 322 PROP. TYPE CI -INLET, 318 Q+ SiRUCNRE - (57) Iyl I STA . 135+79.21, 14.50' L RIN 19.15' 33K3K3CC R 14.10' E. 24" RCP y fl � I 3m N 6 a PROP. TYPE C MH, STRUMRE — (33) a a I STA = 135+79.23, 7.00' L wN. Imll I 8.05. N. 9'X4' RCEI O R = 15.99' E, 24' RCP — — FL = 14.06' RCP p 9X4 FL = ].]5 5, 9 X4 RCP — — TOP 0, eMY( 15" R. PROP. 7.5U �Tk81W4— 24' RCP O 0.50% PROP. LF r 24' RCP 0 0, O.SIDG _ PRIVATE UTILITY LINES SHOWN CENTERPCINT ENERGY GAS DAIS (ENip $RNR uHES N01 91OYM) 15" RCP li" RCP ANEN.D (w AT&T MAASMBIS T DA — — TOP sw iTrnarve DAD FM EME Wil�w�r. h CENTERPONT ENERGY ELECTRIC CA I' A O $ I (AIiRO "D ww POR CASSANO a . rvG. o. T i'+ I UNLESS OTHERNK NOTED VALiO Al.TW0- eR DUCT 6 I O PROP, TW E CI —INLET, y STRUCTURE — (55) g m STA - 135+79.17, 14.50' R 1+ IyR a RIM . 19.15' R = 14.10' W. 24' RCP _@W.0 ==R• CobbFendley d Te%Bs Registration No 274 331 $ e ;i S 321 �I 1 U30 Nortest FreewaY. SLAM 1100 hw 'T L. 1' j HOUetOn. TB%95 i/D4O r . If [ : 713.462,3242 1 fax 713.462. 3262 ¢ '? ¢ QI www.mCbfentlley.com ?a :...: _..... ................ :....... :....... :....... :..... ..:....... :.... ...:....... :.......:. ......: .......................................................................... .....: 21 2a :.:....... ...... .:..._.:...... :...__:._.... :....... :....._:_... _:.......:......:....: _._:...... _.... ...__.:........ 2@ n........:. .... ..:....... :....... :.......:...... .:....... :... ............. ....... ......: 2z .................:........PROP. TYPE:C MM. mucTi RE.- (33)...... ........ :....... 2S:... :... ........ ............ :....... :....... :....... :...... .:....... :....... :....... ........ :....... ........ :....... :....... : .STA 135+78:23..7.00':L....... .. ......:....... ........ : :...:.......................:.......:.......:...............:.......:.......:...... .:... .... :.......PA STA . NTX63 :........ .... RIM + HDS:N'9X4'RC9 ....................:.......: 21. u 2i:...:.......:.......:....... ........:....... :.......:........ ..... f:XISTNG .......:.......:.......:.CL ELEYT� .19.1P( ......:..... .... .:R.. .13A9''E, .24' RCA................: ......:.......: F 21 22 CEN tERUNE :' 'R . 1{.99 24' RCP' : 22 ....:...............:.......:...............................................:.......TIROPOSED ........................ .... ................... .. _...... .... ............ :....... ........ ........:......._ .�.:_ ..... .CENlERI.INE ..... ... ...:.......: s ......: .. r.. - .... .. - ....... -. ..... :.. ..... ... ........ 2@ 1@.... :....... :.......o.xox....:.......:.......:.......:. .....:.......:...... .........,................................... >@ 1a ....:.............. ..............:..................................... ....... ........ ........ :....... ........ :...... .:..... ..:. _....:.......:.......:.......:.......: m 1z:. ..:.. ..:...... .....—a....... :....... :.... ......:. :... .:....... ....... :....... :.. ...:.......: .. ..:, ... .:. .. ._.... :. ... ...:.,.....: 1Z >s � .. .. ....... .... .. .. .. � .. ......�... .. s � 1S.:.... .. . . ... .. . ... .. .... . a 13 .......:......._.......:.......:.......:.......:.......:.......:...............:.... . . - - - - (z 12 12 ll............ ........ ........ ................:.......:.......:....... :....... :..... ..:....... :... ....:. ......:.......:.......: ... ... :.......:.......:....... :.......:.... ...:... ....: 11 ]Il :...:.. ............. ........................ .. ..... ... .... .. ...:..... ..:... .... ... ...: PRCP. 44].05.LF.. ..:. ... ....._.. .. .....: .... .....:.......:.. ..... :.._....:. ......:.......: 1@ @ :...:.......:... ....: ...... .:... ...d'BIX4'. ftCB » 0.05F..:.......:.......:.......:.......:_......:.......:.... ...:..... ..:....... :...... .....:....... ........ ............... ......: @ @... :... .... :...... .:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...............:.......:. ......:..... ..: ..... ........... 6. 133+00 134+00 135+00 136+00 net MBOA �� W . EDNR I A E,M HEATN R EAu ED on. CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DRANK BY: MFM CHED ECKBT: HRL SCALE: HORZ : 11fn' VERT 3RD STREET 132+50 TO STA. 137+00 13 OF 21 8�e + ¢ 300 222 �Q� 312 220 0 1D' 20' 40' PROP. TYPE INLET, I m m m TR SUCTURE - ( <I b STA . Q.n. 0+.]], 14.49' L $ h 20.0] ' 8 $ FL FL � 1500' E. 24' RCP 0 A Irl I gI III 1V O` BANK § IDP OP k T OF 8ANk T(p BANk y 99 15 R 19' PCP 1 R ip'+ Cf BANk b u A - 9'X4' RCB O 0.05X 24' RCP O_ SOX * F Hlb 6 PROP' 21'S2 Li iin 4 3RD STREET =ex -. 24' RGP a O.s PRIVATE UTILITY LINES SHOWN —3RIN _ O OE A. CENTERPONT ENERGY GAS DATE ... ONIEI x ars . u as NOT snow) { Z! TOP v BAN% Y L APPao�[o EOP ATki lE%AS�SM T DAIS Alat I ADEPIXPINO WCWT FAQU7 5 ONLY. ypATUREs .. iM DIX TIAP _ — _ — - - - Zy a CEN1ERPpNT ENERGY SAG UNIC IIIl } b.0_ f • • - - — - - — - - — 1V 9 L - { .Y'f L+ i v tp Qt I G m PROP. TYPE C MH. STRUCTURE I 6TA 140447.76, J.00' l - (S2) I u . o�nERU%Norz YAUD AT nui a R11W. ois 1 F, a n r n I yAq k 8 I RIM - 20.04' + + a EEI R 4.89 E. 24' RCP =� ••• CobbFendley �? R 14.98' W. 24' RCP ��' R�8.2B'S 9'%4'RCB Taxes Registration No 74 m ROP. TYPE C1-RIIET, N 8 Suite 13d30 Northwest Freeway, Suite 1100 w z 3 315 313 311 303 301 1 $ TRUCTURE - (5{) R 210 w Houston, Texas ]]040 Si{ 5§ F § 3 3 § u k e :1 It k 6TA 1{O+Q.26, 14.51' 3 N . 20.OT E, k �I. 15.00' W, 24' RCP y, A ]13462. 32421 fax 713. tB2.3262 w cubbTendley com 3rd STREET CENTERLINE 29........ :...... .:.......:.......:....... :..... ..:... .... :...... .:.......:....... :.......:....... :.......:.......:.......:..... ..:....... :............... :.......:.......:.......: ..: 22 21:.......:.......:.......:.......:.......:.... ... :...... .:.. _... :....... :....... :.......:.......:....... :.......:.. .....:.......: ...... :. .. PROP. TYPE C.1i STRUCTURE='(32)............ ..: zfl .....: ....... :. . 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'O 0.055............................................................................. fl .. .............. .. ... ..............:.... fl fl Z................................................................................. .... .......... ... ............ p .... ..... ........... fl :. ... .... ........_ ..�... ..._. ...... .... ...... ........ .. . IL I 138+00 I 139+00 I I 140+00 141+00 M9.1 io1 e.`.. W 9a,if E,si, : NEAM P LAE E. Swd IR pTr HOL4u CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT DESCRIPTION 3RD STREET STA. 137+00 TO STA. 141+50 SHEET 14 DE 21 ±a I+ e e e S ¢ 218 k R R 216 IN I� .F N =9 a 215 " I=R 2W R R g MO MMIN p1w. PROP. 466.08 LF "• 46" RCP O 0.101E I _ t iCP M 9ANR -- R.O.W.---'cg-------- ggA�} to Q g 204 g 200 120 + _ x b e g .• 118 1 Cy NI S I m m 0 1u ' 20 W 40' jl PROP. TYPE C MH, SIRUCNRE - (31) I m $ �� STA - 145+33.62. 7.00' L $ Is RIM E I $ R = 10.5i N, JO" R R t• PROP. TYPE A -INLET, CP - 16.17' E. 24" R sTRUCNRE - (53) FL - 16.23' W, 24" RCP R - 9.07' S 45" RCP c" m I yvy TT STA 33.95, 20.5Y L FIN 1.27 R 16-V 24- —AM_ ITT y s _—_ _ Z2 -`io _ TOP pP 9ANR — SREI P�PE/a� I am 146) i 3RD STREET PROP 13.s7 PROP. TYPE A-INIET, �drzx .RFL STRUCTURE - 7' R PROP. R6 6 S 145 WRIM. 19.97' R / ^ 24" RCP 0.50>< RIM a ' gyy v 18.3p' W. 24" R tl •.� A� sTME 91xMW'YNO I "w4 yp Imo s +POSED FIRE =� 201 nl A/% I 125 STATION �I "Br OTHERS NIC" It r✓-II j� m W 3rd STREET CENTERLINE 211. :...:...... .:.......:....... :....... :....... :....... :...... .:....... :::....... :....... :..... 26 :...:..._ _:.......:.......:.......:.......:.......:.......:.......:. ... .... .... ...:....... ................. ..:........ ........ ....... ............................. . .... g 29 ....................................................................................... . ....................:.......... . .PROP.�TIPE �O H; LORE S13+3 Z8.:... :... .... :....... :....... :....... :.......:.......:.......:.......:.......:. S. ..................sU... 43+33. ........: ........... 1 u 25.:...:...... .:.......:....... :.......:.......:.......:.......:.......:.......:. .... ........;.......:.._.... ............ .FLv'10.6TRN,:M-R ........ ......:...... `s 2d 21 :...:...... :....... :....... :.......:....... :....... :....... ..._.... 4. ......... ......: .... ......... :.. .......STING ....... :. CENTMUNE ...... ... V. N1 STA 144+7&61 a :24" "21.6j' .......IV,..... 23.:...:....... :.... ...:.......:.......:....... :.......:....... :.......:...... EXISTING .W. CL EI.Eit : S, 48' RCP Oi...... .. . ..... .... 24 ZZ :...:..... ................................................................ NE LINE.' ... ...... :.............. .....a d Z1 21 ......-. - - _ _ _ ... . .... : .....0.251E . . ...:....... ZL »::...:. _.....:.......:.......:.......:.......:.......:.......:.......:. ....:.......:.......:.. ....:. ....... zu )a . ... .. .....:.......:... >a >z .. _ _ . .... m m ... ... iz m............................................:.......:.......:.......:.. .... .....:.......... ....: ............................... m � >f T1 u :...:.......:.......:... .. ..:.......:. .. ... ......................................:... Tz ....... ................................:............P.ROP...466 48RP 0 0.101E ............. ..............::...... ......... : ..... ...........II IL i... ..:....... .:..............:..............: .:................ ... .... 14 fl. ....................................................... ..........:....... :. .. .. ..: Q Z:...:.......... .................................. .. ..... .................... _ _.................................:. 142+00 143+00 144+00 145+00 /' -'4 CENIERPOINT ENERGY GAS OA c (EMIFx ars. ux[s Not sNo No APHiOLEo rOs AT"T TEXAS NHSfl44WN0 GYgV!'MLY nq.r luPfs " FAWNs YAIA F. ME KM t "CobbFendley Texas Registration No. 274 13430 NMfhwest Freeway, Suite 1100 Houston, Texas 77NO 713.462.32421 fax 713, 6 3262 www.mbp(eryley.Win CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET STA. 141+50 TO STA. 146+00 i All _ gRCP. TYPE A(51) . UCTURE (51) .76, .62' 20IUIF = 1.13'0 RIM PROP. = 16.00' E.24' RCP 0 05 - 24' RCP .501E of x IN Y v 14 q0 t4a+o0 PROP. 2Zs7 EF PROP. 166.13 1 a 24' RCP O 2: e 30' RaIR 00.171E 7 211� E O.W. Yoo 4EEEx�c PROP. A -INLET. % r o,•, u. rm STRUCNRE - (50) PROPYTYPE STRUCTURE - (30�V STA - 146+99.56. 15.36' R STA 146+99.94, 7.D0 L $ RIM - 21.DY RIM20.67' + R - 16.00' le. 24' RCP R - 15.89' E. 24' RCP PROPOSED FIRE R - 15.93' W, 24' RCP F STATION I R - 10.86' S. 30' RCP w "BY OTHERS NIC" 113 109 C y b e = 3rd STREET CENTERLINE In ONE STORY I $¢ $ .................... ..............PROP: 1WE:C MH; STRUCTURE'='(3�' _........ _...:.. _. _. _... 21 21 $.......................................9TA-- 146+99.94. 7.00'.L..............:.......:.......:....... :....... :....... :.. ...: 2fl + ..... . .24..RC......... ........:... ................... .......... ...... Z2flZIE ...... :....... w. .......... : ..... ............. E ..:....... .... ....... ...........:....... .........- .............. 2fl .............. Z! :.... ............10.66'.5, .30' RCP.............. PROPOSED . .:... EXISTING ._..... .. ....:.. �... ...... 24 n .. .... ... u a�...... ..... ........ ........ ......:..... ..:. ......:... : CENIERIJIE ...... .. .......... PN. SEA e.N7+DODO...... ... CENTERLINE......... . .. Q ............................................ ........ ......: zz 20......:........ .... ...... .....:..... .... ....... ..... ..............: .. .......:....... ...... 20 11L :.... _ .:.......:.......:.. ....:............:.......:....... :....... :...... .:....... :....... :....... :....... :....... : 1s 1a :............ .. ... ... .. a 1Z ... ..:. '..... .... .. .... Q .:. .... : Lz 1fl ..... .. .... _ .... i$ 1fl:.......:.......: ....... :....................:....... :.......:.......:.......:.......: .... ...:....... : ........ 1s 1! :.......:.......:.......: .......... . ..... . >s u ..... u ... _ _..... ..... _.... _. ... ..... 12 30'RCP 00.17E .....: 11 ID .. ........ ..... ......... _..___ ....: ...:.. .:.... ... ._..:. ... .: ... _ :....... .......: 14 fl:. ..... ......:....... ...'._.___ ....:.......:.. ....:. ... ..._.. .:........ ........ ....: 4 fl:.......:.......:.... ... :..............:.......:.......:.......:...... .:.......:..................... ..:. _....:... ....: fl fl:..... ..:.......:.... 5 ... .......:. .. _ ..:.......:.......:.......:... .... :.... ... :.......... .......... ..:....... :....... : 6. 5 147+00 148+00 lMLy ti YM�Yi[ R .SN]> I �1 0 10i 200, - 40' I �I i So+oD ONE SYMI SNEE1 W. 91MPNO Y I� CENTERPONT ENERGY GAS DAZE (ENTEX SERNCE uNES NOT S iRiN) ASRRO.ED rOx AT&T TE%A SgT DATE IIMERCA WNO CONDUIT iN4u SOXY. SIGNATURES w FOR ME YEAR CENTERPOINT ENERGY ELECTRIC DA' RO oO CNEY FOR EROSRNG uNp RMt No OUET "IT NERMy OTE9 u_ P Tv_ _ X. •: CobbFendley .• Taxes Registration No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713 4OZ3242 11. 713.462.3262 www. cobWerTlley.com e`.aa�y daEiaU e.:. Z 'I, RE Seep 2 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET 1 "+00 TO STA. 146+00 SHEET 16 GE 21 I I I I HI $ PROP. JUNCTION STRUCTURE - (a.) I I STA - 201#37.70. 27.82' L s M - 10.26' a- 1.98' E. r%6' ROD IT.- 1.68' Se. r%s' RCB I I I - III y M 9 * ; 1+00 201+00 202#00 O 203#00 204#00 .'-..i .swn� • iM Cf BNM e s'vx PRIVATE UTILITY LINES SHOWN 24. At, NT PpNi CNGAS 0/aE uN (Exit. 9MR uMS CY Net GA � I -.-AT&T ro I /ws) i au 5[s wi. DATE sa.nas vun rw wE x.x I I I I I CENTERPONT ENERDY ELECTRC DATE LA...oxs Eu amaxc uE oucvrci wuss on.R.s[ xD1Eo. N.o Als 1wE v 1¢vi. DxAn " E to re CobbFendley �,. pep I e Texas ReVs1ration No. 274 A H 3430 1Nor8lw.st Freeway. Suite 1100 IPr k Q Q i Houston. Texas 77040 713.482.3242I t. 713.462.3282 I tl d I I I I I wwN.00bwendey.m H STREET CENTERLINE 2R................. ....... ...... .................. ...... ..................... ............................. ..................................................# a� ....................... m 19. :.......:.......: �..... :....... ..... ...: 18 PROP. JONCRON STRUCTURE - (H) wf .............:.......:.......;.......:...............:.......:.< f ]A ........................................................:STA'� LZ:.......:.............................:.......:...... 201,37.70. 27.82 L......;........ ...........:. .... PROPOSE. D ., LZ M_.1D.Ea'........................ ....... ................................. ............... ........ ..r N .... CENTERLINE )$:.......:.......:.......:.......:.......:.......:....... PL �.1.98'.E.7,'%S'RCB:.......:..............................CUSTWL....:.......:.............. ....... :.Q ........... 16 IS:...................................................... Sw, ]'%S' RCB ................................................. . �CEN LERLINC ..........:........._ if 11 _ _ _ _ _ _: It .....� ... ....... . ................. ... .............. ........................ .... .. ..... ...... ............. ....... ................................... .....................:...... ....... .............................. ................................................ ..... ..............:.......:...... ..: 12 ...... a:.......:...L ....:.......:.......:.......:.......:.... ..: ......:.......:.......:.......:.......:.......................:.......:.......:.......:.......:.......................... IL a :.......... 6 IL......:....\ :...... .....:...... ..... ..... ......................... e S:.......:....... �. .... .......:.......:.......:.... PROP. 82.38 LIF ..: ......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:..PRDP. . '.Sa. �...:.......:...........: S 4 :.......:.......:..... ..... ... ............................................... .......:.......:...... ..... ..... .v.7'%S'ALB o O.OS><. :.......:.......:...rxs: 4 1 :.......:.......:... .. ............................ ..: ..............:.......:.......:.......:.......:.......:.......:.......:.......:...... ..... ....... ..... ......... 1 2 :.......:.......:... 1... ...............:. 2 6 ..... ...... ............. ..... ..... ..... ......:.......:....... ..... ............. ............... ......:...... ..................... ................. 4 1:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.. .... ................. 1 1:.......:.......:.......:.......:.......:.......:.......:.......:.. .. ...:.......:.......:.. ... .............:..... . Z } .... =1 =.:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:.......:...... ................. : =1 201+00 202+00 203+00 204+00 eneaf REiEW Eeyi�: MAM R.: w qnx: P X11) CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT NO: 1212-026-01 DRAM BY: MGM MECKED BY: HRL SCALE: HORI : 1-.on' VERT H STREET 200+00 TO STA. 204+50 of 21 2 coxes.. PA— I� L — _ 205+00 — _ -"• nsn-`• . sAH TW e' BM K 1+ d g li b 3 I IGR� I 8T LPRW tu ON SMMIUR — Fy61 0 I" 1" 40' 0.0. 26.34' L, 4W RCP . Y%5 RCB .W 2W+00 m � 1 m 6 jlll�_1 �g 20]�+00 0 3 208N +00 2091� ry IF (p i0P LF BANN ...p.� '� i{Ip BWK N o f new lz 9 HI �m I H H ;^ STREET CENTERLINE _....--._....- .___ .... _.. _ ... ..._... _ 2Q la :...: :.. PROP JUNCTION STRUCNRE (]6) ry .... ..: .._.. ..... ... s ... _ . - STA J 206f20:23. 26.34'.E.... ....... ....... ........... .... .: ...... - : : ..... .: ..... 16 :.. ... .. ..... W�W _ ... MM �. 11.51' EL — A22' E. 4B� RCP <>. .. ...... .. ..... .. .. 7. 12 .. J& - ... ... .. p .. .: .FL 2.22 W, 7X5' RCB 5 �. NMlJN ❑e G" .. .... �UTERLME .. .. .. .. ... . .. .. la .... . —_ — . r .�_... .. .. — ... .—_0.275 777 M 1!. ..........- .............. ...............:.............. ..... ..... :. ... .................... ...... ..... ...... ... ............... ..... ...... .............. 11 LS:...:.... ...:... _..:........... ....:....... :....... :.......:.. ..... ..... ..:, .....:.......:.......:.. ... ..:.......:.......: ..... 11 :...:...............:............... :............... : m .. :_.. ..: _ . ... . _.. . m . . . ........................ IL....................... ........ ......:....... :....... :..... a z......... .. ........ ................... . ... a :.. ...:... . .:. _ .... ....... :.. ..... ... -PROP. MI. 6, .......... a ........ .. fl ... ................................................... ....... ........ ............... 1.................................. ......................... .........'............ ...:.......:......,:.......... .....:.......:.......:.......... .....:...... .:.......: ...... .:.......: L Q:.. .:..... ..:....... :..............:.......:.......:.......:... ........ ...... ......:...... ....... ..:.......:........ ........ .......:.......: .......:............. ...... .:. ..... .: Q Z:...:.......:.......:.......:.......:.......:.......:.. ..... :.......:.. .....:. .:.. .. .:. .. .. ..:..,....:.. .... .:........ ......:...................... .:. .. .. ..:.......: ..... 1 :...:........ ............ ......... ... d:...:.......:.......................:.......:...............:.......:.......................:.......:.... ...:.. .....:.. .............: ......:...... ..... .:..... ..'.... ...:...... .: 1 205+00 206+00 207+00 208+00 DATE DATE DAIS as CobbFendle Taxes Registrelion No. 274 13430 NorOwesl Freeway, Suite 1100 Houston, Texas 77NO 713.462.3242 1 fax 711A 2.3262 w ,cobDlendley.wm Ln9^ e`aeinv^�MunW.:i HEAM N. ME nE s..x N. uozow oav CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT H STREET A. 204+50 TO STA. 209+00 01 I$ a eew .K a 177 I y II •I ..8 6 I 1 y0 R i? m P 2 4 § P its 3 1 '' Y ayye y yi q 8 w m PROP. TYPE L MH, STRUCTUfL� (75) 3 I g it g • STA - 209+5218. 25.26' 0 i D 20 4' F g M 1289' E0 are 510Rv • Ig N I & PROP. TYPE C STRUCK — (74) EL — 4.54' E, 38' RCP g BRMK IrmDmc g m STA 212+83.11:MH, 28.81' L . 3.55W. 4 ' RCP I I RIM — 1257' '7I 5.04' W. W" RCP— T ram_ iCV Cr B.1NIt TOP rt N 38' RCP • 0.Is% RCB ID ALK 00 210+00 O 11+00 4 212+00 213 000 1 C to C s.vn a,vr D DEWALK T OF BARK PRIVATE UTILITY LINES SHOWN Rv N e Rd ,Y RC➢ •.• j ... ~— (o.T. 9EMNCE uKSRNo, G9ao Ri BATE TOv 0, BARR ,BP OF BANK i Or BARK „ p T AR MO rOR AT&T TE%A5 WdT GATE W RO'® g F _ — — I vaA,iwisNOVAw ronl oKrirtKMs aur. E _ 11 • $ 11l I o �IUll CENNTERPONT ENERGY ELECTRIC OAT' N fF.•J1 < "'lll p N I ( RovtO My roR 1 .wmaxocnoxa;Ro oun..,- rvE550TKR Y ORII. V4� "' g g p m CobbFendley g o r I Texas Regislrstion No. 274 g gyp g b ^y y ^ e A 13430 NOMwes1 Preas Suite 1100 k k � � � b b e zl Houston, Teas e r r g Fp@p K r e 713 4452 3242 I tax 713. 482.3282 P$� t www.co0brarMleY.00,n P 4 P QIN` INITERIM REVIEW vnyb��MEAM 2 -nE •. ONM N2.11 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT uaisnslT.al H STREET 209+00 TO STA. 213+50 SHEET 19 OF 8 � gg LIM L �i i I I I 11 F I a I A 1020' 40' —J R.O.W.L— I—f off eAnK � TOP Of ennx � .Q M TOP ar eAr E I to RLP 19 RCP TOP or envx Q SIDEWALK I _ 1W NOD O IL « 216+00 ll�— — _ _ ib0 O 217+OD TOM Of BANK F D JBAIx( T W I I Ig I I I Ig m a a ai 6$$ 8 = 11b I� N Ike � I A —1 R.D.W. I I I I I • O 8 I I � t • ��K�yy Y MN2 R 6 6 xG 8� x I I CENTERPgNT ENERGY GAS DATE RAM SERNU TINES NOT STOYM) ATIVIA.0 rea AT&T TEXAS 52T DATE .'E3RWNO CONDUIT A. , aVIY. .ANRES VA11O FOR l WAR DP- CENTERPOINT ENERGY ELECTRIC (Aw O uuY FOR CA--D MNOERCNwNo wcr. i..: UNLESS OTHERVAM NOTED. VALID AT TIME Of RENEW On sla CobbFendley Texas Regi"bon No, 274 13430 NoNlwest Freeway, Suite 1100 Houston, Taxes 77UO 713.462.3242I fax 713 162 3262 www.coEDfendIey.com MA E.pNay. HEN N R. 