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HomeMy Public PortalAboutPJ Adams Adkins 11.18CONSULTING SERVICE AUTIIORIZATION (CSA) Service Authorization Number. 2019-2 Project (Location): PJ Adams Utility Relocation Segment 4 (Crestview, Florida) This Service Authorization, when executed, shall be incorporated in and shall become an integral part of the original Agreement for Consulting Services dated 2/26/18 between the City of Crestview (CITY) and Atkins (CONSULTANT). I. Project Description: Relocate the City of Crestview's Water & sanitary sewer utilities as a result of the proposed roadway improvements to PJ Adams Parkway being proposed by Okaloosa County in Crestview, Florida. II. Scope of Services: The Consultant shall design and prepare City utility relocation construction plans to accommodate the proposed widening of PJ Adams Parkway Segment 4 (Station 2063+14 to Station 2091+00). The Consultant will supplement the previously prepared Segments 1, 2 and 3 utility plans to include relocation and upgrading of water and sewer facilities for the final segment of the Okaloosa County project to tie into the anticipated FDOT project associated with the new I-10 Interchange. The Consultant assumes that traffic control plans will be handled under the County roadway plans, all wetland locations identified, and any wetland impacts will be permitted with the roadway plans being prepared by Okaloosa County and its design consultant. Additionally, the Consultant assumes that the stormwater pollution prevention (SWPPP) plans prepared by Okaloosa County's consultant will encompass the water/sewer line relocation work. The Consultant will be responsible for preparing the FDEP permit associated with the water line upsizing and addressing any questions regarding the permit. Any permitting fees associated with the water line upgrade will be paid for by the City of Crestview. It is not anticipated that FDOT utility work schedules will be required for this project. It is anticipated that the Consultant shall help the City execute a joint participation agreement (JPA) so that the utility relocations will be included for bid and constricted by the roadway contractor for the County. The full scope of services is contained in Attachment A. III. Items to be furnished by CITY at no expense to the CONSULTANT: A. Designate in writing a person to act as the City representative with respect to the work to be performed under this agreement. Such person shall have complete authority to transmit instructions, receive information, interpret and define policies and make decisions. B. The City shall provide the Consultant with all available site data. This may include survey data, CADD files, GIS data, original as -built plans for existing City facilities, utility markups, geotechnical information and/or field notes. C. The City shall coordinate with the different owners of the properties and obtain written approval for Consultant work efforts on the properties associated with this scope. D. Any information the City has available concerning the roadway, storm drainage, and other utility services to the project site, including electric and telephone utilities. Page 1 of 2 E. All information the City has available including existing drawings, notes, details and appurtenances necessary for the design and permitting of the projects. IV. Time of Performance The Scope of Services will be completed within 280 days after receipt of Notice to Proceed, except for delays beyond the reasonable control of the CONSULTANT. The above noted items of performance are not, however, a warranty or guarantee that the noted services will be completed within such period. V. Fees to be paid For the Scope of Services as described, the CONSULTANT shall be paid a lump -sum fee of Sfor professional services, according to the Fee Proposal contained in the attached proposal letter first referenced above. Project Total: S36,872.72 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in duplicate and sealed the day and year first above