The URL can be used to link to this page

Home My WebLink AboutPR 20402: ACCEPTANCE OF PRELIMINARY ENGINEERING REPORT FOR NASHVILLE AVENUE FROM 7TH ST (REV. RANSOM HOWARD ST) TO PROCTER STREET City of ort www.PortArthurTx.gov INTEROFFICE MEMORANDUM Date: Aug. 7, 2018 To: The Honorable Mayor and City Council Through: Harvey Robinson, Interim City Manager From: Armando Gutierrez, Jr., P.E., Director of Public Works RE: Acceptance of Preliminary Engineering Report for Nashville Avenue from 7th St(Rev. Ransom Howard St)to Procter Street Introduction: Presentation of the Preliminary Engineering Report for Nashville Avenue and possible action to have the City Council's approval and acceptance of the Preliminary Engineering Report with the recommendations as presented. Background: Nashville Avenue from 7th St (Rev. Ransom Howard St) to Procter is part of the Year 1 Street Program which was awarded to Action Civil Engineers, PLLC for design per Resolution No. 18-191. The Preliminary Engineering Report is the first step in the design efforts which completes all the field work. The Preliminary Engineering Report contains the findings of the field work and recommendations for the proper design for the street improvements. Budget Impact: There is no additional cost for this Preliminary Engineering Report. This is part of the design fees already established by the award of the project design. Recommendation: It is recommended that the City Council approve and accept the Preliminary Engineering Report with the recommendations as presented. "Remember,we are here to serve the Citizens of Port Arthur" 444 4th Street . Port Arthur,Texas 77641-1089 * 409.983.8182 x FAX 409.983.8294 P.R. 20402 08/7/18 ace RESOLUTION NO. A RESOLUTION ACCEPTING THE PRELIMINARY ENGINEERING REPORT FOR NASHVILLE AVENUE FROM 7TH STREET (REV. RANSOM HOWARD ST) TO PROCTER STREET BY ACTION CIVIL ENGINEERS, PLLC OF PORT ARTHUR, TEXAS WITH NO PROJECTED BUDGETARY IMPACT. WHEREAS, per Resolution No. 18-191, the City Council selected Action Civil Engineers to perform professional engineering services described in the scope of work for the Roadway Design of Nashville Avenue from 7th Street (Rev. Ransom Howard St) to Procter Street; and, WHEREAS, the Preliminary Engineering Report is the first phase of the engineering services provided by Action Civil Engineers for Nashville Avenue as attached Exhibit "A"; and, WHEREAS, a presentation of the Preliminary Engineering Report for Nashville Avenue and possible action to have the City Council's approval and acceptance of the Preliminary Engineering Report with the recommendations as presented. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PORT ARTHUR: THAT, the facts and opinions in the preamble are true and correct; and, THAT, the City Manager is authorized to accept the Preliminary Engineering Report for Nashville Avenue from 7th Street (Rev. Ransom Howard St) to Procter Street by Action Civil Engineers, PLLC, in substantially the same form as attached hereto as Exhibit "A". THAT, a copy of the caption of this Resolution be spread upon the Minutes of the City Council. READ, ADOPTED AND APPROVED this the day of , A.D. 2018 at a meeting of the City of Port Arthur, Texas by the following vote: Ayes: Mayor: Councilmembers: Noes: Derrick Ford Freeman Mayor ATTEST: City Secretary Sherri Bellard APPROVE1 AS TO FORM: APPROVED FOR ADMINISTRATION: VAL: 71 0 Valecia izena Harvey Robinson City Attorney ' Interim City Manager Armando Gutierrez, Jr., P.E. Director of Public Works P. R. 20402 EXHIBIT A :• :.•, t `- ACTION CIVIL ENGINEERS, PLLC k•....1 Firm Registration No.F-16376 • i 4,03€8/ 4:6 ci---- Fru-!le Clot o "=}. c : if'II ti ill.%,~. 8114/a/ 1 ori rihur / �/ C)''\°71 ____ ___.: Preliminary Engineering Report 10 Propose Paving Improvements on Nashville Avenue from 7th Street (Rev. Ransom Howard Street) to Procter Street City of Port Arthur Street Division b4 't , /e/g * d'* 0* .........«........... * . r WILLIAM V.LARRAIN - ',...9\ten��519i3 0 �� +ro • Phone 409-983-6263 8460 Central Mall Dr.Suite J Page 11 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace(alacecivilenaineers.com Web site:www.acecivilengineers.corr ;,. 4 : 1 = ACTION CIVIL ENGINEERS, PLLC Firm Registration No.F-16376 Project Area On June 6, 2018, Action Civil Engineers, PLLC was authorized to prepare a preliminary engineering report to address the reconstruction of Nashville Avenue, from 7th Street (Rev. Ransom Howard Street) to Procter Street in the City of Port Arthur. Engineering surveys for design have been completed and accurately depict the existing roadway surface features as well as storm sewer conveyance facilities that currently exist, associated with the roadway to be reconstructed. A geotechnical study has also been prepared to determine existing subgrade characteristics in order to develop recommendations for reconstruction. The project area is shown on the location map to illustrate the total area affected by the proposed improvement. During the course of this engineering study the contributing drainage area will be considered in order to provide our assessment of the storm sewer facilities that are now existing. We will evaluate the existing systems ability to convey calculated storm flow based on the City of Port Arthur's current drainage criteria. This effort will offer some insight into the required capacity of an adequately sized storm sewer facility. In the event the existing facilities have been designed in consideration of a lesser design storm frequency, the city can evaluate the merits of increasing the size of the existing storm sewers prior to the placement of a new pavement section. The city may elect, at a minimum, to replace those sections of existing storm sewer, which will be directly underneath the proposed pavement improvements and come back at a later date when budgeted funds are available, to complete the storm sewer aspect of the project. Phone 409-983-6263 8460 Central Mall Dr.Suite.1 Page 12 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace(a)ocecivilenaineers.com Web site:www.acecivilengineers.con 444.