copyright, , tri-state engineering, inc. · 1/27/2016 standard abbreviations, legen &...

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A. = AMP(A) = ADJUSTA.A.S.H.T.O. = AMERICAN ASSOC. OF STATE

HIGHWAY & TRANSPORTATION OFFICIALSA.B. = ANCHOR BOLTABT. = ABOUTABUT. = ABUTMENTAC = ALTERNATING CURRENTA/C = AIR CONDITIONERAC. = ACRE(S)A.C.S.M. = AMERICAN CONGRESS ON SURVEY-

ING & MAPPINGA.D. = ANNO DOMINIADD. = ADDITIONADD'L = ADDITIONALA.F.F. = ABOVE FINISH FLOORAGGR. = AGGREGATEAHD. = AHEADA.K.A. = ALSO KNOWN ASA.L.T.A. = AMERICAN LAND TITLE ASSOCIATIONALUM. = ALUMINUMA.M. = ANTE MERIDIEMANCH. = ANCHORAPPROX. = APPROXIMATEARCH. = ARCHITECT OR ARCHITECTURALASSOC. = ASSOCIATIONASPH. = ASPHALT OR ASPHALTICA.S.T.M. = AMERICAN SOCIETY OF TESTING &

MATERIALSATTN. = ATTENTIONAVE. = AVENUEBC. = BACK OF CURBBLDG. = BUILDINGBLVD. = BOULEVARDBK. = BACK OR BOOKBOTT., BTM. OR BOT. = BOTTOMBM. OR B.M. = BENCHMARKBR. = BRIDGEBRG. = BEARINGBUS. = BUSINESSC = CELSIUSC.F.S. = CUBIC FEET PER SECONDC. & G. = CURB AND GUTTERCHD. = CHORDCHKD. = CHECKEDC.I.P. = CAST IRON PIPECIR. = CIRCLECL. = CENTERLINECLR. = CLEAR OR CLEARANCEC.M.P. = CORRUGATED METAL PIPECO. = COMPANYC/O = CARE OFCOL. = COLUMNCONC. = CONCRETECONST. OR CONSTR. = CONSTRUCT OR

CONSTRUCTIONCOR. = CORNERCORP. = CORPORATE OR CORPORATIONCR. = CROWNCRT. OR CT. = COURTCTR. = CENTERCTY. OR CO. = COUNTYCU. = CUBICCULV. = CULVERTCU. YDS. OR C.Y. = CUBIC YARDSD = DEGREE OF CURVEDEG. = DEGREEDET. = DETENTIONDEV. = DEVELOPMENTDIA. = DIAMETERD.I.P. = DUCTILE IRON PIPEDIST. = DISTANCE OR DISTRICTDMH. = STORM DRAIN MANHOLEDPTH. OR D. OR DP. = DEPTH OR DEEPDR. = DRIVE OR DOORDRN. = DRAINDRNGE. = DRAINAGEDTL. = DETAILDWG. = DRAWINGEA. = EACHEG = EXISTING GRADE ELEVATIONELEV. OR EL. = ELEVATIONENG. = ENGINEERENTR. = ENTRANCEEOA = EDGE OF ASPHALTEOC = EDGE OF CONCRETEEOG = EDGE OF GRAVELEOP = EDGE OF PAVEMENTEOS = EDGE OF SHOULDEREOW = EDGE OF WATERESMT. = EASEMENTETC. = ETCETERAEXCAV. = EXCAVATE OR EXCAVATIONEXIST. OR EX. = EXISTINGEXP. = EXPANSION OR EXPIRATIONE.W. = EACH WAYF = FAHRENHEITF.B. = FLAT-BOTTOMFC. = FACE OF CURB OR WALLFDN. = FOUNDATIONF.E.S. = FLARED END SECTIONFG = FINISH GRADE ELEVATIONFIG. = FIGUREFIN. FLR. OR F.F. = FINISHED FLOOR ELEVATIONFL. = FLOWLINE (OR INVERT) ELEVATIONFR. = FROM OR FRAMEFT. = FOOT OR FEETFTG. = FOOTINGFUT. = FUTUREGA. = GAUGEGAL. = GALLONGALV. = GALVANIZEDGAR. = GARAGEGEN. = GENERATOR OR GENERALG.P.M. = GALLONS PER MINUTEGRD. = GRADEGRND. = GROUNDGT = GUTTER FLOWLINE ELEVATIONGUT. = GUTTERHDWL. = HEADWALL

H.D.P.E. = HIGH-DENSITY POLYETHYLENE(CORRUGATE PLASTIC PIPE)

HORIZ. = HORIZONTALHP = HORSE POWERH.P.C. = HORIZONTAL POINT OF CURVEH.P.T. = HORIZONTAL POINT OF TANGENCYHR. = HOUR(S)HT. OR H. = HEIGHTHWY. = HIGHWAYHYD. = HYDRANTINC. = INCORPORATEDINCL. = INCLUDE, INCLUDED OR INCLUDINGINIT. = INITIALSINT. = INTERSECTIONINV. = INVERT (OR FLOWLINE)JCT. = JUNCTIONJR. = JUNIORJT. = JOINTL = ARC LENGTHLB. OF LBS. = POUND(S)LFL. = LOWER FLOWLINELG. = LONGLGTH. = LENGTHLIN. FT. OR L.F. = LINEAL FOOT OR FEETL.L.C. = LIMITED LIABILITY CORPORATIONLN. = LANELT. = LEFT(M) = MOVEMAT'L = MATERIALMAX. = MAXIMUMMH. = MANHOLEMIN. = MINUTE(S) OR MINIMUMM.O. = MASONRY OPENINGMON. = MONITORING OR MONTHM.P.H. OR MPH = MILES PER HOURMTG. = MOUNTING OR MEETINGMTL. = METALM.U.T.C.D. = MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICESN.A.V.D. = NORTH AMERICAN VERTICAL DATUMN.G.S. = NATIONAL GEODETIC SURVEYNO. = NUMBERNOM. = NOMINALNORM. = NORMALN.T.S. = NOT TO SCALEO.C. = ON CENTEROPNG. = OPENINGORD. = ORDINANCEP.C. OR PC. = POINT OF CURVE

(BEGINNING POINT OF CURVE)P.C.C. = PORTLAND CEMENT CONCRETE OR

POINT OF COMPOUND CURVEP.E. = PROFESSIONAL ENGINEERPERM. = PERMANENTPG. = PAGEPH. = PHASE OR PHONEP.I. OR PI. = POINT OF INTERSECTION

(INTERSECTION OF TANGENTS)PL. = PROPERTY LINE OR PLACEPLCS. = PLACESP.L.S. = PROFESSIONAL LAND SURVEYORP.M. = POST MERIDIEMP.O. = POST OFFICEP.O.B. = POINT OF BEGINNINGP.O.C. = POINT OF COMMENCING OR

POINT ON CURVEP.O.L. = POINT ON LINEP.R.C. = POINT OF REVERSE CURVEPRELIM. = PRELIMINARYPRKG. = PARKINGPROF. = PROFILEPROJ. = PROJECTPROP. OR PR. = PROPOSEDP.S.I. = POUNDS PER SQUARE INCHP.T. OR PT. = POINT OF TANGENCY

(END OF CURVE)PUB. = PUBLICPV = PAVEMENT SURFACE ELEVATIONP.V.C. OR PVC = POLYVINYL CHLORIDE

(PIPE OR ELECTRICAL CONDUIT)P.V.C. OR PVC. = POINT OF VERTICAL CURVE

(BEGIN VERTICAL CURVE)P.V.I. = POINT OF VERTICAL INTERSECTIONPVMT. = PAVEMENTP.V.T. OR PVT. = POINT OF VERTICAL TANGENCYPWR. = POWERQTY. OR QTYS. = QUANTITY(IES)(R) = REMOVERAD. OR R. = RADIUSR.C.B. OR RCB = REINFORCED CONCRETE BOXR.C.P. OR RCP = REINFORCED CONCRETE PIPER.D. = ROOF DRAINRD. = ROADRDWY. = ROADWAYRECT. = RECTANGULARREG. = REGISTRATION, REGULATOR OR

REGULARREINF. = REINFORCE, REINFORCED OR

REINFORCINGRET. = RETAIN, RETAINING OR RETENTIONREV. = REVISED OR REVISIONREQ'D = REQUIREDR.L.S. = REGISTERED LAND SURVEYORRNG. OR R = RANGER.O. = ROUGH OPENINGR.O.W. OR R/W = RIGHT-OF-WAYR.R. = RAILROADRT. = RIGHTRTE. = ROUTESAN. = SANITARYSCH. = SCHOOLSCHED. = SCHEDULESEC. = SECTIONSETBK. = SETBACKSDWK. OR SWK. = SIDEWALKSHT. = SHEETSIM. = SIMILARSMH. = SANITARY SEWER MANHOLESPA. = SPACE(ED)(S) OR SPACINGSPEC. = SPECIFICATION(S)

NOTES:THESE ABBREVIATIONS ARE PROVIDED AS AGENERAL REFERENCE AND MAY NOT BECONSIDERED AN EXHAUSTIVE LIST AND IT ISPROBABLE THAT ONLY A PORTION OF THEMHAVE BEEN USED ON THE PLANS FOR THISPROJECT.