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L0alRVC1mN 1 4n],m0.1] s M,Irea ! mai.a a ae.]el,Y a ealmll a Na.1Y,n s Na11aY i laA0S.11 { la/tat f m,11e.0t { a•,aab ana.aaq..f a 4,.e.1m.. Rv.Oe TtlY 6YOg tl eGl dw,ll IF.mv. PMyI a I.. B V1.n09 a YVlaa..a . ww.w 3 lm.ma 1 ifa,•m.E $ 1Y,mal f z0/2]a.a S 2,b.,BNa 3 2rr 912a ! 0317... a ],m,114. a ]B1R)Wm ! ...Is 01 k2WN+ aLo RmI FpM COST ESTHIAE]KaMcbn&a1BT_& rAuJ IaI 1 d PRJUNCTION A-21 E +03.1 2 0. 15.31LOP. STA' b' RNA = 1252' 8 FL 2.22' S. 10'XB' RCB m 3.16' N, 10'Xr ROD PROP. ]6 LF low RfP . 0.12X gy T N .S. 2.' W 50.13 1+ Y®-1 SYLi 6a3 I $ 2 3 PROP. SER,d A-19 STA 2 24 .W. 11.95 L 13 ' R-3. S, 120' 10'%r RCB _ n - aN. 120' 10'1 RCS —4 A .15 LF _ —_ ,"esA e.'n 'n 4 RIP v !�0 014x Q nC0 1 . S6 L A • E A = 1020 PROP. TYPE CI-1N4ET, 1-41 IT STA 3 04.19, MIND L ' RNA � 1248' RP E. 24' RCP PROP. JUNCTION A-f] STA - 3+04.45, 7.50' L RIM 12.46' 3.29' S. 10'XT RCB PL - &M' E. 24' RCP PL = 3.29' N. 10'XT RCS PROP. NN itiSER - Fl. AA JL3.1 W...24' R(8 STRUIllm a At ® Y A 0- - — - F- PROP. TYPE CI -NET. I-42 Z STA - 3+0056, 1&00' R O Fall � 12.45' II 1013 FIE A.&M' W. 24'1RM 4 m3 Q LL 3RD STREET 4m 10'Xr RCB 0 0.12X TOP Cf BANK— Y 1009 tom 1005 4 u e ^ A C e b b b {MJE 10q' $ $ $ e AI. .D !0M. 21 21 ■____-----_ _____________■ ■____ _____________■ yEMM�UM— II��Is11l11�/1__� 12 4 /////%'///%i %%//////��i%%//:.E•-----_--■_Il1411 OEM ■---..—m 1,� lf�(•I wm//i%=100i:%/ t•t•t•f��L�TLTLTLTLTLTLTLTL�L4IN!•N� ■%/%%/////////%%/////00///%//////U///i%%///%/%�i///////%///////O/U/i%////////%/'////////d/G�, awom///'//�7///�// �� %�//..'//////UM/12/; //////, BENCH MARK AN lINII IS A a- BRASS w4 STAMPED au C X25 0A .. AT NORTH IKDI rnaulACE aono a HOx,AY 1M AND UTE£ C EAR RAYW LOCATCD CN WaN STREAM CWCRETE WAIX CN SWTNEAST CERNER IF Bxax . (NAW 19M 3W1 ADI) PRIVATE UTILITY LINES SHOWN CENTERPOINT ENERGY GAS DATE (CN2x SRI S H NOT SIIpb) ARP /N 1UNCOKD I COITW it fApunE55W r DATE vcNA1DAs NALD m .T rtAx CENTERPOINT ENERGY ELECTRIC DATE (APGROKD CNLY 'Ex MMkG UNDEAWWND DUCTJI DRESS OTN9MSE AI VALO AT THE OT WWA ONI CobbFendley Texas Registrabon No. 274 13430 NoMwest Freeway. Suite 1100 Houston. Texas T 040 34 ]1,32421 fax713.462.3262 www.Go00/en01eI M@N RI .ddna .,Uwm�.... v-w HEATHR -r Dm. CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DRANK BY: MR CHECKED BY: WE SCALE: HERZ : 1'=20- VERT :1'-4' 3RD STREET PLAN & PROFILE STA. 0+50 TO 5+50 0+50 1+00 2+00 3+00 4+W 5+00 5450 SHEET 13 OF PROP TYP1 BB M 3B rOt6 - STA y1,+03 fi00. 3093• D L I. PI } e910 926 ? RIM )L.LLLJ fi k R + B45' N, 27• RCCP 1 _ " 1@c3 9.85• E, 2L' RCPI W E, PROq. 30, LF ry PROP. 31 lF - 24"RCP O O.1J1[ - 2L' RCP O 0.17E m m (n �� 1 PROP. TYPE BB-IM.ET, 1-37 PROP. JUNCBON BOX A-15 STA - 7+33.fi0. 39.OB' L STA . 7.03.90, T W L - _ RIM . 14.SB' q R a 9.W S. 2L• RCP i 920 $ 91A .� FL 9. 2L• O �- . • . p'%Y E- L0 ° TOP a 9 N. 1w aE eANv_� DON - S' SIDEWALK !n W 10'%7' RW O 0.1 ice-: .- WX7' ROB O 0.13E z N 3RD STREET -D W Too or' BANK roG x enNx _ TOP B1 B = LiB' RCP �B' RCG — e' R R ts' Z 8 U 5 SIDEWALK - _- - Q RANK — $ TOP 0! TANI, ROP. fi' RF1NFpiCm CvIC. H-FF G RWT WITH L' % 12' DURBS R b PROP. LT LF r A 24' RCP O 0.17E 13 A PROP. 98-91L9O IR _ - --- - _ -- _ -- _ _ -_ _ _ _ _ - _ �, a F 7+ STA ]+33.33. 3B.93' R k N PoM . 14.45' _ 6 FL 9.95 S. 24' RCP 8 PROP, 301E 21' RCP O O.ITE 1001 931 923 919 LE PROP. TYPE BB-INT. I-LO W f S L a STA - 7+03.33.SV.05 R jF F- RIMi+r s 14.45 R FL . II N.RW RCP g s n- 9.90' W,lL• RCP s & ae 3RD STREET BENCH MARK R9 IYOXIB S A .' BRASS SsK ST.w CA = AT NORTH BOUND FASNTAQ MPIVAT lb AND IJTRE ®AP BAVIX DORN SDI "OHO 1E WAII(M 5? OF BI1YE (NA'A Issas Xpl AOJ) O G" CORNER * O IL O+ C N Q� scar lno W n LUI —o $ W N - Z W PRIVATE UTILITY LINES SHOWN C) !n -Nyu+n_ CENTERPOINT ENERGY GAS DATE Q cEx2x yNlCl JNss NOT 9A'XN) APPRVKD 1M AThT TE%AS�SWBT DT Y _ Dxo ^NcpwxD mwvrt rAcullEB oaT. w ONE Wu CENTERPOINT ENERGY ELECTRIC OAff 913 '' CobbFendley Texas Registrabon No. 274 13430 Northwest Freeway. Suite 1100 Houston, Texas nO40 713.4W2 32421 fax 713.462. 3262 W *Ns coODfanOley.com MHo TH nyl M avnbwlbK DmNs . N-B NA R Er1L s.1m w CITY CITY OF LA PORTE mNs 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION PROSCT NO: 1212-026-01 DRAWN BY: MS CHECREO BY: HRL SCALE: HORZ : 1'=20- V W :1'=4' 3RD STREET PLAN & PROFILE STA. 5+50 TO 10+00 ♦50 GH00 7+00 0+00 9+00 10+0D O Ui I- 1n W w W Z to J W =N U cQ L l e s^ � a gg F•j PROP HYPE BB-IHIFT, xO STA 11+J3.60, 36 L G c 902 1 O3• K LIJ b B32 §r, e 1 R'w 10.50' N, 24' 71PR� W I . FL - 10.50' E, 24' RCP 624 PROP. 30 tF - 24' lien a o.1� I 2e RCP • DAM PROP. JUIIClION BOIL A-14 I = STA - 11+J3.80, J.50 L PROP. TYPE BB -NET, 1-33 RM - 15.2T STA - 12+0.50. 39.0r L R - 10.32' E, 24' RCP YS F it 0.55' S, 24' RC 1FL V W, 24' RCP B • a �a'm tee° e I TM OF BANK 1CP Cf e<NV 1 tep pr 8.1MK v WOOOO 3RD 022 a SANK 5 TW M BANK ion � BPNu 3 T T6 Or B/.NA ORT57.6 REMFCED GONGPLAITWITH47 % 12'CURBSTARY- (5 OETAL ON SH %%) 4 PROP*v-4'7CLF e 1,. �J .• 2e RCP • 0.17% . PROP.TYPE BB -INLET. 1-38 I " m 6 PROP. TYPE BB -NET. 1-33 :- 6 STA - 12+03.33. 38.92' R 4 '1 STA'- 11+73.33, 39.07' R 96 RIM - 13.13' BOY - 15 is, � LLI R - 10.65' S. 24' RCP FL - 10.80: N. 24' REP ' L 1 � FL-10.50W. 24' RCP PROP. 30 LF 11 R09 901 - 24. RCP O Q1}}JJi 611 p90J - YY Rc .1 g Y n n 3RD STREET -7] 0 ; + _ r VROP MH PoSER'. O � h aw NW • m- w 1n R $ =w � U c\ G 60] 24 ia , a ���n�N�1�J������111��12 14 ��■lam // '/////////////'/////////////•//////�/H/iI/%�G.:S:C'S'.^H/oo////i//d��i L cviii mH..lorriiii inusiz:ravHin::..:::.:%iHmioie%Hiiiiiii//i %dyrs : ■■■■�.�.-.-�•IF■■■!!!��i�_�■C■I�lIII■■fie■�_■ ��■■ ■ ■ 0-4 10+00 11+OD 12+0D 13+00 14+00 1H50 BENCH MARK a amx9 Is A a'�a�s omr srrN —<tA �, 0 tGAIE: Pap CENTERPOINT ENERGY GAS O�TE (ENIF% SFRVR£ IMS NOi 9qW) v.D .d AT&T ENAS/SNHT DAZE u1QEMFp1N0 CMWll ACJu11E56M1v. .Al S vAtm FOR ONE YEAR CENTERPOINT ENERGY ELECTRIC DATE wR0K0 aN.. ron womNc uuAT E WE OF D wcnr[s r4Lss O1NEx•sE xotm. VALID A L or Rcv4w oxty) • `CobbFendley •• Texas Reglstraaon NO. 274 13430 NORh NeSl Freeway, Suite 110 Houston, Terns nMD 713 462.32421 fax 713.462.3262 www.cODD(eMley.cOm P,vn�: EATN R nL D.I. 0.2 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT NO: 1212-026-01 DRANK BY: TDB CHECKED BY: HRL _ SCALE: HERZ : t'=20- VERY :1'=4' 3RD STREET PLAN & PRORLE STA.10+00 TO 14+50 SHEET 15 OF 21 0 Ln d N i` a I W (nLEI W (1) _ oav zW J U� H 804 T • i PROP. 1YPE BB INLET, 1-30 ? I a STA - 16+38.82, 40.07' L RIM - 1435' �t R 9.88' 94024' RCP Se R- an"E, 24' RCDb 2222 LLJ W PROP. 33 V 24' RCP 00.17x 19� F- U) PROP. JUNCTION BOX. A-13 STA - 15+3B82, RIM R- 4.93'S 9'%A'124 FL - 9.82' W, 24' RCP R - 9.65' E. 24' PCP R . 3.93• N, 96' RCP ,�{^�J T -F 11", C @ c _ q E R eta A 720 N t i - o 716 PROP. JUNCTION BOX. STRUCTURE - (482) RCR O 0.17x STA - 18+76.21, 7.56 L RI11 18.39' PROP. TYPE L BB-640.1 R - 4.22 S, 96' RCP STA - 16+]0.48, 40.18' L R - 4.22' N, 96' RCP I RIM 14.45' R s 9.95' S, 24' RCP � I LJ� - _ PROP. 237 LF - 95' RCP O 0.12fi is so 3RD STREET 8 Top F eA [ _ _ - � r� 1 ©i(n [ CP •_=�` .. * _--_ ........... ... _� _ 1—_ _ —_ _. - mar � e X 12r_B PWT MTN 4' - CURBS �148 C) - 24' RCP O O.In PROP. TYPE BB -INLET, I-32 STA I6+3B.2S 40.04' R R1215' RROP. TYPE BB -WET. 1-31 R - 9.73' N. 24' RCP N. { STA - 16+7B.39, WE03' R Eu RXI - 14.3' FL - 9.73' W. 24' RCP o W 'a R - 9.W S. 2O REP B05 803 ROt W €� 731 721 �� PROP 40 LF a a 3RD STREET 7 m-_ Ia' ESP..».... ����9: r / • ���§4I %////�%%9// i.//I//i%A//H��. %/O/:91d U/.�////Y/r.6'////////Y//////////nY////////////i.%////////////.%///Y/�.�S$7�71�7ii7//////7.%////'/% _ .--------Noisome == mm--mm BENCH MARK {BW➢0L RY A'a00]5 IS � 4' BRA$$ d$N SiIL .� .vuz ,m CENTERPONT ENERGY —GAS DATE MTRot£D VWERLRWFNMO LAT&i T 2. DATE .SGkATJKS Rum FOR ONc YEAR CENTERPOINT ENERGY ELECTRIC DATE (AN,:N WY rM CRoSsNG VNDSNsNWND DVCRINES YNF4 OTCRY No. AID AT .1 OF RENEW ME1'. oill° CobbFendley Texas Registration No 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 77040 713 452.32421 fax 713.462.3262 www.coEbfenOley.corn M9M tiai� a P�I— uo. E�aNr. HEATH n sao 102941 Dela:R 2O17 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 14+50 TO 19+00 14+30 15+00 16+00 17+00 18+00 19+00 A 9 :. ]t'1 96 B 704 ` ]02 F lCy 6 626 C fi20 h ;yl I p - y a PiiOP. TYPE 63-M(ET. 1-26 �� ¢ J4s2) w b - STA - 21+IMSI. WAS L y / std RIM 17.70' I�i / m'a • PROP. b LF R 13.15' N. 24' RCP 24' RCP • 0.1 T>< R-1RCP 6 115'E, 24' (n IS.- $ . TYPE BB -ET. 1-25 PROPM PROP. 31 IF 4 (y STA - 21+43.61, 39.08' L PROP. JUNCRON BOX STRUCTURE - (48J) 2P RCP • Qll1E a PoY - 17J0' STA - n+48.61, 7.50' L PROP. JUNCTION BOX A-12 \ EL 1J.20' S 2i RCP RIY - 1880' STA - ?t+13.61, 7.50' L R 4.68' S 96' RCP - RIM - 1807* I x I FL - 4.68' N. 96' RCP R - 4.49' S. 96' $ A 13.10' W. 24 ^y'Y Q • 1 euNn'. $ h- A.49'.. 98' RCPk S a O + L� _. } g . 6' RFINPORCEO GONG. • • PWT N1TN A' X 12' gMlBS my or enrvx • 8 leRCP.5 R 5' ecv R F-- _ - _ _ — - - _ _ - — _ _ PROP. - (W PROP. 237 IF 2 lF _ OAIX 96' RCP O O.Ofl[ W V) z STREET R $ w3RD = W roa cE eANx _ TOPw axxx �P a eANx U tom TW w eArN p SIOEW R te' ace e' L '.DP OF SANK � !� DR aexx } TOP OF anrvx ` 4 rGe GT enxY OP G F � v'y `✓ 4✓' 4�' PIIOP. 17 lF - 24' RCP • 0.1714 h PROP. TYPPT BB-IN.ET, I-28 PROP. TYPE BB -WEFT. 1-27 STA - 21413.34, 3B.0T R _ ` y �` S}A - 21+43.34, 38.9S R NMI - mar I RIM - I&W R I$.45' N. 2i RCP R - 13.W S, 24' RCP R 13.45' W. 24' RCP, } W PROP. 30 LF 707 701 I - 24' RC@20 0.In 625 621 9 x 4' U) b J L 6 6 6 vL 1 3RD STREET7 24 u mmmm®=mmmmis mjLr., 14 12 10 rwr�l �1■����� . . Mimm s W%%%%////%%////.�1 IN ��% �� ■�IC�O��� l ��� E ����■ ==Mimi ■■■■ ////////////,'%Q//////,L10,//"%//////,4'%./.0//1%%i%////////////,%/////////.%/rYH%%%%%//.%%%%%%%%/////.%////////////.'/H/G_'%//////.f9.f4.BY////H////%✓////////////!/H/////////%/H/////i//////,/ii//////////.%/////////s'.PaBwrw%acw///o//i"z_%m. ---------------------I BENCH MARK _IBF.CBYMIWI RM /2M2] IS A 4- MAR III STAN ON ®PIXZ At NORM ... fAMTAGI HGH%AY 1M AND uT11F CEDAR BAlpl WAN STREAM CONCRETE WAx ON SOU OF BRIDGE. (MAW leas. 2..1J) NT IA. uIN NO, c9iO6A16 DATE APPROYLG RER AT&T TExASW6T DATE uxCERcxaxs caxoun lAClu s WLY. S.NPI Ma VALID 1. . YLAR CENTERPONT ENERGY ELECTRIC GATE UNXSSS ODTEPrZ M� VALoxATTTMEOF RE�W ON,Y; • CobbFendley •• Texas RegisiroBOn N0. 