Plans_TS-0007.pdf

PDF 23 MB Posted Jul 30, 2025

Attached to: Tinker Lift Station Elimination, Area A
Solicitation number: TS-0007
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	Jul 30, 2025
Business Relationship Affidavit.pdf	PDF	Jul 30, 2025
TS-0007 Volume 1-Specs.pdf	PDF	Jul 30, 2025
TS-0007 Volume 2-Supplemental Provisions-TAFB.pdf	PDF	Jul 30, 2025

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1 109.03 AUDIO-VIDEO RECORDING PRE-CONSTRUCTION AND POST-CONSTRUCTION L.S. 1

2 109.05 SEDIMENT AND EROSION CONTROL L.S. 1

3 212 TRENCH EXCAVATION AND BACKFILL (0-10 FEET) L.F. 551

4 212 TRENCH EXCAVATION AND BACKFILL (0-15 FEET) L.F. 944

5 212 TRENCH EXCAVATION AND BACKFILL (0-20 FEET) L.F. 552

6 215 EMBEDMENT MATERIAL C.Y. 507

7 252 BORE AND STEEL ENCASEMENT (8-INCH CARRIER) L.F. 347

8 513 HYDROSTATIC PRESSURE TESTING L.S. 1

9 602 SEWER SERVICE CONNECTIONS E.A. 9

10 603 SEWER SERVICE LINE (4-INCH) L.F. 169

11 604 ABANDONING SEWER C.Y. 17

12 604 SEWER REMOVAL L.F. 107

13 608 SEWER FLOW CONTROL L.S. 1

14 613 DEFLECTION TEST (<24-INCHES) L.S. 1

15 615 SEWER LEAKAGE TEST (<24-INCHES) L.S. 1

16 616 (4-FOOT DIA.) SANITARY SEWER MANHOLE (0-6 FEET) E.A. 10

17 616 EXTRA DEPTH MANHOLE WALL (4-FOOT DIA.) V.F. 67

18 616 4-INCH MANHOLE DROP CONNECTION E.A 1

19 617 MANHOLE TESTING (ON LINES <24-INCHES) L.S. 1

20 629 ABANDONING MANHOLE E.A. 3

21 633 PVC SDR-35 SANITARY SEWER PIPE (8-INCH) L.F. 1,794

22 633 PVC C900 DR-18 SANITARY SEWER PIPE (8-INCH) L.F. 321

22 633 PVC SDR-35 SANITARY SEWER PIPE (4-INCH) L.F. 241

24 801 GPS AS-BUILT AND SURVEY L.S. 1

25 801 CONSTRUCTION STAKING (CONSTRUCTION SURVEY) L.S. 1

26 802 CONSTRUCTION SIGNING AND TRAFFIC CONTROL L.S. 1

27 810 SELECTIVE CLEARING AND GRUBBING L.S. 1

28 811 ABANDONING EXISTING LIFT STATION L.S. 4

29 811 EXISTING AERIAL CREEK CROSSING REMOVAL L.S. 1

30 814 PAVEMENT CUT AND PERMANENT REPAIR (ASPHALT) S.Y. 564

31 816 REMOVE (AND REPLACE) SIDEWALK (CONCRETE) S.Y. 2

32 840 SOLID SLAB SODDING S.Y. 5,580

33 SPT 1.3H FLOW METER AND ACCESSORIES E.A. 1

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1) CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND SUBMITTING PRE-CONSTRUCTION AND POST-CONSTRUCTION DVDS OF THE PROJECT EXTENTS. THE RECORDINGS SHALL BE COLOR AUDIO-VIDEO AND RECORDED ON TWO SEPARATE DVD RECORDINGS. ONE DVD FOR POST-CONSTRUCTION AND ONE DVD FOR PRE-CONSTRUCTION. RECORDING SHALL INCLUDE ALL PROJECT LIMITS, STORAGE AREAS, AND OTHER AREAS CONTRACTOR OR ENGINEER DETERMINE PERTINENT. 2) THE COST OF ALL LABOR AND MATERIALS (UNLESS PAY ITEMS PROVIDED) REQUIRED FOR THE COST OF ALL LABOR AND MATERIALS (UNLESS PAY ITEMS PROVIDED) REQUIRED FOR THE INSTALLATION OF EROSION CONTROL MEASURES SHALL BE INCLUDED IN THE BID PRICE FOR THIS ITEM. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. PREVENT SEDIMENT FROM ENTERING THE STORM SEWER SYSTEM. 3) THE COST FOR THE STEEL CASING PIPE, CARRIER PIPE, EXCAVATION, BACKFILL, THE COST FOR THE STEEL CASING PIPE, CARRIER PIPE, EXCAVATION, BACKFILL, SHEETING, SHORING, BRACING, DRAINAGE, DISPOSAL OF ALL SURPLUS MATERIALS, TEMPORARY DAMS, AND BYPASS PUMPS, LABOR, TOOLS, EQUIPMENT, AND INCIDENTALS NECESSARY TO COMPLETE THIS WORK SHALL BE INCLUDED IN THIS PAY ITEM. 4) THE QUANTITIES ARE ESTIMATED AND THE CONTRACTOR IS RESPONSIBLE FOR LOCATING THE QUANTITIES ARE ESTIMATED AND THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SERVICE CONNECTIONS AND CONNECTING IT TO THE NEW SEWER LINE. SEE GENERAL NOTE 15 FOR ADDITIONAL INFORMATION 5) PRICE BID TO INCLUDE COST ASSOCIATED WITH ESTABLISHING AND MAINTAINING PROJECT PRICE BID TO INCLUDE COST ASSOCIATED WITH ESTABLISHING AND MAINTAINING PROJECT EASEMENT OR RIGHT-OF-WAY LIMITS, VERTICAL CONTROL, AND HORIZONTAL CONTROL INCLUDING REFERENCE POINTS AND GPS AS-BUILT INFORMATION. SEE GENERAL NOTE 14 ON AC02 FOR ADDITIONAL INFORMATION. 6) THE COST OF ALL LABOR AND MATERIALS REQUIRED TO ADEQUATELY CONTROL TRAFFIC THE COST OF ALL LABOR AND MATERIALS REQUIRED TO ADEQUATELY CONTROL TRAFFIC DURING CONSTRUCTION SHALL BE INCLUDED IN THE BID PRICE FOR THIS ITEM. ALL TRAFFIC CONTROL DEVICES USED AND THEIR PLACEMENT SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. SEE GENERAL NOTE 20 ON AC02 FOR ADDITIONAL INFORMATION. 7) USE TYPE A AGGREGATE TO BACKFILL EXCAVATION UNDER STREETS, DRIVES, AND CURB. USE TYPE A AGGREGATE TO BACKFILL EXCAVATION UNDER STREETS, DRIVES, AND CURB. COST OF BACKFILL TO BE INCLUDED IN BID PRICE FOR REMOVAL AND REPLACEMENT ITEMS. 8) THE QUANTITY OF TYPE A AGGREGATE BACKFILL IN TRENCH UNDER PAVEMENT AND THE QUANTITY OF TYPE A AGGREGATE BACKFILL IN TRENCH UNDER PAVEMENT AND AROUND MANHOLES IS INCLUDED IN PAVEMENT CUT AND REPAIR AND NOT A SEPARATE PAY ITEM. 9) THE COST OF SAW CUTTING PAVEMENT SHALL BE INCLUDED IN PAVEMENT CUT AND THE COST OF SAW CUTTING PAVEMENT SHALL BE INCLUDED IN PAVEMENT CUT AND PERMANENT REPAIR. 10) COST OF WATERING TO BE INCLUDED IN THE BID PRICE FOR SODDING. CONTRACTOR TO COST OF WATERING TO BE INCLUDED IN THE BID PRICE FOR SODDING. CONTRACTOR TO SUPPLY ADEQUATE WATERING TO PROMOTE GRASS GROWTH AND IN A MANNER APPROVED BY THE ENGINEER. 11) CONTRACTOR RESPONSIBLE FOR SODDING ALL DISTURBED GRASSY AREAS. SEE ALSO CONTRACTOR RESPONSIBLE FOR SODDING ALL DISTURBED GRASSY AREAS. SEE ALSO NOTES PERTAINING TO SPECIAL GOLF COURSE SOD MATERIALS. 12) ALL INSIDE SURFACES OF PRE-CAST CONCRETE MANHOLES MUST BE SHOP COATED NOT ALL INSIDE SURFACES OF PRE-CAST CONCRETE MANHOLES MUST BE SHOP COATED NOT LESS THAN 8 MILS ACCORDING TO PAY ITEM SECTION 616. NON-VENTED MANHOLES MUST BE SHOP COATED NOT LESS THAN 100 MILS. 13) ABANDONED SEWER SHALL BE FILLED WITH FLOWABLE FILL. ABANDONED SEWER SHALL BE FILLED WITH FLOWABLE FILL. 14) MANHOLE LIDS ARE TO BE PER DETAIL 13, SHEET 616.D OR NON-VENTED PER DETAIL 14, MANHOLE LIDS ARE TO BE PER DETAIL 13, SHEET 616.D OR NON-VENTED PER DETAIL 14, SHEET 616.E.