(.) PERIODS IN ABBREVIATIONS ARE OPTIONAL,BUT PREFERRED PLACEMENT IS SHOWN.

# BEFORE NUMBER = NUMBER(AS IN #4 REBAR)

# AFTER NUMBER = POUND(S)(AS IN 20# ROOFING FELT)

KDOT = KANSAS DEPARTMENT OFTRANSPORTATION

MODNR OR MDNR = MISSOURI DEPARTMENT OFNATURAL RESOURCES

MODOT = MISSOURI DEPARTMENT OFTRANSPORTATION

ODEQ OR DEQ = OKLAHOMA DEPARTMENT OFENVIRONMENTAL QUALITY

ODOT = OKLAHOMA DEPARTMENT OFTRANSPORTATION

STATES:AL = ALABAMAAK = ALASKAAR = ARKANSASAZ = ARIZONACA = CALIFORNIACO = COLORADOCT = CONNECTICUTDE = DELAWAREDC = DISTRICT OF COLUMBIAFL = FLORIDAGA = GEORGIAHI = HAWAIIID = IDAHOIL = ILLINOISIN = INDIANAIA = IOWAKS = KANSASKY = KENTUCKYLA = LOUISIANAME = MAINEMD = MARYLANDMA = MASSACHUSETTSMI = MICHIGANMN = MINNESOTAMS = MISSISSIPPIMO = MISSOURIMT = MONTANANE = NEBRASKANV = NEVADANH = NEW HAMPSHIRENJ = NEW JERSEYNM = NEW MEXICONY = NEW YORKNC = NORTH CAROLINAND = NORTH DAKOTAOH = OHIOOK = OKLAHOMAOR = OREGONPA = PENNSYLVANIARI = RHODE ISLANDSC = SOUTH CAROLINASD = SOUTH DAKOTATN = TENNESSEETX = TEXASUT = UTAHVT = VERMONTVA = VIRGINIAWA = WASHINGTONWV = WEST VIRGINIAWI = WISCONSINWY = WYOMING

MONTHSJAN. = JANUARYFEB. = FEBRUARYMAR. = MARCHAPR. = APRILMAY = MAYJUN. = JUNEJUL. = JULYAUG. = AUGUSTSEP. = SEPTEMBEROCT. = OCTOBERNOV. = NOVEMBERDEC. = DECEMBER

DIRECTIONS:E. = EASTN. = NORTHS. = SOUTHW. = WESTNE. = NORTHEASTNW. = NORTHWESTSE. = SOUTHEASTSW. = SOUTHWESTENE. = EAST-NORTHEASTESE. = EAST-SOUTHEASTNNE. = NORTH-NORTHEASTNNW. = NORTH-NORTHWESTSSE. = SOUTH-SOUTHEASTSSW. = SOUTH-SOUTHWESTWNW. = WEST-NORTHWESTWSW. = WEST-SOUTHWEST

SR. = SENIORS.S. = STAINLESS STEELSTE. = SUITESTRUC. = STRUCTURE OR STRUCTURALSUBDIV. = SUBDIVISIONSUBTTL. = SUBTOTALSW = SIDEWALK ELEVATIONSQ. = SQUARESQ. FT. OR S.F. = SQUARE FEETS.Y. = SQUARE YARDSST. = STREETSTA. = STATIONSTD. OR STDS. = STANDARD(S)STL. = STEELSWR. = SEWERSYM. = SYMMETRICALT = TOWNSHIPT.B.M. = TEMPORARY BENCHMARKTC. = TOP OF CURBTEL. = TELEPHONETEMP. = TEMPORARY OR TEMPERATURETFWY. OR TWY. = TRAFFICWAYTHK. = THICKTNAIL = TRAVERSE NAIL (CONTROL POINT)T.O. = TOP OFTPK. = TURNPIKETRANS. = TRANSITION OR TRANSFORMERTRM = TURF REINFORCEMENT MATTTL. = TOTALTW = TOP OF WALL ELEVATIONTWP. = TOWNSHIPTYP. = TYPICALUFL. = UPPER FLOWLINE(UIP) = USE IN PLACE

(TO REMAIN UNDISTURBED)U.S. = UNITED STATESU.S.G.S. = UNITED STATES GEOLOGIC SURVEYUTIL. = UTILITYV. = VOLTVAR. = VARIES OR VARIABLEV.C. = VERTICAL CURVEV.C.P. = VITRIFIED CLAY PIPEVERT. = VERTICALW. = WIDTH OR WATTWIN. = WINDOWWT. = WEIGHTWTR. = WATERW.W. = WING WALLW.W.F. = WELDED WIRE FABRICW.W.M. = WELDED WIRE MESHX-ING = CROSSINGX-SEC = CROSS SECTIONYD. OR YDS. = YARD(S)YR. = YEAR

ENGINEER'S OPINION OF ESTIMATED QUANTITIES

TSE STANDARD LEGENDBENCHMARK OR T.B.M.

AERIAL TARGET

ALUMINUM MONUMENT FOUND

ALUMINUM MONUMENT SET

AXLE FOUND

BOLT FOUND

BORE HOLE

CONTROL POINT ORTRAVERSE NAIL

COPPER WELD FOUND

COTTON SPINDLE FOUND

COTTON SPINDLE SET

CROSS FOUND

CROSS SET

CROW'S FOOT FOUND

DRILL STEEL FOUND

EASEMENT MARKER SET

IRON BAR FOUND

IRON PIN FOUND

IRON PIN SET

IRON PIPE FOUND

60D NAIL FOUND

60D NAIL SET

P.K. NAIL FOUND

P.K. NAIL SET

RAILROAD SPIKE FOUND

RIGHT-OF-WAY MARKER FOUND

SLASH FOUND

STONE FOUND

T-RAIL FOUND

AIR CONDITIONER UNIT

AIR RELEASE VALVE

BIRD HOUSE OR MARTIN HOUSE

CABLE TV PULLBOX

BURIED CABLE TV CABLE(S)

DUMPSTER

ELECTRICAL PULLBOX

ELECTRIC METER

ELECTRIC VAULT

FLOOD LIGHT

LIGHT POLE

PARKING LOT LIGHTS

GUY WIRE ANCHOR

GUY POLE

POWER POLE

POWER POLE W/ TRANSFORMER

SERVICE POLE

PAD MOUNTED TRANSFORMER

OVERHEAD ELECTRIC LINE(S)

BURIED OR UNDERGROUNDELECTRIC CABLE(S)

FLAG POLE

FENCE POST OR GUARD POST

BARB OR WOVEN WIRE FENCE

CHAINLINK FENCE

STOCKADE OR WOODEN FENCE

GUARDRAIL

FUEL CAP

GAS METER

GAS PUMP

GAS REGULATOR

GAS TEST STATION

GAS VALVE

GAS VAULT

GAS VENT PIPE

NATURAL GAS LINE

HIGH PRESSURE GAS LINE

GRAVE MARKER

HANDICAP SYMBOL

MAIL BOX

RAILROAD CONTROL BOX

RAILROAD CROSSBUCK SIGN

RAILROAD CROSSBUCKW/ LIGHTS

RAILROAD CROSSBUCKW/ LIGHTS & GATE

RAILROAD CROSSING PLANK

RAILROAD CROSSING SIGN

RAILROAD DERAIL

RAILROAD MILE POST

RAILROAD POINT OF SWITCH

RAILROAD SIGN

RAILROAD SIGNAL CANTILEVER

RAILROAD SIGNAL DWARF

RAILROAD SIGNAL STANDARD

RAILROAD SIGNAL STANDARDW/ ARM

RAILROAD SWITCH

RAILROAD WHISTLE BOARD

RAILROAD TRACK (SINGLE LINEAS SET OF RAILS)

RAILROAD TRACK (DUAL LINEAS SET OF RAILS)

STONE WALL

SANITARY SEWER CLEANOUT

SANITARY SEWER GREASE TRAP

SANITARY SEWER LAMPHOLE

SANITARY SEWER MANHOLE

SANITARY SEWER SEPTIC TANK

SANITARY SEWER (GRAVITY)

PRESSURE SEWER ORFORCE MAIN

PRESSURE RELIEF VALVE

SATELLITE DISH

SMALL SIGN OR TRAFFIC SIGN

LARGE SIGN OR BILLBOARD

TWO-POST SIGN

STREET SIGN

STORM DRAIN DROP INLET

STORM DRAIN MANHOLE ORJUNCTION BOX

STORM DRAIN (SMALL DIA. ORAS SINGLE LINE)

TELEPHONE PULLBOX

TELEPHONE PEDESTAL ORRISER

TELEPHONE VAULT

BURIED OR UNDERGROUNDTELEPHONE CABLE(S)