274 l WI0 Northwest Freeway. Suite 1100 HWSton. Texas n040 713.482. 3242 1 fax 713.462 3262 www.cobb dley. com M I��R a ATM RL on" b OBEY CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 19+00 TO 23+50 19+00 20+00 21+W zz= 23+00 —60 BENCH MARK 0 Lo 17 N Q F- (f) LLI Z J S U f— Q PROP. TYPE2% FT, I=22 9 I I 5 e 5 STA — 20+U83.SI.61, 38.94' c+p GW a BE01 1— — [{ @� � W WD�le'IL z 4 51a F a 514 C 512 k 4 e 3RD STREET N F— LA LI.I Fn w W In 2.4 20 ■ ■■■r■■■■■■■■III■■■■■■■■■■ o ■■��■■■■■■■■I��■■■■■■■■■■ . ■■■■■■■■■■■■r■■■■■■■■■■ 0■■■■■■■■■■■■■■■■■■■■■■■ . ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ 23+00 26+00 _ _ — _ 27+00 2 OD m 4fN4:f�m �� PRIVATE UTILITY LINES SHOWN (Ex2x RR WE ENERGY sN ) oAiE AAmR rM AT&T TExA�sMOr DAMVIQEIICRe1M MiWR lAgll S " YONNRS vµl� RCP Oi[ KK CENTERPOINT ENERGY ELECTRIC DAM (AVVRV\io ovLv Rw CRmasrry uAn o VNf55 OINERM¢ MIEL, V.LLIO ATT 11 M REN1EWI..L dLl) •� CobbFendley .. Texas Reglstra4on No. 2]4 13430 Na esl Freeway. Suite 1100 Houston. Texas 77040 713.4 2.32421 tan 713.462.3202 wx„x.ImbE Wley.can .�: NEATR a tnE E, eR�ol 029.4 ryC %Of A CITY OF LA PORTE *R 1� 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 23+50 TO 28+00 23+50 24+00 e I M sae .x 4 5Ia PROP. AINC`RM BO%, A -ID STA _ 28+19.31. 1.50' L Y . 1891' R . 8.69' S, Can«eta Plp• O 04DO N Q � — F W N W 2 W N - zw J W C) (n T H- Ci0r pF' apxx�— L I Y^ oCw A BB03. I-18 p �y� 50T1T� A . 30+55.03, 43.05' L RN. RCP R . 1J.50 N..24'' RCP R _ 1]50' E.24' RCP PROP. W V . 24'RCP • 0.17i PROP. 3JNCnON BOC A-9 STA 30+55.0, 7.50' L R _ B.J1' S. WRCP I RCP bi I a W E 016 0 H- 1 (n I PROP. 28 U . 24' RCP • 0.17 9 PROP. TYPE BB -INLET, I-17 • STA _ 3D+83.4R, 43.0W L m . 1805' FL _ 13.55' S. 24' RCP R=13.12' E.24'REP I ] R _ 13.44' W, 24' RCP _R . 1.33' N, 12" RCP 6 — _ -♦ - O 8' REWORCEO CONE. E Ifi rov « eArvx . Tee « BAxx PW NTH 4' X Ir C1818S V .�, + Taa OF a<xx 86 �y « - N -- n O _. S SIOEY 509 501 511 8 g .. k 505 Be 9L @ 6 0 N p CP noe H W (n W --- --- --m_g_ W(n 3RD STREET 3S $ z w roc of Barvx p Toe « axrvx Tor Br BAxx = W U OP OFANx I2' RCv i Q j (x`\or OF Bnxx ]' NgOG FENCC � 3 PROP' 47 0. lF I PRDP. TYPE BB -INLET, I-19 . M' RCP • O. 20 • STA - X 82.88. 39.82' R PROP. TYPE B . INLET, I0' R I RIM = 1T.T9' STA 30+54.83, 39.90' R I H R = 13.25' S. 24' RCP RW _,T 19' w R 1,31.�9p N, 24' RCP W PROP. 28 LF R i3.i8' W. 24' RCP } I 24' RCP •b.111E le t • I 3RD-STREET - '////////■�%///////%%//////////%////////// % ././,' S%///.1//////.////////.G.a//..il/i.'/////.Y////i.%/.1.a7///////.//.9//G !/0//r.P/.U//.%YiY////lr///iti//iiiiiiieU/.«,...._ -,:o..viz.-.r „ri...om, ov....,,v........,---- -_._,.,:. REMEM -'t---__ M _-_■■MMMM_--_M' N or ..________. _�.. -..._..___....._....�.__...__„_..,..._.., INS-------_ . NOW —MM -----__�__---__--■ ---------------------■ ----___—_-- ----_---_IMMMEMEEEMMMMMMENM _. N ON ME BENCH MARK CENTERPOINT FNEnY GAS DAZE (ENT X SERNCE LABS NOT SHORN) u A.D HUB AThT TE%AS SSBT DATE U10ERppINtl C IT E .1 9 AN ES VAIN Eq RNE . CENTERPOINT ENERGY ELECTRIC I!WTF Y�sS OThRWY NOIEO. YAO EMI CobbFendley u Texas Reglstrapon No. 214 1343E Northwest Freeway, Suite 110E Houston, Texas 1104E 713 462.32421 fax 713.462 3262 www.coEbfenOley.com M6.1Rc •m...� NeW1 lFR1 M b pM v. sq M OVELsRn R CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT ;UE I DATE I DESCRIPTION DRAWN BY: TOR CHECKED BY: HRL SCALE: HOR2 1'=20' NERT :1'=4' 3RD STREET PLAN & PROFILE STA. 28+00 TO 32+50 2b,00 29+00 30+00 31+0D 32+00 32+50 a i BENCH MARK -, F= ^ j PROP. T1PE BB MIST, 1 14 i I e STA >• 15f23.81. 3B.Y9' L e e I ffllBC.r R 15.15'2 R1N, 419R'COP, 1 x E W a IS A r BRASS I V. 402 R 15.13' \ W @ R 322 319 M bNPT AT WDH BpMlp A TAO m.0 rnR� _AW UTi E MAMwAm I I 3RD STREET 28 26 24 ON 22 20 18 16 14 � :i_li iiiiu.�...Ys••s^..:::. ii�niii�//�/.������m//-t7/9//////.R.'/d///////////,////////////%.�iiini.Yxii.�...�......._:. L ' ■_- ---____--- �_ -- 32+W 3 w 34+00 3s+oD 37,00 FRIVAiL U➢LITY LINES SHOWN _ 6ENTERPONT ENERGY GAS DATE (EN1EY SFRNtt IIKS NOi 410NN) _v,., „W crosurt AThT TE%AS/SVT DAM a D rM.vun s avv. .., ,sF,S V.LLp rC/i p1L R4+ RPONT ENERGY ELECTRIC DATE 'D a Y r w NG UNO Rrn ND DUCT Ncz .QE`: OIIENMEE NORD. V.LLID Ai TYE OE PENE11 �L�'i :: CobbFendley Texas ReglslraROn No. 274 13430 NOLNweSt Freeway, Swte 11D0 Houston, Texas n040 7134 232421 fax 713.4W23M www.cobbtendi" eOm EnBInRr. NEAM R LNF IE..INa:ID M NOKYWA ]D 3 /pF p LA A CITY OF LA PORTE ,vA>' 3RD STREET PAVING AND DRAINAGE PROJECT CHECKED BY: HRL SCALE: HORZ : 1b20' VERT :1'=4' 3RD STREET PLAN & PROFILE STA. 32+50 TO 37+00 SHEET 20 OF 21 1 t Q Q 312 PROP. TYPE C MN. A-6 STA - 37+5&61. 7.60 L - =51' E. - &2Y N. 72" RCP R - 6.2P S. 72' RW OO 5 _C 6 + a MQ N w I or .n Q F F L+1 N = Z J Lv = W W ST90E " 315 313 a b .. _ N. F- PIIW. fyK 6&-INtf�,I-ttl %2' -� 61' • QQ W Li 222 STA - 39+93.62, L am HIM - '20.W cy R - 15.95' N. 24' RCP l� N PROP. 30 LF FL - 15.96 E, 24' RCP .- 24' RCP O 0.171< PRDP. 31.42 LF 3 ss m P ROP. TYPE W-INEET, 1-9 - 24' RCP O 117S m - m ' STA - 40+23.62. 39.06' L YPE PROP. TC W. A-5 b k ` M 20.50' STA - 39+93.62. 7.50' L W ROW R - 18.00' S. 2e RCP RIM - 20.50' R - 10.40' N. 46" R R - 14.57' E. 2P RCP- R - 15.90' W. 24' RCP e R - &40' S. )2' RCP i . 6' REINFORCED CON11 _ - P`MT WITH 4' x 12" CURBS lW CF eANN TOP 6 8P,, oP RNrry _ ♦ 9KVY.M ._. � IB'RCe _ - - c nne.v.,v 3RD STREET 48" — — — 1w aF e.nx = s 2 E — — FlRW. TYPE BB-NLET. 1-11 'W m STA - 40+23.35. 3&92' R LF mm - 20.20' 1 O 179 $ R-14.70'S, 24' RCP pe E W PROP. 30 LF S R G' W y - w 24' R W O O.17S 311 aw am E E EPRW. TYPE M3—INLET, 112 (n y STA — 39+9j.35. 39.OB' R O /1L 1 i b b PoM - 17.0YJ D] k) E _ R - 14.55' N. 24' RCP R - 14.65' W, 24" RCP �l 3RD STREET O + } N N Q H- e F W (n W m_a W (n $ Z J W = W U U) F Q "s M e 219 - ■24 ■■■■■■■■■■■■■■■■■■■■■■■ 22 20 Is ■■■ MEMEM■■■■■■■■INI■■INUM■■MI■ 16 %o//////H%'//O///////ti'//////////. Y/////a///��//////�H�':////�///% /a//.d////1.%im�iy//�gnv�/i/mg �5�%//�/!� 1//////fig/hH///gam//7'////./ %//A'i::;m::%S;W � %"/.:Y.:::Y///N.:Y:::.':1:::.�.T:::Y//////::GY:.///////.::::YiYJ/lisi::Y///m"iiii"i///////iiiii.: H i. ■■�■��■■■■■■■■■■■■�I�1■■■�■1214 0// IMNIMENEEMEME ■■■■■■■■■■■■■■■oWI■■■■■■■ R ■■■■■■■■■■■■■■■��■■■■■■■ BENCH MARK tvu.Rx NION.,IM Ru �21 15 . 4- ERAZ DW STAY w ar NOIIM BWW fA(MTMZ 4L� lWl:Tam (E"RX RSw OE UNOS5INOT 9qW) DALE N ROWD F AT&T 1E%A9 SgT DATE �ONOUIT J. S."x E9NVALOO FM"1gM OILY. TFRPOINT ENERGY ELECTRIC DATE ^KO MY NI LR059NO IICEA(AUMO PKRRls i % NOTED. v.40 T TYE OE IRNFI d4T1 •. ° CobbFendley Texas Regsvanon No. 2]4 13430 NUr1 est Fr sy. SI 1100 Houston. Taus T1040 713 462.3242 11. 713 462.3262 W W W.wbMMley.wm eeeFM wINI E,gFw'. HEATH N. -ttE' 1.E..1 N.. O)eN ..I. mom ]. CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT DRAWN 3RD STREET PLAN & PROME STA. 37+00 TO 41+50 37+00 36+00 39+00 40+00 41+00 41+W o e 218 p 216 s� 206 B PROP. TYPE C MR. A-4 STA 42+25.82 7.50' L RIM - 21.OB' R . 10.71' N. 48' RCP R . 10.71' S. 46' RCP + N." - Q Ld V) W N = W co42+00 z — ~ J Li = W -, U PROP. 233 LF /- 48' RCP O 0.13E y � a tl'., 2p4 200 a PROP tt E BB -INLET, 1-6 STA 44+60.03, 42B8' L RIM . Wm, R = 15.85' N. 24' RCP �:e I FL = 1&65' E. 24' RCP _m 1 PROP. 35 F 24' RCP O 0.17E PROP. TYPE C W. A-3 STA . 44+BD.03, J.50' L RDA . 20.29' R . 1i54' E. 24 1SS9 N. 24' RCP FL 11.01' S. 48' RCP 6 � 1ON v eANx Q - PROP. 6 RpNFORCED CONC~ .- \ PVYT Y4TH 4' Y 12' WRBS =5' SIDEWALrc _yam \ y 3nM1k 3RD STREET r y PROP. 30 LF - 2C RCP O 0.17 j �L PROP. TYPE BB -INLET, 1-5 �(n STA 44+89.69, 4294' L RIM . 20.20' MM= Q 3 15.70' S. 24'RCP 60' ROW PROP. TYPE A -INLET. 1-3 STA - 45+33.86, 1349' L T/G - 20.39' I 14.98' E. 24' RCP B 5 0 / PROP. 74 LF LF \ II 39' RCP a o, p 46+00 _ — PROP. I. / X -24'RW • LODE W 2 m_� obi --"s- z IW U `PROP-95 -36'RD.1 EP eE R' � CONCRETPANNG cQ —PRO.TYPE C YN, 2 PROP. 47 9 . - 24' RCP O 0.17E I I RM . 20.40S�.-!"SO`0 RW 0' PROP. TYPE BB -INLET, 1-8 1208' S. 36' RW STA . 44+60.25, 39.08' R FL i 14.92' W, 24' RCP RIM = 20.W' F- R 1 14.TY E. 24' RCP FL . ti62 N, 24' RCP'' 1 W R i 1201' N. 38' RCP R 1i62' W, 24' RCP + W vR MEG RNE STATION x15 2p, A PROP, TYPE BB -INLET, 1-] BY OMENS Nlc' (n SFA 4H96.93, ]9.]8' R PE A-M . 1-4 a ` - RIM 20.18' Sr,EA 46+ W, 14.SC R _� 37 LF Q R . 15.86' S 24' RCP TAG = =41' r A Z A G a 24' RCP a 0.17E I i1J = 14.99' W, 24' R� 3RD STREET JI U J 1 RC-C- 1 IJCIV I LF\LII'4L ■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■ L �� �!w1���� b�le>��1FSI�•13�.�e�• III■■■■f111®■ 4iN:� � ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ BENCH MARK BEt101Y4B63tlEG"N"I RN 4DRWR5 IS A 4' B h9[ STMiEp FIN QW2' OR . AT T. &UN, FRMTAOC ROAD OF wb1T/Ar 1. AND UTT£ CEDAR BAYOU LOCATED W DON, STREAK CONCRETE wAIX CH SOUTHEAST GORNER OF N (NAw Im XXD AI �.FEW�NNNN eW[:r•n CENTERPOINT ENERGY GAS DAM (ENTER RDI .. OT 21gM,) N4R4`hO FOR AT&T 1E%As/S=T DATE 51uKKiATVrt[G. DOR AIT FMµE1TE5 v. YFAR CENMRPDNT ENERGY ELECTRIC DAIS (1NPCRD'ED ONLY FOR CRGZ9NG UPIXROKVND WCTJMS LESG OT1ERNg NOTED, MID AT THE OF REMEw MY) CobbFendley TeABS Regietrator, No. 274 13430 Northwest Freeway. SDIR, 1100 HONING, Te:F8R, T7040 713.462,32421 fax 713.462. 3262 www.cDOMer101ey.com =..MnB[ R�a� Dza� CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 41+50 TO 46+00 41+50 42+00 43+00 4k00 46+00 BENCH MARK - yM ari Igl q' 3 axon. w, NFERuAww ON MJERY IbM IS A 4 MA55 D14( STANI ED RY MIMS 116 iI 22y • RiIC XIGII YY�I A5 AND IIIRAT NORTHIE DND AR A1(V LTAGERCCATED ON DONN STREAM CMCRETE WALK ON SdIT1EA5i CORNER CT MLIE NAw 19M. MOI ApL) 33 anzx PROP. TYPE A—NLET. 1-1 SEA 48+110.13. 13.87 L R6E � 20A6' e R - 15.86' E 24' RCP 1 � g I W v ,y LLI Of 4=.t % EO 04 I Z L1J CONCRETE PAN10 Q m _ w PROP R "3RD STREET V) W m 24" RCP 6 0.171E 3 2 m a E A1z as 47+00 48+00 4i+00 50+00 SO+50 Z(n n_ r_ �_ — — _ __�__�_ __may _+�� _—�{ PROP. 156 li —1 l4J r 35" RCP 00.1011 PRIVATE UTILITY LINES SHOWN F— 24- RCP M17X PA NC a Q `/ EE TEX SENINT ENERGY GAS DATE c w'N w.. IExTEe SEANCE u1Es xoT SYD'alJ OKRNPML • j1 x UNIREN fpl gi JT TEX%S/ T DATE E ZI • W "@GNA° TTRE4YN0ALIMi FOR iM.E PEAT DNLY. 67 TT �I — Lwa — —iwo sTWr I CENMRPOINT ENERGY ELECTRIC DATE xu% S WJJD aUR9n:4 * 510Pv (APPROTEO ONLY FOR CRDS9NC UXMApTD DUCTIINES • d RR .001C UH£55 OTERMY ND1E0. VN0 AL WE C( REMEM MLYI TYPE — PROPSTAS TYPE C RH, A-1 j • w.x uxx .wa 6T� M+YQ20, 14�18' R _� E RIM 20.4.0S, 13. 