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%%UPAY ITEM NOTES

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NO.

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ITEM

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UNIT

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DESCRIPTION

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TOTAL

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QUANTITY

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ESTIMATED QUANTITIES

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SPEC. NO.

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PAY ITEM

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NOTE

AutoCAD SHX Text A) THE COST OF ANY TEMPORARY FENCING AND THE REMOVAL AND REPLACEMENT OF ALL THE COST OF ANY TEMPORARY FENCING AND THE REMOVAL AND REPLACEMENT OF ALL FENCES, RETAINING WALLS, MISCELLANEOUS FOOTINGS, CONCRETE AND BRING PLANTERS, SHEDS, CONCRETE PADS, PORTABLE BUILDINGS, AND OTHER MISCELLANEOUS ITEMS SHALL BE CONSIDERED INCIDENTAL. FENCES AND OTHER ITEMS REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN AS GOOD OR BETTER CONDITION. B) EARTHWORK REQUIRED TO REPLACE AND FILL AROUND MANHOLES, ANY REQUIRED EARTHWORK REQUIRED TO REPLACE AND FILL AROUND MANHOLES, ANY REQUIRED BORROW TO FILL AROUND MANHOLES, AND RE-CONNECTING EXISTING PIPE TO A REPLACED OR REHABILITATED MANHOLE SHALL BE CONSIDERED INCIDENTAL. C) THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ANY OPEN EXCAVATION IS PROPERLY THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ANY OPEN EXCAVATION IS PROPERLY DEWATERED. THE COST FOR DEWATERING SHALL BE CONSIDERED INCIDENTAL. D) EXISTING SEWER PIPE REMOVAL IN THE OPEN TRENCH FOR THE INSTALLATION OF THE NEW EXISTING SEWER PIPE REMOVAL IN THE OPEN TRENCH FOR THE INSTALLATION OF THE NEW SEWER SHALL BE CONSIDERED INCIDENTAL. E) CURB AND GUTTER REPAIRS SHALL BE CONSIDERED INCIDENTAL IN THE PROCESS OF CURB AND GUTTER REPAIRS SHALL BE CONSIDERED INCIDENTAL IN THE PROCESS OF PAVEMENT CUT AND PERMANENT REPLACEMENT. F) ALL COSTS NOT ASSOCIATED WITH A PAY ITEM SHALL BE CONSIDERED INCIDENTAL AND ALL COSTS NOT ASSOCIATED WITH A PAY ITEM SHALL BE CONSIDERED INCIDENTAL AND COVERED IN OTHER PAY ITEMS. G) SEE DRAWING NOTES PERTAINING TO INDIVIDUAL LIFT STATIONS. SEE DRAWING NOTES PERTAINING TO INDIVIDUAL LIFT STATIONS. H) TREE ROOT PROTECTION MEASURES ARE CONSIDERED INCIDENTAL TO TRENCH EXCAVATION TREE ROOT PROTECTION MEASURES ARE CONSIDERED INCIDENTAL TO TRENCH EXCAVATION CONSTRUCTION ACTIVITIES. SEE DETAIL A3 ON SHEET C500. C500. . I) SANITARY SEWER CLEANOUTS, WYE CONNECTIONS, AND TAPS ARE CONSIDERED INCIDENTAL SANITARY SEWER CLEANOUTS, WYE CONNECTIONS, AND TAPS ARE CONSIDERED INCIDENTAL WITH SANITARY SEWER SERVICE CONNECTIONS. J) FENCING ASSOCIATED WITH TREE ROOT PROTECTION SHALL BE INCLUDED IN ESTIMATED FENCING ASSOCIATED WITH TREE ROOT PROTECTION SHALL BE INCLUDED IN ESTIMATED QUANTITY ITEM NO. 2, SEDIMENT AND EROSION CONTROL.

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%%UINCIDENTAL NOTES

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SANITARY SEWER MANHOLE (EXISTING)

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SANITARY SEWER CLEANOUT (EXISTING)

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SIGN/TRAFFIC/UTILITY

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SANITARY SEWER UNDERGROUND (EXISTING)

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SANITARY SEWER UNDERGROUND (EXISTING - ASSUMED LOCATION)

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WATERLINE UNDERGROUND

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POWER ELECTRIC OVERHEAD

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FENCE

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POWER ELECTRIC UNDERGROUND

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COMMUNICATIONS LINE UNDERGROUND

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GAS UNDERGROUND

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TREES

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SANITARY SEWER MANHOLE (PROPOSED)

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SANITARY SEWER 2-WAY CLEANOUT (PROPOSED)

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LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE

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FIRE HYDRANT

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WATER VALVE

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WATER METER

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WATER MANHOLE

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IRRIGATION CONTROL VALVE

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ELECTRIC BOX

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ELECTRIC METER

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POWER POLE

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PULLBOX

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COMMUNICATIONS MANHOLE

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BOLLARD

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BUILDING

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UNDERGROUND UTILITY (UNKNOWN)

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SANITARY SEWER UNDERGROUND (EXISTING)

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SANITARY SEWER UNDERGROUND (PROPOSED)

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%%UGENERAL CONSTRUCTION NOTES