%C..- 4.<44 LP., ., ACTION CIVIL ENGINEERS, PLLC • to, '"" Firm Registration No.F-16376 Scope of Project The Nashville Avenue reconstruction effort is approximately 1100 feet in length and will run from 7th Street to Procter Street. During the course of the geotechnical investigation technicians were on site to core through the existing surface, base and subgrade material, to a total depth of 18 inches. The thickness of each layer was measured in the field and samples of the subgrade were collected for subsequent testing in the laboratory. The samples were returned to the laboratory to determine if any lime was present in the subgrade and to perform Atterberg limit determinations. Sample test numbers 7, 8 and 9 of the geotechnical laboratory report are associated with Nashville Avenue. The inconsistencies of surface and base thicknesses can be seen coupled with the fact that the underlying base material is either a shell base, a shell base with gravel mix, or the observation of"No base observed" were noted. TEST LOCATION OF TEST THICKNESS TYPE OF •o. (INCHES) MATERIAL 7 Nashville Between Proctor&5th Street 7.0 HMAC 3.0 Shell Base 8.0 Subgrade LL=52 PI=29 8 Nashville Between 5th Street&6th Street 3.0 HMAC 8.0 Shell Base w/Gravel 7.0 Subgrade LL=46 P1=24 9 Nashville Between 6th Street&7th Street 5.5 HMAC 12.5 Subgrade LL=62 PI=37 NOTE:No Base Observed Phone 409-983-6263 8460 Central Mall Dr.Suite J Page 13 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace@ocecivilenaineers.com Web site:www.ocecivilengineers.con t ACTION CIVIL ENGINEERS, PLLC sem, •"" Firm Registration No.F-16376 • Based on review of the field and laboratory data provided by the geotechnical engineer, two options were developed for possible consideration; although, it is my opinion only one option can be considered based on the fact that there is no base material under the existing concrete curb and gutter sections, and no base was observed in the main roadway section of Nashville between 6th Street and 7th Street.. [The geotechnical report accompanies this preliminary engineering report] Existing Utilities and Structures The reconstruction project will take place within the existing roadway right-of-way. Nashville Avenue is considered a residential roadway and there are no plans for increasing the roadway width within the existing right-of-way. Existing sanitary sewers, water lines, and private service utilities will be notified in advance of roadway reconstruction for a final determination on whether or not these facilities will be impacted by the proposed roadway reconstruction. I At this juncture there is no indication that existing water distribution or sanitary sewer infrastructure has to be lowered in order to accommodate the proposed roadway reconstruction effort; although, some shallow service lines may need to be adjusted in advance of these roadway improvements. During the course of the engineering design surveys, it was noted that nine (9) storm water inlets were in need of repair. Because the project will include the total removal of existing curb and gutter sections, this can include removal of the top casting of the existing storm sewer inlets, allowing for their reconstruction along with placement of the new curb and gutter sections. The city may also elect to replace these structures in their entirety, depending on the type of construction used when they were built and the integrity of the lower section of these structures. • Phone 409-983-6263 8460 Central Mall Dr.Suite JPage 14 Fax 409-983-6265 Port Arthur,Texas 77642 Email: acePacecivilengineers.com Web site:www.acecivilengineers.con 4.eiACTION CIVIL ENGINEERS, PLLC "•` Firm Registration No.F-16376 • There was also observed during field observations, the presence of streetlights positioned at each intersection and mid-block locations; although, they were observed during the daylight hours, they appear to be in good physical condition. Pavement and Right-Of-Way Once we completed our field observations and reviewed the photographic records gathered during our survey, we assessed each finding in keeping with the PASER Manual for asphalt road pavement surface evaluations and rating. We assigned asphalt pavement distress characteristics to each and quantified our findings to come up with a percentage of each type of defect observed and an overall percentage assessment of the entire roadway surface. The "Paser" pavement distress characteristics used are listed on the table on the following • page. Also, a percentage of that particular distress factor is noted, representing our assessment from each photo. The Paser assessment criteria are as follows: Poser Asphalt Roads Ratings System Criteria 10. Excellent-no visible distress-typically new construction. 9. Excellent-no visible distress-Recent Overlay like New. 8. Very Good-no longitudinal cracks except reflection of paving joints. Occasional transverse cracks, widely spaced (40 feet or greater). All cracks sealed or tight (open less than 1/4").-Recent seal coat or new cold mix, little or no maintenance required. 