7.50' L ( oxE swr SHEET NETu euILo�rvc RNI _ 20A,' R _ 12.138' RfP j 1 ` ::• CObbFendley PROPOSED FIRE Si ON R 15.61' W, 24" RCP R 15.8e W. 21' RCP 66 "BY OMER6 WC'i R - 1S.6r E. 24x RCP w Texas Reglstra4M No, 274 113 109 _ I ( 13430 Nolhwest Freeway, SuM 1100 HoTsw Texas A040 yy 713 462.32421 fax 713,452,3262 d r� I �Gd � � :I —� vmw.co001eMleycOm IT uby b TWc sT LO veueaM� n� w. r ra :.:°". 3RD STREET E "`AR ` 10990 9m.� 28 28 26 28 24 24 22 u 20 --- — - — — 20 _ — — - e 16 16 16 14 TF NPT•N 14 2 -1/J1 36" R 0 0.101E 12 10 10 6 6 6 7 6 4 4 2 2 1 . 47+00 48+00 49+00 50+00 '#50 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 501 LATE DESCRIPTION CHECKED 6Y. HRL SCALE: HOR2 1 1'=20' VERT :1'-4' 3RD STREET PLAN & PROFILE STA. 46+DO TO 51+50 SHEET 23 OF 21 d & A 6 6 k k a k a�9 k c 1.20 k a Iiwg� 999 MCP. TTPE M-1K . 9-42 STA - 3+ .]q 15.00' L 1 RIY � 12.B.Y I ql R-&W E. MRCP 8 PROP. W MSER, A-20 7.L 00' Y e w _StA.3 .n, a.'+�+n' 6 _--_— O "F I .151E . ♦ RCP O a1[ R� R �' R WC9 N. 24' 1A q w' �, T%5' � A � P w Mxx i0P or � OP.S V a z+ sm (n LLJ �- W RCP O 0.151E W o o<m—a .. LE W � _ _=(n STREET . 24' RCP O O.t Si3RD IAA 6 anrw — - - w I }u RIY.124T m N. W T%S' RM 3: E, 2e 24- RCP S94'T%5'R } 9 PROP. CI-Y ,, 9-41 I&W R r -i00'KN'Imx Z O 1013 1011 1001? 1007 VOs $ a R 4 q z Y 3RD STREET 22 ■■■■■■■ ■■■■■■■■■■■■ 2. ■■■■■�■`�e�!!�■■■■■■■■■■■■■■■■ , ■■■■■C�ii7■■I-C�y'■■■■■■■■■■■■■■■■le ■■■■■■�■■I■■■■_ ■■■■-■��■�■-14 ■�■� .�■'���III��■■II I:J■■I���i■■■■■■ ,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,. ........... ,,,,,,,,,,,,,,,,,,,,,.. ■■■__■■_■ , ■________ MlMI■I■i1■�A■{C11■_■■__■■__■_■■_■_■■ ■ �1IQ�I1�� _______-■ ■■ .�------II�---------. 0.50 1+00 2+0D 3+00 HW 5+00 5+50 BENCH MARK aro�Yems-irtdletlYL Itll WIG IS A +' Y1Ag g51t eiµ 0x -n 1 Ar xmrx eaiw0 mwrY+ Nxwxero��u µeeiu�ea u�ugrAM 4Y a (dC 4T .T � YGAS oATE MMC'An mn ATdi iE%A$ i 6A1E i A vcuN s qar. 9annrts uw ivi d6 YEM M14 E QNT 04MGYY CMC DAM s[ +r nur m arNrw wiry CobbFendley T.... RpOHYYeon W, 274 13430 N rthxes1 Freeway. SuNe 1IN Houaron. Tex.. 17040 713A32.3242 1 tax 711432.3292 wwx.mggenqley rem s�1...�.W2a *b CITY OF LA PORTE ,..r 3RD STREET PAVING AND DRAINAGE PROJECT DRANK 0r: 1 CHECKED 9Y: MRL SCALE HDRZ : 1 -20' AERf :1'N' 3RD STREET PLAN k PROFILE STA. 0+50 TO 5+50 ms A A A 9 I ro `s �2� ii 3fial e 3RD STREET e y 920 1 1 1 1 4 £ k� 910 �0, �� % �/y/✓/oi��//%/////7 i.�e�7T�.-r =�—���!� I��%///� /O////';i//%/////%/����0%lies///i// i/aoi/iUaiii✓/i%ii✓%i�O�i////��iia lies/i/iiii �✓/O�i��/ '/��///a :;,;,,.>;,;;;,,..,,.,,,,,,,,.,,.,;,,,,,,,.,,,,,,.,,,,......,,,.,,,,,,,,,,,.,. .............:,,,.,.,...... ���� �aiaiai iaaioa lairriiiiioaai✓riai✓riaaaiiai✓rii0oaiiaiiaaoao iaiaioi oioaaoia0000iao�� ooaio, iioioaioaii/oi/i/i 0 6+00 7+00 5 00 9+00 10- BENCH MARK sEmuenm ql pbJtp 4 x .• YIAss a4t siu O WE xr xarx eowo FxOIiAO w A"D ulna o:Dw eAta. O:XII 5116N1 CRMM OI 9q a 91wa- MAw 1xxk G4 a091 w1f P >o PRIVATE 11TLITY LINES SHORN ,,x XV F�OI i"AxiR ,t .., DAM VIA, R%AS/SMT DAIS CEH1EAP..T El CMC OATS l.wnoxn oar .v- .c iA,m tAeADA vases onues � •. - +t me m �ntn oah dP CobbFen&ey Texas Re9is"Vcn No. 274 1b Nottlnwst Fme y SuKe 1100 HO xl. Texaf "m 713.K3.32421 fax 713.<62.3262 wmv.wEEfenMw.�m vrF.fw CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT 1MEM O By. NRL 3RD STREET PLAN & PROFILE STA. 5+50 TO 10+00 0 tl) i- I N N Q � H W N LaJ W x Z (n J W x W U 1n H Q I( KK 02 ap 2 e 6 S L 4 �Fl. P9.95' N, N, 2 �l - P9.95' W. 2 IV L x 99 s L e a a q w Oe P & 0 3RD STREET N F W (n W W Ln Z J L'_I = W U I— Q ■■■■■■■■■■■ ■■■■■■■■■■0 ■■■■■■■■■■■■■■■■■■■■■■■ 1.�.�� — ---. . — —i " ^..,i p> ice. ,,i—//-=:? i-� Tt'—�.—i a i i . 7•iin .%u �������e�.is����I■�������ie+�wr�w���iv.—r�.s� �� "..■ �� //�i�i7�ii,������000G%���0�����2/O�O�✓/��/:����0�11���%///���/���/%//////////,%/////>l//%///////��/�%//, %///%/1�0�0/��%/O/////////.%O�/��O�i/Gi//0�������i. �7oi�1�//%./>/>////////.////////�>/��/>////�///////////��//��� //������00����0��� ----- ....::.. ---------------- 2::............:: ■■■■■■■■�■■1�■■■■■■■E■■ ■■■■■■■■■■■A�■■�■■■■�■■ i .N..AP. [o7BENCHMARK PM �T 21 I A IR-S .. A'A"'ID pY WCVI! C[ 1 NOPh 1 N B0TM nA0 V . i sl A 0Or0 w. (Anew 19�elTI, ..)sOulNusr taro acA�rvm aRVIATE UTILITY LINES SHONN TRP"T p GY GA$ DAIS Ixl�Pw AT&T TEXAS S alv. DATE aOunR! vN0 fOl w[ R.vr CEMERPONT ENERGY ELECTRIC - GtwoKn .1 va, vroialw uC c" ° CobbFendley Texas RWis"lx,r, Na. 274 13430 N g Freevny. Suite 11D0 HweteD. Texas T2040 713.4 .MQ I f. 111. 2.3 2 vmw.robMandey.mm NmBYN RA ,a CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA.10+00 TO 14+50 n : n ➢ "- n n ilk ➢ U rFq 4 v, n §9 3RD STREET 2 � e e 2 I[E ]20 R N � b • . 5 6 � T6 .. 4 Q I— H W (n W S W N Z J LJ = W U F Q g 24 ■■■■■■22 ■■■■■■■■■■■■■■■■I■24 20 Is 17 14 14 Emma. ffil ■■■■■■■■■��■I■■■■�!I� ■■■■■■■■.I�®HQil■■■■ ■■� . MINE ■■■■■nEj■1Egg1�■■■■■■a A d law ©iN-Ang Z :w1n' 16+DD 17+W 18+W 19+DO BENCH MARK fim mAr6.�tr p m o 91 awe. � � cis 1 Dnre waom ra E AT&T Tx.15/SIEBT DAM fps °.uAT&T rznCras oa.. £NTERPDINT ENMGY EUCTMC DATE ML4 D .1 m rnva9rW YNMPmPMO ou[pY6 mn:D suo ATTeTar nxn jp CobbFendley m Tas Registration No. 274 1343o Noft psi Fn y, SYBe 1IN Houston, Tate nM0 )13.462.342I fax 713.482.3262 vnvw.raWlalMsy.can CITY OF LA PORTS ,er 3RD STREET PAVING AND DRAINAGE PROJECT CHECKED BY: HBL 6oA£: 3RD STREET PLAN & PROFILE STA. 14+50 TO 19+00 F 9 2 ! 2 E 6 16( rAjpR Qe I 2 y_ y 212 Q Q IOf y Q 1 f yy I703 I� � y5� S lQ - F y a ly Qfi28 Q fi30 Q Q Q H3 7 '• PROP. TYPE BB-IMI f. 9-28 8 w fill STA - 21.1161, 38.93' L R9I - D.BY R - 12.Z0' N. 24• RCP I yy b PROP. JO LP R - 12 M' E 24• RCP 24• RCP O 0.161 PROP. J2 LE q Q L PROP. TYPE BB -INLET, B-27 - $• RCP O O.1 STA - 21+4161, 39.OT L PROP. .UXCTKRI STA - 21iH.81, Z00' L R 61.17V R - 12)S' S 24• RCP 9 RIM - 18.06' I R-4.91'N, 98'RCP O -J'.V 2i . 4 1' S. 98• O o • © N—De y O q + e• RBNPgtCFD CONC Ye • + p) N • PYLT RiTH 4• X lY ClI TDP 6 sAxx y n • L'J Q MJ N N Rv I Ales, - _ - U) W PROP. 23B If I310p, 2J3 V In W _ - 96• R 089: - 9fi• RCP ■ 0.08i as = W N I —9 W (n Z Z W W _LLJ = W I- a egNx Tw a eAxx = In _ S 90E■ALK iT Ra C 9 S OEWAII( fi4x e' m 1LP M 9ANx iLP o, BµK 1M BM1A TCP LS B'Wx _ d BOS A-21 1 - W R PROP. BB-1 8-23 QQ' R - 12-&T E 24• RCP b TA 43Jf. x93' R PI XI1C11014 BON, A-12 R - 4.9' S. 32• RCP Mir STA - 23+a9.el, ).W L 4OP. 32 V I R - 1275' S 24. 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Suite 11M Houston,TuTI000 213.462.J242I f. 713462.J262 emvxxco 9.e '.. CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT CHECKED BY: HRL %AM, HORZ 1•-20' PERT :1•-4' 3RD STREET PLAN & PROFILE STA. 19+00 TO 23+50 y y b b 6+0 @ Q O L10 N04 Q F— VI LJ Z J U H a 606 @ Q Q 60. B e l 1tQ•IP `�.. � e s+e a �� e RIM iy.8TJ rt w } y 4 + b y } 13.(!3' N.:eIRCP IB 1'e0P R-13.W. 2 3RD STREET Y G } N N H ~ W U = W U) Z Li J Li _ Ln U H a 24 ������������!��� �� ��• a ��� '/////%%/////////%%////%/////.%/////////% WM■■■■■■■■■■■ --- ■■■■■■■■■■■■®1 M■■■■■■■■■■ ■■■■■■■■■■■■aW C3iJ■-■■■■■■ w 2"M 21 W A w 2i+DD 1. BENCH MARK YtlmIaB6JK1WM11M pI FI6eY5 n + + b1A55 di91t sT.WPLO W D30025 oN woos[ Ar NMM awwo ma.rA.E MMII aE MYp Wlrs\4AY CdlO1ElE YNYWrtM+swJl.l6/.5l D>I.CX I L� PRIVATE UTILITY LINES SHOWN R+Mi+rtA�wawWN¢+NERwr cGAS 1 DATE w AlkT TE%AS/SNBT DA]E oHv <g6un f�1e GaY. sra�+.rvas .wo re6 arc w.w 0 TEsPON+ ENERGY E C MC DATE .. me1o w.+e�m�h .. CobbFendley ie�d9 RC(JISh060++ NO. 3]I ' 3ii0 N.nRAest Freeway, 9uAa t 1 W H2.3242 T.x.. 1 w . ]13162.3313 � fax ]i].a83.33e3 wwx.meelenabv...m CITY OF LA PORTE ,w 3RD STREET PAVING AND DRAINAGE PROJECT BY. roe 0 BY: 14L HORZ : 1'-20' VERZ :1'-1' 3RD STREET PLAN & PROFILE STA. 23+50 TO 28+00 ...LET 18 w 21 O O 0000 N _ IE d� �w N W w n z J W = W U n Q o c N • o 414 e ➢ 4 4 4 4 9 4 ➢ ➢E u ➢ III) DID 44 ➢ 3RD STREET �w V) W 2 w v) z J W = W U n H cQ ■■■■■■■■■■■■■■ I ■■■■■■■ 22 RM iMSEMM N. ::i������=���iN��►riT■■����12 10 �Fl■■■■■■■■■■�qyy��l■■■■■■■■■ . ■■■■■■■■■■C'1■■■■■■■■■ ■■■■■■■■■■rI■■■■■■■ ■ ------ -----------. -�nWOW 2 w U+0Q 3: BENCH MARK BFtlCtltlGBKltlf09Y!➢bI ON �pT.11 I5 . 4 OR... ST.. RY MODiS OGE i N.NOd .(ANG iAM. RDW Cf LplR RDA... LCGMG GR zTP�uAN. xwc ETE .. a RA.ST canrcR or atou. (,Nw is., 2.1 AM) PRIVATE UTILITY LINES SHONN (ENTER F�CE UNTS N T GG p6 ) OAiE ON AT&T TEXAS/SMHT DAIS cwaIT fAwME wLi. 'TA, ,,s.. EW.[TIE. 110INT ENERGY ELECTRIC DAIS xc i.M[NOpM gLRav --. _.rTxxsE xono wWn.i ryE 6 ELLwn u'EG `CobbFendley T.... Ra,.V.lmn No. 274 13030 NorlMwft FIA..,, S.K. 1 MID Hou.t. T.X.. T M 713.462.324211.X 713A623262 www.coObfeMley.com NI6•E IEYEW E�y CITY OF LA PORTE ,ar 3RD STREET PAVING AND DRAINAGE PROJECT cHEtl(ED ay : HaL I SCALE HOR2 : 1'-20' VERT :1'.A' 3RD STREET PLAN & PROFILE STA. 28+00 TO 32+50 ti a� ed : ? 9 P P Pz P4 §P 4a 111 @ 402 aoe PROP. TYPE BB-INST, 8-15 STA - 6 2151, XW' L RR.1 . 19.eY 2A- RCA 24' RCP PROP. 32 F N' RCP • 0.17i� PROP. J CTK, BOx, A-7 STA - 3 24.81, 7.W L O E _. 24' + K�8 rax ax eAra 1• • e 81' S 2 MN • ax eAAe � y AlK v xw ~ W n = V7 We gg 7 P ! W P k 322 _ � N � P. 30 if - 21' RCP O 0.16% m U ' b 3 PROP. TYPE BB -INLET, 8-15 d STA ]5+]].Bt, 39.OT L •Y ROW RIM . 19.02' I I R - 14.W S. 2e RCP b CED . r REINFORCONC. PWTROP M1H 4' x fY aRBs F j u• W z W 3RD STREET J W = N rax a eAi« tw ax vmrz Tax a ee. 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N 4 6 L L 's T e n _ _ Q C 0 4 P b P P n IN 1 U P I 3RD STREET tax • � 8 TYPE)3�5, STA . 35.93 R RIM . 4.W R- 14.50'S 21'RCP .331 3 j p @ k b@ 1 321 A i4 y 4 P Tax a � N 28 26 20 is �::;: 5:::,fS:S::f::::::ii;;;;:::::::Z:f;;:::::::/.'"�::::::::;;;;5;;;:;;:::;;:�;;;;;;;;;;;'.•..:::•;•;;;;;,;;i;;;;;;:/,f;;:',;:,'.,_,,..sx;:::;;'::;;;','„ii.�i;;;z.;,,,,,,,;;z;:;,,,,,,,;;rz:;r,;;:;z;,,;,,,,r„z;:,,;,,,,r,:rr,::zz:::,.,,.fs:::,,.,,,,,,.,,,,,,,,,,,,,.14 12 %//////////////'///////mgm ������0////.'///����mm/:m//////////.////////////.////////////"'////O/mm, %fig/////////.'///////////// ���g�✓ax/g/ W/W///.////////////mm///////M//��mm/ /////////////.�////�//////�'////////////�'/////////////////////////. ■_—_--____--G------- ■_�-__-------Ilf�--__-__ +50 33400 34400 ]5400 37♦O BENCH MARK e1sxoeImK3RmgATM RY s i5 is A A' MAes NsA STAMPM PY 0I w �m r xa+TM Bwxo mwTAa rrow rt 1o1wv +u nxP urns cmAR eAw laArtB w B+. puw 1. aim wwA)swnusT caam 111Me:+--a �R mPWeT aes WT Gµ5�1 oA1E Axe.. rw AT&T 1Eou aev.XAWW3T DA lxrcvwwxP Cgxlxn n •wAnwa vA„g rm wB rcu rSR1ERPgNT ENrAcr R£CTRK DAZE (Anrtsa o+lr rm a®1E mnmlw aclm[z UIef45 oTEn.H xo1m..0 AT 111E T AT..1 CobbFendley Texas Registration No. 274 13130 NOMresl Freer, Suite 1100 NouetM, Texas na0 713.xA2.3242I fax 713."2.32W ..wbbfen•ry.mw v [ems Yu�lln o�.a�1� CITY OF LA PORTE ,am 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN h PROFILE STA. 32+50 TO 37+00 e sP Q � � p p � p p s t Y Joo ➢� �.It 312 PRW. TWsE BB -INLET, 8-12 STA 39+93.62, X94' L RIM. 1].3T R R.95' Ni 2a" RW R 14.95' E. 24" Rf 3 PRW. 32 LF PRW, JUNC`BM BOX, A-6 » 24" RW • 200.1.R SA . 