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1) UNLESS SPECIFIED OTHERWISE, ALL CONSTRUCTION AND MATERIALS SHALL BE IN UNLESS SPECIFIED OTHERWISE, ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE CITY OF OKLAHOMA CITY STANDARD SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS AND SHALL BE UNDER THE SUPERVISION OF THE CITY ENGINEER OF OKLAHOMA CITY OR HIS REPRESENTATIVE. 2) CONSTRUCTION STANDARDS SHALL BE IN ACCORDANCE WITH CITY OF OKLAHOMA CITY CONSTRUCTION STANDARDS SHALL BE IN ACCORDANCE WITH CITY OF OKLAHOMA CITY STANDARDS AND DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS AND TINKER AIR FORCE BASE. 3) THE BIDDER SHALL EXAMINE CAREFULLY THE SITE OF THE PROPOSED WORK TO BE THE BIDDER SHALL EXAMINE CAREFULLY THE SITE OF THE PROPOSED WORK TO BE SATISFIED AS TO THE CHARACTER AND QUANTITY OF WORK TO BE PERFORMED. 4) THE CONTRACTOR SHALL TAKE ACTIONS TO BE SATISFIED AS TO THE ACCURACY OF ALL THE CONTRACTOR SHALL TAKE ACTIONS TO BE SATISFIED AS TO THE ACCURACY OF ALL MEASUREMENTS PRIOR TO CONSTRUCTION. 5) ALL WORK AND/OR MATERIALS THAT DO NOT HAVE A PAY ITEM WILL BE CONSIDERED ALL WORK AND/OR MATERIALS THAT DO NOT HAVE A PAY ITEM WILL BE CONSIDERED INCIDENTAL WITH THE COST INCLUDED IN OTHER ITEMS. NO ADDITIONAL COMPENSATION WILL BE PROVIDED. ANY REFERENCE TO PAY ITEMS, BID ITEMS, BASIS OF PAYMENT AND PAYMENT METHODS IN STANDARD DRAWINGS DO NOT APPLY. 6) THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OUTLINED IN THE THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OUTLINED IN THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY (ODEQ) GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES (OKR10). IN BRIEF, THE CONTRACTOR IS REQUIRED TO SUBMIT TINKER AFB’S NOTICE OF INTENT (NOI) FORM TO S NOTICE OF INTENT (NOI) FORM TO THE TAFB STORM WATER PROGRAM MANAGEMENT OFFICE REQUESTING FOR THE AUTHORIZATION TO DISCHARGE POLLUTANTS FOR THE CONSTRUCTION ACTIVITY. THE DEVELOPMENT AND IMPLEMENTATION OF A STORM WATER POLLUTION PREVENTION PLAN IS REQUIRED AND MUST BE SUBMITTED WITH THE NOI. THIS PLAN SHALL PROVIDE FOR THE CONTROL OF STORM WATER RUNOFF FROM CONSTRUCTION ACTIVITIES TO REDUCE STORM WATER CONTAMINATION. THE NOI AND SWPPP MUST BE SUBMITTED AND AUTHORIZED PRIOR TO DISCHARGING ANY POLLUTANTS. THE TAFB ENVIRONMENTAL OFFICE CAN BE CONTACTED AT (405) 734-1228 TO OBTAIN FURTHER INFORMATION. 7) FOR PROJECTS DISTURBING OVER AN ACRE OF LAND, THE CONTRACTOR IS REQUIRED TO FOR PROJECTS DISTURBING OVER AN ACRE OF LAND, THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE ODEQ DEQ FORM 605-002A, NOTICE OF INTENT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY ON SITES OF ONE ACRE OR MORE ACRES. THE CONTRACTOR MUST PROVIDE A COPY OF THE CERTIFICATION AUTHORIZING THE DISCHARGE FROM THE ODEQ TO THE TAFB STORM WATER PROGRAM MANAGEMENT OFFICE BEFORE ANY CONSIDERATION WILL BE GIVEN FOR AUTHORIZATION FOR THE TAFB NOI. 8) THE COST OF DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN, OBTAINING A THE COST OF DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN, OBTAINING A STORM WATER DISCHARGE PERMIT AND ANY OTHER STATE OR FEDERAL LAND OR WATER DISTURBING PERMITS SHALL BE INCLUDED IN THE BID ITEM EROSION AND SEDIMENT CONTROL. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ALL EROSION CONTROL MEASURES REQUIRED TO OBTAIN THE PERMITS. 9) CONTRACTOR SHALL CONSTRUCT SILT FENCES, SILT DIKES, OR OTHER PHYSICAL BARRIERS CONTRACTOR SHALL CONSTRUCT SILT FENCES, SILT DIKES, OR OTHER PHYSICAL BARRIERS AS NECESSARY AROUND DISTURBED AREAS TO CONTROL EROSION, OFF-SITE SILTATION, AND COMPLY WITH APPLICABLE ENVIRONMENTAL LAWS AND REGULATIONS. 10) IF AN EROSION CONTROL PLAN IS REQUIRED BY THE PERMITTING PROCESS, THE IF AN EROSION CONTROL PLAN IS REQUIRED BY THE PERMITTING PROCESS, THE CONTRACTOR SHALL PREPARE A PLAN AND A COPY OF THE EROSION CONTROL PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE INSPECTOR UPON REQUEST. 11) CONTRACTOR IS TO KEEP STREETS CLEAN OF ALL CONSTRUCTION RELATED MATERIAL AT CONTRACTOR IS TO KEEP STREETS CLEAN OF ALL CONSTRUCTION RELATED MATERIAL AT ALL TIMES. CLEAN UP STREETS SHALL BE DONE AS NEEDED TO MAINTAIN CLEAN STREETS. 12) THE CONTRACTOR MAY REQUEST SUBSTITUTION OF ALTERNATE METHODS OF CONSTRUCTION THE CONTRACTOR MAY REQUEST SUBSTITUTION OF ALTERNATE METHODS OF CONSTRUCTION FROM THAT CALLED FOR, SUBJECT TO APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL THEN BE PAID THE LESSER OF THE SUM OF THE ASSOCIATED BID ITEMS FOR THE RESPECTIVE METHODS. 13) COORDINATES SPECIFIED FOR STRUCTURES ARE APPROXIMATE AND SHALL BE VERIFIED BY COORDINATES SPECIFIED FOR STRUCTURES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OF THE STRUCTURES. 14) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE COMPLETION OF CONSTRUCTION, FOR EVERY 100 FEET ALONG THE ALIGNMENT OF THE PROJECT. LOCATION OF MANHOLES, RIM ELEVATIONS, INVERTS, CASINGS, VALVES, METERS, PUMPS, AND SIMILAR APPURTENANCES SHALL BE LOCATED. AN AUTOCAD DRAWING AND COORDINATE DATA SHEET INCLUDING POINT DESCRIPTIONS, FLOW LINES AND COORDINATES DATA SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL THIS TASK MUST BE PERFORMED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. ALL DRAWINGS MUST BE SIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. DATA SUBMITTED SHALL BE TIED TO THE OKLAHOMA STATE PLANE COORDINATE SYSTEM. 15) SERVICE CONNECTIONS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED BY THE SERVICE CONNECTIONS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED BY THE CONTRACTOR BASED ON LOCATION OF EXISTING SERVICE LINES. SERVICE CONNECTIONS MUST BE MEASURED TO DETERMINE THE FOOTAGE FROM THE NEAREST DOWNSTREAM MANHOLE OR GPS COORDINATES (IF PROVIDED). THESE MEASUREMENTS OR GPS DATA SHALL BE PROVIDED TO THE INSPECTOR FOR AS-BUILT INFORMATION. SERVICE LINE CONNECTIONS WILL ALSO NEED TO BE INCLUDED ON THE AS-BUILT PLANS. 16) CONTRACTOR IS RESPONSIBLE FOR NECESSARY SHEETING AND SHORING TO KEEP THE CONTRACTOR IS RESPONSIBLE FOR NECESSARY SHEETING AND SHORING TO KEEP THE TRENCH SIDE VERTICAL WHERE THE EXCAVATION SLOPE WOULD DAMAGE IMPROVEMENTS AND AS REQUIRED BY OSHA. THE CONTRACTOR SHALL EXERCISE ALL PRECAUTIONS AND TAKE NECESSARY STEPS TO PROTECT EXISTING STRUCTURES, IMPROVEMENTS, SIDEWALKS, PAVEMENT, FENCES, LANDSCAPING, ETC. ANY DAMAGE TO EXISTING ITEMS TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. COST OF SHEET PILING OR TRENCH BRACING TO BE INCLUDED IN OTHER ITEMS OF WORK. 17) THE CONTRACTOR SHALL KEEP ANY OPEN TRENCH DRAINED. COST TO BE INCLUDED IN THE CONTRACTOR SHALL KEEP ANY OPEN TRENCH DRAINED. COST TO BE INCLUDED IN OTHER ITEMS OF WORK. 18) CONTRACTOR SHALL PROVIDE ACCESS TO ALL PROPERTY AT ALL TIMES. CONTRACTOR SHALL PROVIDE ACCESS TO ALL PROPERTY AT ALL TIMES. 19) CONTRACTORS SHALL BE REQUIRED TO OBTAIN AN APPROVED DIG PERMIT PRIOR TO CONTRACTORS SHALL BE REQUIRED TO OBTAIN AN APPROVED DIG PERMIT PRIOR TO COMMENCING CONSTRUCTION. THIS PERMIT MAY REQUIRE UP TO 21 DAYS TO PROCESS AND THE CONTRACTOR SHOULD PLAN ACCORDINGLY. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR FIVE (5) BUSINESS DAYS PRIOR TO COMMENCING WORK ON A PROJECT SITE. AFTER A WORK DELAY EXCEEDING TWENTY-FOUR HOURS, THE CONSTRUCTION INSPECTOR SHALL BE NOTIFIED ONE (1) BUSINESS DAY PRIOR TO RESUMING WORK ON A PROJECT SITE. FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN REMOVAL OF WORK COMPLETED PRIOR TO MAKING THE PROPER NOTIFICATIONS, IN ORDER TO PERFORM REQUIRED INSPECTIONS, AT NO ADDITIONAL COST TO THE CITY. 20) CLOSURES OF PAVED AREAS (E.G. ROADS, LANES, PARKING) OR FACILITIES OR PORTIONS CLOSURES OF PAVED AREAS (E.G. ROADS, LANES, PARKING) OR FACILITIES OR PORTIONS OF FACILITIES (E.G. DOORWAYS, AISLES, RESTROOMS) FREQUENTLY AFFECT MORE THAN ONE FACILITY OR ORGANIZATION AND REQUIRE EXTENSIVE COORDINATION. FOR THIS REASON, THE CONTRACTOR SHALL SUBMIT ALL REQUESTS FOR CLOSURES, IN WRITING, TO THE TAFB A MINIMUM OF 45 DAYS IN ADVANCE OF THE PROPOSED CLOSURE. 21) THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS THAT THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL PAVEMENT MARKINGS THAT WILL BE IN CONFLICT WITH THE PROPOSED WORK. 22) THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO FACILITIES DURING THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO FACILITIES DURING REGULAR BUSINESS HOURS FOR EACH ESTABLISHMENT. 23) TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE ACCOMPLISHED 1/2 WIDTH AT A TIME WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY CLOSED UNLESS APPROVED BY TAFB. 24) ANY DAMAGE TO A FINISHED OR EXISTING SURFACE TO REMAIN, RESULTING FROM ANY DAMAGE TO A FINISHED OR EXISTING SURFACE TO REMAIN, RESULTING FROM CONSTRUCTION ZONE PAVEMENT MARKERS OR TUBE CHANNELIZERS AND THE ADHESIVE USED IN THEIR INSTALLATION, SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE AND TO THE SATISFACTION OF THE ENGINEER. 25) ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS, AND SIDEWALKS DISTURBED BY THIS ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS, AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4000 P.S.I. MIN. 26) THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS GOOD OR BETTER THAN EXISTING CONDITIONS. 27) THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL EROSION CONTROL REQUIRED UNTIL THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL EROSION CONTROL REQUIRED UNTIL THE AREA IS ACCEPTED BY THE CONTRACTING OFFICER AS BEING RETURNED TO ITS ORIGINAL CONDITION. WHEN A TEMPORARY GROUND COVER IS NEEDED UNTIL WARM-SEASON GRASSES CAN BE ESTABLISHED, THE GROUND SHALL BE COVERED WITH AN APPROPRIATELY ANCHORED BIODEGRADABLE MATERIAL SUCH AS STRAW/NATIVE HAY MULCH, EROSION CONTROL BLANKETS, HYDROMULCH, OR SIMILAR MATERIAL. COOL-SEASON GRASSES AND CEREAL GRAINS, SUCH AS RYEGRASS AND WHEAT ARE NOT PERMITTED WITHOUT ADVANCE APPROVAL FROM THE BASE NATURAL RESOURCES FUNCTION AND CONTRACTING OFFICER. HOWEVER, PERMANENT NATIVE WARM-SEASON GRASSES SHALL BE ESTABLISHED PRIOR TO CONTRACT COMPLETION. ALL GRASSES MUST BE NATIVE AND COMPLY WITH THE TAFB INTEGRATED NATURAL RESOURCES MANAGEMENT PLAN, UNLESS WAIVED BY THE TAFB CONTRACTING OFFICER. 28) REMOVED MATERIAL TO BECOME PROPERTY OF CONTRACTOR AND IT SHALL BE DISPOSED REMOVED MATERIAL TO BECOME PROPERTY OF CONTRACTOR AND IT SHALL BE DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER. 29) ALL PAVEMENT REMOVALS TO BE ON NEAT SAWED LINES. ALL PAVEMENT REMOVALS TO BE ON NEAT SAWED LINES. 30) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, WHETHER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, WHETHER PRIVATE OR PUBLIC PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO THE EXISTING UNDERGROUND FACILITIES AT OR ADJACENT TO THE SITE IS APPROXIMATED. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL INFORMATION OR DATA; FOR LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE TO THERETO RESULTING FROM THE WORK, THE COST OF ALL WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN OTHER ITEMS OF WORK. THE CONTRACTOR SHALL ASSUME THAT ADDITIONAL UNDERGROUND LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. BEFORE EXCAVATION CALL "OKIE" PIPE LINE LOCATORS AT (405) 840-5032 OR (800) 522-6543. EXISTING UTILITIES CONFLICTING WITH PROPOSED IMPROVEMENTS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES PRIOR TO COMMENCING WORK. LIKEWISE, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK AND THAT OF THE INVOLVED UTILITIES IN THE PROJECT AREA. THE CONTRACTOR SHALL ANCHOR POWER POLES IF NECESSARY DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR NECESSARY SHIELDING REQUIRED FOR OVERHEAD POWER LINES THAT MAY CROSS THE WORK AREA. COORDINATION OF THE POWER POLE'S ANCHOR AND SHIELDING REQUIREMENTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. 31) ANY DAMAGE TO EXISTING UTILITIES OR IRRIGATION SYSTEMS SHALL BE REPAIRED BY THE ANY DAMAGE TO EXISTING UTILITIES OR IRRIGATION SYSTEMS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 32) THERE ARE SEVERAL LOCATIONS WHERE THE CONTRACTOR WILL HAVE TO PLACE THE THERE ARE SEVERAL LOCATIONS WHERE THE CONTRACTOR WILL HAVE TO PLACE THE SEWER NEXT TO AND UNDER EXISTING UTILITIES SUCH AS WATER SERVICE LINES, NATURAL GAS LINES, AND IRRIGATION SYSTEMS. THE COST OF HAND DIGGING AROUND THESE UTILITIES OR TREES AND PLACING THE SEWER SHALL BE INCLUDED IN THE PRICE BID OF OTHER ITEMS. 33) CONTRACTOR SHALL LOCATE THE DEPTH OF ALL UTILITIES WITHIN 10 FEET OF A UTILITY CONTRACTOR SHALL LOCATE THE DEPTH OF ALL UTILITIES WITHIN 10 FEET OF A UTILITY AND SANITARY SEWER CROSSING BEFORE THE EXCAVATION OF THE SANITARY SEWER TRENCH IS STARTED. THE CONTRACTOR SHALL DOCUMENT THE LOCATION AND DEPTH OF UTILITY CROSSINGS AND VERIFY THAT A 2 FOOT MINIMUM VERTICAL CLEARANCE IS AVAILABLE BETWEEN ANY WATER LINE. IF TWO FOOT OF VERTICAL CLEARANCE IS NOT AVAILABLE, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE STARTING INSTALLATION. 34) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE REMOVAL & DISPOSAL OF TRANSITE PIPE, IF ANY. 35) IF THE TELEVISION INSPECTION REVEALS A SAG IN THE SEWER LINE LARGER THAN IF THE TELEVISION INSPECTION REVEALS A SAG IN THE SEWER LINE LARGER THAN ONE-HALF THE DIAMETER OF THE PIPE, THEN POINT REPAIR THAT SECTION OF PIPE TO PROVIDE A UNIFORM GRADE. 36) WHEN INSTALLING SANITARY SEWER PIPE THROUGH A CASING, END SEALS SHALL BE USED WHEN INSTALLING SANITARY SEWER PIPE THROUGH A CASING, END SEALS SHALL BE USED AND SOIL TIGHT PLUGS SHALL BE PROVIDED AT NO COST, UNLESS NOTED ON THE PLANS SOIL TIGHT PLUGS SHALL BE PROVIDED AT NO COST, UNLESS NOTED ON THE PLANS AND PAY ITEMS. THE PLUGS SHALL BE CONSTRUCTED SO THAT NO SOIL INFILTRATION ITEMS. THE PLUGS SHALL BE CONSTRUCTED SO THAT NO SOIL INFILTRATION CAN OCCUR. PROPOSED PLUGGING PROCEDURE SHALL BE APPROVED BY THE ENGINEER OR INSPECTOR PRIOR TO INSTALLATION. 37) CONTRACTOR SHALL BACKFILL ALL EXCAVATION PITS AND/OR TRENCHES BEFORE LEAVING CONTRACTOR SHALL BACKFILL ALL EXCAVATION PITS AND/OR TRENCHES BEFORE LEAVING JOB SITE AND SHALL PLACE SAFETY FENCES AROUND EXCAVATION AREAS AS NEEDED DURING CONSTRUCTION TO PROTECT ALL PERSONNEL IN THE AREA. 38) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING ALL SANITARY SEWER FLOW THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING ALL SANITARY SEWER FLOW AND SEWER LINE SERVICES AND WATER LINE SERVICES DURING CONSTRUCTION IN A MANNER APPROVED BY THE CITY OF OKLAHOMA CITY, AND ALL COSTS SHALL BE INCIDENTAL. COST OF ANY TEMPORARY PIPE, PUMPING, CONNECTIONS, OR COVERING/PLUGGING OF PIPE FOR BYPASSING EXISTING SEWER FLOW FROM CONSTRUCTION AREAS AS NEEDED FOR CONSTRUCTION PHASING TO BE INCLUDED IN PRICE BID. 39) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR OF ALL EXISTING ADA IMPROVEMENTS DAMAGED OR DISTURBED DURING CONSTRUCTION. 40) FUSION BONDED SADDLES ARE REQUIRED ON ALL SERVICES ON NEW HDPE/PVC PIPE FUSION BONDED SADDLES ARE REQUIRED ON ALL SERVICES ON NEW HDPE/PVC PIPE USED FOR TRENCHLESS CONSTRUCTION. WYE FITTINGS CONNECTIONS ARE REQUIRED ON ALL OPEN CUT SERVICES. 41) ALL MANHOLES THAT ARE TO BE REPLACED IN PAVED AREAS SHALL HAVE NON-VENTED ALL MANHOLES THAT ARE TO BE REPLACED IN PAVED AREAS SHALL HAVE NON-VENTED LIDS WITH RAINGUARD INFLOW PROTECTORS. ALL COSTS TO BE INCLUDED IN PRICE BID FOR SANITARY SEWER MANHOLES. 42) ANY MANHOLES THAT ARE REPLACED ARE TO BE BUILT TO AN ELEVATION NOT LESS THAN ANY MANHOLES THAT ARE REPLACED ARE TO BE BUILT TO AN ELEVATION NOT LESS THAN THAT OF THE EXISTING GROUND SURFACE, OR AS SHOWN ON THE DRAWINGS. MANHOLES TO BE FLUSH WITH PAVEMENT IN PAVED AREAS. 43) CONTRACTOR SHALL CLEAN OUT ANY MANHOLE INVERT BEFORE INSPECTOR OR ENGINEER CONTRACTOR SHALL CLEAN OUT ANY MANHOLE INVERT BEFORE INSPECTOR OR ENGINEER APPROVES INVERT AND BENCH RECONSTRUCTION. ALL COSTS OF CLEANING BENCH AND INVERT TO BE INCLUDED IN OTHER ITEMS OF WORK. 44) COMPACTION OF TRENCH BACKFILL SHALL BE 95% STANDARD PROCTOR DENSITY. COMPACTION OF TRENCH BACKFILL SHALL BE 95% STANDARD PROCTOR DENSITY. 45) THE CONTRACTOR SHALL INSTALL ALL SANITARY SEWERS AND SEWER APPURTENANCES IN THE CONTRACTOR SHALL INSTALL ALL SANITARY SEWERS AND SEWER APPURTENANCES IN ACCORDANCE WITH SECTION 600 OF THE OKC STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF PUBLIC IMPROVEMENTS. 46) PROPOSED CLEANOUTS SHALL BE BI-DIRECTIONAL AND INSTALLED WITHIN 10 FEET PROPOSED CLEANOUTS SHALL BE BI-DIRECTIONAL AND INSTALLED WITHIN 10 FEET MAXIMUM OF THE BUILDING FOUNDATION.

