HomeMy WebLinkAboutItem 08 Approval of Change Order No. 1 for ITB #24-002
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
STAFF REPORT
Meeting Date: September 17, 2024
Item #: 8
Contact Name: TJ Tomlinson Department Director: Jen Bolling
Contact Number: Ext. 4301 City Manager: Craig Shadrix
Subject: Approval of Change Order No. 1 for ITB #24-002 W. Oakland Avenue Reconstruction.
(Acting Utilities Director Bolling)
Background Summary:
The approved W. Oakland Avenue Reconstruction Project includes the construction of a gravity sewer system
that will provide service to the parcels along W. Oakland Avenue, East of Florida Central Railroad Company,
LLC's (FCEN) railroad tracks. Due to the elevation constraints of the existing gravity sewer system along
Bluford Avenue, and the strict depth requirements from FCEN, the original gravity sewer design did not extend
west of FCEN’s railroad tracks.
Staff worked with CPH, the Engineering Consultant for this project, to overcome the elevation and depth
constraints. As a result of this effort, the existing manhole cone will be modified and a 16-inch steel casing will
be installed underneath the railroad tracks to provide future developments west of the railroad tracks the ability
to connect to gravity sewer.
Change Order No. 1 will allow for the Contractor, J Malever Construction Company, of the W. Oakland Avenue
Reconstruction Project to modify the existing manhole cone and construct the 16-inch steel casing at a cost of
$81,945.00.
Issue:
Should the Honorable Mayor and City Commissioners approve Change Order No. 1 for ITB #24-002 W.
Oakland Avenue Reconstruction at a cost of $81,945.00?
Recommendations:
Staff recommends the Honorable Mayor and City Commissioners approve Change Order No. 1 for ITB #24-
002 W. Oakland Avenue Reconstruction in the amount of $81,945.00.
Attachments:
1. Change Order No. 1
2. W. Oakland Ave Railroad Crossing(S&S)
Financial Impacts:
None, as the City has adequate funding in the Capital Improvements Fund for this change order.
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761
Phone: (407) 905-3100 ▪ www.ocoee.org
Type of Item: Consent
ITB #24-002 W. Oakland Ave Reconstruction
CITY OF OCOEE
1 N. Bluford Avenue
Ocoee, Florida 34761
*This Change Order Requires Action by the City Commission*
ITB #24-002 W. Oakland Ave Reconstruction
CHANGE ORDER NO. _ _
DATE: PURCHASE ORDER:
The following changes are hereby made to the CONTRACT DOCUMENTS.
Original CONTRACT PRICE $3,033,893.00
Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $3,033,893.00
Net Increase (Decrease) Resulting from this CHANGE ORDER $81,945.00
The current CONTRACT PRICE including this CHANGE ORDER $3,115,838.00
Original CONTRACT COMPLETION DATE: 10/05/2025
Current CONTRACT COMPLETION DATE adjusted by previous
CHANGE ORDERS 10/05/2025
Net Increase Resulting from this CHANGE ORDER 0 days
Current CONTRACT COMPLETION DATE including this
CHANGE ORDER 10/05/2025
1429501
1
9/4/2024
Change Order # 1 (Commission)
ITB #24-002 W. Oakland Ave Reconstruction
CHANGES ORDERED:
I. REQUIRED CHANGES
1. This change order will cause a net increase to the contract total in the amount of $81,945.00
2. Increase in Pay Items to complete the project: N/A
3. Added Pay Items to complete the project:
CO1.01 Additional Work to replace Existing Manhole Cone by One (1) Lump Sum in the
amount of One Thousand Four Hundred Forty-Five and 00/100 ($1,445.00) Dollars
CO1.02 Additional Work to install 16-inch Steel Casing Under Railroad Right-of-Way by One
Hundred Fifteen (115) Linear Feet in the total amount of Eighty Thousand Five
Hundred and 0/100 ($80,500.00) Dollars
II. JUSTIFICATION
CO1.01 Due to changes in design for the road elevation for Phase II of this project, the existing
manhole has to be modified. The Contractor will be removing the existing manhole
cone and replacing it with a short cone section.