17.59.627.00' L JUNCBON WA PRW. 235 LF STA . 3+94.62' L ].eY N. ]2RWW•0038072" R.PoM 7.6Y S. rr R . 9.24' R . 14.90' W. 24: RW R. 14.9Y E.24'RW o O _ O 5 �T]�S. MO « mrc • ,W6ern N rr a Q W 2 WN i w - n"PRROWP•0 &M 3RD STREET < 90EWALN _ _ T Q I PP w P P ➢ ^ 222 m � F- I N PRW. ]0 F i PRW. BB- INLET, 6 L 40+2 STA . 40+' 39.10' L 60' ROW Pow - R- 15.00'5.00' S, 24' RW I W. 8' PEWIECRCfD CCNf" PW1T WITX a" % tY QWIBS 0 + mP ar er« 7W ar aw y 999 � Ly r RwSMINALKIr N d TaP-ar-9Ac% Q W N W 2 -4B"RW •0.10Z J W _ijU 3 SOF � �L�11� '�r-� t•A24 _ �mlvW- �� EC"yJi 6 PRW. as R1 O I II STOP. TYPE 9. -. B-9 B PRW. B -10� I STA X. 35, 368Y R STA 30+9].MM 39.09' H PoY 0.3r PoY . R . 15.OD' S. 24" RW 5.W I R LLLId R 4.95' N. 24" R R 14.95' 2RW W. 315 3U Jn " Sp Jot 1�¢ & 5 N d5 ly 3 P1111P. 30 BE } p l - 24" RW • 0.1ox Q6 I m t 3RD STREET 7 ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■■■II■�■■■■■■■ME■■I11, 1MEN W� ■■ � 00 (i�Wa ///////////%dHH/H///////ry/////// ///d/dH(//.%////////////.%////////////.%//////HH_H%////__/_/_//////%///d///dd//Hd/HHd ///L(N//H/ NHH - "�•• - -^^^ ■ NEEN ON ■■ ���� • L%11.1•IIMINE %////////////.%/////mm//.%/////////m////m/////%////////////%////////////%////////////'///////. MEE M■ EME __ ____■=0______■■ EW=■ ■■ ■MM■■■■■■■■ER■■■■■■■■■ , Tw Jr.w 39.O0 40+00 41+00 41+5( BENCH MARK annelea%.IaFgm, rover"W DATE DATE CobbFendley Texas Reglstabon No. PO 13430 NONMnst Freeway, Suite 1100 Houalan, Ta... n0a0 713.4Fs2.32421 fax 713A62.3262 seere, NKenJey.mrs MEi•I It5E11'... CWp e CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT BY: HRL HORZ : 1".20' VERT :1"=4' 3RD STREET PLAN dr. PROFILE STA. 37+00 TO 41+50 SHEET 21 W 21 a G G C zee d Q Q z+R -• 4C RGP O 0.1M.S O Ln— + K V N @6 Q H— H W ZN J W = W U cQ 215 2 ?R PROP. J CTION BOY. A-4 STA - 42+2).83. ).W' L RIM - 21.1W R - 9.BT N. W RCP R-9.9T S. WRCP PROP. 30 V I 24' PCP • 0.16S 2 E Y PROP. TYPE 99-INLET, B-] W STA - 3629' L Li .17'4�89.90, PROP. IYPE - 15.W S 24' RCP BB-INIET, B-a tl E I-. PROP. TYPE A -INLET, 8-3 r STA - 4 +60.04, M.W' L (/) STA - 45+3191, 19.9Y L RIM - 20.IT R - 15.95' N. 24' RCP RIY - 20.61' Q ptI R - 15.95" E. 24' RCP Ga I R - 1550' E. 24' RCP PROP. TYPE C MH. A-2 PROP. 32 IS STA - 45 W W. 7.00' L W ROW - 24' RCP • Min k RIM - 20.b' PROP..MNCl10H e5z. A-3 - 11.]T N. 30' RCP STA - 41+BRIM )20. R - 1SM• E 24' RCP RIM - 20.20' ' 1 ISM' W, W RIM CP R lOAT S. 40' R R- W. 18.20'M' - ls.9a• W. 2r RCP W ,rP ar _ 4 R 14.98' E. 24' RCP lW s aAAx 1(x v aux TyyppFEwW/A,II�� �hM1 sp PROP. 13 Mi Li RCP • 0.1)x O l0 eN- Q r Ld —$ .. M' I 0 Mims 3RD STREET - W RCP • alox PRro, lea Is w %LOP. ?0 LF - 30' RCP • Min U7 - W RCP • Min U TE PA m. - CON MwG H PROP. 6' RENFORM CONC. CORCREIE PAVING Q y PWT MM 4' %12' WAS 6 iox Cf aA.x NDMAI K I r `it • ! •� • PROPV . M --T�+T- TYPE MaRET. 8-4 PROP. TYPE MU7. B-a . S--i5+3SBB-2038' R' STA - 44+80.25 39.08' R I i PIY - 1).3a' I pp I R - t5.50' W. 2P RCA a R - 14.84' N. 24' PCP P PROP. TYPE B8-WIET. B-5 a - 14.W W. 2e RfP H �' STA - Lf+9>.b, 39.]B' R W RIM _ mm, I _ W R - 15.00. S. 24' PCP 'ROPOSED FIRE STAPGN TT OTHERS BY NIC I zG+ � N 12s Ri a s ss g s yy Q PROP. }] Lj Q i - 24' RCP • 0.16x I 3RD STREET Jr U J I RCL I ,CIN I LRLIIV L ------ ■ ■■■■■■■■■■■■■■ ■■■■■■24 ■m■■il■■■■■■■■■■■■I"1 Ell ■■■611N111i■is ,,,,,,,,,,,,,,,,,,,,, IM----rrr>•--��_ 12 ■■■■■■■■■■■■■i•■�■■ 41+50 42+00 43+00 4IP00 45+00 M+00 BENCH MARK 1aal >cee r-aP CENTBRPONT ENERGY GAS DAIS Idrzx Ymt¢ lvs xm sNM) rxeOiID M AT&T IEMAS/SY.HT DALE �x sWx cua R i WAR5 oryv. EFPUNT ENERGY ELECTIaC DATE ''cl, � r F�gXISMe wxo x K ..v A. 1.1 a rt.I 1 Has `CobbFendley Texas Re9ieeaean No. 274 134}0 NonM.ea1 Fleewry. SUNe 1IM Houetan, Tax)]Ob )13 M2.0242I fax )1BM2.3252 www.eoB0len®sy.Goen .sex s x - ozu n¢vE.e= CITY OF LA 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 41+50 TO 46+00 BENCH MARK i b g S ��OD[I1 TSN '...N. TRCNi WR. RRJ10 CF 00]J W AND LlT CEDAR .A I.AiE Cal 6 d4IXSE(N/.M 1 T 3CD.1 AW )SOU sT tlAxFA %iCP. IYPE C W. A-1 I PROP, 100E C 20. B—I fitA - Q+OORIM 30.38• L STARIM — 0.41' B]. 2.00' L RIM - 20.BY RIM = 20.4i' R - 16.W E 24' RCP R - 16.4W E. 24• RCP it a 16.46• W. 4' RCP R — 120]' S •RCP Y w R S I _J (y Li Of O • • _! _ lig '! (Z) W N - FD It V Z N PA . 1�if COHLIRIE PAVND Q 2 PC •0'7ZAINUI N w I_ I 3RD STREET 3 = pb— -'aal 4] DO 46400 ♦8 50+00 6W60 WW Z J Ld .. W PCP s 0.1i PROD. 3] v PRIVATE UTILITY UNES SHOWN _V) -34'RIT 00.111E Ir Fw am P% mIIEAPpNi EHERN T WPC DALE cQ 1 D NT uN 1 c I r D1£RM.1 I} - esWDuxDINgpYLD M1NC AT&T tE%AS/SDMI DAIS &aWBT R CS Vl . S �1 9RN1WE5 v.UD fW d4 KM 1 Iv0 a., I _ C TEWP NT ENERGY ELECTRIC DAIS • Pam IN%ILrvD 6WnWsassyIARIeDIOD o.sp,Ep v°�`wD .Taann A- 16+90.57 1160' R r a...� wv I I I µ RauNO gin _'°.bDaw." " PRi �� � WR : - CobbFendley DvosED FIRE sr w 'Bv oilIER6 NICI I I 1343UTe% 113 0B NollNAem Freewry, Suits 1100 • i @ & I Q n, Taxes, T7040 I! i py3 yy� I 5B y� 213.961M4 21 fax n°btellEbY.com3262 GA p 9 d U Ws"DaALMD 3RD STREET ze ZO 28 26 24 z2 22 20 P 6 6 16 12 -11. fltCP. F w Ross 186 V • min 12 to 10 6 g 6 4 W3N 2 +:y58 eoN 2 tAl}1 one 4�4'� 46+00 41+00 M 00 4 00 60400 60+50 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT BY: HRL IORZ : 1'-20• WRT :1'-4• 3RD STREET PLAN h PROFILE STA. 46+00 TO 51+50 v EET 23 0 21 !1 Client: City of LaPorte Cost Estimate for: 3rd Street Paving and Drainage Improvements Date: 4/1 /2013 Item Item Description Unit Unit Price Quantity Extended Price BASE BID ITEMS GENERAL 1 Mobilization LS S 264 576.11 1 $ 264.576.11 2 Traffic Control and Regulations LS $ 58 000.00 1 $ 58,000.00 3 Remove and Re lace all si na a LS $ 10 000.00 1 $ 10 000.00 4 Clearing and Grubbing LS $ 10 000.00 1 $ 10 000.00 5 SWPPP Protection LS $ 9500.00 1 1 S 9,500.00 6 Sodding SY $ 3.50 18829 $ 58,202.00 7 GENERAL ITEM SUBTOTAL $ 410,278.11 PAVING 7 Roadway Excavation CY $ 2.50 5,700.0 $ 14 250.00 8 6' Reinforced Concrete Pavement, complete -in- place SY $ 32.50 19,120 $ 821,100.00 9 8' Reinforced Concrete Pavement, complete -in- lace SY S 10.00 896 $ 35,840.00 10 Asphalt Type D Surface Course TON $ 80.00 117 $ 9,360.00 11 Crushed Concrete/Limestone Base Course TON $ 30.00 508 $ 15.240.00 12 6' Lime Stabilized Su rode SY $ 2.50 21 192 $ 52 980.00 13 Concrete Curb, All Types LF $ 3.00 9 554 6 28,662.00 14 Lime 6% 32lbs/S TON $ 140.00 340 $ 47 600.00 15 6' Reinforced Concrete Driveways (Proposed Road to ROW) SY $ 25.00 3,365 $ 84,125.00 16 Adjust Existing Inlets, Manholes, and Valve Boxes to Grade LS $ 7,125.00 1 $ 7,125.00 17 4" Concrete Sidewalk, complete -in -place SF $ 4.00 28.920 $ 115 680.00 18 Curb Ramps, complete -in -place EA $ 1,000.00 37 $ 37 000.00 19 24" Solid White Stop Bar LF $ 2.50 359 $ - 897.50 20 4" Solid Yellow Pavement Markin LF $ 1.20 1,272 $ 1,526.40 21 Handicap Pavement Markin EA $ 50.00 2 $ 100.00 PAVING ITEM SUBTOTAL $ 1,071,785.90 DEMOLITION 22 Remove and Dispose of Pavement, Street, Drives, and Sidewalk, All Thicknesses 02221 SY $ 4.00 19,630 $ 78,520.00 23 Remove and Dispose of Storm Sewer - pipe size 15" and less LF $ 8.00 1,212 $ 9,896.00 24 Remove and Dispose of Storm Sewer - pipe size 18" LF $ 10.00 1,758 6 17,560.00 25 Remove and Dispose of Storm Sewer - pipe size 24" LF S 12.00 335 $ 4,020.00 26 Remove and Dispose of Storm Sewer - pipe size 30%72" LF $ 14.00 85 $ 1,190.00 27 Remove and Dispose of Grate Inlets I EA $ 500.00 7 $ 3,500.00 28 Remove and Dispose of B-B/Curb Inlets I EA 6 500.00 9 $ 4,500.00 29 Remove and Dispose of Manholes I EA $ 500.00 3 6 1,500.00 DEMOLITION ITEM SUBTOTAL $ 286,286.00 STORM SEWER 30 Type C Manholes Conc. -All types and depths EA $ 3,000.00 8 $ 24.000.00 28 Large Junction Structure (Equalization between Dual Pipes) EA $ 35,000.00 3 $ 105,000.00 29 Small Junction Structure EA $ 15 000.00 3 $ 45.000.00 30 Manhole Riser on Box EA S 1.000.00. 8 $ 8 000.00 31 Side Ditch Interceptor EA $ 1,000.00 38 $ 36.000.00 32 Type C-1 Inlets EA $ 2.500.00 2 S 5.000.00 33 Type B-B Inlets EA $ 2.200.00 36 $ 79 200.00 34 Type A Inlets EA $ 2.000.00 4 6 8,000.00 35 12" Drain Basins EA $ 875.00 0 $ 36 8" PVC Storm Sewer LF $ 20.00. 0 $ 37 24" RCP Storm Sewer LF $ 55.00 1,335 $ 73.425.00 38 38" RCP Storm Sewer LF $ 100.00 230 $ 23.000.00 39 42" RCP Storm Sewer LF $ 105.00 10 $ 1.050.00 40 48" RCP Storm Sewer LF $ 115.00 466 $ 53 590.00 41 72" RCP Storm Sewer LF $ 325.00 939 $ 305,175.00 42 84" RCP Storm Sewer LF $ 425.00 471 $ 200 175.00 43 8'x7' RCB Storm Sewer LF $ 450.00 470 $ 211,500.00 44 9W' RCB Stone Sewer I LF S 650.00 1,002 $ 651,300.00 45 10'x7' RCB Storm Sewer I LF s 800.00 475 S 380.000.00 46 10'x8' RCB Storm Sewer LF $ 650.00 465 $ 302 250.00 47 11'x8' RCB Storm Sewer LF $ 900.00 470 $ 423,000.00 48 12W' RCB Storm Sewer LF $ 1,000.00 152 $ 152 000.00 49 Concrete Headwall I SF $ 40.00 0 $ STORM SEWER ITEM SUBTOTAL $ 3,086,665.00 MISC. ITEMS PROTECTION ITEMS 50 General Utility Adjustments LS $ 31 200.00 1 $ 31.200.00 49 Building Awning Protection LS $ 5,000.00 1 6 5.000.00 50 Sanitary Manhole EA $ 2 500.00 2 $ 5.000.00 51 8" PVC Pi LF $ 30.00 75 $ 2.250.00 52 10" Steel Casing LF $ 250.00 25 $ 6,250.00 53 Fill and Compact Exist. Ditches Cy $ 3.00 0.475 $ 19 425.00 • Atl usl Water Services (Long 8 Short side EA 6 400.00 100 $ 40 000.00 MISC UTILITY ITEM SUBTOTAL $184,530.00 SUBTOTAL CONSTRUCTION i 6 6,039,545.01 Total Construction with 5%contingency 6,291,522.26 D:Va12012112026.GL0 Phaset4La Porte1ENGICOST ESTIMATES1Construcdon Budget 3-21-13.xls 1 of 6 s � E PROP. TYPE C MN, STA - 2+03.10, 1fl31'31' L RIM - 1282 ' . R - ' S. 144' Reinforced Connate Pipe IN' R - 3.98' N. tOB' Reinforced Corcrate Pips I \1 I _- F �KF R PROP. I §RYR, A-19 STA - 2 .97, 11.93' L R-4.MIS. lOr 91 ROB IN N, 109'1111 - " - RCP a q 1020 '• b G H �� I S x PROP. TYPE CI -INLET. 1-41 STA - 3+04.79. 15.00' L . wM-1z", FL - fl35' E. 24' RCP PROP. JUNCTION A-17 STA - 3+OI.M. 7.50' L wL - 48' .0 R-4.04'S, S'RCB R - 4.04' N. R n R - flJ5' N. 24'CB 24' RCP _ d ° a sTRtrc ,oP n ANN ' 5' SIDEWALK PROP. 39 F OC "' 9'%e' 1 O 0.05% I PROP, TYPE C MN. A-22 '�3-l(ON) ® PROP. JUNCTION A-18 STA'- 2+OJ.1 }, 1,M' STA - 3 . 6.33' R , Pou - 12ipe Y 411' RY ..011' R - },95 S. 144' Reinforced Connate Pipe < R - 4,04' S. 9'%9' RCB FL - 3,9S N. tOB' Rsinlorced Conorsla Pbe I N Q II FL - 4.04' E, RCP D_ 9 4.04' N, 97i9' RCB F PROP. TYPE C1-•IPT, 1-42 Z - STA - 3+03.59, 15.00' R PROP. MH, A-20 LAM - 1246' STA - 2 E{LPO, t92' R '= - R . 