AutoCAD SHX Text

%%UGENERAL CONSTRUCTION NOTES CONTINUED...

T C0

SHEET C006

SHEET C007

TINKER AFB

ARNOLD ST

O T

VANDENBERG ST

ITCHELL AVE

RAWLINGS AVE

RESERVE RD

O T

ITC

ELL AVE

TWINING DR

COOK AVE

M cN

TINKER GOLF COURSE

70037016 7005 1014

70387041

7028C

C R

H O

C R

NEW MH

ROUTE A - NEW 8"

PVC SEWER

ESTIMATED EXISTING SERVICE

CONNECTIONS TO REMAIN IN

PLACE

NEW MH B1

ROUTE B - NEW 8"

PVC SEWER

NEW MH B3

NEW MH B5

LIFT STATION #7038

TO BE ABANDONED

NEW MH C1

NEW CO

LIFT STATION #7043

TO BE ABANDONED

ABANDONED EX SERVICE

CONNECTION

ROUTE C - NEW

8" PVC SEWER

CONNECT TO

EX SMHP-772

LOCATION OF

SITE 2 ROUTE B

RESERVE ROAD

LOCATION OF

SITE 3 ROUTE C

LIFT STATION #7007

TO BE ABANDONED

CP 190

LIFT STATION #6642

TO BE ABANDONED

NEW MH B4

NEW MH C2

EXISTING SOUTH SANITARY

CREEK CROSSING

ABANDONED EXISTING

PIPE FROM EX

SMHP-836 TO EXISTING

SERVICE CONNECTION

EXISTING AERIAL SEWER LINE

CREEK CROSSING TO BE REMOVED

FROM SMPH-833 TO SMPH-836

(SEE DETAIL A5, SHEET C500)

LOCATION OF

SITE 1 ROUTE A

SHEET C002

NEW CO

NEW MH B2

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400'0 200'

NORTH

SCALE: 1" = 200'

LOCATION MAP1

S O

N M

PROPOSED

EXISTING

TO BE REMOVED/ABANDONED

LEGEND

SURVEY CONTROL

AutoCAD SHX Text S

AutoCAD SHX Text P:\140_CivInf\1400390 COC Tinker AFB Lft Stn TS0007\21DesignWorking\CIVL\05AutoCAD\2Sheets\1400390-LOCATION PLAN.dwg

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3/7/2025 1:24 PM

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POINT#

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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HORIZONTAL DATUM: STATE PLANE, NAD83, OKLAHOMA NORTH

AutoCAD SHX Text

VERTICAL DATUM: NAVD88

AutoCAD SHX Text

OFF SITE HORIZONTAL AND VERTICAL CONTROL

AutoCAD SHX Text 157287.72

AutoCAD SHX Text 2149147.83

AutoCAD SHX Text 1245.21

AutoCAD SHX Text

#4 BAR W/ "LEMKE" CAP

AutoCAD SHX Text

CP 188

AutoCAD SHX Text 156550.02

AutoCAD SHX Text 2142993.82

AutoCAD SHX Text 1211.98

AutoCAD SHX Text

#4 BAR W/ "LEMKE" CAP

CP 190

(UIP)

(TBA)

(UIP)

(TBR)

(TBA)

(UIP)

(TBA)

(UIP)

(TBA)

ARNOLD STREET

(UIP)

REMOVE APPROXIMATELY 100' OF

EXISTING AERIAL SANITARY CREEK

CROSSING AND CONCRETE SUPPORT

PEDESTALS (SEE DETAIL A5, SHEET C500)

C H

(TBA)

40' 80'0

NORTH

SCALE: 1" = 40'

DEMOLITION PLAN - SITE 1 ROUTE A1

ABBREVIATIONS

TBA = TO BE ABANDONED IN-PLACE

TBR = TO BE REMOVED

UIP = USE IN PLACE

VCP = VITRIFIED CLAY PIPE

PHOTO 3 - EXISTING SANITARY CREEK

CROSSING SOUTH OF ARNOLD STREET BRIDGE

PHOTO 4 - EXISTING SANITARY CREEK

CROSSING SOUTH OF ARNOLD STREET BRIDGE

SOUTH SANITARY CREEK CROSSING NOTE:

CONTRACTOR SHALL PROVIDE A GENERAL CLEAN-UP OF THE STREAM BED FROM THE

CENTERLINE OF THE SEWER NORTH TO THE CENTER LINE OF THE ARNOLD STREET

BRIDGE AND SOUTH FOR THE SAME DISTANCE. THE CLEAN-UP SHALL INCLUDE THE

REMOVAL OF TRASH, GARBAGE, AND SCRAP MATERIALS FROM THE STREAM BANK OF

CRUTCHO CREEK. LIVE TREES AND BRUSH SHALL REMAIN IN-PLACE WHILST LOOSE

LIMBS AND LOOSE BRUSH ARE TO BE REMOVED. CLEAN-UP PROCEDURES AND

METHODS MUST BE SUBMITTED AS A SHOP DRAWING AND APPROVED BY THE

ENGINEER AND TAFB NATURAL RESOURCE (405 836-2941).

PHOTO 1 - EXISTING SANITARY CREEK

CROSSING NORTH OF ARNOLD STREET BRIDGE

PHOTO 2 - EXISTING SANITARY CREEK

CROSSING NORTH OF ARNOLD STREET BRIDGE

NORTH SANITARY CREEK CROSSING NOTE:

THE STREAM BED NORTH OF THE BRIDGE SHALL BE CLEANED AFTER

REMOVAL OF THE ELEVATED SEWER LINE FOR A DISTANCE OF 50-FEET

NORTH OF THE CENTERLINE OF THE ARNOLD STREET BRIDGE.

REMOVAL AND CLEARING IN CREEK PROCEDURES AND METHODS

MUST BE SUBMITTED AS A SHOP DRAWING AND APPROVED BY THE

ENGINEER AND TAFB NATURAL RESOURCE (405 736-2941).

E D

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R K

C H

D B

AutoCAD SHX Text COULD NOT VERIFY EXACT LOCATION OF CONNECTION TO SANITARY SYSTEM, APPROXIMATE AND ASSUMED LOCATION SHOWN WITH SS|A| LINETYPE

AutoCAD SHX Text

ASPHALT CART PATH

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CLEANOUT COULD NOT OPEN

AutoCAD SHX Text

CLEANOUT LID:1217.76 FL:1216.78

AutoCAD SHX Text

CLEANOUT LID:1218.21 FL:1215.12

AutoCAD SHX Text SMHP-833 RIM:1201.67 SE 8" VCP FL:1191.36 FL:1191.36 1191.36 NE 8" VCP FL:1191.54FL:1191.541191.54

AutoCAD SHX Text SMHP-836 RIM:1204.21 SW 8" VCP FL:1194.23 FL:1194.23 1194.23 NE 6" VCP FL:1194.30FL:1194.301194.30

AutoCAD SHX Text SMHP-781 RIM:1201.68 N 36" PVC FL:1187.53 FL:1187.53 1187.53 SW 36" PVC FL:1187.68 FL:1187.68 1187.68 SE 24" PVC FL:1189.75FL:1189.751189.75

AutoCAD SHX Text

SMHP-772 RIM:1210.63 WNW 24" PVC FL:1193.80 SW 24" PVC FL:1193.80

AutoCAD SHX Text

SPUP-107 RIM:1209.21

AutoCAD SHX Text SMHP-1170 RIM:1212.43 SW 6" VCP FL:1208.91 FL:1208.91 1208.91 NE 6" VCP FL:1208.94 FL:1208.94 1208.94 NNE 8" VCP FL:1212.43FL:1212.431212.43

AutoCAD SHX Text

GAS PIPELINE MARKERS

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5/15/2025 3:24 PM

RESERVE RD

7028C

(UIP)

(TBA)

(UIP)

(TBA)

(UIP)

(UIP)(UIP)

(UIP)

) (UIP)

IP)

(UIP)

NOTE: THE EXISTING SANITARY SEWER

SHOWN IS FROM THE DATA COLLECTED IN

THE PRELIMINARY SURVEY. THE GIS UTILITY

INFORMATION IS NOT SHOWN FOR CLARITY.