written. ATKINS NORTH AME')CA, INC. By: Gregory '! Allen, PE Title: Senior Project Director Date: CITY OF CRESTVIEW, FLORIDA By. JB Whitten. Mayor Date: /1/4 l l9 Approved as to Substance: By: �\ Wayne Stee e, Public Services Director Date: 11 " ZO — 19 Page 2 of 2 ATTACHMENT A Member of the SNC-Lavalin Group Scope of Work PJ Adams Utility Relocation Segment 4 City of Crestview September 2019 SCOPE OF SERVICES The following is a scope of services which defines those tasks necessary to relocate the City of Crestview's Water & sanitary sewer utilities as a result of the proposed roadway improvements to PJ Adams Parkway being proposed by Okaloosa County in Crestview, Florida. Herein after all references to the City will mean City of Crestview and all references to the Consultant will mean Atkins. The Consultant shall design and prepare City utility relocation construction plans to accommodate the proposed widening of PJ Adams Parkway Segment 4 (Station 2063+14 to Station 2091+00). The Consultant will supplement the previously prepared Segments 1, 2 and 3 utility plans to include relocation and upgrading of water and sewer facilities for the final segment of the Okaloosa County project to tie into the anticipated FDOT project associated with the new 1-10 Interchange. The Consultant assumes that traffic control plans will be handled under the County roadway plans, all wetland locations identified, and any wetland impacts will be permitted with the roadway plans being prepared by Okaloosa County and its design consultant. Additionally, the Consultant assumes that the stormwater pollution prevention (SWPPP) plans prepared by Okaloosa County's consultant will encompass the water/sewer line relocation work. The Consultant will be responsible for preparing the FDEP permit associated with the water line upsizing and addressing any questions regarding the permit. Any permitting fees associated with the water line upgrade will be paid for by the City of Crestview. It is not anticipated that FDOT utility work schedules will be required for this project. It is anticipated that the Consultant shall help the City execute a joint participation agreement (JPA) so that the utility relocations will be included for bid and constructed by the roadway contractor for the County. To accomplish the objectives outlined above in a manner that meets the City's requirements, the following scope items have been identified. 1.0 SUBSURFACE UTILITY ENGINEERING & SURVEYING If required, Cardno will conduct subsurface utility locates. Southeastern Surveying will provide any survey necessary associated with the subsurface utility locates. 2.0 UTILITY DESIGN The Consultant shall coordinate with other utility agencies regarding impacts, concerns, and potential construction conflicts with the City's facilities. The Consultant shall design and prepare water & sewer line relocation plans for impacts associated with roadway improvements to PJ Adams Parkway being prepared by Okaloosa County's consultant. The Consultant shall review other existing utilities within the project limits and determine if there are any potential impacts with the City utilities. The Consultant will coordinate with the roadway engineer regarding impacts, concerns, and potential construction conflicts. The Consultant will work with the roadway engineer and other utility companies to determine the best location for the City of Crestview's proposed water & sewer lines within the proposed cross section. The Consultant shall attend all utility coordination meetings with the roadway engineer and utility owners. The Consultant's design will upsize the existing variable size water line to a I2-inch water line which will be relocated outside the proposed roadway travel lanes to the extent possible. The Consultant will establish the proposed locations of the water/sewer lines. The Consultant will design the facilities to be relocated based on City and State standards. The Consultant shall identify conflicts and provide utility relocation plans for identified conflicts. The 60% submittal and Final submittal shall include specifications required for the project. 