CO1.02 Due to the elevation constraints from the existing manhole on Bluford Ave and the
strict elevation requirements to cross under the railroad tracks, the gravity sewer
designed in this project cannot extend past the railroad tracks. The installation of a 16”
sleeve under the railroad tracks will allow for a future force main to be constructed
under the railroad tracks and connect to the gravity sewer designed in this project. This
will allow for parcels west of the railroad tracks to connect to City sewer.
III. NARRATIVE OF NEGOTIATIONS
The Contractor has agreed to do the additional work to construct a 16” Steel Casing under the
Railroad Right-of-Way as part of the W Oakland Ave Phase II Project.
IV. PAYMENT
The Utilities Department provided funding in the amount of $47,000 for the construction of
sanitary sewer as part of this project. This funding only covers the cost of the Utility Sewer
Infrastructure items bid in this project. Additional funding will be need to cover the expenses
of Change Order #1.
Funding for CO1.01 of this Change Order in the amount of $1,445.00 shall come from 417-
535-10-6302 of Job #P000302. There is adequate funding for CO1.02 of this Change Order
in the amount of $80,500.00 in the Capital Improvements Fund. These changes will not affect
the funding for Utility Potable Water Infrastructure funding and Public Works Infrastructure
funding.
Change Order # 1 (Commission)
ITB #24-002 W. Oakland Ave Reconstruction
V. APPROVAL AND CHANGE AUTHORIZATION
The original project and funding allocation was established by issuance of a CITY purchase order,
subject to the terms and conditions contained in the CITY’s solicitation, Project Manual, Drawings,
Specifications, and/or the CONTRACTOR’s service and price proposal, which collectively form the
terms of an agreement between the CITY and the CONTRACTOR for the performance of the Work.
This proposed change to the agreement requires approval by the City Commission under the CITY’s
Purchasing Rules and Regulations and is consistent with any prior action by the City Commission
to award the Work to the CONTRACTOR. It is expressly understood and agreed that the approval
of the Change Order shall have no effect on the original agreement other than matters expressly
provided herein.
CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the
adjustments in contract price and time shown hereon constitute full and complete compensation and
satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as
a result of this Change Order. No other claim for increased costs of performance or modifications
of time will be granted by the CITY for the Work covered by this Change Order. The
CONTRACTOR hereby waives and releases any further claims for cost or time against the CITY
arising from or relating to the matters or Work set forth or contemplated by this Change Order.
[Balance of this page was left blank intentionally]
From:Scott Tyre
To:Womack, Milen; Tomlinson, T"Jean
Subject:Change Order to Adjust the existing sanitary manhole with a shorter cone
Date:Thursday, August 8, 2024 1:57:25 PM
Attachments:23-10818_SAN-EXIST.pdf
Milen / TJ,
The existing sanitary manhole located at the NE corner of Oakland and Cumberland was set at
a higher RIM elevation than what our plan set shows. We will need to remove that old cone
(36" tall) and reinstall a shorter cone (20" Tall) to meet the plan elevation. The cost to
purchase and install the shorter cone is $1,445. Please review the cost and attached shop
drawing, then sign a return the shop drawing so that we can order the cone and set a delivery
date.