7. Good-very slight or no raveling, surface shows some traffic where. Longitudinal cracks (open 1/4") due to reflection of paving joints. Transverse cracks open 1/4", spaced 10 feet or more apart, little or slight crack raveling. No patching or very few patches in excellent condition. Phone 409-983-6263 8460 Central Mall Dr.Suite J Page 15 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace@acecivilenaineers.com Web site:www.acecivilengineers.corr ACTION CIVIL ENGINEERS, PLLC • * - "" Firm Registration No.F-16376 6. Good-slight raveling (loss of fines) and traffic wear. Longitudinal cracks (1/4"-1/2"), some spaced less than 10 feet. First sign of block cracking. Slight to moderate flushing or polishing. Occasional patching in good condition. 5. Fair-moderate to severe raveling (loss of fine and coarse aggregate). Longitudinal and transverse cracks (open 1/2") show first signs of slight raveling in secondary cracks. First signs of longitudinal cracks near pavement edge. Block cracking up 50% of surface. Extensive to severe flushing or polishing. Some patching or edge wedging in good condition. 4. Fair-Severe surface raveling. Multiple longitudinal and transverse cracking with slight rattling. Longitudinal cracking in real path. Lock cracking over 50% of surface. Patching in fair condition. Slight writing or distortions 1/2 inch deep or less. 3. Poor-Closely spaced longitudinal and transverse cracks often showing raveling and crack erosion. Severe block cracking. Some alligator cracking, less than 25% of surface. Patches in fair to poor condition. Moderate writing or distortion, 1"or 2" deep. Occasional potholes. 2. Very Poor-Alligator cracking over 25% of surface. Severe distortions over 2" deep. Excessive patching or condition. Potholes. • 1. Failed-severe distress with extensive loss of surface integrity. S Phone 409-983-6263 8460 Central Mall Dr.Suite 1 Page 16 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace@acecivilengineers.com Web site:www.acecivilengineers.corr _;ACTION CIVIL ENGINEERS, PLLC 4„ _ ,so-- ,^" Firm Registration No.F-16376 S PASER PAVEMENT SURFACE EVALUATION-ASPHALT ROADS NASHVILLE AVENUE FROM 7TH.STREET(REV.RANSOM HOWARD ST)TO PROCTER ST. PICTURE NUMBER . POTHOLES ' PATCH i REFLE.CR. ` BLOCK CR. __LONG.CR. .'(TRANS.CR. ` ALLIGATOR `_ EDGE CR. SURF.DETER. CURB/GUTTER ` 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 . iik 21 22 23 24 25 26 27 28 PERCENT 29.00% 22.00% 25.00% 11.00% 43.00% 50.00% 0.03'% 0.03% 93.00% 61.00% (Percentage represents that this particular defect occurred in that range of the toral samples taken.) I - III Phone 409-983-6263 8460 Central Moll Dr.Suite 1P age 17 Fax 409-983-6265 Port Arthur, Texas 77642 Email: ace(Sacecivilengineers.com Web site:www. acecivilengineers.con sz- � A. ACTION CIVIL ENGINEERS, PLLC 1LC Firm Registration No.F-16376 Reviewing the column percentages related to each surface defect and taking an overall average of the defects indicates 40% of this 1,100 feet section of Nashville has a recognizable defect of one form or another. This information in conjunction with the geotechnical report validates the net effect of what can be seen on the surface of the roadway today. From my observations between 1976 through the early 1990s, the use of oyster or clamshell as a road base material was very common because it was very plentiful and less expensive for the use as road base material in Southeast Texas, until depletion of these sources necessitating the road building industry to shift to the more expensive Texas yellow limestone. Over time the shell base would crush and consolidate under the repetitive and heavy loads of continual traffic. This consolidation of the shell base material created gradual settlement and subsequent movement, resulting in the defects visible at the surface. It is unclear how long the current surface/base section of Nashville has been in service; although, It is a fair assessment to • conclude that although this section of Nashville has had good longevity, the existing shell base will no longer be reliable as a foundation for new roadway construction. Recommendations During our research investigated two possible options for replacement of this roadway section. We consider going back with a new concrete curb and gutter in keeping with the city standard curb and gutter section, or to consider upgrading to an 8 inch (8") reinforced concrete pavement section with a mountable curb. Based on our knowledge of the performance of a shell-based roadways in conjunction with the expansive contractive nature of the Beaumont clays of this area, it is recommended that all surface course materials (HMAC & shell base) be removed down to stable subgrade soils. Regardless of the option recommended to the city of Port Arthur, either option will consist of removing and disposing of the existing concrete curb and gutter sections concrete curb and gutter sections, removing and stockpiling all surface course materials (HMAC & base) down to Phone 409-983-6263 8460 Central Mall Dr.Suite JPage 18 Fax 409-983-6265 Port Arthur,Texas 77642 Email: ace@acecivilengineers.com Web site:www.acecivilengineers.corr ACTION CIVIL ENGINEERS, PLLC Firm Registration No.F-16376 i stable subgrade soils, stabilizing the existing subgrade to a depth of eight inches (8") minimum, with approximately 6% lime by weight. After stabilization, the subgrade is to be compacted to at least 95% of maximum density, at a moisture content within -2%to +3% of optimal moisture. After the subgrade has been properly stabilized and compacted, the city may elect to move forward with an asphalt/base reconstruction effort or to consider an upgrade using the reinforced concrete pavement option, which will offer an extended life expectancy over the asphalt/base option. If the city would elect to move forward with replacement of the existing concrete curb and gutter/base combination of the following procedure would be followed. It is recommended to place the first lift of base material consisting of a minimum of four inches (4") of a suitable