OVERHEAD TELEPHONE LINE(S)

FIBER-OPTIC MARKER

FIBER-OPTIC CABLE(S)

TEST PIT

TRAFFIC CONTROL CABINET

TRAFFIC DELINEATOR

TRAFFIC SIGNAL MAST ARM

TRAFFIC SIGNAL SPAN WIRE

TRAFFIC VAULT OR PULLBOX

UNKNOWN UTILITY BOX ORPULLBOX

UNKNOWN UTILITY METER

UTILITY POLE(UNKNOWN OR MULTIPLE)

UNKNOWN UTILITY VAULT

FIRE HYDRANT

WATER METER

MONITORING WELL

QUICK COUPLING VALVE

SPRINKLER HEAD

WATER VALVE

WATER WELL

YARD HYDRANT

WATER LINE

DECIDUOUS TREE

EVERGREEN TREE

ORNAMENTAL BUSH

ORNAMENTAL TREE

PINE TREE

SHRUB OR BUSH

TREE STUMP

WILLOW TREE

TREE OR BRUSH LINE

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OFF-SITE GRAVITY SEWER QUANTITIES38 EA. 4'-0" I.D. STANDARD DEPTH PRECAST REINFORCED

CONCRETE MANHOLES.136.8 LIN. FT. OF TOTAL EXTRA DEPTH FOR MANHOLES.3053 LIN. FT. OF 12" DIA. SDR35 GRAVITY SEWER PIPE.494 LIN. FT. OF 12" DIA. SDR26 GRAVITY SEWER PIPE.2440 LIN. FT. OF 8" DIA. SDR35 GRAVITY SEWER PIPE.3522 LIN. FT. OF 8" DIA. SDR26 GRAVITY SEWER PIPE.381 LIN. FT. OF 12" HDPE in 18" DIA. STEEL CASING HIGHWAY

BORE.317 LF 12" HDPE in 18" CASING60 LF 16" CASING334 LIN. FT. OF 8" HDPE in 16" DIA. STEEL CASING HIGHWAY BORE.90 LIN. FT. OF CONCRETE ENCASEMENT.262 LIN. FT. OF FULL DEPTH AGGREGATE SURFACE REPAIR

(INCL. FULL DEPTH AGGREGATE BACKFILL).68 LIN. FT. OF ASPHALTIC CONCRETE PAVEMENT REPAIR

(INCL. FULL DEPTH AGGREGATE BACKFILL).1315 LIN. FT. OF 0 FT. TO 6 FT. DEPTH TRENCH AND BACKFILL.2096 LIN. FT. OF 6 FT. TO 8 FT. DEPTH TRENCH AND BACKFILL.2082 LIN. FT. OF 8 FT. TO 10 FT. DEPTH TRENCH AND BACKFILL.1683 LIN. FT. OF 10 FT. TO 12 FT. DEPTH TRENCH AND BACKFILL.1777 LIN. FT. OF 12 FT. TO 14 FT. DEPTH TRENCH AND BACKFILL.257 LIN. FT. OF 14 FT. TO 16 FT. DEPTH TRENCH AND BACKFILL.91 LIN. FT. OF 16 FT. TO 18 FT. DEPTH TRENCH AND BACKFILL.112 LIN. FT. OF 18 FT. TO 20 FT. DEPTH TRENCH AND BACKFILL96 LIN. FT. OF 20 FT. TO 22 FT. DEPTH TRENCH AND BACKFILL3 EA. 12 FT. WIDE TUBE GATES8 EA. SEWER TAPS, TO BE LOCATED BY CITY OF CLAREMORE

OFF-SITE PRESSURE SEWER QUANTITIES7320 LIN. FT. OF 6" DIA. H.D.P.E. DR 11 (200 P.S.I.)D.I.P.S.

PRESSURE SEWER PIPE (INCL. MECH. JT. D.I.FITTINGS,

CONC. THRUST BLOCKS, ETC.).1 EA. AIR/VACUUM RELEASE VALVE INSTALLATION.6 LIN. FT. OF CONCRETE ENCASEMENT.385 LIN. FT. OF ASPHALTIC CONCRETE PAVEMENTREPAIR

(INCL. FULL DEPTH AGGREGATE BACKFILL).770 LIN. FT. OF FIELD ENTRANCE REPAIR

(INCL. FULL DEPTH AGGREGATE BACKFILL).32 LIN. FT. OF CONCRETE SPILLWAY REPAIR.6 EA. MAILBOX REMOVE AND REPLACE (TO INCLUDENEW POSTS)

ON-SITE GRAVITY SEWER QUANTITIES1 EA. LUMP SUM LIFT STATION (WET WELL, VALVE PIT, PUMPS, PIPES, FITTINGS,ELECTRICSERVICE, CONTROLS, ETC.)1 EA. GENERATOR SET.1 EA. LUMP SUM CONVERSION OF EXISTING LIFT STATION WET WELL TO A MANHOLE (INCL.REMOVAL OF PUMPS, PIPES & FITTINGS, ETC., AGGREGATE FILL & 6" CONCRETE SLAB).2629 LIN. FT. OF 8" DIA. SDR26 GRAVITY SEWER PIPE.10 EA. 4'-0" I.D. STANDARD DEPTH PRECAST REINFORCED CONCRETE MANHOLES.100.2 LIN. FT. OF TOTAL EXTRA DEPTH FOR MANHOLES.0 LIN. FT. OF 0 FT. TO 6 FT. DEPTH TRENCH AND BACKFILL.12 LIN. FT. OF 6 FT. TO 8 FT. DEPTH TRENCH AND BACKFILL.124 LIN. FT. OF 8 FT. TO 10 FT. DEPTH TRENCH AND BACKFILL.17 LIN. FT. OF 10 FT. TO 12 FT. DEPTH TRENCH AND BACKFILL.29 LIN. FT. OF 12 FT. TO 14 FT. DEPTH TRENCH AND BACKFILL.716 LIN. FT. OF 14 FT. TO 16 FT. DEPTH TRENCH AND BACKFILL.646 LIN. FT. OF 16 FT. TO 18 FT. DEPTH TRENCH AND BACKFILL.404 LIN. FT. OF 18 FT. TO 20 FT. DEPTH TRENCH AND BACKFILL561 LIN. FT. OF 20 FT. TO 22 FT. DEPTH TRENCH AND BACKFILL.1 EA. CONNECTION TO EXISTING LIFT STATION WET WELL

(USING A-LOK GASKET SIMILAR TO AN EXISTING MANHOLE).325 LIN. FT. OF FULL DEPTH AGGREGATE SURFACE REPAIR (INCL. FULL DEPTH AGGREGATEBACKFILL).305 LIN. FT. OF ASPHALTIC CONCRETE PAVEMENT REPAIR (INCL. FULL DEPTH AGGREGATEBACKFILL).150 LIN. FT. OF HORSE TRACK EARTH & SAND SURFACE REPAIR (INCL. FULL DEPTHAGGREGATE BACKFILL).1 EA. YARD HYDRANT RELOCATION (INCL. WATER SUPPLY LINE).200 LIN. FT. OF WATER LINE RELOCATION.60 LIN. FT. OF 3/4" DIA. GAS LINE (FROM METER TO GENERATOR).276 SQ. YDS. OF 6" THICK AGGREGATE SURFACING (OF LIFT STATION SITE).276 SQ. YDS. OF GEOTEXTILE FABRIC STAPLES & OVERLAP CONSIDERED INCIDENTAL).1 EA. 14 FT. WIDE x 5 FT. HIGH ROLLER GATE.167 LIN. FT. OF 5 FT. HIGH CHAINLINK FENCE.

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02 of 23 Std Abbrev Legend & Qtys, 5/16/2016 2:19:34 PM

PROPOSEDOFF-SITEGRAVITYSEWER

PROPOSEDOFF-SITEPRESSURESEWER

PROPOSEDON-SITEGRAVITYSEWER

PROPOSEDLIFT STATIONLOCATION

EXISTINGLIFT STATIONLOCATION

INTERSTATE 44

STATE ROUTE 20

SWAN RD.

S.

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WILL ROGERSDOWNS

TURNPIKETOLL BOOTH

INIT

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JOB NO.

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CHKD. BY

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CIVIL ENG.