-- Scott Tyre
Project Manager - Estimator
J. Malever Construction
301 Sampey Road
Groveland, FL 34736
Phone - 352-429-9507
Fax - 352-429-8705
Cell - 407-267-6768Email - scott@jmalever.com - NEW EMAIL ADDRESS
Job No. - CITY OF OCOEE - Project NameCOMMISSIONER DISTRICT 1:SCOTT R. KENNEDYMAYOR:COMMISSIONER DISTRICT 2: COMMISSIONER DISTRICT 3: CITY OFFICIALS:RUSTY JOHNSONROSEMARY WILSENCITY MANAGER:AGES HARTRICHARD FIRSTNERCOMMISSIONER DISTRICT 4:ROBERT D. FRANKINDEX OF SHEETS:C-1COVER SHEETC-2GENERAL NOTESC-3PLAN AND POFILECity of OcoeeW. Oakland AvenueRailroad CrossingApril 2024ASSISTANT CITY MANAGER:CRAIG SHADRIXUTILITIES DIRECTOR:JAMIE CROTEAUASSISTANT UTILITIES DIRECTOR:JENNIFER BOLLING, P.E.VICINITY MAPN.T.S.W. FRANKLIN ST.NPROJECTLOCATION1117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452www.cphcorp.com Building BetterCommunities TogetherCPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298J:\O6030\Civil\DWG\_Current_Plan_Set\O6030 Cover.dwg February 22, 2024PERMIT SETSheet No.C-1ROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875TAYLOR ST.W. OAKLAND AVE.MAGNOLIA ST.KISSIMMEE AVE.
GENERAL NOTESC-2GENERAL PROVISIONS1.THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.2.ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FORPREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THEREQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIREDTO COMPLY WITH THE NPDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURINGCONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.3.UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTORBY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERIMMEDIATELY.4.CONTRACTOR SHALL PROVIDE A PRECONSTRUCTION VIDEO DOCUMENTING THE EXISTING CONDITIONS FROM RIGHT-OF-WAY TO RIGHT-OF-WAY ALONG PROJECT LIMITS.5.THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION,THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALLDIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS ANDOMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS INSUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.6.PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LANDSURVEYOR AND REPLACED, AS NECESSARY, BY SAME.7.THE CONTRACTOR SHALL COORDINATE QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITYTESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS; C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTINGINCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING.8.IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANYPUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNERAND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL.9.TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.10.THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS,PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THEOWNER.11.CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFICEXEMPTION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 DURING BUSINESS HOURS OR USETHE INTERNET TO PROVIDE NOTIFICATION INFORMATION.UTILITY GENERAL NOTES1.THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.2.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIESAND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANUNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSEDCONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.3.A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2)AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTORSHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. PER FLORIDA STATUTE 553.851,THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION.4.THE FOLLOWING UTILITIES MAY HAVE FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:CITY OF OCOEEDUKE ENERGY CENTURYLINK CHARTER5.THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.6.THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTORSHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPINGWHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THEENGINEER.8.TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAYALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO THE ENGINEER FOR APPROVAL AND USES MATERIALS ASDESIGNATED IN THE SPECIFICATIONS.9.FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEPTH, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED ORCONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROMTHE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATEDPORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NOADDITIONAL COST TO THE OWNER.10.THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIESREQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OFPROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES INSPECTOR IN WRITING 48 HOURS INADVANCE OF PROPOSED TESTING.11.THE CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS, APPROVED MATERIALS LIST, AND DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEPSHALL BE FOLLOWED FOR ALL PUBLIC UTILITIES.12.ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND DETAILS.ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION.AS-BUILT DRAWING REQUIREMENTS1.