flexible base (i.e. limestone base), then moisture condition and compact to at least 95% of maximum density at a moisture content within -2% to +3% of optimal moisture. Once the base has been properly placed and compacted, the proposed concrete curb and gutter • section can be constructed on the first lift of compacted base. Following placement of the curb and gutter sections, the first lift should be scarified and a second lift consisting of 4 inches (4") of limestone base material should be placed, then moisture conditioned and compacted to at least 95% of maximum density. A minimum two inches (2") layer of type D hot mix asphaltic concrete (HMAC) should then be placed and compacted. Likewise if the city elects to move forward with a new eight inch (8") reinforced concrete pavement section mountable curb, following the subgrade stabilization process mentioned above, the new reinforced concrete pavement section can be formed and placed. It can be seen from the preliminary construction estimates the concrete pavement section results in a less expensive finished product. This can be attributed to the reduced amount of labor and equipment costs associated with the placement of the concrete pavement section compared to the limestone base construction process and placement of the asphalt surface. • Phone 409-983-6263 8460 Central Mall Dr.Suite J Page 19 Fax 409-983-6265 Port Arthur,Texas 77642 Email: acePacecivilengineers.com Web site:www.acecivilengineers.corr +--;- ACTION CIVIL ENGINEERS, PLLC • •"" Firm Registration No.F-16376 I Based on the cost estimates generated, Action Civil Engineers recommends moving forward with the reinforced concrete pavement section as opposed to the hot mix asphalt/base combination. If you have any questions about the information contained within this preliminary engineering report or the geotechnical engineers' findings, please feel free to contact us for further discussion. Respectfully submit d, William V. Larrain, PE • • Phone 409-983-6263 8460 Central Mall Dr.Suite J Page 110 Fax 409-983-6265 Port Arthur,Texas 77642 Email: oce@acecivilengineers.com Web site:www.acecivilengineers.corr r' ae, ACTION CIVIL ENGINEERS, PLLC Firm Registration No.F-16376 • EXHIBITS • 1111 Phone 409-983-6263 8460 Central Mall Or.Suite J Page 111 Fax 409-983-6265 Port Arthur,Texas 77642 Email: oce@acecivilengineers.com Web site:www.acecivilengineers.corr :}. ACTION CIVIL ENGINEERS, PLLC • Firm Registration No.f-/6376 rug COST ESTIMATE FOR CONCRETE ROAD REPAIRS NASHVILLE Procter-7th St. DATE: 8/3/2018 LOCATION OWNER:City of Port Arthur PROJECT DESCRIPTION:Concrete Road Repairs for Nashville Procter-7th St. SUMMARY BY:JMK CHECKED BY: W.V.L. DESCRIPTION I UNIT I QUANTITY UNIT PRICE I TOTAL I. ROAD REPAIRS 2018 CIP PROJECTS A. ROAD REPAIRS REMOVEING&DISPOSE OF EXISTING ASPHALT 1 SURFACE&BASE,FULL DEPTH,ALL IN ACCORDANCE S.Y. 4,500 3.50 $ 15,750.00 WITH PLANS AND SPECIFICATIONS REMOVING&DISPOSE OF EXISTING CONCRETE CURB 2 &GUTTER,ALL IN ACCORDANCE WITH PLANS AND L.F. 2,200 4.75 $ 10,450.00 SPECIFICATIONS UME STABIUZED SUBGRADE LIME&MANIPULATION 3 INCLUDED;STABILIZE 8"DEPT MINIMUM USING 6%BY S.Y. 4,700 4.00 $ 18,800.00 WEIGHT HYDRATED LIME,COMPLETE IN PLACE 4 8"REINFORCED CONCRETE PAVEMENT),ALL IN S.Y. 4,700 75.00 $ 352,500.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS FURNISH AND INSTALL STANDARD TYPE"C"CURB 9 INLETS,REMOVE&DISPOSE OF EXISTING INLET,ALL EA 8 3,500.00 $ 28,000.00 IN ACCORDANCE WITH PLANS AND SPECIFICATIONS TEMPORARY EROSION,SEDIMENT AND WATER 10 POLLUTION CONTROL MEASURES,PER TXDOT STD EA 8 1,500.00 $ 12,000.00 SHEET EC(1)-09& EC(6)-93 FURNISH,INSTALL,AND MAINTAIN TEMPORARY TRAFFIC CONTROL MEASURES,BARRICADES,SIGNS, AND TRAFFIC HANDLING,COMPLETE IN PLACE, • 11 INCLUDING BUT NOT LIMITED TO CONES,SIGNS,SIGN LS 1 5,000.00 $ 5,000.00 HARDWARE,PAVEMENT MARKERS,STREET AND DRIVE ACESS,LABOR,FLAGGERS,AND MATERIALS,ALL IN ACCORDANCE WITH PLANS AND SPECIFICATIONS 12 REMOVE&DISPOSE CONCRETE DRIVEWAYS,ALL IN S.Y. 750 20.00 $ 15,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 13 CONCRETE DRIVEWAYS,ALL IN ACCORDANCE WITH S.Y. 750 75.00 $ 56,250.00 PLANS AND SPECIFICATIONS 14 REMOVE&DISPOSE CONCRETE SIDEWALKS,ALL IN S.Y. 300 20.00 $ 6,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 15 CONCRETE SIDEWALKS,ALL IN ACCORDANCE WITH S.Y. 300 50.00 $ 15,000.00 PLANS AND SPECIFICATIONS CONCRETE WHEELCHAIR RAMPS STANDARD WHEELCHAIR RAMPS,ALL IN ACCORDANCE WITH EA 11 3,000.00 $ 33,000.00 PLANS AND SPECIFICATIONS CEMENT STABILIZED SAND 1-1/2 SACK/CY,BACKFILL 16 MATERIAL FOR CURB AND GUTTER,ALL IN C.Y. 500 50.00 $ 25,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 17 610 ROCK FOR DRIVEWAY LOOSE DUMP&SPREAD, TON 200 50.00 $ 10,000.00 PER TRUCK MEASURE SUBTOTAL-A $ 602,750.00 PROJECT CONSTRUCTION TOTAL-I: (A) $ 602,750.00 • 1 of 2 DESCRIPTION I UNIT I QUANTITY UNIT PRICE I TOTAL II. ENGINEERING AND SURVEYING TASKS THROUGHOUT THE PROJECT • B. BASIC ENGINEERING SERVICES ENGINEERING TASKS THROUGHT THE PROJECT(Including preparation of plans and bidding documents) 1 PRELIMINARY PHASE SERVICES L.S. 1 S 11,550.00 $ 11,550.00 2 DESIGN PHASE SERVICES L.S. 1 $ 23,100.00 $ 23,100.00 3 CONSTRUCTION PHASE SERVICES(ENGINEERING MANAGING DURING CONSTURCTION) L.S. 1 5 11,550.00 $ 11,550.00 SUBTOTAL-B $ 46,200.00 C. 'ENGINEERING SURVEYS FOR DESIGN: TOPOGRAPHICAL SURVEY:Horizontal&Vertical survey L.S. 1 $ 6,000.00 $ 6,000.00 data for design SUBTOTAL-C "(ESTIMATE] $ 6,000.00 D. GEOTECHNICAL&LAB TESTING 1 CONCRETE MIX DESIGN $ 1,500.00 2 CONCRETE BEAM&CYLINDER TESTING $ 2,500.00 3 SOIL BORINGS&TRENCH SAFETY PLAN $ 7,500.00 SUBTOTAL-D "(ESTIMATED) $ 11,500.00 "Task will be performed by others SUBTOTAL- II:ENGINEERING&SURVEYING(B+C+D) $ 63,700.00 II. INSPECTION DURING CONSTRUCTION BASED ON 75 WORKING DAYS:FULL TIME INSPECTION $ 46,800.00 SUBTOTAL-II $ 46,800.00 PROJECT TOTAL(I+II) $ 713,250.00 II AggF il!4:14i 0*GY Ny Ad WILLIAM V.LARRAIN �` �T» +� 1418 William V.Larrain P.E.