EXISTING LIFT STATION #7043

TO BE ABANDONED

ABANDONMENT OF LIFT STATIONS WILL CONSIST OF

A) REMOVING THE PUMP BASIN AND ALL PUMPS, MOTORS, COUPLINGS, VALVES, CONTROL

PANELS, INSTRUMENTATION, ELECTRICAL SERVICE, AND ALL APPURTENANCES ABOVE

FINISHED GRADE; AND

B) CUTTING DOWN UNNEEDED FACILITIES TO FOUR FEET BELOW GRADING, FILLING WITH

CEMENT STABILIZED SAND, AND COVERING WITH HARD PAVEMENT TO MATCH EXISTING

GRADE. WHERE LIFT STATIONS ARE LOCATED IN SIDEWALKS, THE EXCAVATION WILL BE

FILLED WITH TYPE A AGGREGATE AND THE SIDEWALK REPAIRED WITH CONCRETE IN

LIKE NEW OR BETTER CONDITION. ELECTRICAL AND CONTROL WIRING WILL BE

REMOVED BACK TO SOURCE AND CONDUIT WILL BE CUT UNDERGROUND AND

ABANDONED IN-PLACE. ANY EXISTING ASSOCIATED FORCE MAIN THAT WILL NO LONGER

BE UTILIZED WILL BE PROPERLY BULKHEAD CAPPED AND ABANDONED.

RESERVE RD

O T

40' 80'0

NORTH

SCALE: 1" = 40'

DEMOLITION PLAN - SITE 3 ROUTE C1

ABBREVIATIONS

TBA = TO BE ABANDONED

TBR = TO BE REMOVED

UIP = USE IN PLACE

VCP = VITRIFIED CLAY PIPE

E D

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W N

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F O

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S-

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-0

T N

-2

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P M

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R K

C H

D B

AutoCAD SHX Text

SOLAR PANEL

AutoCAD SHX Text SMHP-1414 RIM:1230.10 NNE 12" PVC FL:1210.78 SSW 12" PVC FL:1210.83 NNE 6" MTL FL:1223.70 NE 4" PVC FL:1223.72 NW 4" PVC FL:1223.92

AutoCAD SHX Text SMHP-531 RIM:1230.08 NNE 12" PVC FL:1211.89 SSW 12" PVC FL:1211.93 W 6" PVC FL:1226.64

AutoCAD SHX Text SMHP-1387 RIM:1229.73 S 4" PVC FL:1223.27 SW 6" PVC FL:1219.82 E 8" PVC FL:1219.69 NW 12" PVC FL:1212.60

AutoCAD SHX Text

SMHP-1385 RIM:1229.23 NW 8" PVC FL:1220.93 NE 8" PVC FL:1220.93

AutoCAD SHX Text

SMHP-515 RIM:1231.28 NW 8" PVC FL:1222.28 NE 8" PVC FL:1222.38

AutoCAD SHX Text SMHP-522 RIM:1229.92 SW 8" PVC FL:1221.57 SE 8" PVC FL:1221.63 NE 2" PVC FL:1227.75

AutoCAD SHX Text

SMHP-524 RIM:1228.93 W 8" PVC:1220.53 SE 8" PVC:1220.59

AutoCAD SHX Text

LIFT STATION RIM:1231.43 2" PVC SOUTH TOP OF PIPE:1230.89 BOTTOM:1229.56

AutoCAD SHX Text

SMHP-1384 RIM:1231.07 SW 8" PVC FL:1222.33 SE 8" PVC FL:1222.33

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STA 7+46.32

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156667.38

EASTING: 2143522.23

RIM: 1216.63

DEPTH: 13.38

N FL IN: PROP 8" PVC 1203.33

SW FL OUT: PROP 8" C900 DR-18 PVC 1203.25

STA 4+25.38

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156542.52

EASTING: 2143226.58

RIM: 1213.80

DEPTH: 12.28

NE FL IN: PROP 8" C900 DR-18 PVC 1201.65

S FL OUT: PROP 8" PVC 1201.52

ABANDONED EXISTING

PIPE FROM EXISTING

SMHP-836 TO NEW

MANHOLE A2

SSSSSSSS

STA 11+31.54

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 157052.54

EASTING: 2143529.58

RIM: 1215.89

DEPTH: 10.65

S FL OUT: PROP 8" PVC 1205.24

S FL IN: 8 '' PVC PIPE 1205.24

STA 2+30.61

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156361.05

EASTING: 2143297.33

RIM: 1216.40

DEPTH: 15.90

N FL IN: PROP 8" PVC 1200.55

SW FL OUT: PROP 8" PVC 1200.50

PAVEMENT

REPLACEMENT

19 SY

160 OPEN TRENCH AND

220' - BORING FOR THIS

SECTION OF PIPE

(A3 TO A4)

ROUTE A

STA 0+00.00

INSTALL A

BATTERY-POWERED ADA

TRITON+ FLOW METER WITH

A PEAK COMO (CS4), AND

SURFACE COMBO (CS5-V).

MOUNT THE FLOW METER

TO THE MANHOLE RIM WITH

MONITOR BRACKET/FLANGE

(P/N 140-0009)

PAVEMENT

REPLACEMENT

4 SY

PAVEMENT

REPLACEMENT

1 SY

CONSTRUCTION

LIMITS

10'x10'

BORE PIT

20'x10'

BORE PIT

PAVEMENT

REPLACEMENT

1 SY

STA 11+26.54

4" WYE CONNECTION

TO 8" PVC MAIN

STA 10+17.87

END BORING

STA 7+97.87

BEGIN BORING

STA 4+18.26

END BORING

UNDER STREET

STA 3+40.26

BEGIN BORING

UNDER STREET

STA 6+46.88

STA 6+54.07

CONNECT EXISTING LATERALS

TO PR 8" PVC MAIN

30' CO

NSTRUCTIO

LIM

ITS

(TYP.)

10'

20' 10'

5' 25'

30' CONST. LIMITS

(TYP.) 10

10' 20'

STA 7+46.32

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156667.38

EASTING: 2143522.23

RIM: 1216.63

DEPTH: 13.38

N FL IN: PROP 8" PVC 1203.33

SW FL OUT: PROP 8" C900 DR-18 PVC 1203.25

STA 4+25.38

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156542.52

EASTING: 2143226.58

RIM: 1213.80

DEPTH: 12.28

NE FL IN: PROP 8" C900 DR-18 PVC 1201.65

S FL OUT: PROP 8" PVC 1201.52

ABANDONED EXISTING

PIPE FROM EXISTING

SMHP-836 TO NEW

MANHOLE A2

SSSSSSSS

STA 11+31.54

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 157052.54

EASTING: 2143529.58

RIM: 1215.89

DEPTH: 10.65

S FL OUT: PROP 8" PVC 1205.24

S FL IN: 8 '' PVC PIPE 1205.24

STA 2+30.61

PROPOSED SANITARY SEWER MANHOLE (48")

NORTHING: 156361.05

EASTING: 2143297.33

RIM: 1216.40

DEPTH: 15.90

N FL IN: PROP 8" PVC 1200.55

SW FL OUT: PROP 8" PVC 1200.50

PAVEMENT

REPLACEMENT

19 SY

160 OPEN TRENCH AND

220' - BORING FOR THIS

SECTION OF PIPE

(A3 TO A4)

ROUTE A

STA 0+00.00

INSTALL A

BATTERY-POWERED ADA

TRITON+ FLOW METER WITH

A PEAK COMO (CS4), AND

SURFACE COMBO (CS5-V).