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Y S

EW

ER

EX

TEN

SIO

N

CIT

Y O

F C

LAR

EM

OR

E

GE

NE

RA

L P

LAN

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


3

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

0800 400 800

800

SEWER CONSTRUCTION NOTES1. THE CONTRACTOR SHALL SET ALL LINE AND GRADE STAKES.2. ALL SERVICE LATERAL RUNOUTS ARE TO BE LOCATED AS DIRECTEDBY THE OWNER.3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORLOCATION OF ALL UTILITY SERVICES BEFORE BEGINNING EXCAVATION.4. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL REMOVE ANDRESET ALL FENCES, POSTS, CULVERTS, STREET MARKERS, MAILBOXES,AND THE LIKE WITHIN THE LIMITS OF THE PROPOSED IMPROVEMENTS.5. ALL TRENCHES UNDER DRIVES AND STREETS MUST BE BACKFILLEDWITH BASEROCK AND COMPACTED TO 95% DENSITY.6. ASPHALT AND CONCRETE STREETS AND CURB AND GUTTER SHALLBE RESTORED TO MATCH ORIGINAL CONDITIONS PRIOR TOCONSTRUCTION.7. ALL SEWER LINES SHALL BE AIR TESTED AND ALL MANHOLES SHALLBE VACUUM TESTED.8. THE SEWER IS TO BE CONSTRUCTED IN ACCORDANCE WITH THECITY OF CLAREMORE SPECIFICATIONS.9. ALL SANITARY SEWER PIPE SHALL BE SDR35 UNLESS OTHERWISENOTED.10. ALL SANITARY SEWER PIPE 10 FEET DEEP OR GREATER SHALL BESDR26 UNLESS OTHERWISE NOTED.11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CITY OFCLAREMORE WITH ALL SUBMITTALS FOR PIPING, RING AND COVER,MANHOLES AND EXTERNAL SEALANTS FOR THEIR REVIEW ANDAPPROVAL PRIOR TO BEGINNING CONSTRUCTION.12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CITY OFCLAREMORE WITH CONSTRUCTION RECORD / AS BUILT DRAWINGS WITHVERIFIED USGS ELEVATIONS AND OKLAHOMA STATE PLANECOORDINATES AT HIS EXPENSE.

12" DIA. 8" DIA.

PR

ES

S. S

WR

. RE

RO

UTE

PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

AD

DE

ND

A 1

NK

D5/

16/2

016

3

03 of 23 General Plan, 5/16/2016 2:20:44 PM

575

580

585

590

595

600

605

610

615

0+00

EG

= 5

80.1

FL =

575

.45

FL =

575

.90

EG

= 5

80.2

1+00

EG

= 5

80.8

FL =

576

.14

FL =

576

.29

EG

= 5

81.3

2+00

EG

= 5

81.6

FL =

576

.44

FL =

576

.60

EG

= 5

81.6

3+00

EG

= 5

81.9

FL =

576

.75

FL =

576

.90

EG

= 5

82.4

4+00

EG

= 5

83.5

FL =

577

.05

FL =

577

.20

EG

= 5

89.7

5+00

EG

= 5

82.6

FL =

577

.44

FL =

577

.59

EG

= 5

82.1

6+00

EG

= 5

81.9

FL =

577

.75

FL =

577

.90

EG

= 5

82.2

7+00

EG

= 5

82.4

FL =

578

.05

FL =

578

.29

EG

= 5

82.4

8+00

EG

= 5

82.7

FL =

578

.44

FL =

578

.59

EG

= 5

83.1

9+00

EG

= 5

83.3

FL =

578

.74

FL =

578

.89

EG

= 5

83.6

10+00

EG

= 5

83.9

FL =

579

.04

FL =

579

.20

EG

= 5

84.1

11+00

EG

= 5

84.2

FL =

579

.43

FL =

579

.59

EG

= 5

84.5

12+00

EG

= 5

84.5

FL =

579

.74

FL =

579

.89

EG

= 5

84.8

13+00

EG

= 5

85.2

FL =

580

.04

FL =

580

.19

EG

= 5

85.4

14+

EG

= 5

85.7

12" N

W. I

NV

. OU

T 57

6.07

12" E

. IN

V. I

N 5

76.0

7

MH

-1, S

TA. 0

+76.

18R

IM 5

80.5

1

396 L.F. OF 12" SDR26 PVC @ 0.30%

12" W

. IN

V. O

UT

577.

2712

" S. I

NV

. IN

577

.37

MH

-2, S

TA. 4

+76.

14R

IM 5

89.7

7

241 L.F. OF 12" PVC @ 0.30%

12" N

. IN

V. O

UT

578.

1012

" E. I

NV

. IN

578

.20

MH

-3, S

TA. 7

+21.

12R

IM 5

82.4

4

370 L.F. OF 12" PVC @ 0.30%

12" W

. IN

V. O

UT

579.

3212

" E. I

NV

. IN

579

.42

MH

-4, S

TA. 1

0+94

.91

RIM

584

.23

396 L.F. OF 12" PVC @ 0.30%

11' GRAVELDR. REPAIR

27 L.F. OFCONC.

ENCSMT.

EX

MH

STA

. 0+0

0R

IM 5

80.3

412

" S. I

NV

. OU

T 57

5.25

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

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40

17

OK

LAH

OM

A C

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TIFI

CA

TE O

F A

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OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

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S D

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SA

NIT

AR

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EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


4

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

575

580

585

590

595

600

605

610

615

14+00

FL =

580

.34

EXIST. GRADEELEV. (TYP.)

PROP. INVERTELEV. (TYP.)

EXISTINGGRADE

PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

04 of 23 Off-Site Gravity Swr PP, 5/13/2016 12:26:25 PM

+00

FL =

580

.34

FL =

580

.50

EG

= 5

85.9

15+00

EG

= 5

86.0

FL =

580

.73

FL =

580

.88

EG

= 5

86.1

16+00

EG

= 5

87.5

FL =

581

.03

FL =

581

.18

EG

= 5

86.2

17+00

EG

= 5

87.6

FL =

581

.42

FL =

581

.57

EG

= 5

87.7

18+00

EG

= 5

87.4

FL =

581

.72

FL =

581

.87

EG

= 5

87.9

19+00

EG

= 5

88.5

FL =

582

.03

FL =

582

.18

EG

= 5

85.3

20+00

EG

= 5

88.5

FL =

582

.42

FL =

582

.57

EG

= 5

88.7

21+00

EG

= 5

89.2

FL =

582

.72

FL =

582

.88

EG

= 5

89.5

22+00

EG

= 5

89.5

FL =

583

.03

FL =

583

.27

EG

= 5

89.8

23+00

EG

= 5

89.9

FL =

583

.41

FL =

583

.56

EG

= 5

90.0

24+00

EG

= 5

90.0

FL =

583

.71

FL =

583

.85

EG

= 5

89.2

25+00

EG

= 5

90.5

FL =

584

.09

FL =

584

.24

EG

= 5

89.7

26+00

EG

= 5

90.2

FL =

584

.39

FL =

584

.55

EG

= 5

90.3

27+00

EG

= 5

90.6

FL =

584

.70

FL =

584

.85

EG

= 5

91.4

28+

EG

= 5

92.9

12" W

. IN

V. O

UT

580.

6212

" E. I

NV

. IN

580

.72

MH

-5, S

TA. 1

4+94

.91

RIM

586

.04

179 L.F. OF 12" PVC @ 0.30%

12" W

. IN

V. O

UT

581.

2512

" E. I

NV

. IN

581

.35

MH

-6, S

TA. 1

6+77

.53

RIM

587

.47

296 L.F. OF 12" PVC @ 0.30%

12" W

. IN

V. O

UT

582.

2512

" SE

. IN

V. I

N 5

82.3

5

MH

-7, S

TA. 1

9+77

.53

RIM

588

.41

246 L.F. OF 12" PVC @ 0.30%

12" N

W. I

NV

. OU

T 58

3.10

12" S

E. I

NV

. IN

583

.20

MH

-8, S

TA. 2

2+27

.58

RIM

589

.59

232 L.F. OF 12" PVC @ 0.30%

12" N

W. I

NV

. OU

T 58

3.88

12" N

E. I

NV

. IN

583

.98

MH

-9, S

TA. 2

4+63

.56

RIM

590

.38

366 L.F. OF 12" SDR26 PVC @ 0.30%

12' GRAVELDR. REPAIR

STA. 21+51±FIBER-OPTICCABLE X-ING

396 L.F. OF8" PVC @ 0.40%

40 L.F.OF

CONC.ENCSMT.

23 L.F.OF

CONC.ENCSMT.