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR,SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY.2.AS BUILT NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARD MANUAL IN THE FOLLOWING FORMATS:·ONE PDF COPY.·ONE CAD COPY DRAWN IN STATE PLANE COORDINATES.SITE PREPARATION1.UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES AS INDICATED ON THE DRAWINGS. ANY REPAIR ORRECONSTRUCTION OF DAMAGED AREAS SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRACOMPENSATION SHALL BE PROVIDED.2.STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALLDIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEERBEFORE COMMENCING WORK.3.PROTECT ALL TREES AND SHRUBS, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS.4.TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT ORSTOCKPILES WITHIN BRANCH SPREAD5.AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREESOUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER.6.CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK.7.EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES.8.GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINALSURFACE LEVEL OF THE GROUND.9.ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.EXCAVATION, TRENCHING, AND FILL1.THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS,OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.2.ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS.3.POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLERESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHINTHREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER.4.FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 100SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINETRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS.5.IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE.A.ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACEINVESTIGATION REPORTS. NO MORE THAN 12% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE.B.UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GC, SC, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THESOIL AND SUBSURFACE INVESTIGATION REPORTS.6.PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS.7.SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARYPROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY.8.FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED,TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE ANDHEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED.9.SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA.10.ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHINTHE PROJECT GEOTECHNICAL REPORT.11.EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHINUNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS.12.EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE.13.TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE.14.ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, ORSLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH.15.MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTO T180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; BACKFILLAND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS = 95 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED INALL OTHER AREAS = 90 PERCENT.UTILITY SEPARATION REQUIREMENTS1.THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWED FOR ALL PUBLIC UTILITIES.2.THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGETREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWERAND RECLAIMED WATER MAIN.B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUMHORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATERMAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS,DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENTFACILITIES.3.THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THEFOLLOWING:A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATERMAIN IS AT LEAST EIGHTEEN INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER,VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPESANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS.B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS, WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAINCROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 18 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMEDWATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREEFEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS.4. WHERE SEPARATION IN ACCORANCE WITH CITY OF OCOEE DETAIL UT013 CAN NOT BE MET, A LESSER SEPARATION IN ACCORDANCE WITH 62.555.314 MAY BE ALLOWED.EROSION AND SEDIMENT CONTROLS1.AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FORAPPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXECUTE ALL MEASURESNECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTIONPERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISIONTHROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THISSPECIFICATION.A)STOCKPILING MATERIALNO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTIONFACILITY.B)EXPOSED