MOUNT THE FLOW METER

TO THE MANHOLE RIM WITH

MONITOR BRACKET/FLANGE

(P/N 140-0009)

PAVEMENT

REPLACEMENT

4 SY

PAVEMENT

REPLACEMENT

1 SY

CONSTRUCTION

LIMITS

10'x10'

BORE PIT

20'x10'

BORE PIT

PAVEMENT

REPLACEMENT

1 SY

STA 11+26.54

4" WYE CONNECTION

TO 8" PVC MAIN

STA 10+17.87

END BORING

STA 7+97.87

BEGIN BORING

STA 4+18.26

END BORING

UNDER STREET

STA 3+40.26

BEGIN BORING

UNDER STREET

STA 6+46.88

STA 6+54.07

CONNECT EXISTING LATERALS

TO PR 8" PVC MAIN

NOTE:

ALL EXISTING TREES SHALL BE PROTECTED

DURING CONSTRUCTION.

ANY CONSTRUCTION WITHIN THE CANOPY OF

TREES REQUIRES A TREE ROOT PROTECTION

PLAN PER TAFB SPECS.

' C

ONSTR

UCTIO

N LI

MITS

20' CO

NSTRUCTIO

N LIM

ITS

ALL DAMAGED ROAD, CURB, & GUTTER

TO BE RESTORED IN SAME OR BETTER

CONDITION AT CONTRACTORS EXPENSE

5' 15'

-0+40 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+40

A2 STA 4+25.38

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1213.80

DEPTH: 12.28

NE FL IN: PROP 8" C900 DR-18 PVC 1201.65

S FL OUT: PROP 8" PVC 1201.52

A3 STA 7+46.32

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1216.63

DEPTH: 13.38

N FL IN: PROP 8" PVC 1203.33

SW FL OUT: PROP 8" C900 DR-18 PVC 1203.25

INSTALL 321 LF OF 8 INCH

C900 DR-18 PVC

SANITARY SEWER

(SEE NOTE 1)

EXISTING

GRADE

SMHP-772 STA 0+00.00

RIM: 1210.63

DEPTH: 16.83

NE FL IN: PROP 8" PVC 1195.13

W FL OUT: EX 24'' PVC 1193.80

EXISTING GRADEEXISTING

CART

PATH

EXISTING

PAVEMENT

PROP 8" PVC

0.50%

PROP 8" C900 DR-18 PVC

0.50%

PROP 8" PVC

2.33%

INSTALL 231 LF OF 8 INCH

SANITARY SEWER

EXISTING

PAVEMENT

EXISTING

PAVEMENT EXISTING

CART PATH

A1 STA 2+30.61

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1216.40

DEPTH: 15.90

N FL IN: PROP 8" PVC 1200.55

SW FL OUT: PROP 8" PVC 1200.50

SMHP-772

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

UNKNOWN UTILITY

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

220 LF OF STEEL

CASING FOR BORING

(8-INCH CARRIER)

EXISTING UNDERGROUND ELECTRIC

OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

EXISTING GAS LINE

(SIZE AND DEPTH

UNKNOWN)

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

THE LOCATION OF EXISTING SANITARY LATERALS

SHOWN ARE CONSIDERED TO BE APPROXIMATE

ONLY. THE CONTRACTOR SHALL VERIFY THE

EXACT LOCATION OF THE EXISTING SANITARY

LATERALS CONTRACTOR IN THE FIELD.

UNKNOWN UTILITY

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWNUNKNOWN UTILITIES

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

UNDERGROUND

ELECTRIC

OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

EXISTING GAS LINE

(SIZE AND DEPTH

UNKNOWN)

EXISTING SAN LINE

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

UNKNOWN UTILITIES

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

EXISTING WATER

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

EXISTING WATER

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

SELECT FILL,

CLASS "A" AGGREGATE,

COMPACTED TO 100%

UNDER PAVEMENT SECTIONS

RE: TAFB DET. A-UT-1

(TYP.)

A4STA 11+31.54

PROPOSED SANITARY SEWER MANHOLE (48")

MH: A4

RIM: 1215.89

DEPTH: 10.65

S FL OUT: PROP 8" PVC 1205.24

S FL IN: 8 '' PVC PIPE 1205.24

PROP 8" PVC

0.50%

STA. 11+26.54

INV. EL. = 1205.44

4" WYE CONNECTION

TO PROPOSED 8"

PVC MAIN

STA. 10+17.87

END BORINGSTA. 7+97.87

START BORING

STA. 4+18.26

END BORING

UNDER STREET

STA. 3+40.26

START BORING

UNDER STREET

INSTALL 195 LF OF 8 INCH

SANITARY SEWER

INSTALL 385 LF OF 8 INCH

SANITARY SEWER

78 LF OF STEEL

CASING FOR BORING

(8-INCH CARRIER)

-0+40 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+40

A2 STA 4+25.38

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1213.80

DEPTH: 12.28

NE FL IN: PROP 8" C900 DR-18 PVC 1201.65

S FL OUT: PROP 8" PVC 1201.52

A3 STA 7+46.32

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1216.63

DEPTH: 13.38

N FL IN: PROP 8" PVC 1203.33

SW FL OUT: PROP 8" C900 DR-18 PVC 1203.25

INSTALL 321 LF OF 8 INCH

C900 DR-18 PVC

SANITARY SEWER

(SEE NOTE 1)

EXISTING

GRADE

SMHP-772 STA 0+00.00

RIM: 1210.63

DEPTH: 16.83

NE FL IN: PROP 8" PVC 1195.13

W FL OUT: EX 24'' PVC 1193.80

EXISTING GRADEEXISTING

CART

PATH

EXISTING

PAVEMENT

PROP 8" PVC

0.50%

PROP 8" C900 DR-18 PVC

0.50%

PROP 8" PVC

2.33%

INSTALL 231 LF OF 8 INCH

SANITARY SEWER

EXISTING

PAVEMENT

EXISTING

PAVEMENT EXISTING

CART PATH

A1 STA 2+30.61

PROPOSED SANITARY SEWER MANHOLE (48")

RIM: 1216.40

DEPTH: 15.90

N FL IN: PROP 8" PVC 1200.55

SW FL OUT: PROP 8" PVC 1200.50

SMHP-772

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

UNKNOWN UTILITY

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

220 LF OF STEEL

CASING FOR BORING

(8-INCH CARRIER)

EXISTING UNDERGROUND ELECTRIC

OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

EXISTING GAS LINE

(SIZE AND DEPTH

UNKNOWN)

WATER LINE PER OKC GIS DATA

(SIZE AND DEPTHS UNKNOWN)

THE LOCATION OF EXISTING SANITARY LATERALS

SHOWN ARE CONSIDERED TO BE APPROXIMATE

ONLY. THE CONTRACTOR SHALL VERIFY THE

EXACT LOCATION OF THE EXISTING SANITARY

LATERALS CONTRACTOR IN THE FIELD.

UNKNOWN UTILITY

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWNUNKNOWN UTILITIES

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

UNDERGROUND

ELECTRIC

OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

EXISTING GAS LINE

(SIZE AND DEPTH

UNKNOWN)

EXISTING SAN LINE

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

UNKNOWN UTILITIES

PER OKC GIS DATA

(SIZE AND DEPTHS

UNKNOWN)

EXISTING WATER

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

EXISTING WATER

PER OKC GIS DATA

(SIZE & DEPTH

UNKNOWN)

SELECT FILL,

CLASS "A" AGGREGATE,

COMPACTED TO 100%

UNDER PAVEMENT SECTIONS

RE: TAFB DET. A-UT-1

(TYP.)

A4STA 11+31.54

PROPOSED SANITARY SEWER MANHOLE (48")

MH: A4

RIM: 1215.89

DEPTH: 10.65

S FL OUT: PROP 8" PVC 1205.24

S FL IN: 8 '' PVC PIPE 1205.24

PROP 8" PVC

0.50%

STA. 11+26.54

INV. EL. = 1205.44

4" WYE CONNECTION

TO PROPOSED 8"

PVC MAIN

STA. 10+17.87

END BORINGSTA. 7+97.87

START BORING

STA. 4+18.26

END BORING

UNDER STREET

STA. 3+40.26

START BORING

UNDER STREET

INSTALL 195 LF OF 8 INCH

SANITARY SEWER

INSTALL 385 LF OF 8 INCH

SANITARY SEWER

78 LF OF STEEL

CASING FOR BORING

(8-INCH CARRIER)

E D

R W

N C

W N

Y O

F O

O M

A C

T N

O . T

S-

R A

-0

T N

-2

D R

B Y:

P M

G /M

R K

C H

D B

40' 80'0

C H

SCALE: 1" = 40'

PLAN VIEW - SITE 1 ROUTE A1

SCALE: 1" = 40' (H) ; 1" = 4' (V)

PROFILE VIEW - SITE 1 ROUTE A2

NOTES:

1) THE SEPARATION BETWEEN THE EXISTING WATER LINES AND NEW

SANITARY SEWER BETWEEN MH A2 AND MH A3 IS LESS THAN 10-FEET.