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


5

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

575

580

585

590

595

600

575

580

585

590

595

600

14+00

EG

= 5

85.7

28+00

FL =

584

.99



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161


+00

FL =

585

.00

FL =

585

.64

EG

= 5

93.7

29+00

EG

= 5

94.5

FL =

585

.79

FL =

585

.94

EG

= 5

94.5

30+00

EG

= 5

94.7

FL =

586

.08

FL =

586

.23

EG

= 5

96.0

31+00

EG

= 5

94.9

FL =

586

.38

FL =

586

.63

EG

= 5

97.7

32+00

EG

= 5

99.8

FL =

586

.85

FL =

587

.07

EG

= 6

03.2

33+00

EG

= 6

06.0

FL =

587

.27

FL =

587

.42

EG

= 6

07.7

34+00

EG

= 6

08.3

FL =

587

.58

FL =

587

.73

EG

= 6

05.9

35+00

EG

= 6

03.1

FL =

587

.88

FL =

588

.02

EG

= 6

06.4

36+00

EG

= 6

03.8

FL =

588

.19

FL =

588

.34

EG

= 5

95.7

37+00

EG

= 5

98.1

FL =

588

.50

FL =

588

.66

EG

= 6

08.1

38+00

EG

= 6

10.6

FL =

588

.81

FL =

588

.97

EG

= 6

10.7

39+00

EG

= 6

01.9

FL =

589

.12

FL =

589

.28

EG

= 5

98.9

40+00

EG

= 5

98.4

FL =

589

.43

FL =

589

.59

EG

= 5

97.9

41+00

EG

= 5

97.8

FL =

589

.74

FL =

589

.90

EG

= 5

98.4

42+

EG

= 5

98.8

12" S

W. I

NV

. OU

T 58

5.09

12" N

E. I

NV

. IN

585

.59

MH

-10,

STA

. 28+

33.5

4R

IM 5

93.4

6

304 L.F. OF 12" SDR26 PVC @ 0.30%

12" S

W. I

NV

. OU

T 58

6.50

12" N

. IN

V. I

N 5

86.6

0

MH

-11,

STA

. 31+

41.3

7R

IM 5

96.0

2

12" S

W. I

NV

. OU

T 58

8.12

12" S

E. I

NV

. IN

588

.15

MH

-13,

STA

. 35+

91.5

0R

IM 6

05.2

3

383 L.F. OF 12" HDPE @ 0.32%

12" N

W. I

NV

. OU

T 58

9.37

12" S

E. I

NV

. IN

589

.35

MH

-14,

STA

. 39+

78.2

0R

IM 5

98.9

1

STA. 29+55±FIBER-OPTIC and TELCABLE X-ING

STA. 36+02 TO STA. 39+76, 372 L.F. OF HWY. BORE W/ 18" DIA. STEEL CASING

307 L.F. OF 12"HDPE @ 0.32%

366 L.F. OF 12"PVC @ 0.30%

STA

. 36+

02±

NW

. HW

Y. R

/W

MH

-11B

STA

. 32+

61±

RIM

604

.11

12" E

. IN

V. I

N 5

87.1

512

" S. I

NV

. OU

T 58

7.10

MH

-12

STA

. 34+

76±

RIM

601

.52

12" N

E. I

NV

. IN

587

.81

12" W

. IN

V. O

UT

587.

80

120L.F. OF12" SDR26 PVC @ 0.43%

215 L.F. OF12" SDR26 PVC @ 0.31%

115 L.F. OF12" SDR26 PVC

@ 0.35%

STA. 39+80 TO STA. 42+80, 300 LF 18" DIA.STEEL CASING

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

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ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


6

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

580

585

590

595

600

605

610

615

620

580

585

590

595

600

605

610

615

620

EG

= 5

92.9

28+00

FL =

592

.88

42+00



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

PE

R O

TA C

OM

ME

NTS

NK

D4/

14/2

016

2


12" N

W. I

NV

. OU

T 59

0.33

8" N

E. I

NV

. IN

590

.64

MH

-15,

STA

. 42+

89.6

6R

IM 6

01.4

1

327 L.F. OF 8" SDR26 PVC @ 0.89%

8" W

. IN

V. O

UT

595.

898"

E. I

NV

. IN

596

.48

MH

-16,

STA

. 48+

04.8

4R

IM 6

03.9

8

8" W

. IN

V. O

UT

598.

598"

E. I

NV

. IN

598

.69

MH

-17,

STA

. 50+

42.3

8R

IM 6

06.0

9

234 L.F. OF 8" PVC

@ 0.90%

163 L.F. OF 8" PVC @ 1.00%

8" W

. IN

V. O

UT

600.

338"

SE

. IN

V. I

N 6

00.4

3

MH

-18,

STA

. 52+

09.5

0R

IM 6

08.0

6

111 L.F. OF 8" PVC @ 2.00%

8" N

W. I

NV

. OU

T 60

2.65

8" N

E. I

NV

. IN

602

.75

MH

-19,

STA

. 53+

24.3

8R

IM 6

10.0

1

161 L.F. OF 8" PVC @ 2.00%

8" S

W. I

NV

. OU

T 60

5.98

8" E

. IN

V. I

N 6

06.0

8

MH

-20,

STA

. 54+

89.8

6R

IM 6

14.2

9

STA. 46+42.9324" HDPE

CULV. X-INGINV. 598.24

S. 4170 RD.21' ASPH. REPAIR

STA. 47+94±GAS LINE X-ING

STA

. 42+

80±

SE

. HW

Y. R

/W

STA. 47+93±WATER LINE X-ING

S. 4170 RD.21' 16" DIA. STEEL CASING

8" S

W. I

NV

. OU

T 59

3.55

8" E

. IN

V. I

N 5

93.5

5

MH

-15B

, STA

. 46+

20.2

8R

IM 6

02.5

1

181 L.F. OF 8" SDR26 PVC @ 1.30%

18" DIA.STEEL CASING

STA. 47+43±TEL X-ING

+00

FL =

590

.06

FL =

590

.21

EG

= 6

00.4

43+00

EG

= 6

01.2

FL =

590

.73

FL =

591

.18

EG

= 5

99.8

44+00

EG

= 5

98.7

FL =

591

.63

FL =

592

.08

EG

= 6

00.4

45+00

EG

= 6

00.4

FL =

592

.53

FL =

592

.98

EG

= 6

01.0

46+00

EG

= 6

02.0

FL =

593

.43

FL =

594

.00

EG

= 6

01.6

47+00

EG

= 5

98.1

FL =

594

.61

FL =

595

.21

EG

= 6

03.3

48+00

EG

= 6

03.9

FL =

595

.82

FL =

596

.88

EG

= 6

04.1

49+00

EG

= 6

04.1

FL =

597

.33

FL =

597

.77

EG

= 6

04.9

50+00

EG

= 6

05.8

FL =

598

.22

FL =

598

.76

EG

= 6

06.2

51+00

EG

= 6

07.1

FL =

599

.25

FL =

599

.74

EG

= 6

07.5

52+00

EG

= 6

08.0

FL =

600

.23

FL =

601

.21

EG

= 6

08.7

53+00

EG

= 6

09.6

FL =

602

.18

FL =

603

.26

EG

= 6

10.4

54+00

EG

= 6

11.0

FL =

604

.23

FL =

605

.20

EG

= 6

12.7

55+00

EG

= 6

14.7

FL =

606

.12

FL =

606

.32

EG

= 6

17.2

56+

EG

= 6

17.8

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


7

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

585

590

595

600

605

610

615

620

625

585

690

695

600

605

610

615

620

625

42+00

EG

= 6

01.6

56+00

FL =

607

.26



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

PE

R O

TA C

OM

ME

NTS

NK

D4/

14/2

016

2


384 L.F. OF 8" SDR26 PVC @ 0.40%

8" W

. IN

V. O

UT

607.

638"

E. I

NV

. IN

607

.73

MH

-21,

STA

. 58+

77.8

3R

IM 6

18.9

8

384 L.F. OF 8" SDR26 PVC @ 0.40%

8" W

. IN

V. O

UT

609.

288"

E. I

NV

. IN

609

.38

MH

-22,

STA

. 62+

65.8

3R

IM 6

20.5

1

384 L.F. OF 8" SDR26 PVC @ 0.40%

8" W

. IN

V. O

UT

610.

938"