3.0 UTILITY RELOCATION PLANS The Consultant shall sign and seal 11" x 17" plans which will include final plan and profile sheets, cross sections, and miscellaneous detail sheets. Three plan review meetings shall be held with the City and Okaloosa County. Two meetings are anticipated to be after 60% plans and the final meeting shall be prior to the final submittal to ensure all City comments are included in the plans. At each phase submittal, the Consultant will prepare probable construction cost estimates for the work effort. 4.0 ADDITIONAL SERVICES Services authorized by the City other than those specifically listed above shall be considered additional services and the Consultant shall be compensated as described in the Fee Summary. Additional services may include, but are not limited to the following: 1. Construction Administration will be provided under separate task order. 2. Making revisions to drawings, specifications, or other documents when such revisions are inconsistent with written approvals or instructions previously given and are due to circumstances beyond the control of the Consultant. 3. Providing services of professional consultants other than as is specifically provided for under this scope of services. 4. Preparing supporting data and other services in connection with agency approvals if extensive studies and/or analysis are required beyond that which is incidental to this scope of services. 5. Any changes or modifications required due to changes in the project directed by the City. 6. Preparing to serve or serving as an expert witness in connection with any public hearing, arbitration, or legal proceeding. 7. Providing assistance or preparation of additional documentation required for legal transactions, including sale of property or preparation of lease agreements. 8. Any environmental, natural resource, jurisdictional wetland surveys, listed species, or cultural resource surveys, studies, or monitoring not specifically described above. 9. Planning, analysis or design of additional or alternative facilities. 10. Additional effort required to design and/or permit the water line relocation not included in the current scope. Items not included include separate maintenance of traffic plans, SWPPP preparation and wetland delineations/wetland permitting which is assumed to be handled by Okaloosa County's consultant. 11. Additional topographic survey services in addition to the subsurface utility engineering test holes. 2 5.0 CLIENT RESPONSIBILITIES 1. Designate in writing a person to act as the City representative with respect to the work to be performed under this agreement. Such person shall have complete authority to transmit instructions, receive information, interpret and define policies and make decisions. 2. The City shall provide the Consultant with all available site data. This may include survey data, CADD files, GIS data, original as -built plans for existing City facilities, utility markups, geotechnical information and/or field notes. 3. The City shall coordinate with the different owners of the properties and obtain written approval for Consultant work efforts on the properties associated with this scope. 4. Any information the City has available concerning the roadway, storm drainage, and other utility services to the project site, including electric and telephone utilities. 5. All information the City has available including existing drawings, notes, details and appurtenances necessary for the design and permitting of the projects. 