THE NEW 8-INCH SANITARY SEWER SHALL BE C900 DR-18 PVC AND

PRESSURE TESTED TO ASSURE WATER TIGHTNESS OF JOINTS

ADJACENT TO THE EXISTING WATER LINE PRIOR TO BACKFILLING IN

ACCORDANCE WITH OKLAHOMA DEQ REQUIREMENTS

2) TINKER AFB GOLF COURSE SPECIAL INSTRUCTIONS:

A) CONTRACTOR SHALL WORK DILIGENTLY TO MINIMIZE DISRUPTIONS TO

GOLF COURSE OPERATIONS AND MAINTENANCE DURING

CONSTRUCTION.

B) TO MINIMIZE DAMAGE TO EXISTING SOD, CONTRACTOR WILL PROVIDE A

PLYWOOD OR OTHER SURFACE TO PROTECT THE SOD AND CART PATHS

FROM VEHICLE DAMAGE.

C) ANY SOD DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH

TAHOMA 31 SOD ON CLOSELY CUT APRONS DIRECTLY ADJACENT TO THE

PRACTICE PUTTING GREEN SURFACE AND 9 IRON/ASTRO BERMUDA

GRASS SOD ON ALL OTHER DISTURBED AREAS OF THE GOLF COURSE.

WHERE ASPHALT CART PATHS ARE DAMAGE THEY SHALL BE REPLACED

IN LIKE OR BETTER CONDITION.

D) ACCESS TO THE MAIN PARKING LOT MUST REMAIN OPEN FOR THE

ENTIRE DURATION OF CONSTRUCTION ON THE GOLF COURSE. THE

CONTRACTOR SHALL PROVIDE A PLAN TO MAINTAIN ACCESS TO THE

ENGINEER AS A SHOP DRAWING. THE PLAN MUST SHOW SIGNAGE,

TRENCH PROTECTION, AND ANY OTHER REQUIRED TRAFFIC CONTROL

DETAILS DEEMED NECESSARY.

E) CONTRACTOR WILL COORDINATE CONSTRUCT SEQUENCING WITH THE

ENGINEER AND THE GOLF COURSE STAFF.

3) THE EXISTING UTILITIES SHOWN IN THE PLAN VIEW ON THIS SHEET ARE

A COMBINATION OF FIELD DATA COLLECTION AND GIS DATA. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXISTING UTILITY

LOCATIONS.

4) CONTRACTOR MUST SUBMIT AN OUTAGE REQUEST FOR ANY

INTERRUPTION IN ROADS, SIDEWALKS, OR PARKING LOTS AT LEAST 45

CALENDAR DAYS IN ADVANCE OF IMPACTS.

RTH

AutoCAD SHX Text COULD NOT VERIFY EXACT LOCATION OF CONNECTION TO SANITARY SYSTEM, APPROXIMATE AND ASSUMED LOCATION SHOWN WITH SS|A| LINETYPE

AutoCAD SHX Text

ARNOLD STREET

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text C

AutoCAD SHX Text V

AutoCAD SHX Text G

AutoCAD SHX Text V

AutoCAD SHX Text G

AutoCAD SHX Text

MITCHELL AVENUE

AutoCAD SHX Text

14" TREE (TAGGED 5853)

AutoCAD SHX Text

20" TREE

AutoCAD SHX Text

24" TREE

AutoCAD SHX Text

8" TREE

AutoCAD SHX Text

24" CEDAR

AutoCAD SHX Text

24" TREE

AutoCAD SHX Text

14" TREE (TAGGED 4912)

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

ASPHALT CART PATH

AutoCAD SHX Text

ASPHALT CART PATH

AutoCAD SHX Text

ASPHALT CART PATH

AutoCAD SHX Text

CLEANOUT COULD NOT OPEN

AutoCAD SHX Text

CLEANOUT LID:1217.76 FL:1216.78

AutoCAD SHX Text

CLEANOUT LID:1218.21 FL:1215.12

AutoCAD SHX Text SMHP-772 RIM:1210.63 NW FL IN: PROP. 8" PVC 1195.47 WNW 24" PVC FL:1193.80 SW 24" PVC FL:1193.80

AutoCAD SHX Text

SPUP-107 RIM:1209.21

AutoCAD SHX Text SMHP-1170 RIM:1212.43 SW 6" VCP FL:1208.91 FL:1208.91 1208.91 NE 6" VCP FL:1208.94 FL:1208.94 1208.94 NNE 8" VCP FL:1212.43FL:1212.431212.43

AutoCAD SHX Text P:\140_CivInf\1400390 COC Tinker AFB Lft Stn TS0007\21DesignWorking\CIVL\05AutoCAD\2Sheets\1400390-PLAN & PROFILES.dwg

5/19/2025 11:05 AM

11+00 11+50 12+00 12+50 13+00 13+50

G M

B U

EXISTING WATER LINE

PER OKC GIS DATA

(SIZE AND

DEPTHS UNKNOWN)

EXISTING UNDERGROUND

ELEC PER OKC GIS DATA

(SIZE AND

DEPTHS UNKNOWN)

SELECT FILL,

CLASS "A" AGGREGATE,

COMPACTED TO 100%

UNDER PAVEMENT SECTIONS

RE: TAFB DET. A-UT-1

(TYP.)

INSTALL 174 LF OF 4 INCH

SANITARY SEWER

PROP 4" PVC

2.00%

EXISTING

PAVEMENT

STA. 12+95.48

PROPOSED 2-WAY

CLEANOUT

STA. 11+26.54

INV. EL. = 1205.44

4" WYE CONNECTION

TO PROPOSED 8"

PVC MAIN

11+00 11+50 12+00 12+50 13+00 13+50

G M

B U

EXISTING WATER LINE

PER OKC GIS DATA

(SIZE AND

DEPTHS UNKNOWN)

EXISTING UNDERGROUND

ELEC PER OKC GIS DATA

(SIZE AND

DEPTHS UNKNOWN)

SELECT FILL,

CLASS "A" AGGREGATE,

COMPACTED TO 100%

UNDER PAVEMENT SECTIONS

RE: TAFB DET. A-UT-1

(TYP.)

INSTALL 174 LF OF 4 INCH

SANITARY SEWER

PROP 4" PVC

2.00%

EXISTING

PAVEMENT

STA. 12+95.48

PROPOSED 2-WAY

CLEANOUT

STA. 11+26.54

INV. EL. = 1205.44

4" WYE CONNECTION

TO PROPOSED 8"

PVC MAIN

ROUTE A

CONSTRUCTION

LIMITS

PAVEMENT

REPLACEMENT

36 SY

STA 12+90.48

PROPOSED

2-WAY CLEANOUT

10' FROM BUILDING FOUNDATION

STA 13+00.48

CONNECT PROPOSED LATERAL

TO EXISTING BUILDING

(BLDG 6642)

STA 11+26.54

4" WYE CONNECTION

TO 8" PVC MAIN

PROPOSED

MANHOLE A4

' C

ONST

RUCTI

ON LI

MIT

ROUTE A

CONSTRUCTION

LIMITS

PAVEMENT

REPLACEMENT

36 SY

STA 12+90.48

PROPOSED

2-WAY CLEANOUT

10' FROM BUILDING FOUNDATION

STA 13+00.48

CONNECT PROPOSED LATERAL

TO EXISTING BUILDING

(BLDG 6642)

STA 11+26.54

4" WYE CONNECTION

TO 8" PVC MAIN

NOTE:

CONTRACTOR SHALL MAINTAIN

CARTPATH ACCESS TO BLDG 6642

DURING CONSTRUCTION

EXISTING LIFT STATION #6642

TO BE ABANDONED

ABANDONMENT OF LIFT STATIONS WILL CONSIST OF

A) REMOVING THE PUMP BASIN AND ALL PUMPS, MOTORS,

COUPLINGS, VALVES, CONTROL PANELS, INSTRUMENTATION,

ELECTRICAL SERVICE, AND ALL APPURTENANCES ABOVE

FINISHED GRADE; AND

B) CUTTING DOWN UNNEEDED FACILITIES TO FOUR FEET

BELOW GRADING, FILLING WITH CEMENT STABILIZED SAND,

AND COVERING WITH TOPSOIL TO GRADE. WHERE LIFT

STATIONS ARE LOCATED IN SIDEWALKS, THE EXCAVATION

WILL BE FILLED WITH TYPE A AGGREGATE AND THE

SIDEWALK REPAIRED WITH CONCRETE IN LIKE NEW OR

BETTER CONDITION. ELECTRICAL AND CONTROL WIRING

WILL BE REMOVED BACK TO SOURCE AND CONDUIT WILL BE

CUT UNDERGROUND AND ABANDONED IN-PLACE. ANY

EXISTING ASSOCIATED SERVICE LINES & FORCE MAIN THAT

WILL NO LONGER BE UTILIZED WILL BE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 30, 2025.