E. I

NV

. IN

611

.03

MH

-23,

STA

. 66+

53.8

3R

IM 6

21.9

7

383 L.F. OF 8" SDR26 PVC @ 0.40%

60'GARDEN

REMOVE & REPLACE- SEE ENGR'S LIST

+00

FL =

606

.52

FL =

606

.72

EG

= 6

17.1

57+00

EG

= 6

18.3

FL =

606

.92

FL =

607

.12

EG

= 6

19.0

58+00

EG

= 6

19.2

FL =

607

.32

FL =

607

.52

EG

= 6

19.2

59+00

EG

= 6

18.9

FL =

607

.83

FL =

608

.03

EG

= 6

19.2

60+00

EG

= 6

19.3

FL =

608

.22

FL =

608

.42

EG

= 6

19.9

61+00

EG

= 6

20.5

FL =

608

.62

FL =

608

.82

EG

= 6

20.7

62+00

EG

= 6

20.7

FL =

609

.02

FL =

609

.22

EG

= 6

20.5

63+00

EG

= 6

20.1

FL =

609

.52

FL =

609

.72

EG

= 6

19.7

64+00

EG

= 6

20.1

FL =

609

.92

FL =

610

.12

EG

= 6

20.4

65+00

EG

= 6

20.6

FL =

610

.32

FL =

610

.52

EG

= 6

21.1

66+00

EG

= 6

21.5

FL =

610

.72

FL =

610

.92

EG

= 6

22.0

67+00

EG

= 6

22.3

FL =

611

.22

FL =

611

.42

EG

= 6

22.6

68+00

EG

= 6

23.2

FL =

611

.62

FL =

611

.82

EG

= 6

21.4

69+00

EG

= 6

20.7

FL =

612

.02

FL =

612

.22

EG

= 6

22.1

70+

EG

= 6

23.9

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


8

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

600

605

610

615

620

625

630

635

640

600

605

610

615

620

625

630

635

640

EG

= 6

19.2

56+00 70+00

FL =

613

.25



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161


+00

FL =

612

.42

FL =

612

.72

EG

= 6

26.0

71+00

EG

= 6

21.7

FL =

612

.91

FL =

613

.11

EG

=

72+00

EG

= 6

21.7

FL =

613

.40

FL =

613

.59

EG

= 6

22.1

73+00

EG

= 6

22.7

FL =

613

.79

FL =

614

.08

EG

= 6

21.9

74+00

EG

= 6

23.2

FL =

614

.28

FL =

614

.48

EG

= 6

25.3

75+00

EG

= 6

26.8

FL =

614

.68

FL =

614

.88

EG

= 6

27.3

76+00

EG

= 6

27.6

FL =

615

.08

FL =

615

.28

EG

= 6

28.1

77+00

EG

= 6

28.7

FL =

615

.59

FL =

616

.06

EG

= 6

27.9

78+00

EG

= 6

30.0

FL =

616

.53

FL =

617

.00

EG

= 6

30.2

79+00

EG

= 6

30.4

FL =

617

.47

FL =

617

.94

EG

= 6

30.8

80+00

EG

= 6

30.4

FL =

618

.41

FL =

618

.88

EG

= 6

30.5

81+00

EG

= 6

31.0

FL =

619

.89

FL =

620

.61

EG

= 6

31.9

82+00

EG

= 6

32.9

FL =

621

.34

FL =

622

.06

EG

= 6

33.7

83+00

EG

= 6

34.5

FL =

622

.78

FL =

623

.50

EG

= 6

34.9

84+

EG

= 6

35.5

EG

= 6

22.1

8" W

. IN

V. O

UT

612.

588"

S. I

NV

. IN

612

.68

MH

-24,

STA

. 70+

40.8

5R

IM 6

26.5

8

146 L.F. OF 8" PVC @ 0.40%

8" N

. IN

V. O

UT

613.

268"

S. I

NV

. IN

613

.36

MH

-25,

STA

. 71+

90.9

5R

IM 6

21.6

3

146 L.F. OF 8" PVC @ 0.40%

8" W

. IN

V. O

UT

615.

478"

E. I

NV

. IN

615

.57

MH

-26,

STA

. 76+

97.8

2R

IM 6

28.6

8

390 L.F. OF 8" SDR26 PVC @ 0.95%

8" W

. IN

V. O

UT

619.

288"

E. I

NV

. IN

619

.78

MH

-27,

STA

. 80+

92.2

8R

IM 6

30.8

1

311 L.F. OF 8" SDR26 PVC @ 1.46%

8" N

. IN

V. O

UT

613.

948"

E. I

NV

. IN

614

.04

MH

-25A

, STA

. 73+

40.8

0R

IM 6

21.8

3

353 L.F. OF 8" SDR26 PVC @ 0.40%

STA. 76+98±:REQ'D SWR. INV. 617.70± FOR0.50 FT. DROP FROM FUTURESEWER TIE-IN OF CREEK X-INGFROM SOUTH @ 0.40% SLOPE.

STA. 80+92±:REQ'D INV. OUT 619.28±FOR 0.50 FT. DROPFROM FUTURE SEWERTIE-IN OF CREEK X-INGFROM SOUTH @ 0.40%SLOPE.

STA. 77+26±WATER LINE X-INGSTA. 77+10.89

EX. 12" DIA.RCP X-INGINV. 627.47

7' ASPH. DR.REPAIR

RAY RD.19' ASPH. REPAIR

221.00' GRAVEL DR. REPAIR

18'GRAVEL DR.

REPAIR

RAY RD.19' 16" DIA. STEEL CASING

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


9

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

610

615

620

625

630

635

640

645

650

610

615

620

625

630

635

640

645

650

EG

= 6

21.5

70+00 84+00

FL =

626

.98



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161


+00

FL =

624

.23

FL =

625

.05

EG

= 6

36.1

85+00

EG

= 6

36.6

FL =

625

.77

FL =

626

.49

EG

= 6

37.0

86+00

EG

= 6

37.0

FL =

627

.21

FL =

627

.94

EG

= 6

37.3

87+00

EG

= 6

37.4

FL =

628

.66

FL =

629

.37

EG

= 6

38.2

88+00

EG

= 6

38.8

FL =

629

.96

FL =

630

.55

EG

= 6

39.5

89+00

EG

= 6

40.4

FL =

631

.15

FL =

631

.74

EG

= 6

41.0

90+00

EG

= 6

42.3

FL =

632

.34

FL =

632

.93

EG

= 6

42.6

91+00

EG

= 6

42.8

FL =

633

.60

FL =

634

.04

EG

= 6

43.9

92+00

EG

= 6

46.4

FL =

634

.49

FL =

636

.74

EG

= 6

46.7

93+00

EG

= 6

46.1

FL =

637

.04

FL =

637

.33

EG

= 6

43.0

94+00

EG

= 6

46.0

FL =

637

.63

FL =

637

.93

EG

= 6

46.6

95+00

EG

= 6

45.1

FL =

638

.22

FL =

638

.52

EG

= 6

46.4

96+00

EG

= 6

47.2

FL =

638

.82

FL =

639

.71

EG

= 6

48.8

97+00

EG

= 6

50.9

FL =

640

.77

FL =

641

.84

EG

= 6

53.0

98+

EG

= 6

53.9

8" W

. IN

V. O

UT

624.

338"

E. I

NV

. IN

624

.43

MH

-28,

STA

. 84+

07.2

7R

IM 6

35.5

8

295 L.F. OF 8" PVC @ 1.46%

128 L.F. OF 8" SDR26 PVC @ 0.92%

393 L.F. OF 8" PVC @ 0.60%

8" W

. IN

V. O

UT

638.

938"

E. I

NV

. IN

639

.03

MH

-32,

STA

. 96+

18.5

7R

IM 6

48.0

3

8" W

. IN

V. O

UT

628.

758"

NE

. IN

V. I

N 6

28.8

5

MH

-29,

STA

. 87+

06.4

4R

IM 6

37.4

6

379 L.F. OF 8" PVC @ 1.20%

8" S

W. I

NV

. OU

T 63

3.40

8" N

E. I

NV

. IN

633

.50

MH

-30,

STA

. 90+

89.3

2R

IM 6

42.8

9

8" S

W. I

NV

. OU

T 63

4.68

8" E

. IN

V. I

N 6

36.5

8

MH

-31,

STA

. 92+

21.6

9R

IM 6

46.7

8

201 L.F. OF 8" PVC @ 2.18%

STA. 90+89±:REQ'D INV. OUT 633.40±

FOR 0.50 FT. DROPFROM FUTURE SEWERTIE-IN OF CREEK X-ING

FROM SOUTHEAST @0.40% SLOPE. STA. 92+21±:

REQ'D INV. OUT 634.68±FOR 0.50 FT. DROPFROM FUTURE SEWERTIE-IN OF CREEK X-INGFROM SOUTHEAST @0.40% SLOPE.

STA. 87+06±:REQ'D INV. OUT 628.75± FOR O.5O FT. DROPFROM FUTURE SEWER TIE-IN OF CREEK X-INGFROM SOUTH @ 0.40% SLOPE.

SWAN RD.21' ASPH. REPAIR

SWAN RD.21' 16" DIA.

STEEL CASING

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


10

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

630

635

640

645

650

655

660

625

630

635

640

645

650

655

660

665

1 INCH = FT.

( IN FEET )

050 25 50

50

630

635

640

645

650

655

660

620

625

620

625

625

630

635

640

645

650

655

660

665

EG

= 6

37.0

84+00 98+00

FL =

646

.84



PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161


575

+00

FL =

642

.90

FL =

645

.55

EG

= 6

54.7

99+00

EG

= 6

54.5

FL =

646

.03

FL =

646

.50

EG

= 6

54.3

100+00

EG

= 6

54.4

FL =

646

.97

FL =

647

.45

EG

= 6

55.0

101+00

EG

= 6

55.3

FL =

648

.02

FL =

648

.50

EG

= 6

55.9

102+00

EG

= 6

57.2

FL =

648

.97

FL =

649

.45

EG

= 6

56.7

103+00

EG

= 6

57.0

FL =

649

.93

FL =

650

.51

EG

= 6

57.3

104+00

EG

= 6

64.6

FL =

650

.98

FL =

651

.45

EG

= 6

73.1

105+00

EG

= 6

73.1

FL =

651

.92

FL =

652

.39

EG

= 6

65.9

106+00

EG

= 6

59.7

FL =

652

.86

FL =

653

.34

EG

= 6

68.9

106+84.63

EG

=FL

= 6

54.0

3640

645

650

655

660

665

670

675

680

8" S

. IN

V. O

UT

647.