3 PJ Adams Parkway Utility Relocation Project Segment 4 Engineering Scope Estimation Prepared for the City of Crestview ATKINS Activity Fee Estimate 1.0 Subsurface Utility-Cardno $8,878.72 Surveying - Southeastern Surveying $2,484.00 $11,362 72 2.0 Utility Coordination $8,210.00 3.0 Construction Plans $17,30000 Total $36,872.72 Steven L. Anclerson, Jr., PSM, PLS Charles M. Arnett, PSM Michael D. Brown, PSM Eric E. Cain, PSM John K. Carr, PSM Michael L. Dougherty, PSM James M. Dunn, II, PSM Thomas F. Ferguson, PSM Ronnie A. Figueroa, PSM, GISP Tate B. Flowers, PSM, PLS Robert W. Gardner, PSM Brian R. Garvey, PE, GISP Daniel J. Henry, PSM, PLS Ryan E. Johnson, PSM Gary B. Krick, PSM Brad J. Lashley, PSM, PLS Myron F. Lucas, PSM James E. Mazurak, PSM zSoigneastenv Southeastern Surveying and Mapping Corporation Serving the Southeast Since 1972 www. southoasternsurveying, com Lrfoesoutheasternsrurveyhrry, com Thomas K. Mead, PSM, PLS Timothy O. Mosby, PSM James L. Petersen, PSM William C. Rowe, PSM Tony G. Syfrett, PSM, PLS Thomas P. Young, Jr„ PSM, GISP Kirk R. Hall, El, GISP Brad A. Stroppel, El, GISP Cheryl A. Isenberg, GISP Brian E. Latchaw, GISP Patrick J. Phillips, GISP Donna L. Hendrix, CST IV Mark W. Klaers, CST IV Joseph 5. Locklin, CST IV David M. Rentfrow, CST IV Steve D. Smith, CST IV Celeste B. van Gelder, CST IV Land Surveying & Mapping Services • Sub -Surface Utility Designation & Location Services • Geographic Information Systems • GPS Asset Inventories Date:July 18,2019 Mr.John MacDonald P.E, Senior Engineer\Project Manager Atkins Global 2114 Airport Blvd. Suite 1450 Pensacola,Florida 32504 RE: VIA EMAIL:john.macdonald3@atkinglobal.com Project Name:Survey SUE Location for P.J.Adams Phase 1-3 Construction Project Address:Crestview , Florida Section 36 , Township 3 North, Range 24 West, Okaloosa County, Florida Dear , Mr. MacDonald We are pleased to submit our proposal for Surveying Services on the above referenced project. SCOPE OF WORK: Provide Surveying Services in accordance with Chapter 5J-17 F.A.C. to include the following: 1. Recover or Establish Horizontal Control in State Plane Coordinates(Florida North) and Vertical in NAVD88 Datum. 2. Coordinate Efforts of Project with John MacDonald of Atkins and Daryl Thie of Cardno to prepare Field Location Effort and any Additional Requirements or work effort needed. 3. Provide a Safe work Zone based on SSMC Standards according to all Applicable safety Handbook Requirements along with the MUTCD Manual. 4. Provide Location of 5 to 10 SUE Testhole as performed by Cardno along with Associated Markings if existing. The final product will be a Spreadsheet show Northing Fasting along with Elevation and an electronic file on for your use. Our fee for the above referenced Project will be: SUE Testhole Location Survey $2484.00 We anticipate completion of the above described work within ( 2 ) weeks after receipt of a written notice to proceed. 6500 All American Blvd 1130 Highway 90 Orlando, FL 32810 Chipley, FL 32428 407.292.8580 050.638.0790 407,292.0141 Fax 050.638.8069 Fax Lakeside Executive Center 8641 Baypine Road Suite 5 Jacksonville, FL 32256 904.737.5900 904.737.5995 Fax 813.898.2712 Fax 119 West Main Street Tavares, FL 32770 352.343,4880 352.343.4914 Fax 10 East Lake Street Kissimmee, FL 34744 407.844.4880 407.944.0424 Fax University Corporate Park 10770 North 46th Street Suite C-300 Tampa, FL 33617 813.096.2711 410 Honeysuckle Road Dothan, AL 36305 334.646.0268 Page 2 SSIVIC will submit monthly invoices electronically via email as an attachment. SSMC requires each client to provide its Accounts Payable contact information along with any invoicing deadlines and requirements per project. Please complete the attached Contact Information Sheet and return to SSMC Project Manager listed below with your signed proposal letter or executed agreement. Payment is expected within thirty (30) days from date of invoice. Notice to Owner • For all construction related projects a Notice to Owner will be filed. • For all projects over $5,000.00 a Notice to Owner will be filed. We look forward to the opportunity to work with you on this project. Sincerely, / l Thomas K. Mead PSM\PLS President Project Manager If the above scope, period of service and method of compensation meets with your approval, please execute below and email/fax to Southeastern Surveying and Mapping Corporation (SSMC) as notice to proceed along with the notice of commencement. If your firm prefers using you own