#51953ktifituall'INOMAL EM Date: Manager Action Civil Engineers,PLLC IP 2 of 2 r, ` ACTION CIVIL ENGINEERS. PLLC Firm Registration No.F-16376 • COST ESTIMATE FOR ASPHALT ROAD REPAIRS NASHVILLE Procter-7th St. DATE: 8/3/2018 LOCATION OWNER:City of Port Arthur PROJECT DESCRIPTION:Asphalt Road Repairs for Nashville Procter-7th St. SUMMARY BY:JMK CHECKED BY: W.V.L. DESCRIPTION I UNIT QUANTITY UNIT PRICE I TOTAL 1. ROAD REPAIRS 2018 CIP PROJECTS A. ROAD REPAIRS REMOVEING&DISPOSE OF EXISTING ASPHALT 1 SURFACE&BASE,FULL DEPTH,ALL IN ACCORDANCE S.Y. 4,500 3.50 $ 15,750.00 WITH PLANS AND SPECIFICATIONS REMOVING&DISPOSE OF EXISTING CONCRETE CURB 2 &GUTTER,ALL IN ACCORDANCE WITH PLANS AND L.F. 2,200 4.75 $ 10,450.00 SPECIFICATIONS LIME STABILIZED SUBGRADE LIME&MANIPULATION 3 INCLUDED;STABILIZE 8"DEPT MINIMUM USING 6%BY S.Y. 4,700 4.00 $ 18,800.00 WEIGHT HYDRATED LIME,COMPLETE IN PLACE 1ST LIFT-NEW LIMESTONE BASE MATERIAL,PLACE 4 AND ORDINARY COMPACTION AVERAGE 4"DEPTH, S.Y. 4,700 22.50 $ 105,750.00 ALL IN ACCORDANCE WITH PLANS AND SPECIFICATIONS 2ND LIFT-NEW LIMESTONE BASE MATERIAL,PLACE AND ORDINARY COMPACTION AVERAGE 4"DEPTH, S S.Y. 4,500 22.50 $ 101,250.00 ALL IN ACCORDANCE WITH PLANS AND SPECIFICATIONS DENSE GRADED HOT-MIX ASPHALT SURFACE COURSE 6 2",ALL IN ACCORDANCE WITH PLANS AND S.Y. 4,500 12.00 $ 54,000.00 SPECIFICATIONS,INCLUDING PRIME COAT 7 FURNISH AND INSTALL GLASGRID 8511, ALL IN S.Y. 4,500 20.00 $ 90,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS FURNISH AND INSTALL CURB AND GUTTER, AS PER 8 CITY OF PORT ARTHUR STD SHEET,ALL IN L.F. 2,200 7.00 $ 15,400.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS ADJUST EXISTING MANHOLES,WATER VALVES,& 9 INLETS,ALL IN ACCORDANCE WITH PLANS AND EA 10 150.00 $ 1,500.00 SPECIFICATIONS FURNISH AND INSTALL STANDARD TYPE"C"CURB 10 INLETS,REMOVE&DISPOSE OF EXISTING INLET,ALL EA 8 3,500.00 $ 28,000.00 IN ACCORDANCE WITH PLANS AND SPECIFICATIONS TEMPORARY EROSION,SEDIMENT AND WATER 11 POLLUTION CONTROL MEASURES,PER TXDOT STD EA 8 1,500.00 $ 12,000.00 SHEET EC(1)-09& EC(6)-93 FURNISH,INSTALL,AND MAINTAIN TEMPORARY TRAFFIC CONTROL MEASURES,BARRICADES,SIGNS, AND TRAFFIC HANDLING,COMPLETE IN PLACE, 12 INCLUDING BUT NOT LIMITED TO CONES,SIGNS,SIGN LS 1 5,000.00 $ 5,000.00 HARDWARE,PAVEMENT MARKERS,STREET AND DRIVE ACESS,LABOR,FLAGGERS,AND MATERIALS,ALL IN ACCORDANCE WITH PLANS AND SPECIFICATIONS 13 REMOVE&DISPOSE CONCRETE DRIVEWAYS,ALL IN S.Y. 750 20.00 $ 15,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 14 CONCRETE DRIVEWAYS,ALL IN ACCORDANCE WITH S.Y. 750 75.00 $ 56,250.00 PLANS AND SPECIFICATIONS 15 REMOVE&DISPOSE CONCRETE SIDEWALKS,ALL IN S.Y. 300 20.00 $ 6,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 16 CONCRETE SIDEWALKS,ALL IN ACCORDANCE WITH S.Y. 300 50.00 $ 15,000.00 PLANS AND SPECIFICATIONS CEMENT STABILIZED SAND 1-1/2 SACK/CY,BACKFILL 17 MATERIAL FOR CURB AND GUTTER,ALL IN C.Y. 500 50.00 $ 25,000.00 ACCORDANCE WITH PLANS AND SPECIFICATIONS 18 610 ROCK FOR DRIVEWAY LOOSE DUMP&SPREAD, TON 200 50.00 $ 10,000.00 • PER TRUCK MEASURE SUBTOTAL-A $ 585,150.00 PROJECT CONSTRUCTION TOTAL-I; (A) $ 585,150.00 1 of 2 DESCRIPTION UNIT I QUANTITY 1 UNIT PRICE TOTAL ii. ENGINEERING AND SURVEYING TASKS THROUGHOUT THE PROJECT . B• BASIC ENGINEERING SERVICES ENGINEERING TASKS THROUGHT THE PROJECT(Including preparation of plans and bidding documents) 1 PRELIMINARY PHASE SERVICES L.S. 1 $ 11,550.00 $ 11,550.00 2 DESIGN PHASE SERVICES L.S. 1 $ 23,100.00 $ 23,100.00 3 CONSTRUCTION PHASE SERVICES(ENGINEERING MANAGING DURING CONSTURCTION) L.S. 1 $ 11,550.00 $ 11,550.00 SUBTOTAL-B $ 46,200.00 C. ENGINEERING SURVEYS FOR DESIGN: TOPOGRAPHICAL SURVEY:Horizontal&Vertical survey L.S. ] $ 6,000.00 $ 6,000.00 data for design SUBTOTAL•C •[ESTIMATE] $ 6,000.00 D. GEOTECHNICAL&LAB TESTING 1 CONCRETE MIX DESIGN $ 1,500.00 2 CONCRETE BEAM&CYLINDER TESTING $ 2,500.00 3 SOIL BORINGS&TRENCH SAFETY PLAN $ 7,500.00 SUBTOTAL-D •[ESTIMATED] $ 11,500.00 •Task will be performed by others SUBTOTAL- II:ENGINEERING&SURVEYING(B+C+D) $ 63,700.00 II. INSPECTION DURING CONSTRUCTION BASED ON 75 WORKING DAYS:FULL TIME INSPECTION $ 46,800.00 SUBTOTAL-II $ 46,800.00 PROJECT TOTAL(I+II) $ 695,650.00 • Exit' S. *rr, WILLIAM V.LARRAIN r .9 ,� 51953 ff�e� /. i = 4,. ONAI V ' ." William V.Larrain P.E.# 9.•—• Date: / Manager Action Civil Engineers,PLLC 2 of 2 I r :-XRS14II illA" +4 4.1,.9.:_7 5' @ .=22 1.'X .L 5..d, ./,,t • .�.�,y -per • ,rie3i R /-4,- d'y' y" "�t i Y `� •�} , 2r-'.-41 x' ,y4 i'S ` � y,3' til i' J 4 i.,, ' 7 d .J +i . • IL I -te "° �� 'iiiit,...., ''',,,f;•!•,-.1-4,14 1 T4 ' t� „ ` J 4' ti ' 1 - 1" 41 , . ' Ai Y I 1.-P...77:-..3 r .'.'.�• ._ (� Y t � 1 �''r'-Y 1 • 1'. '.31Th�rr ��i yC . ':, L+ Picture ID # 1 Picture Id # 2. f 1 , f I .,, ; >1. R:s r, j 1 Si , .. ,. . ..: 1.........1. 3 '1: ,r . _ '1141 1 r ; �, - r 'SQA ( ' " - ' . ppOp kt Yc• p " r . .,• k • R. acture Id Picture Id #3 • } Y i ,f - S w I1 ' # `l r r {� c4* 1"": -.7:s w �� 1 ry 4 •• ."� v 'r -.,-.• $ ( r Sl I t� FAi' s r fir " t } ' ; r • ji S j • Picture Id # 5 Picture Id # 6 • > > t 4 4 'YI' Y.4 { • oiF III 1 ^tft �4 j t y, r: �). 4. ..;$,,,,,. t; tv "It k} 7 + .a� y: .i. .� ..` .V-',.' ttf 1• fir. Picture Id # 7 Picture Id #8 .-: , • 4 .. r , . y` _ , , , . , .4 • �f ( A r sr I • • • t� J`� e ?_ , It - _ .4. 6tivilip„ - , 4 ` .'.' , r ')t r , ,;•!,,;,,';' ;," i ss -- ilt f qy t � .'fie -• ',,Y . - �� iFyE ......i."-4.-......• � * r • ' ry ! t x„ r. 3 �• µ d ti -7 , s • Picture Id # 9 Picture Id # 10 yhti -N,', :--:r.,.4517.0 Tr ',.i s i i �R ,�„y!"i� i. P oligitr„, .n Y A fit tY `. ' y7f ,.3Lz4,4".a t 1. d �ci Ki'• '9 ,t - _ .. ty Sri it e.,,,i . ,,,,Aikair.,,.., .