9.}9' W. 24'1RP.P -i19i ed�'? QR - 001' $1108' Reinforced Canocle POO R - 401' Nf 108' ReiNorcad Corc.ete Pipe � , I J 5 3RD STREET 1)D a eAw p PROP, MH LASER — SIRUCTIRE 1009 e e 2 b b k R 4 e 1007 1005 22 ■■■■■■■■ems■■■■ ■■■■ ■■■1■■■ ■■■■1■■■ ■■■■■Lim■tee■!■■■■■■ . ■■■■®1■■�!■■■■■■■■■■■■■1■■■ is . ■■■■■■1■■I■■■■■■■■■■■■■■■1■■■_ . - I��1 Jug ■■■■■■ ■■�■ ■■■■�■i�lfil�!■7i ■■■i! -INEEN ■■IIIYI��!■:■■■■■■■■■■■■■I�i�ii■_ ■■_■■_■_■■__■1■l��!!■■ram■_■■_■_■■_■_■_I■_■■ . ■■■■■■■■ram■L MEMIED �l.1110■■■■■■■1■ME■ MI-F NOUNN N----- -----EMEN! 0 BENCH MARK B04allik INI'Di Ili rM =!i R A 4' BRASS D9s ST.. aN Ntg4E AT NORTH •]Ilxo FRON1AM ecwe:r•m CGCE PRIVATE UTILITY LINES SHOWN (pNlp�i V%anVQE l wi 4qw) OAIE APPRI Fa AT&T TEAS SgT DATE uruesongµDoolT i w� DQv. CENTERPOINT ENERGY ELECTRIC OATS q Or) DAY is aosnND UNDUixi of D IINlF55 D,IERMY OYTFO. .WO AT Ti ali 04M CobbFendley Texas Registration N0. 274 1 }430 NortM1 est Freeway. Suite 1100 Houston. Texas T1040 7134 23242 I fax 7134 IbS2 www.co00feadley.cam 4NLInY w °cmN n v s�sH.w: HFATx a tort Ni, RD x CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT SUE DATE DESCRIP➢01 CHECKED BY: ML SCALE: HOR2 : 1'=20' VEHT 3RD STREET PLAN & PROFILE STA. 0+50 TO 5+50 0+50 1+00 s+09 OF - ; PROP,TYPk BB -INLET, 1-38 _ ' a > t 016 ST4, -, H03.�6M J6 `3�L :. al • b F 1930 r 926 1 920 ( ° �9 914 Q 1L . •9AV N. 2V RCP A Q W S .1�' F" FUZ 9.W E. 24• RCP 1 W ]0 !F PROP. 31 LF F . 2} O 0.1]1[ r 24' RCP O 0.171E PROP. TYPE B9-INLET, I PROP. dBOX, A-15 I STA - ]+33.80. 3D.08' STA- 7+0 L ]f03.80, Z L 1 NLI . uV .a LI - 14 .58' EL . 9.80 S. 24• RCP .21C _ 0 FL 9.W 1, 24• R g /C 11'xv 1 e L0 • u S _ LOP OF B1Nl T- Or BANM 7 i,l tlAY 1 —~ S1RLe, Ln N _ — -- ___ ., _ — TORE Q — — — F- I1 I PROP. 399 N W 9'X6' ROB O 0.08 S'c0 z W2- z (n PROP. s LF J W 'RCBO -- - - _ - _ LLJ Q - � N — — DN!—B6R , 4 STA- 7.50' R STA - 7+0 8 RIM 59 .''Ce R - w % RCB A . 24. R-9.85'E24•RCP PROP. 32 LF I - - - ----=23• Omin r tom PROP. TYPE BB -INLET. I-40 I = C STA - 7+03.33,.OB' R ? i k RN i'X 1l.IS' Y b } FL . 9.W N,°H• RCP Q FL - 9.W W,d'. RCP L .g � a e 3RD STREET TOG 11 9nx_ RPP v. 5 SIOEWAIx - - _ rw y.� . e• REINFORCm COW - MT RITN a• x Ir CLAW _ - _ _ • • _ - - Y S 8 3K PROP. TYPE 9B-INLET, I-39 STA - 7+33.33, 38.93' R f RM - 14.45' 9.95' S. 24' RCP r PROP. 30 LF F- - 24• RCP O O.1n 9}t 9t9 W �R� .p 3RD STREET 5 6 * O+ TOP o< eA . � N I- W m 3 (n W R 8 W U) z Tw of anon J W � Two xk_ s Q x 24 14 10 1 IW12 �r�lr.taa ■��e��J���`J II I� ■� I� ���■■■■■ .■■■■■■■■■__I__� ////y ///y////// ///�///� %/%%%%/////G,%///%i//////%//Hd////% '//////////y'/,9y///////%%///////////%//'.You//// %//////////% /////% ■■■■■■ ■■■■■■■■■■■■■■■-■■■■■■■ ■■■■■■■■■■■■■■-■■■■I■■■ ■■■■■■■■■■■■■■■I■■■ m---_---_------�--- 5+50 9+00 7+00 B+OD 9+00 10+00 BENCH MARK OltibY90[IAIXTO IN aWWu Is A r.... V. L� BWe:I••90 PRIVATE UTIUTY LINES SHOWN jCEN RRP IINNTT MERr GA5 DAIS APP.CNED '.AT&T TE%AS SWBT DATE 1umfAPan c 11 rA4l arar. smA S YAu0 vw arc YEw CENTERPOINT ENERGY ELECTRIC OATS IAw . ouLY rw CR s NG woc ND DX $ ura£n OTH WK NOM), wD AT T E R W¢ oAY) 100 CobbFendley Texas RegiStrabw No, 274 1 M30 NOhh eSt Freeway, SONe 1100 Houston, Te.S 77M 713.462.32421 fax 713A82.3282 www.w001entlby.com rrleal rtvETv �a9'. HEATN1,R VL •.• ' g^ . Sskl Ha D]5M �Of CITY OF LA PORTE +IetAa 3RD STREET PAVING AND DRAINAGE PROJECT DATE I DESCRIPTION CHECKED BY: HRL SCALE: HORZ : 1•=20' K!5+50 -4'3RD STREETN &PROFILE STA. TO10+0 SHEET 14 of 21 '1 I k` M1 - e - c PPM. TWE BB -INLET, 0,34 • STA 11+73.60, 3S 902 RIM 1 05' Y ¢ ¢$ a R T 10.50' R . 10.50' E, 24' RCP 8' PROP. 31 LF 24' RCP O 0.1]x m PROP.. TION BOX A-14 STA . 11+73.80, 7.50' L RIM 15.2T' R . 4.55 S 11'%S' I FL 10.3Y E. 24- RCP [ E R - 10.A5' W. 24' RCP ,FL 4.5Y N. WKS' RCBJ O \ Lr) I: iBp Or -NA BANK Ww (n w —. PROP. 470 LF Z N 11W RCB a 0.05x Ir LLJ w I 032 h4 g T ¢ k ~PROP. 824 30 LF 1 . 24RCP a O.In PROP. TYPE 88-WET, I-33 STA - 12+03.60. 39.07' L . 15.05' ,I PL 0.55 S. 24' RCP i y PROP. LF RCB la o'xe' a aeax =1w -- -- 3RD STREET -- ----- = w U (� TC aE BANK 1D° ?' EWALK C . --T Ta D-BANK BENCH MARK e -. BFIIQIYaBKJ6F➢BIIA➢DB 9t F4Qt33 e MASS p SiNM IY MQLS' t e G d1 BRIDGE Ai6 4lN Bg1ND i TAW ROAD OF W WWAY 1M .WO 1R11F CED.W BAYBU LOCAMD R1 822 t' B1 DORM S]IEW CCIICI2TE wA ON B 7IGAT 000 A a h,2 IRAw Im 2DM ADi) pp 1'RGP. MH RISER � BANN 5 �S4RLS '111RF- . .1 - - - Z • -PROP. 6' REINFORCED CONC. PMIT M11H 4' X 12' CMABS { 6 gyp.._ �• �'?1 4 - - — e PROP. SIITARYJaqn,' ON -� W DETAL ON SHOT XX) � 47 V s . 24' RIP a 0.17x P YPE I m TYPE BB -INLET. I-35 I STA . 12 E BB-. 3092' R el STA. n.3INLET. 7" R STA 11+73.3J, J9.0T R s RIM . 16.15' c r -' RIM . 15.15' w FL . 10.85' S.24' ROP FL . lO.W K 24- RCP R . lO.W W. 24' RCP 901 W I,.. 3g PROP. LF I' - 24L RCP a 0.1X 811 809 807 90] x kKY Y 3RD STREET 24 22 20 18 16 14 12 4 10 8 6 .L 4 2 0 _2 -6 10+00 r0' 11+00 12+00 C-. , 13+00 10 LLI Q � (n w w (n Z J w = W U N H Q 24 22 20 18 16 14 12 10 8 6 4 2 0 -2 -6 14+50 ELnX YRR % NESRNOT G9bMl) Dn1E FVRDMD FM AT&T TE-A /sMBT DATE WERGRQING PTMIIT FADBTIfi d4Y. GxAnR[s v.uD FDR axE YLAR ENTERPOINT ENERGY ELECTRIC DATE VMD`h:D m, FBA CR454NG VNGE,BB"o WCRMEs NFss DINERMSE R]TED. VILR) AT MW BF REMEW MLY) CobbFendley •• Texas Registration No. 274 13430 NonnweSt Freeway, SUM 1100 Houston. Texas T7040 713. 162.3242 1 lax 713.462,3262 www wbbf.r-Ue com N�NIBaI RIEW- N. EpNNw. NEAT1 R. LRE NDTEY9ER XI CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION DRAWN BY: TDB CHECKED BY: HRL SCALE HOR2 : 1b20- 3RD STREET PLAN & PROFILE STA.10+00 TO 14+50 SHEET 15 OF O � N Q H H W V) _ W(n _— z J W = w aP U V) H Q iGP-�,1 Y I a 6 604 PROP. TYPE BB-INLET-3D STA - 16+38.82, 40.OY L RIM - 1L.35' P FL 9.86' N. 24• RCP I y FL - 9.88' E. 24• RCP PROP. JUNCTION WX, A-13 STA = 15+3&82 9a61}NAY,„ m RM 140�w ��1i Y R = {J9' S. 10'X8O1 R - 9.82' W. 24• RCP s R � 9.65- E, 24• R(P R = 4J9' N, 11'XY RC8 --------- -- - 4 • E c P id YE BARN � � I 5' NCP 2 _ PRDP. 485 LF . Ica-* ., 1Si RM 00.06Y•,,,,, H oho 720 9 b 3 b m IW cr H (n CD . TYPE W-INLET, 1-29 - 16+]8.4& 40.18- L rWA - 14.45' 9.95' S, 24• RCP �} u kCP TooP OF e�Axx — 5' 61DEWALK c — '] I.T0 I o �X'c >2•+nw C 6 ]t6 3RD STREET PROP. 475 LF .•.,,- - 10'XY RCS 0 0.0611 O Y • P iOP Of 9 NN I 0 0 LF . 6• REINFORCED CONC. - — - - - - PROP. LET, 1-32 24 Ill PWT WI 4• X 12• WRES STA . 16+38.25. 40.04' R (J RIM - 1215' R - 9.73' N. 24• ROP 6 R - III W. 24• RCP`o.,c,rcrz .k. PRDP. TYPE B INLET, 1-31 �{*! STA - 18+71139, 40.03' R H Al2 RIM - 14.30' w R - 9.W S. 2{• RCP t 805 603 6D1 W 3 731 721 9= Y 3RD STREET 7 — —I'I' R••z+NwRwii.,4>»3!%///.i%// 1111�11®I'lull♦111111♦1��111111♦11111♦11_�i�_—II��12 �IliiLt'•�� ���� . /!'/�////////6"�//.O/N/ilk%/'////%/%//////%i%/./�%/%/./,7/�, ___ ■� ���■III■ii��■■■'«"�■■to ..,..,..,,,.,.,,,..,,...,,,,.,,,.......,....,W......,......_w.__W_._.,_...,_�..._...._.._..__._. ■■■■■■■■■��i■��■�■■■■■■1■ � �� ■■■■■■■■■■■I■■■I■■■■■■■■■1■ . BENCH MARK aEdQHIIA .14Fm•e9m ¢cve.r•m PRIVATE UTILITY LINES SHOWN CENTERPWNT ENERGY GAS DATE (SITEX SWNLE UWS NOT SXOAN) ESPROVFD r0a AT&T TE%A�SW9T DATE OwEMSWNo LwKV IT EAO11 CNLY. AMANRES VALID FOO ONE YEAR CENTERPOINT ENEresRGY ELEMossisioCTRICjeesexiiO DATE (AOPRSuctows VN.iis OTHERMSE IOMI VALO AT TWE oEN RENEW MY) *' CobbFendley 0 Texas Registration No. 274 13430 Northwest Freeway, Suita 11M Houston, Texas ]]040 713 46232421 Tax 713.452.3262 wW W.coOUfendley com xe1 N1911M RE"I� E.— XEA1N R LttE 6 P£. Se.lol Na_ 1019N NOKYBER ] CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 3RD STREET PLAN & PROFILE STA. 14+50 TO 19+00 1"50 16 00 16+00 17+00 16+00 19+00 SHEET ph 6 b ` ]1l ^ ' • E� �6 0 704 B § .'>03 Ij� III 6 I: a. az6 A $20 3RD STREET O Lo po N N Q N LU En W = W N Z W J W _ (n w ■ EME iilEOMIlm MEMJ■IN 'iWW E==MmH2i�mEEMmMMMMMm■ NE _' WM_-___--_.■I �M_-�mm____■ . I____-__-_ _________MMEME_--_—_—_ ■ _----_--_.,-1_ ---__--_—■ BENCH MARK i�IBOLX➢®1&OMl RY BOB 1 IS A 4' BRASS CB{ STIlf4➢ RY — � v o� erra:v-m (ENH. Y.N...SENER.01 SNG.) DATE M RMD fOR AT&T TE%AS/SN T DATE .. CobbFendley Texas Registration No. 274 1 M30 Norlhwast Freeway, Sure 11W Houston. Texas T M 713 462.3242 1 tax 713 402.3202 www.coblDiaWleycm xo n wages es. p v Ex�a._ x xx L� IF. . Nn. ealc MO�EI•aER XI CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT ISaUE DATE DESCRIPTION SCALE: HORZ : 1'-20' PERT :1--4' 3RD STREET PLAN & PROFILE STA. 19+00 TO 23+- 19+00 20+00 21+00 22+00 23+00 2]+30 Ln g + C\ J ^ TOP Or RFNM mm. AT05ER Q F- F- W 1n W W CO Z W J W S F- N 3 PROP. TYPO BB -MEET, 1-'22 STA . 25+0.61. W." L B06 Q R1Nfi001BJ0 R 115' N. 24' R R.14, 15'E 24* RID, PROP. 31 LF �• 24' RCP a 0.171F a PRCP. JUNCTION BO%, A-11 STA . 25+83.81, 7.30' L g RIM . I&BS R . 3.43' S. e'%T R-13.97'E 24' RCP R . 14.10' W. 24' RCP R . 3.43' N. W RCP Y *CG w BeNx � 1pP p{ Bnvx � rOP W a roP M BPRx - fy 3ev+ L b 617 51, 6 - e b Q a = 3w QK LLJ % e6 A Q 516 Q = o N I . PROP. WLF % W = W RCP a 0.17% f PROP. TYPE BB -INLET, I-21 STA . 26+13.51, 39.06' L RIM . 1B 70' n R . 14.20' S, 24' RCP A is- PLY 514 Q 512 € 0 "� rop eAN 0+0 N N _ � H W (n W ®ms W (n g $ Z W J W SOP OF anxx-77 11 .cP 1 RCP 'a Ra - - 5' 40EWA11( 1e cP s R - (\\\ < 0✓ Of "AN lux N R ry 0✓ Cf gervx TOY pr y ft s 8 4PRtn` 8' MNFORCED Ca., - - - LpWTWW{'%1{v2'QIRBS - 6 PROP. 47 LF g 24' RCP O 0.17% PROP. TYPE BB -INLET, 1-24 STA . 35+83.l4. l9.08' R 1B-MLET, 1-2J RIM 18.80' rT: - m TA- 222666+1].34, ]fl9]' R R 11.p5 N, 24' RCP i' k W RIM 1G80' R . 14.05' W. 24' RCP j W R . IL1V S 21' RCP 603 t�z9 24' RCP • 0.17% 525 521 Y Y Ui - 3RD STREET %//%ii%%////%iiii33/�.ri'%H////.Liii. "�/%///iiiii. • •�•' ••P'� •z�oi .G .rii..u.. �.m�.e•�..,P,R�®/�..�N./�.YPi,Cw.aca%Pxw.7/.cw"Wmaii® 3 iiiiiiiiv.�ivi%/, L ■-m------_-I.■__�___-�� ■___---__---I.■----��____ ////%i%//%/////%i%////////%i%%///%/%%%////%////•%%///////% %//////////G.%///////////%///////////'0//////////W=///////%///////////"7////////0010/////////%.%///////////%/////////H'�6. /////%L%/�ti'i//�///%///,v///%///�//31AWR/�/ 23+50 2N00 25+00 26+00 27+00 26+00 BENCH MARK i6MI6ATl e:AL6.1••m CENTERPO.T ENERGY GAS DALE $ELE "TEY RNO.s NO'N1j N4ROV20 rM AT&T TEXAS/SMT DALE IusPosmRO NXN T ACIl1TIE5 dILY. ACNPTMES VAL. lox ME TLY1 (:ENTER POINT ENERGY ELECTRIC DATE NOE UNDSS OTFE... NOTED. V110 �PPOWD ONLY FOR �NGMATT TYE .1 PEMEW MIV) CobbFendley Texas Rs,15"bon No. 274 13430 Northwest Freeway, Suite 11W Houston, Texas T W 713 962.32421 tax 713 462.3262 ..000 Odley.00m INTERIM E.ge.NEvv PE �111 NI CITY OF LA FORTE I 3RD STREET PAVING AND DRAINAGE PROJECT SUE I DATE 1 DESCRIPTION {CKED BY: HRL e.C: HORZ : 1'=20- VERT :1'=4' 3RD STREET PLAN & PROFILE STA. 23+50 TO 28+00 SHEET 18 OF 21 509 x. , 510 PROP. JUNCnON BOX, A-10 STA 2e+19.31, 7.50' L 18.91' R- 5.88'S. W RCP R- 5.68'N. Be RCP O O + • WOO Z--� F- � 1- W !n W W N Z W J UN i TOP ar H roP ar eANx E rw or sAxx ; Lu 509 @ C e @ S PR0PSD12YPE BB —INLET. I-18a SYA Y 55.03. 