standard PROFESSIONAL SERVICES AGREEMENT in lieu of this proposal letter, this document MUST BE furnished to SSMC, negotiated, and executed prior to the commencement of any service. Send all Agreements to: Orlando Corporate Office 6500 All American Boulevard Orlando, EL 32810. Fax:407-292-0141 Email: info asoutheasternsurveyjng.com C:\Users Tmead\DcsktophAtkins P.I ADAMS SUE LOCATION-SI'ANDARD.Doex survelliag Sw ;t(heast ra July 26, 2019 Mr. John MacDonald, P.E. Senior Engineer — Engineering, Design and Project Management ATKINS 2114 Airport Blvd., Suite 1450 Pensacola, FL, 32504 RE: Proposal for Subsurface Utility Engineering Services for City of Crestview - PJ Adams Parkway - Phase 1 - 3 Between Lustan Drive and Crab Apple Avenue Crestview, Okaloosa County, Florida Dear Mr. MacDonald, a clno' Shaping the Future Cardno 159 SW Spencer Court Suite 106 Lake City, FL 32024 USA Phone 386.755.2626 Fax 386-755-2507 www.cardno.com We are pleased to provide you this proposal for professional Subsurface Utility Engineering (SUE) services for PJ Adams Parkway — Phase 1 - 3 in Crestview, Okaloosa County, Florida. The limits for the Quality Level "B" Designating (Horizontal Marking) and Quality Level "A" Locating (VVH Test Holes) to be performed for this project are within Phase 1 - 3 of the PJ Adams Parkway project; between Lustan Drive and Crab Apple Avenue and the effort based on the attached scope of services. For this project we will provide the following services: • Quality Level "B" Designating of existing subsurface utilities; along PJ Adams Pkwy.at location identified by Atkins/ City of Crestview (Not to exceed one (1) day of effort) • Quality Level "A" VVH Test Holes of subsurface utilities; at locations identified by Atkins/ City of Crestview (Not to exceed 10 Test Holes and/or not to exceed one (1) day of effort) The total Lump Sum fee for the Quality Level "B" Designating, Quality Level "A" Locating of the subsurface utilities including associated office support, mobilization, and maintenance of traffic will be: $8,878.72 Cardno is committed to diligently working to complete this project within your schedule which will require close coordination between ATKINS and Cardno, as well as our receiving a timely written notice to proceed with terms and conditions acceptable to Cardno Inc. We look forward to working with you on this very important project. After reviewing this proposal, should you have any further questions or need additional information, please feel free to contact us. Kind Regards, Steven L. Abbott Cardno Assistant Project Manager SUBSURFACE UTILITY ENGINEERING FOR ATKINS City of Crestview PJ Adams Parkway— Phase 1 — 3 Between Lustan Drive and Crab Apple Avenue Crestview, Okaloosa County, Florida PROJECT LIMITS: The limits for the Quality Level "B" Designating (Horizontal Marking) and Quality Level "A" Locating (VVH Test Holes) to be performed for this project are within Phase 1 - 3 (between Lustan Drive and Crab Apple Avenue) of the PJ Adams Parkway project. SCOPE OF SERVICES: Quality Level "B" Designating - Horizontal Marking of Subsurface Utility Mains: • Cardno will provide Quality Level "B" Designating, marking on the surface the approximate horizontal location of the existing subsurface utility mains, within the project limits as described above (Not to exceed one (1) day of effort). ➢ By selecting the appropriate electromagnetic and/or geophysical prospecting equipment to include transmitter/receiver combinations along with Ground Penetrating Radar (GPR), Cardno will Designate (detect and mark) the subsurface utility mains approximate horizontal position on the surface using paint or flags as appropriate based on the field conditions and safety consideration. NOTE: Some existing subsurface utility mains may not be detectable at the surface using current state of the art geophysical detecting equipment, due to their depth, size, material composition or soil conditions. In these cases Cardno will show these utilities based on any visible surface features and any existing