„,..z. „ .-„,..,-. . ., '- i ..,,,.„ 4 •\' ,/,', '4,-..`...-- ' ' ' - .A" t• .,-"' ' I ''''' '- • ',v.—v. " 1. r.- ' :'. .;. 0. 4 — , r._ 1 Picture Id # 12 IiPicture Id # 11 t 1 e sr 8 `rya & < I 3-1'1' s ,-�..- alb, , _s ,,,,.....,.. srL•:.,.. 41.. - ... :,17,,,,!i-i›.:-.,%.,21,i.:11,,..pli..„7 -:- ' iiiii • 11 l 71 9{r+5 1 71 r t s t'�: . tIr r t44i rY+. ein. tri "; ` ' - t ;f` 1. .t•T , I 17411,!i• +M - r, p i '' Y s1 � ; ti t + - t t.�.ss.T �. -/tea yp Picture id #14 Picture Id # 13 Ftiliillffiliiiiire////,‘ ..,- . , _ .., I i-1.1 . : ' '''',..-i'‘.! " ' ' } `kis i t-- ‘ i� :,-..,i,,3,..._.,,,T, ._:.,.:,:,:..,,,ii, ,,i,„:.:r:::,,,,,::.4.,„...4 • 1 i ', 1*i. 0 ,4,4..‘'''.,,rf t.1;;;"1.,,1: k.!.\.,t ~ CSS . ' k• Y X e I• l• •1• ‘ '..:i11....;-",'•,....,..., -'r -I.."••fty''Y';''. '' • '?"':'1:... ''/ 4 t;'74t-'''''{.1;:, t y~Mf X - � ii Y "S�-a , t ! .,j fp -. - Picture Id # 15 Picture Id # 16 ,,;.,..,.,,,:,,,,-,:.„-:„i,,,,-!: 6T 1 1 f rt t l , � „ IF �y. t. ;1 1 i /. •` �t.• I.,,,,,,A,„:.,... ? ,tt f + , .a i c d4 i { ____ s r r • • .- ,_ 4 - as • t Aj' Picture Id # 17 Picture id # 18 - ...,_• ..--• ' v - ,:t ,•"-v,4*‘ 1.-%.* .. t•-•4, ...v,-: . ' ",,A••• t. ".;-A'''; , - • ' ... . . A • , •: ; • ,-. e-'4,7...--"-,,,‘• Y' .1:".1.• ' . 4^ 4 - ...1 A....--.,• , ''•, ' ,, if • .. ..- ..,....•.4 ,T 4.4 .:4-'.i• t ' ' ,....11" i _„.,.. t,"-`---,-,:::-. :01ii,e,,-'4e". .. ' '•I /1 - - 4.wawo•'-' •-f-aar••• • ;''t ,f • ..-.••••••• • 411g,.Pr. - a.,t.t'-1 1.- • •0',... .• '% - 1; 1.. ,i,•-,.:6 • • ., : - . i • ,,c-- 4-f ". .. - s',..„.• •••: • •••,- •••4, . •A 4 , _ !...,;"".1 ,0:4";•-,1,.,"1 • •-•.. .1 • .. . • ; . - 1 0. t• , , , , .' r /. ,...• ..t.,.. ‘, .. • ;•, • • ,i •a i 4 . -.•',.•1-ti, , • t., - ,;41, , - I 4 .-,....3e.e..., . • 4 -'•C4'21 ". " ',...• .• • i „ : .. _ • r .3",,, -- -..,'',•*;•."'• .. ' a" . ' -.• /". ii,:#• ix.' . •}' 3":r ••,_ ; : . :.` - ., ' . • -T 4,1' : •,..I .• IC I ,.. . • ' -,. I aUr 67 kijjr101. ' r' • , ,, r•;1'.- . l • V ,e 1 r,'$:5..' , . .. ' ,: ... .. .i:,,-..1 f••-. • ff * , , v•,- --. .-Ifi:' • . ,-- •. --v...-• , - . . .. • . 4 V., - • ' •'-' ," -,.. , , -: .1 •'. '1 ' ----; " - * ki" ' 1 •L. %' ' -.: I ... .. , 4 ....4...4 . .. "S., , r .. .. ...A. . . , . , Ili', ' ; '• •aa,.g•-.4..: ' 41, I t. ,f i. 5'? • , , . ; • , t.,..-ata4t) - - ' 1 • Picture Id # 19 Picture Id # 20 .1 1 0" . , - t. • . ....- ... -,. • . 4t„,i. i , • ,,, ,.,,., _.: . • . . . t ,. ... .:,..---tt• ' - ' ......; . - • V , I .• • '... II, ;^ .' kz.,•-•r-e-14..---4,„ . ,. '41 ,f - • . .,,t .it' iii*. . . . t _ .. . f-.. p.... .ti. i- 4 .! •, '-"' -4,•414,- .4 •IF, , ,'Al' +V...• i --.16.. -- .r‘'.'. .141 \ ' .I I.: ' ' y), :, . ' ‘1-• -4,,,,,s- ',...-It., ; -4 , - •-- --_-.-,.. ...,„, ,• 44 - I •.. t .,,,,-• • ,. • 4 , • .1 L A,. • ,* . It .• - `‘ - - ,,,L-' ' ., ' '' L'vle,),').• -,!.• ---"4,.. - ' ; •rte . I 44 ! Ail,....-1 : 3, .- ,, - •.•- 4.,.--, -...--. --,..-....,.- x ' . • --, - 1 -- •-- •... .-._ . , ••:. 1,'',;.i. . • , -4,,..4.4i. • .., L - . .. , A: •-: 114t". . . -. t _ ' ,-1.*. • 4': ..1., .,. ; ge::' ' -• ?' ) , .140 i '..-- • V :4.,. .4,011 . .„...4.....„ 4 S. r.4.-/-,. ' • ' i, - ,'" , g'7-11,-. 4.-- - ,,.. 1,, 'Lt.(' t';';'`'' 1 '5f'' 4 4. J 1. eft F17- : - zs-, 4-t,, .,. ,.4.P '1, A It 44 t t l""• .' ,`;'• ' I'''4 • f'' 1 '-• C. , / -4 ... _ • •-.7 . ,• -' lb,- • 42, plr..,..t..Y.•,-;A:',-:,' ''.• ;#' • -. •- z‘,•. : 4..... • •'c' . ,,.-.!!: ; i . ;4,11 • Picture Id # 22 Picture Id # 21 .... z..-----.-4,1J' :.,, * ;.'", '1 '4„.•:-• •----- .-,.:.''' '4 .1`,..,t..'''wc.,y., ` , . ,,, -,-, .41, , t 4*. , .. - -_,,,,IA- • ' ' 1.4,,,,-, ..:T. s 2,,;,4-4. • A'''" :0„.• •- -t I IL.- .;,,,,- ", -.-t-.. 974 k.7-4›,'.4r,,,,--7 .,--...' ' - . ' -....?'.P. • ,:,:-:`•••t:'. '' '.f;. S. r":', • - T.'.1 ., t.,1i,.;Vki -....4'. :\,-,-.).,--,1-4. . - - .1----, 44 „..,...---• - ,..N.I.,,t1,-,...,,,,,,,-,,,,,.,...... . , 4.: -- 1.0'&1, •--,.,,' u., --iv (a., ....jc•-_,,,,,-..- • ,... N A...44:r-^,,-"'"44'. „x 1.17,1".11. ,_ k• 4.-- _ . .,34. . •t• . -x--'..1,4 s. -- 'T ',5,-;\0. ,!....1 4 4--- -,7'.--,, 1,7 i .dia,5 -N-1-1.'iy4$3"lg..' .•I '' s` .. 1;,' 1. ,..•If'.-*3.--.4! t :e: ;-*•- ...,,• escce..,.... ) .,4,,,,. _ _...., _..„,,,, „_ ,,. .. ,,,..ft. ..* IP ': ..--1. - •, .,-,it- • ...,!•'•'..; :iv..•. , • ", --1,47,i, •••.•$•., '4*--.„1. ,, - ' .,••,...1.1 ---,•:-,1„.„,44,.-• ,...,•I; e:••• z• •- '•. •• ,,4 .. It r tr •- * • ^- :4, , 4-'; ..,,,r4,41.!' ' .f.•--A-it ir,i -, ,i. •...-•,' - .- ' -zi• _, _.• •,.e-,,i•:1„. 1,, •,..,_.s,'S.,.•••)•.•- • . ,. f ,..tpi- i AN7- .:: .... ..,:. 1:7: ,-,. . 1'; t'' -4' ''• ' .Z..' A. '', . ;: ' '' - - -,..1. •P• ific;:ii,... '',.,-,,-.,. r' 4, _ . . 1.-ifill ,, r .......„. ...s,. ...... I*ti* ' • 4 ai ..-, z- ..-,-„ir,-. - . .I• , --,,,:;-4-• A •..1.C.:' . ,, 1 . .-.. 1 'Y'. _r, .... ,';._•' . I ' * "*. * r,„'f••• ff-4._" . 's• - •-•_-",4k,,,.'t. . • .".I"4 ,-.-4..`'-.-11:3'.,,,*,-4f T.'',4:6-;; t 3,4..••\-4,-N7 1.. ;e,., t, 'ev ',,, ,.. ., .:#1e '=1'4, t- -.4•-• -A- ' .-.( . Qv-i•T-1-`-' -c-, ";- .- 4 -t.:7k--• • ? ••• .,' , p••••44/cr_..r.:-) ,_44•\ 1 „.."'- -•1 / •.. ,. ,ti,,,••-,•,:1-:•;r,-- Z.," -. • • ,,:. •• f•-,-• .. . -..ri.1-'•'-:' •--• -'1, w,.c 71‘,4--"....•1 *- ,' - ,__ . . fe-‘4,-,V•:- - • . ; -a.k • ”. t;,. -,:-,-; ;.4 t€>*-V-1 ' ''' s-e---'i r4 A . _o .:''.Ir ''''' s".• ..'.. -•• rv4ir" .7. . , Ai g-IA;3., 11•!•t-,Na•AV, !, -.1 "' I 41k. . •; •-. Al \ P 0-A lit r- 4 , ..,..•,- ev,i'•.-•A•'. 4'"k•-• • - ,•„..1„ ,q. .•••:,.. s,,., 4..,...q. ._,4•,x,..,.1..„ ,:.4:it,.::,q,..",.,..,,.1 pk,,,,I.'-_-, . A. 'AO . ^.•''A•4 'v... ,IF • „. ,..f'et'*VP,1 V -, .4-44 * r'r,irl Picture Id # 24 Picture Id # 23 - i ' r 4 1 ... :, • ' ' • •..