43.05L RIM - 18.02' S R — 13.50 N. 24• RCP�I R - I3.SW E. 24• RCP PROP. 36 lF — 24• RCP O DAM PROP. JUNCTION BOX. A-9 STA — 30+55.01, 7.50' L RM = Ifl147 R 5.89' S, 84• RCP I R 13.12' E. 24• RCP I R = 13.H' W, 2P RCP R6.891N, 7Y RCP TOP OF eANx0 T� Oi a @- I s LLJ414 A 999yyy �yvk g H (n I PROP. V p I - za w a o.17>< R A PROP.TYPE BB —INLET, I-17 e STA - 30+83.44, 43.09' L RIM - 18.05' 1 R = t3.55' S. 2e RCP S . e• REINFORCED CONS. wu ar19TN {• x lz- CURBS \ R.x. e t 412 f "88—IN�T. REET R r EFNl iCP C! B"IA LOi or eANY _ S Alx f}' kEE 12' R r�Lt em ae AxA ra a enxx OP. 0. lF IPROP. TYPE BB —INLET. 1-19 a 0.171E •STA J0+82ee, 39.82' RIET, I-20 I RIM 17.79', 39.90' R I ~R = 13.25' S. 2{• ROP 17.79' W 50] R = lJ..��pp N. 2{- RCP W PROP. 28 lF R = 13.i0' W. 2{• RCP yc. = 2{• RCP 64#1711 IF 3RD STREET O LO or anrvx N O M N 3 H W (n W 2 W !n Z w J W - = N U 6EM���■ ■■■■M■■M■MEEEEE■■24 . . ■■ ■M ■ MMMMME■■■■■■_ ■■■■ F—���ir�EM �I■.. MEME _ is t6 14 OMEN Elm %oAW,2279, 12 - ■1'■SEE■��E■MEMOMMEM■MMENME �MMEM■M■ M■■■E■■E . _�MM■■■■MOM■ ■■■EFE■MEEEMM MI FEMME■ F■■■E■ MM■■EE■EOEM■■E■■M■OEM■■ MMM■■M■EEFM■■M■■MEE■■■■ M■■MEME M■■■E�MEM■■■■ BENCH MARK L�J PRIVATE UTILITY LINES SHOWN .I°IRPWNT ENERGY GAS DATE 4RN2 N1E4 NOTSNOW) APPROAD rdi AT*T TEXA9WBi DATE sxEI.N.xO CW WII fACILI S ., 1.n NAUD roR ONE YE. CENIERPOINT ENERGY ELECTRIC DATE VNESS OMM% NOIFD, V" AT APNAOWD ONLY FEW EAKINELING ME OF NENEEW ONLY) bf CobbFendley Texas Reglsbaron No. 274 13430 Nor111West Freewey, Suite 1100 Houston, Texas 77040 713 462 3242 1 fax 713.462.3282 www ooD8/erkley wrn eam�xq�YREF101EDN.xN. PxSNe: xEAtx R c srlei w. Dzs,Ae mt� CITY OF LA PORTE 3RD STREET PAVING AND DRAINAGE PROJECT PROJECT NO: DRAWN BY: ALE: HORZ : 1-=20' VERT :1•=4' 3RD STREET PLAN & PRonLE STA. 28+00 TO 32+50 26+00 29+00 30+00 31+00 32+00 32+50 SHEET a a 400 O Ln04 A 0) W V) W S W V) ZLLJ w roc Dr eu,x H Q TOP DF enrvx � a PROP. TYPE C MN, A-6 STA - 32+69.31. ].SO' L 9.05' -7.26'S 72' RCP R R - 7.26' N. ]Y RCP yy 5 1, TOP OF BANK_ • O O 04 Q F— W N W m = 3RD STREET R g J Ed TOP OF 8—w T. 5 BRNx = V) 5 5' OEw ANx Trn OF ecx✓ _ BAV TOP OF RANK _ 15' 6' REINFORCED 006._ - - Q 8 PWLT IMTH 4' X 1Y OAM r TOP GF aATM —PROP.-4 A - 24' RCP O�:L VP PROP. TYPE `_/i I x I • BB-R&.�56 I STA - 35+2135 39.06' R 5 • INLET, I-15 RN. ' ROR 0 F STA . 53.35, 369J' R E1. - 15.05 N. 2e RCP - lil 11. - 5.00' R - 1505' W. 24' RCP llJ - R - 15.00' S. 24' RCP ADS _ t PROP. JO LF o -n = 411 -_ 407 :t. zi 40t .u, ~ 1 »124' R€P O 0.1$I{ y k k3 a 321 I I 3RD STREET - PROP. TYPE BB -INLET, 1-14 STA - 35+23.61, 3 "' L RIM - 19J0, a 402 R - 15.15' N. 24' RCP R - 1515' F 24- RCP PROP. m LF - 24'RCP OD.17 PROP. TYPE C MR. - STA . 35+23.61. ]. L RIM - 19.62' R . 7.63' N, 72' W R . 7.6Y S. 72' RCP R - 1510' W, 24' R-14.9TC24'RfP PLANTERS PLANTERS 3 Y 1 5Ed Ed A I E LJ.I Q IF 322 ' V) PROP. 30 LF L) I w 24' RCP O 0.17% a m PROP. TYPE BB -INLET. 1-13 STA - 35+53.61. 39.06' L w ROM RM - 19.70'0' 8 I R-13.2S 24'RCP y ■■■■■■■■■■■i�i�i■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ 12 ■■■■■■■■■■■■■■■■■■■■■■■ Is ■�������■■■�■�■■III■�■■■■■■� 14 ■��1■�—_ tii�"������MAm ���//iU/.i////' _ ___ h////��/// ■________ _—___ ////ice/. ®��■�_—�u-_—_ -- .������ ///Li6////////////%%///H/////lRM%/N/H//11""/5660%.4ipu �r_�.�..�.�.. ■■,1■� I1■_____ •• ®__,1■_____■_■_■_ I1 _ I' ■■■■■■■■■■■■■■■■■■■■■■■ BENCH MARK wue: r•aY PRIVATE UTILITY LINES SHOWN -IFERPQNT ENERGY GAS DATE .. ¢RVQ uNos NOT .) -r pO FOR AT&T IEZAS/SWBT DATE OJNO SON V FACIIInES wLY. - a es VALID FOR oNB YErR 'CRPOINT ENERGY ELECTRIC DATE ,a wLY "A ( .NW UK.... LRNEs MERw2 NoTne 0 AF n E M .NEV MY) e:°° CobbFendley Texas ReglstraLon No. 274 13430 Northwest Freeway, Suite 1100 Houston, Texas 7 040 713 462.3242 11. 713 462.3262 www.coOOtencley.com rOe•4 � as•..: Nu1n.No..:.,. xp.�22gEE- Oaia NoAmoo 222 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT ,UE DATE iDESCRIPTION CHECKED BY: HRL SCALE: HOR2 -=20VERT 3RD STREET PLAN &PROFILE STA. 32-- TO 37+00 32+50 33+00 3s+ao 36+00 SHEET 20 OF 312 PROP. TYPE C W. A-5 STA - 37+M61, 7.50' L IM - 20.51' R - 7.79' N. 72' RCP R - 7.79' S. 72- RCP MC N a 1 OF BANK �S 6 Q F- H W N W 2 Z W J W 2 V) F- 5 4DEWALK Q o 0 315 313 " 0W TTPE BB -IN I-1b STA - N+93.62. 3'B.47 L RIM 20.50' R 15.95' N. 24' RCP FL - 15.95' E. 2C RCP PROP. 31.42 L 24' RCP O 0.175- PROP. TYPE C MH, A-5 STA - 39+93.62, 7.50' L RB1 - M.6C FL - 9.96' N. 48' RCP-. FL - 14.57' E, 2P RCP FL - 15.90' W. 24' RCP _-_ R- 7.96' S. 72_REP_ TOP Of BANK 3RD STREET bA 11 PP W P 1 222 ' W Of (n PROP. 301E - 24' RCP O 0.1] m I PROP. TYPE BB-MLET. 1-9 STA - 40+23.15Z 39.06' L RIM - 20.50' W ROM R - 16.00' S 24' RCP 8 I I OD. 6' REINFORCED Cd1C. PVMT NIM 4' X 12' CURBS _ �n TW B4N "I . TOP OF BANK 16" ¢ PROP. 233 LF - - 4B' RCP O 0.13x — — TOP OF a,NK � Y �ISTA - 40+23.35, 38.92' R LF - (. 7-" I RIM - 20.M' ns-R -14.70' S. 24' RCPW.. 2/'RCP O 0.17iD311 ]W I-12 -- (nSTA R 41 _ _ RIM - 17.0Y / m R - 14.65' N. 24' RCP ` R - 14,65' w, 24' RCP 3RD STREET O U1 Y T N N B Q F— H W (N W —m= W N R—g Z J LAJ LLJ = W U N F— a 219 P P 28 26 - 28 26 24 24 22 22 20 8 IL I 15 f1CP IN' RGP 6 16 15- RLP- 5' FFF ABI 1 ' sr !6" R RGP74 !8' RC 16 14 12 E%15T. PPRox A, / 1C-t 11 12 _-- - _�. _-. FIAT. (APRROK NATER OOAIOP) 10 B -7.75 _ 1 10 8 B Zm 8 4 4 2 2 0 0 -2 -2 3T.ao 38+00 M+00 40+00 41+00 41+50 BENCH MARK elNaKu+K R1crn-Anrw N. "002515 A A' BRASS DW Slfi Y F..=I ONBRGGE Ai N0x H &T!NO FMWTAQ ROAD OF p!wAY Iw AND UTR£ CFDM BAYDO LOCAIFD ON DOW1 STEM CON(MTE wAUK ON, SDVTNi GOIMEif OF RRWY. MAW Im 2 AGA) G� BGII: P�bT ,E TEEF RYPRY.E ..B NOT GAS 5W1) DAM A19RONT0 FOR AT&T TE%AN6T OATS U DERGRO ND C410Rn F.5 2T SIONANRES II D FOR ONE YEAR CENTERPOINT ENERGY ELECTRIC GATE uNF�s9 ODT.flfw4 NOT�O VP1NiD RAT nN�N Oi P NEw Ms CobbFendley u Texas Regisvaeon No 274 1 U30 Northwest Freeway, Suite 1100 HONBOon, Texas nO40 713 462 3242 11ax 713.462,3262 www.coh0ler ley.Gorli NiRW PfVtW �5 OK CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT 511E I DATE DESCRIPTION BY: HRL HORZ : I'=M' VERT 3RD STREET PLAN & PROFILE STA. 37+00 TO 41+50 1HEET 21 of 21 Ya a PROP. ]0 LF i y44 H .- 31' RCP O 0.17x a � W 210 b h 2164 206 ¢ 204 200 - b k � -y� 120 lIB PROP. TYPE BB -INLET, I-6 pp % PROP. TYPE BB -INLET, I-5 STA 4{+80.03, {288' L 5 V) STA = 44+89%. 4294 L RIM - 20.20' y PoM = 20,20' R 15.65' N, 24' RCP Y I ee Q : FL = 15.70' S. W RCP 24' RCP A I Y 5 PROP. TYPE C MN, A-4 PROP. 35 LF STA = 42+28.82. 7.W L r 24' RCP a 0.171L & ROW PROP. TYPE .8INLET. -3 R IM.olr B STA = 20.39' 88, 1].49' L PROP. TYPE C MH, A-3 T G = 20.39' CP STA - 44+60.03. 7.50' L / 14.93' E, 2e RCP CP RIM = W. FL - 15.5{' E. 24' RCP 1559 W, 24' RCP II O I O57 S48-RCP _ L__ _ __ O � _ _ _ �JdB-RCP YS10P 0* BaxxNm or ennz 4 _ �oo or Ranx a t" ePE IN`-P PA •N- - S' SID - PROP. 74 if LL, Q~ •RCP a MIOX p IQ—W Ld (n W m— _... to 2 = 42+00 43+00 44+00 45+00 I rc 481 W (n __r_— _ _ _ _�_ __ __ _�__y __y—_ _ �1__m.�— W (n Ld PROP. 2J3 LF Z J W - 46' RCP O 0.13% 3RD STREET PROP. 22 LF D w = W - = 24' RCP a 1.00>< I = (n U V) U ~ PROP. 8' REINFORCED CONC. _. - _ - - - COX PAM1O °" n / CONCRETE PANNG Q < PWT WITH I- %. 12' CORES I e E Tl.i 13AU n. R a rrA 1 ♦ a _ TYPE PE L MIT. A-1 4 LF T STA 46FS , T.SU`C - = 24' RCP O 1I I RIM 20,40' i PROP. TYPE BB -INLET. 1-8 I i1.fN' S. JB RLP 5' STA N+60.25, JB.OB' R R 14.9Y' W. 24' RCP RIM . 0' R FL 14.7T E. 24' ROP R 15.62' N, 24' RCP W EL i 11A4' N. 35' RCP R - 15.62' W, 24' RCP.AV/ PR OSED FIRE STAPON 215 201 PROP. TYPE BB-INIET, 1-7 I" By OTHERS WI N RIM = 20.18' .93. J9.7K R �{�G = 45+J3.58,14.55 R PROP. 37 LF 3 Q i = 15.68' S, 24' RCP PIJ 14.99'1 W. 2{' RCP e - _ 4 24' RCP O O.In 3RD STREET 28 26 24 IMP is ■■■■■■■ 21 IS ■■■■��■■■■■■■■■■■-III■--�1111® .....//'9/N//,//%%.ri,/A/„////%//d//�J•%/////,H„//%//////////,/%//'///////,/// /uiAroiiii �. ■■■11 ■■■■■■■■■■�"■■■.' 1■■ ■■■■■ ■■■■■■■■■■■■I ■■■■,■■■ BENCH MARK AN WT60025 I5 A 4 MASS Oml STAN CW alp AT "Ge'N XVNO FRONTAtl MOIMAT 146 .0 YTTUE CEDAR BAM pONN STgE.W CpICRETE MMx ON SM 6 BRIDGE. (NAw 1989, 2001 APL) ewer-m CENTENERGY GAS GATE ERPONT a.. SEANCE LINES .1910W) APAA0 FM AT&T TE%AS/SWET DATE SmAWOFACRMIO CENAln EYUA fMr. CENTERPOINT ENERGY ELECTRIC DATE IAAAAAEo NS TER.Slt N] AT TAUS ar MNC. 0AL too CobbFendley u Texas Registration No. 274 13430 N1x81west FTeaway. Suite 1100 H0lufon, Texas 77W 713 482 M42 I fax 713.482. 3282 www.0 bfeneley.Gom eae�ne�R w ,ngIT ,: HEATH Ro LTLE P.E. Sen 9.a No.TN uwCITY OF LA PORTS 3RD STREET PAVING AND DRAINAGE PROJECT ISSUE DATE DESCRIPTION PROdCT NO: 1212-026-01 DRAWN BY: TOR CHECKED BY: HIRE SCALE: HORZ : 1120' N I 3RD STREET PLAN & PROFlLE STA. 41+50 TO 46+00 4145D 42+00 QH,OD 44+00 Nxlw SHEET 22 OF y Y Y I 8 It6 � e 3 I I I I w I Y y w O • • • _!_ _ �4 �Y� 6 • l0 T _fn _ (0 N Z d N CONCIEIE PANiD Q Nm_. N w 3RD STREET w 3 = ORA E e / �00 46+00 4B+00 Z o J LJ LLl N �cPA NC LEI TT �w� a« N s NNuwx a ran < L O�ENNAHG Sl II siPry 3 q S I • c000 eu1 mNG 44 1z � OAF$ioxY 9aILX Bn10 I G Ep e 9 18 I PROPOSED FIRE STAInON 'Rr OTHERS NIcI u3 1os I 3RD STREET BENCH MARK 3 rcNwNAax NaDONAnal C XM 4 E pNlg$NDR 5 A NORTH WG9 q9( STM$im W RF WATlyNNOWRCfpMBtlAIfp RW Wl $IIZ (H CQICRCTE MN% W 9dIMFIST CCNER R NLIfE. (MAN) 19e4 FM M1) S \ 5 50+00 5D+60 aNE sroa. y $MEC! ME1AL dILL01NG E I� 3 E I eNV WIDN' 28 25 26 -A 26 24 r 24 22 v 20 -- — - --__ _ 20 - - - 6 1 16 16 16 14 E.e:SS. 5' wnrEn 14 12 12 10 10 6 6 6 6 4 4 2 2 40+00 47+00 M 00 49+00 'A+00 50+50 CENIERPOINT ENERGY GA5 DATE (EXlpf S NNI Dais NOT 410YN) ANPsnao FOR AT&T TE%A�MHT DATE 1earaseas [paxNi ffgl pLL r. SONAOXES YAIYI FOR PIE WAR CENTERPOINT ENERGY ELECTRIC RATE (AWPO,EO 010.T (PI PRO DING WENaWNO WC1lWES VMF55 o11EN+sE NOTE. wo T TYE OF XENEw ONT�1 CobbFendley u Texas Registration No 274 13430 NoNxvest Freeway, S,Me 1100 Houston, Texas 77040 713.452. 32421 tax 713 452 32132 www.co0pferWley.DRE1 .aa. . r eaNer HEATx a in sww xa oDIZNtt1 CITY OF LA PORTE I 3RD STREET PAVING AND DRAINAGE PROJECT SUE DATE I DESCRIP➢( IOJECT N0: 1212-026-01 'AWN BY: TDB i_CKED BY: HRL ro E: HORZ : 1'a20- VERT :1'm4- 3RD STREET PLAN & PROFILE STA. 46+00 TO 51+50 SHEET 23 OF 21