record drawings that have been provided to Cardno. These utility mains shown from surface features and record drawings will be shown as Quality Level "D". Quality Level "A" Locating (VVH Test Holes) may be required on these type of utilities for further verification. This scope/fee proposal does not include designating of any minor underground utilities such as landscape irrigation systems, service connections, hose bibs, and lighting for signs, and it does not include gravity sanitary, storm drains, or abandoned utilities within project limits. Survey of Quality Level "B" Designating: ➢ Survey of the Quality Level "B" Designating will be provided by others, who will provide Cardno with a digital Auto Cad or Micro Station file of the Quality Level "B" Designating to include surface utility and topographic features so that the Cardno can QA/QC the survey results before final submittal. Quality Level "B" Deliverables: ➢ Cardno's field crew will provide field sketches and utility point forms for the Quality Level "B" Designating performed. The designating field sketches will be color coded and the point forms processed into a digital Excel spreadsheet and provided to Atkins. The sketches and points forms will be the Cardno Quality Level "B" Designating deliverable. Atkins' surveyor will provide the digital Auto Cad or Micro Station File of the Quality Level "B" Designating upon completion of the QA/QC review by Cardno. Hint Quality Level "A" Locating using Non -Destructive Vacuum Excavation: • Cardno will provide Quality Level "A" Locating (VVH Test Holes) using Non -Destructive Vacuum Excavation to visually verify the size, color, material composition, configuration, orientation and depth of subsurface utility mains (Not to Exceed 10 Test Holes and/or not to exceed one (1) day of effort), locations identified by Atkins/ City of Crestview in order to determine the elevation of select utilities. The VVH test hole will be performed as close to the identified location as possible based on site conditions and safety considerations. ➢ In performing the Quality Level "A" Locating (VVH Test Holes), Cardno will neatly cut and remove existing pavement or other surface material (not to exceed two hundred twenty-five (225) square inches per cut). We will then excavate the material through the cut down to the utility in a way that prevents any damage to wrappings, coatings, tracer wires or other protective coverings of the utility (i.e., vacuum/pressure excavations, hand digging, etc.). ➢ Upon obtaining necessary measurements on the subsurface utility, Cardno will then backfill and compact with select material around the utility and provide a restoration of the surface pavement, within the limits of the cut at the time of the back -fill. In the event the excavation is in an area other than roadway pavements, the disturbed area will be restored to its original condition prior to the excavation. ➢ Cardno will place a suitable semi -permanent above ground markers (i.e., PK nails, steel rods, etc.), on the surface directly above the centerline of the subsurface utility being located. Wooden hubs or stakes are not sufficient for this activity. Upon completion of the test hole, clean-up will be done on the work site to equal or better condition than before the excavation began. Survey of Quality Level "A" Locating: ➢ Survey of the Quality Level "A" Locating (VVH Test Holes) will be provided by others who will provide Cardno a digital Auto Cad or Micro Station file of the Quality Level "A" Locating to include surface utility and topographic features, previous Quality Level "B" Designating and a report to include the northing, easting, elevation utility point name, depth to the utility and elevation of the utility at the point the utility was located, so that the Cardno can QA/QC the survey results of the Quality Level "A" Locating before final. Quality Level "A" Locating Deliverables: ➢ Cardno field crew will complete "Locating" form (s) utilizing field stationing and/or swing ties from existing features to