-':"..... . ..... 1 . li.=•- I , i -., - • , :, • ,-„i-.. 1 • 1 , ' i . ' • A.'-'4' ) il I_ ) ; .' . .‘ ' ••••' 41'..;, , 2 --.•4' , 1:,-:*[,,%/11,41 • t !•: , ]..,' Picture Id #25 Picture Id #26 1 i , i . ., 41 ' ' " ' r.' •" .i '''' . ' ' a :isiii‘k A . ... • ' 4 , % t ' • .. 1'"' ',• '. " i I 1 li . . . 1 , v 1 ', ' ' • ' f I , ,,' .- u.'t':1,4 r""t.',..•' - •• ..1.‘: , 1' •It'1,, s41:::: : .1 4 '4 ; : . ,..''':-•7'lli','.:.04, e i.i,P;.; lit;'''r, ,--.4 ',.1 IN — .i.- -.:r.' ''Or'( •;i' 1 ' '''' I Ot 'i;•: . , ,.. - _ 1.,4 .., ,.: ,„,i4. , , , . . . ,. . . • ,,t ,4 „ .4.-. 'J.} , , ‘ • , i 1 &At N, 4. 4 ; ; 14_', 4 '-e n I.s ..• ,t " c.. . Picture Id # 27 Picture Id #28 .......,.,•.* ......-44,411-ev.t: . . 4.A" ,,, , P-' '..,',' ' '' ' . W.41" ;,4:,•4;fItt-;..:4;•i.".. 1.-... • 4 , .., • rt, . . , ..... Ct --**'', ,:i.247 ..,•k.Ag ;:.,i i ,.... - , . ._. 4. • . 't I F..\•t...O..: -‘,. ...'.._,t-t.14 1:•? ' ',- ' 1 ''''' - ','-, -. ' -':- '..",*,`": 4 : ' 4 •i,.;'.,,f-•r. „:.-' '•s;::I.:' -• • ' — ''''--. ' , ,, -ue• ,_.0-'';',.'" .:w-:'A,,!.__,„ . .:7 , I' - 4 too: -. ‘...4.'-.1 il 1.f. i7-.... - -4-i44..4,0',I, 0 1 . ';', ' ' 4 •• -.'•A '''", ', •"•ci ' ,,'.• . ' ' r• 1 " ' ..,,,: • .•4 J 0 `, '-'t ' ',lig'' ft " . 7 r• 1, _, - • •,- 4,.. •4 • - 4 . • . . , , 1 — I .4' 10 4 [ . , '‘‘'•!4.: '1 ., • .. t.'. i ' 4% I • • Picture Id # 30 Picture Id # 29 - . 1.1 . ,„. ,....,.., , , .4 ii...;,:-.11:4"•,:f. •Arti..--Ati,-- --2......x.'"i--t 1 r,.:7ii:\. ..''.',...,-..--, i ----- : '" ''' . . , . , 7,.•,,IN,4....3,. ..7,.,!..'.2,,,.... 1:.t% ..i,,14. 05 ph,. .. .„. . , . . . . .. * , x.,-,,,..,..,,- -.p....1* $3,4,. .. , ,,,.. . , ,,.) ,.....-, •-• .1-,., %-• ,-.. . , • N. • <,+. ',A% -,-1.J....",...-4-.,.g It it i r , . . , . _...).7_ ,.. . .. • .. , . .. : . . . „ . i • . . . . f . , .:,...,%„„ N ,:-.- -._,.• .-'kt4)„,-f-,i.'t,s -' :- 1 4 , . • , •:. .„..:, i - .., %?.• • 4-•.:Ar ii I., ' ,,, '„?.'" "•;3' •,,:. . -,;41-,..i._,, .. i ” • , _ ;., • ....,.. 1.-„„f,o. 'c1 i,,,,,.„. ,Firw k...... - ..-- • i"' - v(4-• .I.•,:• '' 1 I 11 ! „ r‘ -1 -- - , — : ., ..1.r„, 2 , • •t • 1 ,, • .-.,, e,‘,..tp, . •,...4t., -'4 .i. -4-.--- ,f,„-, I:. ,. . .. , ...,,. ,,, ... r.---,'. ,-/-.:t----'.'''"", -. .-t /- .,:.xf.- 4- •',..-'- -. . - ' • . - r,:.-,:- - • . .:11,. ' 4'il:t:;"t- ' "' , - •11 ,. '.''''' 1‘.. .1.`4: ' • ,. . .- .. . '. ' j . ', :,. , . . .. .-'):' • 0, •' ' AV"••,.. ,,, .,.• ------ .• . 11 0 ' :,: .t.i..-4..y.J.).. - .• .', .•`-'7.,'- ,.t.it.-' - : _ . . • . , --,ir7•4'. •7- 4.,`,..,4,f',.rs.74..F0,4-,.# 2t,`• ‘' • -' - - -'.',',/, • , • c ' ii. I , ,i , • Picture Id # 31 Picture Id # 32 • , • . ., 4 ,n,-,,.....:, -,, .:c4-t•.. •, , -.. ... . , „ i-. . • •. .. . ,_. ; .;:--4-•--•, •-• : - ' - ..-', , ,. , I ' • . . , . .. i‘ • 1: • • . t•• ,. • " • • .....:-. -, • .. . . , . _ I . ,- . .:. • '.- i , iv----. . , .• 4,,,._, . ._._,.- --„,---- . - L. ,,' - • L:-...., II ,,:irif,r, . ' r•-.,-;,,,r,-4 .,-..'.:-.. ,• - - • ' :,' • • - , . :. '-' -, •.--'-'1.-%--..1••••:i7-1:1, iw-.1. li. . . . -- . . . ,-, ,-.. ...,-,--•;,..;,...!‘:-,=-4.,4 v.' V., . ' :- •',... C.r '1 ''.' '.''':.., - - .!. ••,-Iti.7-c%.44) 0 ±i'' ...--' .- . . •.' I ..,.,, . ,..., , .:, • ;,),-' i.r.-,,,1_,-*. . .., . • • ....,,.:,vr.,"", i ., ,. ,. ,• ' .- - •:.,:' • ; 1.,i , : . '• , • .....,‘,41P.;5,'.•." • ' -- , . . - • • . •• •.-. i,g`,-,-. ,....--„,,,' I.; . , - Y , . ..,- r': ' .. ,. • ,:::- - , . - '•.5-,....trl, .• ,-;,:1-4,' 1 ? •-•• . , , . ' , i • ,_ - • '' /' •"..,...is,o• - , .••„. . ' .--k- ! -, . , i.'; - - z'i-, -.-•i•-,-. ..,,,- .:,, • ..'"•44,-- . .:,, tt•.--..- , '' • ..f , .1.4,,,..‹.., .*1 k,i,-4••', ''•' ..0,:.;174.'•i•tor,.1r" ..-, •...-";I, .... :‘, • • , • '--- . ' '-:-.,.--, 4 jr?:17 ..,J ,..',.....—': , •';- I. • "'"- 4? . ZS';*:',4,?.. _. ,p , ..., •;,-,,,,.., i, i . :.i., Picture Id II 33 Picture Id 4 34 • 1.. . ',:i—'1.,i1;;IP,'''..-.444:171.1%;::- ..i.,,,,,ttlgi-:',•i,=-17,-,.jiiitst.. "F r...'....f:,,.. -.. 48 ik4A...t......'e.- 'l'","".. ...4.4.'',.i...-,7.' ', V , .-",' ,,t,1• , , 1 _, 404,t....A„.„... :,i(4'.,,:,..0,...),i;..t.1.0„`._,..;;,;‘,1::4-..1.,: '13.:1-.,... ' ; ";'IL ."" "C,--4•4 '463-ki-?1'5-C'AZ*.'11%'. tleArAti.,..'ffiolVt.t ..i. ' ,,'..: , •`,..--.... 1"„...1.-.,,::,,,;,, ,,.21.-i.`„,"40,•-,, '-..i -,.4.. .."‘z....4...t......,.. , , _ .!,,7....'t -k'--.2.,•••••), -'4•A";''4' '."* "7'4V1--,:1'3.:11...ti+.5.5-7e*: ,L.1. • . - - ' •ti.,-..gtk>p.1444,-14cAA.- ''"i7.r4iii-.*:"`--er 4. [ s"..4 'f','-'1 a.,-.1 .,-,-. '141....,-, t-'.i.•St % r. f t •,. . . .. .. '14, Ili '"1.A.",i-r., • . _,...-.i.r, -. V...--- '•- , :.t.,'•, '4'!,..e." 1-4;•.;',.,, 'le iL; "Als,-,,,kos,„ ,_;:-.-,..-.1.1)t,-!.1.Pi#_,.. '',';',,..-,..i.w.rs.z',.• -;,.;,,f',-.`t'.'•,t.-'2.•'.k.,:,;',',....?",1;..5 -(!-;--v7,;ii:V--.1*-.2 . , 4 .; .'.-*... i-,4 "....,-;4,.;-:...'5.:2...y.v. L'4..t,......:,..,_.34.-,:t..:. - 4".....F. •I' . F!.......,,,.4.•j.:.,.../i gi,...i.4....t,4„;. ........,,• •'' '' Y, r. , . , 1 ' " • • • .. ' 1 . . .' .0 ....".-q.''' .,7. -,L' -, 1 . '.• ,., , ,. , . . .. . 4. ‘.."- .:\ ti ..,- '' . y • .•• ,' . ; ...:_e . , -- •V'''''''''' ••'. " •'' ', " x . ' -, . ,., - • , h' • 1,. . . ,e.:V, 0 -7• ;:7:•-i.i.j'.../.'-Fr- .,-,,,t,...,,,..,.: ,:.:zs,.. z.,:.....,,. , . , I r.•%,... ,;•••',- ''.,-=`-,:'7: '",;4.„ti--1-,',..--;.,....;...-.'..,?,.:•-•%,'V • ' , .• • •,-. . ,..' -"-•‘.•-'1'.•-:"'..L• -O ,i,-,- -..•...-"'i•- '-• • •!At '''.i, \i. ..ii'•-•1-,,•.7.4' ------ .:- ... /:- ,,,-:, --..-.,.--,:::': -..,..--,,,c_v:..•,,,-Fr.1.-.2.-::,- --,..,,, .. tf,-...s . ...,.( - ,- -, -.,- , . .• ..,... . 4 .,•:•-.t.....,...,i• ,,,,,I.• • *AA'. ------• • Picture RI i''.; 36 Picture id44 3S . -•' • -?...,-.5*.•,,s1:;-.,/,11,\.' -,'. ..: ' ----, r •-• .