AREA LIMITATIONTHE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATIONWILL NOT SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.C)INLET PROTECTIONINLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORM WATER RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENTTO THE INLET.D)TEMPORARY SEEDINGAREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICKGROWING GRASS SPECIES WHICH WILL PROVIDE AND EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETEWITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE.E)TEMPORARY SEEDING AND MULCHINGSLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCHMATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES.F)TEMPORARY GRASSINGTHAT SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.G)TEMPORARY RE-GRASSINGIF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THEDESIRED VEGETATION COVER.H)MAINTENANCEALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLYWITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT.2.TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985.3.THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE EPA NPDES (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM) REGULATIONSPRIOR TO CONSTRUCTION. THE CONTRACTOR MUST ALSO PREPARE AND SUBMIT A NOTICE OF INTENT (NOI) FORM TO FDEP 48 HOURS PRIOR TO COMMENCING CONSTRUCTION.4.UNDER PROVISIONS OF THE CLEAN WATER ACT. OPERATOR(S) OF CONSTRUCTION SITES, PURSUANT TO CONDITIONS OF THE NPDES PERMIT, MUST SUBMIT A NOI TO OBTAIN COVERAGE UNDER THE NPDESSTORM WATER CONSTRUCTION GENERAL PERMIT.5.NOI'S MUST BE SENT TO THE FOLLOWING ADDRESS:NPDES STORMWATER PROGRAM2600 BLAIR STONE ROADMAIL STATION 2500TALLAHASSEE, FL. 32399PHONE: (850) 245-7522UPON SUBMITTAL TO FDEP IN TALAHASSEE, THE CONTRACTOR SHALL ALSO SUBMIT A COPY TO THE CITY ENGINEER.Drawing name: J:\O6030\Civil\DWG\_Current_Plan_Set\O6030 General Notes..dwg Apr 04, 2024 - 9:55am gmooreJob No.Date:Checked by:Designed by:Drawn by:Sheet No.No.DateNo.DateRevisionwww.cphcorp.comC 2024Revision123456781117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452CPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298 Building BetterCommunities TogetherROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875City of OcoeeW.Oakland Avenue Railroad CrossingOcoee, FloridaO60304/4/2024RMGMEIGCM
W Oakland Ave.Railroad Railroad
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℄ ℄ 212223242520 Scale10811011211411611812012212412610811011211411611812012212412621+0022+0023+0024+0025+00Drawing name: J:\O6030\Civil\DWG\_Current_Plan_Set\6030 Site Plan.dwg Apr 04, 2024 - 9:56am gmooreJob No.Date:Checked by:Designed by:Drawn by:Sheet No.No.DateNo.DateRevisionwww.cphcorp.comC 2024Revision123456781117 East Robinson StreetOrlando, FL 32801Ph: 407.425.0452CPH, LLCA Full Service A & E FirmPlans Prepared By:State of Florida Licenses:Engineer No. 3215Surveyor No. LB7143Architect. No. AA26000926Landscape No. LC000298 Building BetterCommunities TogetherROBERTO MARCOS GONZALEZ, P.E.P.E. LIC. # 56875City of OcoeeW.Oakland Avenue Railroad CrossingOcoee, FloridaO60304/4/2024RMGMEIGCM PLAN AND PROFILESTA 19+00 TO STA 25+00C-3JACK AND BORE115 L.F. OF 16" STEEL CASINGCAP BOTH ENDS±40'NOTES:1. REFER TO ENGINEERING SPECIFICATIONS IN THEAPPLICATION PACKAGE FOR ADDITIONAL INFORMATION ANDGUIDANCE.2.FOR JACK AND BORE INSTALLATIONS "THE FRONT OF THECASING PIPE SHALL BE PROVIDED WITH MECHANICALARRANGEMENTS OR DEVICES THAT WILL POSITIVELYPREVENT THE AUGER FROM LEADING THE PIPE SO THAT NOUNSUPPORTED EXCAVATION IS AHEAD OF THE PIPE."3. LOCATE CSX'S SIGNAL FACILITIES AND /OR WARNINGDEVICES AT PROPOSED FACILITY CROSSING LOCATION. I.E.CANTILEVERS, FLASHERS, GATES AND SHOW CLEARANCES.4. CASING PIPE ENDS MUST BE SEALED.NOTES:1.MINIMUM ALLOWABLE VERTICAL DISTANCEFROM CSX RAIL IS 5.5 FT.2.MINIMUM YIELD POINT STRENGTH OF 35,000 PSIASTM A 252 GRADE 2 OR ASTM A 139 GRADE B,0.281" WALL THICKNESS.JACK AND BORE115 L.F. OF 16" STEEL CASING PIPEWITH FLEXIBLE END CAPSEXISTING R/WEXISTING R/WN
104020201 inch = 20 ft.( IN FEET )0GRAPHIC SCALERAILROAD RIGHT OF WAY 95'EXISTING LOCATION OF CSX RAILAPPROXIMATE ELEVATION 119.5010'10±44'10'10'JACK ANDBORE DEPTH5.5'FLEXIBLEEND CAP (TYP.)18" x 18" x 1/4"FIBERGLASS PANEL (TYP.)JACK AND BORE PIT10' x 25' (TYP.)Sanitary Sewer Force Main75 PSIXCSXT PipelineSpec. ReferencePIPELINE CONTENT DETAILSCommodity Description:Maximum Operating Pressure:Is Commodity Flammable: Yes NoCARRIER/CASING PIPE DETAILSCarrier PipeCasing PipePipe Material:Material Specifications & Grade:Specified Minimum Yield Strength:Nominal Size Outside Diameter (Inches):Wall Thickness (Inches):Type of Seam:Type of Joints:Tunnel Liner Plates Required: Yes NoCathodic Protection: Yes NoType: _______________________Protective Coating: Yes NoType: _______________________Temp. Track Support or Rip-Rap Req.: Yes NoMust Describe & Show on Dwg.XXXXN/AN/AN/ARestrainedSteel35,000 PSI160.281"N/AWeldedASTM A252 or ASTM A139N/AN/AN/AEXISTING GRADE @ C/LEXISTING GRADE @ RAILROAD CROSSING