show the locations of all Quality Level "A" VVH Locating (VVH Test Holes) performed. The Locating form will be put into a digital format and provided as the Cardno Quality Level "A" Locating deliverable. Atkins' surveyor will provide the digital Auto Cad or Micro Station File of the Quality Level "A" Locating upon completion of the QA/QC review by Cardno. NOTE: As indicated above, the survey of all Subsurface Utility Quality Level "A" Locating and Quality Level "B" Designating will be provided by others. Yfif no "yam IG AND RESURFACING NG IG ASPHALT EPTH (1.5") TING C C) (1.5') (PG 7-22) (PMA) 0 WARNING: GAS MAIN IN AREAS OF CONSTRUCTION 00 STA. 2068+21.51 CONST. PJ ADAMS= STA. 11+25.00 C CONST. LUSTAN NOTE: ALL STATION/OFFSETS ARE BASED OFF THE CE CONST. FOR P.J. ADAMS CONST. LUSTAN DR. +91.51 75.00LT 2066+80.17 \` 74.00' LT,_ \ -`--. -- -- EXISTING R/W\• \ _ 0 - -. 37 39700'" L ti 2068+53.04 2.60' LT +33.5 75-00' LT +33.51 69.00' LT 2068+52.89 .62.19' LT ,-- - 72 kV +63.51 39 00 LT OF 18" PIPE 5-405 BEGIN PROJECT L CONST. STA. 2065+50.00 C CONST. = cot , 2069+00.00 56.33' RT 2070+00.00 56.33' RT CONST. 6' CONC. SIDEWALK PROPOSED R/W EXISTING R/W WARNING: GAS MAIN IN AREAS OF CONSTRUCTION EXISTING ONST 216 LF IF 18" PIPE 6' CONC. ALK B SURVEY -CONST. 77 LF OF 18" PIPE - CONST. 6' CONC. SIDEWALK 2074+03.94 76.00' LT 2074+02.69 51.52' LT 2073+38.32. ;T. 56.33 RT 2073+58.17 65.49' RT 2073+58.78 65.49' RT,. -. 297 LF OF 18" PIPE 2073+58.83 87.05' RT. STABILIZATION EXISTING R/W 2073+82.48 C CONST. ..87.20' RT POND`4 -Q POND 3 STA. 70+00.00 = CONST. STA. 2073+99.67 -CONST. 77 LF OF 18" PIPE CONST. 82 LF OF 18" PIPE P-52 OU EXISTING R/W 1.87 65.26' LT +9187 `.+ +50.07 59.59' LT 58.70_LT PROPOSED R/W CONST. 4' TRAFFIC SEPARATOR PER FDOT INDEX 302 OPTION 1, TYPE 1 +95.00 64.37' LT 4.00' RT +99.91 67.51' LT -,w,.. -'-� • + i:i. -. 2075+59:37 76' RT- . 60.37' RT ., 2074+00.40 2074+99:85 57.92' RT 63.99' RT 2073+83.1 0 2074+49.82 65.49' RT 60.22 RT 2073+82.51 65.49' RT CONST. 79 LFOF24" PI'' S408 Out I(S-P4 2075P'49-9_ 65.43' RT P84-2 075+47.35 72.31' RT S-P410ut +00.09 61.85' LT +00.03 68.53' LT +49.97 67.75 LT +50.03 62.08' LT N 89' 2738"E 2075+88.12. 59.37'RT-- F1 2075+59:40 65.37' RT 2075+72.40 91.02' RT 99:97 62.86',,;LT CONST. 6' CONC.- SIDEWALK CONST. RIPRAP PAD IRREGULAR SHAPE 1.5` THICK CONST. 106 LF OF. 24" PIPE WARNING: GAS MAIN IN AREAS OF CONSTRUCTION CONST. PJ ADAMS= CONST. CADLE NOTE: ALL STATION/OFFSETS ARE BASED OFF THE fL CONST. FOR P.J. ADAMS CONST. 4' TRAFFIC SEPARATOR PER FOOT INDEX 302 OPTION I, TYPE 1 +50.00 67.43' LT CONST. 45 LF EXISTING R/W OF 36" PIPE +83.37 (5501-0 59.82' LT +97.54 46 +21.01 70.67' LT '+00.00 77,09' LT 93.95 \ 77.09, LT CONST. 50 LF OF (2)-8' X 5' CRC PROPOSED R/W - 5503-out CONST. 75 LF OF 18" PIPE +32.05 70.67LT 2083+62.02 79.00' LT +93-95 / ":o > .- ..__lc q; - -•T 4.--:> - Lair CONS/. 6' LUNt_. SIDEWALK 4:02,4 , 6-02.46 70.67 LT 50 00 �� LT +00.00 ®�S+32.36 2083+61.96 co co .1�' 69.60' LT +2] 01 -" 8098 60 67' LT ant 64.27' LT 58.15 LT 66.00' LT 64.16' L ,� 2D CONST 19 LF -'DFK38" P7P'E . CL CONST. k� ."� ` --,, 15982'7 LT S 503 n - 000-, .:1 Cp 4 SD , �L4P OF 24 _�2(PE"` _ CONST ti ._ _� Mk 'IPE AIN \ T ' ` ll00'•RT -\\ _ EXST. CBC EXST PIPE _ _ -r0 RE _r ;. .r _r - ' 1 S-50.) ...;. VW ®t_�— S'-50,4 - - D-4 3U EXISTING R/W CONST. 77 LF OF 18" PIPE,- CONST. 18 LF OF (2)-8' X 5' CBC SURVEY CONST. 6' CONC. SIDEWALK CONST. 15 LF OF 24" PIPE CONST. 77 LF OF 18" PIPE CONSTRUCTION New Pond NOTE: ALL STATION/OFFSETS ARE BASED OFF THE fL CONST. FOR P.J. ADAMS PROPOSED R/W CONST. 6' CONC. -SIDEWALK- SURVEY EXISTING R/ End Full Typical Section with Okaloosa STP4-2090+85.02 C CONST. PJ ADAMS= 10+00.00 fL CONST. CRAB APPLE EXISTING R/W C CONST. CONST, 78 LF OF 18" PIPE +20.72 11.00' LT f CONST. 243 LF OF 18" PIPE +85.10 +90.29 11.00L 8.73' LT +59.72 ...... _ _6..._ +5.72 +87.44 11.00' LT 2.59' LT S-SO'6 2090 i< '7488: R7:4-67 ^� ..--1� \1 7,.48' RT .__CONST 24 LF -0FL: . PIPE ' r +85 85 63.50' RT EXIST. PIPE AND ST? 1 -5066 Ati TO'! REMAIN - +52.38 103.68' LT.