--r-,,.•• --, -. ._,. -,-. - - •,, - -• - 7 . • • , 10: . 4.,4. ' .-.. .• • ----- ,*4-.:-• ''....•:-,,,,,,-, . tt, • ' • • 4 31,e,. 14,,,••,,,,'''F . .. 4!, •-":*':'.'' • '... • ' ,• •,''.., 1 -: •; ,,..,' • ez N.'i..,..yPk. 1 •4 e., ... 1.- lifi At.,ti... . ' ...,.• .,r:','.rr:. , A*. '1-4,;-•,,,.:,4 ' -, '•• ••...,' :' " :. , Vi: :tk-%-zi' 0 .....'''..44L v.. .t '..-0'- • .... _ -..,:•.:IA 1.4;,...201:4'.-- ,;.' , • .. . r • ,'t'•,•,.' ' . • 0.'•TrA'4' ,4§:' • .,,. 1 C", , . . ,.... • • ..-:''' ,•. •••1,. .et;,..e7-4.-..,,- -4_,.s., •t. .; .. ,.....; ,,-,..t- . !It p.t. ••••., lit: ..,2 f:,,,i"2.4:: ‘.: ,, .,,, .,. ,.„,,,itcrl: Vt., •4.' ,. k "4.“ .y,- '. 4'1 1'. - ' ••4 "ig.ti • " ' ,. 4 114t # . . , . . . .. -- . k. !i:'•-•'.....2 .• ..' -i • K• .- r ' --L.• ..scv.: :4 44;1%v.- ‘. ••• ##::-'s...,, . ' bh 1 . r..'• •••• • •:'.-11‘15;) 4 . ; k ;::'H:.'l'- • . '' ' - '' 1--; .- ..- -. .•%-,'9,;11,1:' )1J'r. Itt ,i.i .-*''::: : t ' 6,;,.1,..,-,-,..;.;i,.1,.: ''', • )) i 11 4. I i ' 1. ' - '- • ''! '.., • ..„-,ir-fili,, ,§,..4.-:?4.• ,,:•,„-,,,, •,-,:•-•.',,..,--,•', ••, • ',,,.1--.. . %'4••••4'i'f:)If:-. ,i„;,v,.41,.. . .y. f•=2V- .•4 ,1 •'. • :`,.... ,'s '' V•Z `7‘X• •?../.•,. •F•el:ii.I.,1•,',"•• # • . Of, tiv-•%.-- ii:r.:•-•...4 , ' ,• • ;• ' ,-4.`',.',...4,-.14. ••:-''''' .''..;*-.'„vi'._t •,' ' -:- ; . . C;'-'-- ''..'.4''.. i ' . P.: • - . .-1*e, :t•.•i••.; ,ag. . '•,7 Zi.e."':,,t':,1, '''. . Picture Id # 37 Picture Id # 38 , „ ,.:-.; - - .,,,. .:,' •, ..t ., , , , „ . , . 1 • , _-,.,.; ,_ . , ,._ .- ',-.. ',-t;-.,•- , • wi,j..•••••.= . .-. - ....,..,. •... ,.A . . ' • '. ,,..„,.4.,:hi, .' . ..., Y-,1 •; • ', 1 11,1-1,:'. - v'' ,. .- , ,.„1' it ..,1 • 1.. ..• • -.1-f,,," ;..•.,•:...-. ' • ;I' 4 ; —, .., 1,,•,• ; .; '''' .. ,-;. ks IT . -..7\ , • --. o i 4 1 ' ,::-- : • - ; .'.; .."X'.‘..-... : • .1 ,,• ':,,,- ,,, ,•': ...--,• , -- ..:%. • -)L, r'..'!: , . ; t . '- ''' '' -..."•`;•ti:,:.:-. -'• ..'7•-".2. ,•.#42,''', Wit ‘.:4'-:•.1',-!''4*.f.,:l.,1.,:•...^-1'lq; I '' '44 t,c•"5' ! ' • .. • ...•,,,-:-..,..•-•:,, !7, - I; 'f 75,.;i!„. ' f. • , -....0•)....,;y...:-..,.. iff - -Lc" Ilitto ,.. • ,,, . . . i-.,: ' -' -.,er r_ • . Is,'i • ; [i, -I • - • -•44„.1- -4 r, 7.%• . ' t-,7, ,, , tk.: .. . t. y. .. t • t• , - k,• - . .., , . .., , .. P.:..., . -..„:. , . . - • .r „ ,.! ... , t . - - . _ . 4. • a :.- :.... - .-Kilfg#VEA..,;,-, ,..t"I', A.;',..i. ,,:• ,, . r •et-•••I• -;•- .e.,-.'" • •,' e ...'•.1/4, te .,. IV , W: . I • .7-..!_alrt.. L4/..x Picture Id #40 Picture kiP 39 .. '-, .„ 1•:,:1,„'..-.t..,,,,,;.-:;.';:,,,,,,, .;,.r,..:,,,-....,•,..,...,...,, . , ...,7,:. ,.!.' .i . • , ,--:v-•;: : ,-,•-•.'',•-:,,f‘:- -',-.....-)1;','.'4'6'-•'..i.. •.' • I .• •• .3 '''-• ' " . -:, : •.;', ••••,:,_7t,',i...,-:-=A••-.-• ...:!c:'...l...•'',t. ,, ' ". ••'... , ,' • '-'0' -.^--t-'- 4 i . • 1,,,...',"1. .,."-; . • •'. •'• -• '': ' ' ;:# , . . . _ ' '-- - ;••,..k.f.... • • .4.7.1 ,'" '.•.,,,,...,,, ,s4'...'f-..."i-:-.5, .."•,*.triS 'e. . ! • - r•,=.:1,74.i,•?";,;, `7,:,,,J., -.454-..Z„. -1,-,,,-1.,_:%;...7 .' ,, 1,,,7•""V"'i:;:'.__.1•4•,,WA*.'440-,-;_,..",s,)::.:,A,..f!Y.:'',. .: tie,•••-5.1.:„.r......„--A. ----.1••. :....,,?, z.,..„,„_. , .../''''1 F t ••••1.1...VII:.17,V.44',1'e:1."-.:,,T.''''I 47:%;..fi...$41,27 .7;" to'''-'.1!I-4.,,! -•,;' .'''''..i•' --.F•yl.:p.•'-f) e,., .'rf,- ss ' -,--d,_ ,,--`"' ;'". • • .'''' ''''•;;t4,4,';',..:%*,,,,. '- . ,01,.-.." IP:t'PI:Irv' pl•:" ,-4,•-•'.t••,*4' '• "• • .. . , - 4._.'-"i-...-.r.,,'... /-, 1:4•4 . .fr-,A, .1•-''..," ' ''' 2-,. t---',...-:-.,-,•--1:4r-...7.-z,..,,,,,,,,,,,...,.,,,;.,. .‘„,.. .- ..?-,-;:-,,,.:,'4,-1,2,1-.,4.,.1,-'•.•,%.,x- ;•••**44.t.'-,., • t_..------c1;,-t'••_:.'•',.•....t A.,t'''-',k 4.,,,,,...,_••• ..,,• ...'. tt.....;;;:,t',/,.:44.6.:1....•!••i--,71,j,;,t ..5%..1'':::•••••41''''''t' 5,tr-2.vlit`e,1":,".._,!,:;'f;,',....4 f.,•.‘;'IV.'''''. .=; -••''‘4- r•'.-...1 i-k....**‘.-9,,,,:-.•4 -,7,....01A.•':,.Vt...).-i ', ';',. '-." ", 7*.i7.- ', .. - '?1,47:.it " •'',..4:'it.t.1.•r,1.4-,.....4.1,......• -.....-._,„, ;,, -_ • -•. -.•- •t•...-r.,-Aidif-4,.. ek, ..:-..' .. _-.:2'2:-.._.. ...f±.4t"•.2LL7 al..-- .10.1111-4.2 Picture Id #41 ACTION CML Ott ENGINEERS,PLLC �}�.^:;: 6160 CFJ4IML kW.l DR. .(yG_zis P.O.DRAWER 2110 1.::'45:.'" w.. PORT MTM1R,T3 77647 =� ' PHONE(106)983-6263 FAX (409)983-6265 f 6 /r/f6/ /44 /11 .. 41 , +.:*** 4 ,. .,„,,A, Blue Attrpe3/40T Bonnet 1•41046),/ Park 40'�'e �, N 40".. 404. "1/94# V 0 ri-,,q- , 0 / .1 4t,•I. oe /4444y o' / I I II• . 4/p € r SUBJECT: NASHVILLE AVE. ROADWAY RECONSTRUCTION ACE NO. 1 18- 18 j FROM 7TH ST. (REV. RANSOM HOWARD ST.) TO PROCTOR ST. [CONT. 18-191) SCALE: NTS 1 1 F BY: RJC CHECKED BY: WVL DATE: AUG 2018 SHEET: 1 OF 1 i Aug 09.2018- 2:51r Z.\hxt Mnw\118-15 Sunken Cl.Rd.RePurs M.Park—TyrdjPmject Lttdian.drg Li3 4 og a A I o .14 LI z 1 1 1 ii%ii' 1 im. i N \ N- 1 o mr AOON wEE N Y0 ? 2. = NO m A0 o PmF q co m9—0 co • 9,851 12 XI ii. m CD �. Q a) = I $"DA \ ND N m VV O; AO 0 1 O>m VN L I'S QA D_m n LI K ri i 0 FRA -__- I O __ __ F --- gg 5 I - NY , ACTION CML NASHVILLE AVE ENGINEERS,PLLC OR X¢ % "a N VA' TE SECTIONS 7th ST(REV RANSOM HOWARD ST)TO PROCTER ST ;16'E;�'�`MALLm CITY OF PORT ARTHUR "" o77642 (O 63-6263 JEFFERSON COUNTY.TEXAS (49,9 963-6265 x+aeC.C:.aMy' eom i A t a R 1 c i m I —--—--— f g l E. - -. EN { r Y \-7 o yA Y. ornm2 O v G> Q m O � T z0, nod \ I //yy�Z a= o //Z��Z50. 10 rXn� o 0 /= \ �• 1^l A y N N: �O=,. O \ gFT� O [ o r"x.-•-.1 - on 'I m 11 <z&. 17- R. 0 A O I Iy�Aa " X1.1. • 4`' '.i ACTION CAVIL g N ;,e t NASHVILLE AVE ENGINEEI�S,PLLC "' x i a h f 9. a TYPICAL FROM 7th ST(REV RANSOM HOWARD ST)TO PROCTER ST MO aM.ti wu on a = aSECTIONS ,,,,roO ..4„,,,,,mix CITY OF PORT ARTHUR awu[(app)oes_6xw JEFFERSON COUNTY,TEXAS ru (.09)963-6265