678"

N. I

NV

. IN

647

.77

MH

-34,

STA

. 100

+73.

49R

IM 6

55.1

1

246 L.F. OF 8" PVC @ 0.97%

246 L.F.OF 8" PVC

@ 0.96%

8" W

. IN

V. O

UT

643.

408"

N. I

NV

. IN

645

.30

MH

-33,

STA

. 98+

23.3

3R

IM 6

54.6

1

342 L.F. OF 8" HDPE @ 1.00%

8" S

. IN

V. O

UT

650.

158"

N. I

NV

. IN

650

.25

MH

-35,

STA

. 103

+23.

63R

IM 6

57.1

6

STA. 103+23±:REQ'D INV. OUT 652.60±W/ 0.50 FT. DROP FROMFUTURE SEWER TIE-INOF CREEK X-ING FROM

EAST.

STA. 98+23±:REQ'D INV. OUT 643.40± W/ 0.50 FT. DROPFOR FUTURE SEWER TIE-IN OF CREEKX-ING FROM SOUTH @ 0.40% SLOPE.

STA. 103+36±WATER LINE X-ING

STA. 103+30 TO STA. 106+60334' OF HWY. BORE W/ 16" DIA. STEEL CASING

STA. 106+68±FIBER-OPTIC CABLE X-INGDEPTH UNKNOWN

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


11

JUN

E 3

0, 2

017

PE-21479

20

16

640

645

650

655

660

665

670

675

680

1 INCH = FT.

( IN FEET )

050 25 50

50

98+00

EG

= 6

54.2



640

PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161


625

0+00

EG

= 6

62.6

FL =

FL =

655

.43

EG

= 6

64.8

1+00

EG

= 6

67.3

FL =

662

.15

FL =

663

.05

EG

= 6

68.0

2+00

EG

= 6

69.2

FL =

664

.70

FL =

665

.23

EG

= 6

70.4

3+00

EG

= 6

74.2

FL =

668

.30

FL =

668

.57

EG

= 6

76.7

4+00

EG

= 6

79.0

FL =

668

.84

FL =

669

.10

EG

= 6

82.0

5+00

EG

= 6

73.3

FL =

669

.37

FL =

677

.56

EG

= 6

80.5

6+00

EG

= 6

90.2

FL =

686

.97

FL =

690

.72

EG

= 6

94.1

7+00

EG

= 6

96.9

FL =

693

.54

FL =

696

.46

EG

= 6

99.8

8+00

EG

= 7

02.9

FL =

699

.59

FL =

702

.69

EG

= 7

06.1

9+00

EG

= 7

09.8

FL =

706

.57

FL =

709

.15

EG

= 7

12.5

10+00

EG

= 7

15.3

FL =

711

.92

FL =

714

.90

EG

= 7

18.2

11+00

EG

= 7

21.3

FL =

718

.00

FL =

721

.03

EG

= 7

24.4

12+00

EG

= 7

27.2

FL =

723

.82

FL =

727

.09

EG

= 7

30.4

13+

EG

= 7

33.4

655

660

665

670

675

680

685

690

S. 8

" IN

V. O

UT

653.

67E

. 6" I

NV

. IN

655

.43

MH

-36,

STA

.106

+85

Off-

Site

Gra

vity

=

RIM

662

.55

STA

. 0+0

0.00

Off-

Site

Pre

ssur

e

STA. 1+44±WATER LINE X-ING STA. 2+68.84, HORIZ.

45° BEND, ELEV. 665.31

STA. 3+00.00, HORIZ.45° BEND, ELEV. 668.30

STA. 0+64.36, VERT.45° BEND, ELEV. 655.42


414 L.F. OF FULL DEPTH AGGR. REPAIR


STA. 2+83±AT&T FIBER OPTIC X-ING

STA. 7+38.09EX. 22" x 36"CMP ARCHINV. 685.84

15' ASPH. DR.REPAIR

332 L.F. OF FULL DEPTH AGGR. REPAIR

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


12

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

710

715

720

725

730

735

740

745

750

680

685

690

695

700

705

710

715

720

625

655

660

665

670

675

680

685

690

710

715

720

725

730

735

740

745

750

680

685

690

695

700

705

710

715

720

13+00

FL =

730

.22



EXIST.GRADE

6" DIA. H.D.P.E. DR 11(200 P.S.I.) D.I.P.S.PRESSURE SEWERW/ MIN. 36" COVER

EXIST.GRADE


EXIST.GRADE


PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161

EXACT LOCATION OF UTILITIES ISUNKNOWN DUE TO LIMITEDMARKINGS. LOCATION SHOWN ISAPPROXIMATE. HAND DIGGING ISEXPECTED TO BE NECESSARY INSOME LOCATIONS.

12 of 23 Off-Site Pressure Swr PP, 5/13/2016 12:35:42 PM

+00

FL =

730

.06

FL =

732

.83

EG

= 7

36.2

14+00

EG

= 7

40.5

FL =

736

.10

FL =

738

.59

EG

= 7

42.2

15+00

EG

= 7

44.9

FL =

741

.82

FL =

744

.84

EG

= 7

48.4

16+00

EG

= 7

51.8

FL =

747

.50

FL =

750

.41

EG

= 7

54.0

17+00

EG

= 7

57.7

FL =

753

.45

FL =

756

.54

EG

= 7

60.8

18+00

EG

= 7

63.1

FL =

759

.42

FL =

761

.34

EG

= 7

63.8

19+00

EG

= 7

66.3

FL =

763

.63

FL =

765

.47

EG

= 7

68.1

20+00

EG

= 7

69.7

FL =

766

.61

FL =

768

.03

EG

= 7

71.2

21+00

EG

= 7

73.3

FL =

769

.10

FL =

769

.97

EG

= 7

73.7

22+00

EG

= 7

73.8

FL =

770

.71

FL =

770

.82

EG

= 7

74.5

23+00

EG

= 7

75.7

FL =

770

.94

FL =

771

.06

EG

= 7

76.3

24+00

EG

= 7

75.0

FL =

771

.17

FL =

771

.82

EG

= 7

75.2

25+00

EG

= 7

76.7

FL =

773

.15

FL =

773

.02

EG

= 7

76.6

26+00

EG

= 7

76.6

FL =

772

.96

FL =

773

.00

EG

= 7

76.5

27+

EG

= 7

75.8

45'ASPH. DR.

REPAIR

STA. 13+67.03, HORIZ.22 1/2° BEND, ELEV. 733.80

STA. 14+02.01, HORIZ.22 1/2% BEND, ELEV. 736.27




STA. 17+81±AT&T FIBER OPTIC X

STA. 16+25±GAS X-ING IN AREA

STA

. 24+

90.2

7A

IR /

VA

CU

UM

RE

LEA

SE

VA

LVE

RIM

776

.69

16' ASPH. DR.REPAIR

S. 4183 RD.33' ASPH. REPAIR

20' ASHP. DR.REPAIR

24'FIELDENTR.

REPAIR

59' ASPH. DR.REPAIR 19' ASPH. DR.

REPAIR

20' ASPH. DR.REPAIR

6 L.F. OFCONC.

ENCSMT.

X-ING

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


13

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

730

735

740

745

750

755

760

765

740

745

750

755

760

765

770

775

780

740

745

750

755

760

765

770

775

780

730

735

740

745

750

755

760

765

13+00

EG

= 7

33.6

27+00

FL =

772

.24



EXIST.GRADE

6" DIA. H.D.P.E. DR 11(200 P.S.I.) D.I.P.S.

PRESSURE SEWERW/ MIN. 36" COVER

EXIST.GRADE


725 725

PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161



+00

FL =

772

.07

FL =

771

.09

EG

= 7

74.9

28+00

EG

= 7

74.1

FL =

770

.32

FL =

769

.68

EG

= 7

73.4

29+00

EG

= 7

72.4

FL =

768

.84

FL =

768

.18

EG

= 7

72.5

30+00

EG

= 7

71.0

FL =

767

.58

FL =

766

.28

EG

= 7

69.8

31+00

EG

= 7

68.5

FL =

765

.03

FL =

763

.56

EG

= 7

67.1

32+00

EG

= 7

66.5

FL =

761

.74

FL =

760

.02

EG

= 7

63.5

33+00

EG

= 7

61.2

FL =

757

.73

FL =

755

.55

EG

= 7

59.0

34+00

EG

= 7

57.4

FL =

753

.14

FL =

750

.57

EG

= 7

55.2

35+00

EG

= 7

51.3

FL =

747

.93

FL =

745

.22

EG

= 7

49.8

36+00

EG

= 7

46.9

FL =

742

.43

FL =

739

.60

EG

= 7

44.8

37+00

EG

= 7

40.0

FL =

736

.58

FL =

733

.73

EG

= 7

37.6

38+00

EG

= 7

33.6

FL =

731

.10

FL =

727

.54

EG

= 7

32.7

39+00

EG

= 7

30.2

FL =

725

.01

FL =

722

.01

EG

= 7

25.6

40+00

EG

= 7

19.4

FL =

715

.74

FL =

710

.52

EG

= 7

14.4

41+

EG

= 7

09.6

19' ASPH. DR.REPAIR

29' ASPH. DR.REPAIR


34' ASPH. DR.REPAIR




STA. 38+63±WATER LINE X-ING DEPTH UNKNOWN

STA. 38+72± AT&T FIBER OPTIC X-ING

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


14

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

735

740

745

750

755

760

765

770

775

700

705

710

715

720

725

730

735

740

735

740

745

750

755

760

765

770

775

700

705

710

715

720

725

730

735

740

27+00

EG

= 7

75.6

41+00

FL. =

705

.91



EXIST.GRADE



EXIST.GRADE

6" DIA. H.D.P.E. DR11(200 P.S.I.) D.I.P.S.


PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161



+00

FL =

705

.90

FL =

700

.38

EG

= 7

04.0

42+00

EG

= 7

01.2

FL =

697

.55

FL =

694

.38

EG

= 6

97.9

43+00

EG

= 6

96.1

FL =

692

.57

FL =

687

.18

EG

= 6

90.8

44+00

EG

= 6

88.3

FL =

684

.80

FL =

683

.41

EG

= 6

87.1

45+00

EG

= 6

85.2

FL =

681

.33

FL =

679

.24

EG

= 6

84.0

46+00

EG

= 6

81.4

FL =

674

.74

FL =

671

.78

EG

= 6

78.8

47+00

EG

= 6

74.9

FL =

670

.72

FL =

669

.76

EG

= 6

72.5

48+00

EG

= 6

71.4

FL =

668

.08

FL =

667

.13

EG

= 6

70.3

49+00

EG

= 6

69.0

FL =

665

.83

FL =

665

.41

EG

= 6

68.5

50+00

EG

= 6

68.5

FL =

665

.12

FL =

665

.05

EG

= 6

69.5

51+00

EG

= 6

69.6

FL =

664

.99

FL =

664

.85

EG

= 6

68.5

52+00

EG

= 6

67.7

FL =

664

.15

FL =

663

.71

EG

= 6

67.3

53+00

EG

= 6

64.4

FL =

660

.75

FL =

657

.23

EG

= 6

60.9

54+00

EG

= 6

57.1

FL =

653

.43

FL =

649

.84

EG

= 6

54.3

55+

EG

= 6

52.9


20' ASPH. DR.REPAIR

32' CONC.SPILLWAY


INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


15

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

675

680

685

690

695

700

705

710

715

645

650

655

660

665

670

675

680

685

645

650

655

660

665

670

675

680

685

675

680

685

690

695

700

705

710

715

41+00

EG

= 7

09.2

FL =

649

.45

55+00



EXIST.GRADE



EXIST.GRADE



PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161



+00

FL =

649

.32

FL =

649

.32

EG

= 6

56.2

56+00

EG

= 6

56.7

FL =

649

.32

FL =

649

.32

EG

= 6

53.8

57+00

EG

= 6

55.5

FL =

649

.32

FL =

649

.32

EG

= 6

59.8

58+00

EG

= 6

60.5

FL =

649

.32

FL =

649

.32

EG

= 6

56.2

59+00

EG

= 6

61.4

FL =

649

.32

FL =

649

.32

EG

= 6

59.5

60+00

EG

= 6

56.7

FL =

649

.32

FL =

649

.32

EG

= 6

54.2

61+00

EG

= 6

51.9

FL =

648

.42

FL =

646

.50

EG

= 6

49.9

62+00

EG

= 6

48.2

FL =

644

.69

FL =

643

.19

EG

= 6

46.7

63+00

EG

= 6

45.3

FL =

641

.88

FL =

640

.69

EG

= 6

44.2

64+00

EG

= 6

43.0

FL =

639

.49

FL =

638

.20

EG

= 6

41.7

65+00

EG

= 6

40.5

FL =

637

.01

FL =

635

.91

EG

= 6

39.4

66+00

EG

= 6

38.3

FL =

634

.87

FL =

633

.91

EG

= 6

37.4

67+00

EG

= 6

36.5

FL =

633

.07

FL =

631

.96

EG

= 6

35.4

68+00

EG

= 6

34.6

FL =

631

.12

FL =

630

.87

EG

= 6

34.5

69+

EG

= 6

34.7

32' CONC.SPILLWAY

S. 4190 RD.(WALTERS RD.)

22' ASPH. REPAIR





INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


16

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

625

630

635

640

645

650

655

660

665

625

630

635

640

645

650

655

660

665

55+00

EG

= 6

52.8

69+00

FL =

628

.81



EXIST.GRADE



PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161



625

630

635

640

645

650

655

660

665

+00

FL =

630

.87

FL =

630

.87

EG

= 6

34.6

70+00

EG

= 6

34.5

FL =

630

.82

FL =

630

.65

EG

= 6

34.5

71+00

EG

= 6

34.1

FL =

630

.49

FL =

630

.32

EG

= 6

33.8

72+00

EG

= 6

33.1

FL =

628

.16

FL =

625

.66

EG

= 6

31.9

73+00

EG

= 6

31.7

FL =

627

.25

73+25

EG

=FL

=

HORSEMENSENTRANCE TO

WILL ROGERS DOWNS34' ASPH. REPAIR

STA. 72+61±GAS LINE X-ING

STA. 72+62±WTR LINE X-ING


STA

. 73+

03.4

2, S

. EN

D O

FV

ALV

E V

AU

LT, R

IM 6

32.5

0

STA. 72+50.61, HORIZ.& VERT. 90° BEND, ELEV. 625.66

STA. 72+85.71, HORIZ.&VERT.45° BEND, ELEV. 627.25






GRAVITY SEWER STRUCTURE TABLESTRUC.

NO.

EXMH

MH-1

MH-2

MH-3

MH-4

MH-5

MH-6

MH-7

MH-8

MH-9

MH-10

MH-11

MH-11B

MH-12

MH-13

MH-14

MH-15

MH-15B

MH-16

MH-17

SEWERSTA.

0+00.00

0+76.18

4+76.14

7+21.12

10+94.91

14+94.91

16+77.53

19+77.53

22+27.58

24+63.56

28+33.54

31+41.37

32+60.93

34+75.89

35+91.50

39+78.20

42+89.66

46+20.28

48+04.84

50+42.38

RIM ORTC. ELEV.

580.15

580.51

589.77

582.44

584.23

586.04

587.47

588.41

589.59

590.38

593.46

596.02

602.85

601.47

605.23

598.91

601.41

602.51

603.98

606.09

SIZE & INV.ELEV. IN

SE 12" 575.25

E 12" 576.07

S 12" 577.37

E 12" 578.20

E 12" 579.42

E 12" 580.72

E 12" 581.35

SE 12" 582.35

SE 12" 583.20

NE 12" 583.98

NE 12" 585.59

N 12" 586.60

E 12" 587.15

NE 12" 587.81

SE 12" 588.15

SE 12" 589.35

NE 8" 590.64

E 8" 593.55

E 8" 596.48

E 8" 598.69

SIZE & INV.ELEV. OUT

NW 12"576.07

W 12"577.27

N 12"578.10

W 12"579.32

W 12"580.62

W 12"581.25

W 12"582.25

NW 12"583.10

NW 12"583.88

SW 12"585.09

SW 12"586.50

S 12"587.10

W 12"587.80

SW 12"588.12

NW 12"589.37

NW 12"590.33

SW 8"593.55

W 8"595.89

W 8"598.59


NO.

MH-18

MH-19

MH-20

MH-21

MH-22

MH-23

MH-24

MH-25

MH-25A

MH-26

MH-27

MH-28

MH-29

MH-30

MH-31

MH-32

MH-33

MH-34

MH-35

MH-36

SEWERSTA.

52+09.50

53+24.38

54+89.86

58+77.83

62+65.83

66+53.83

70+40.85

71+90.95

73+40.80

76+97.82

80+92.28

84+07.27

87+06.44

90+89.32

92+21.69

96+18.57

98+23.33

100+73.49

103+23.63

???

RIM ORTC. ELEV.

608.06

610.01

614.29

618.98

620.51

621.97

626.58

621.63

621.83

628.68

630.81

635.58

637.46

642.89

646.78

648.03

654.61

655.11

657.16

662.55

SIZE & INV.ELEV. IN

SE 8" 600.43

NE 8" 602.75

E 8" 606.08

E 8" 607.73

E 8" 609.38

E 8" 611.03

S 8" 612.68

S 8" 613.36

E 8" 614.04

E 8" 615.57

E 8" 619.78

E 8" 624.43

NE 8" 628.85

NE 8" 633.50

E 8" 636.58

E 8" 639.03

N 8" 645.30

N 8" 647.77

N 8" 650.25

E 6" 655.43


W 8"600.33

NW 8"602.65

SW 8"605.98

W 8"607.63

W 8"609.28

W 8"610.93

W 8"612.58

N 8"613.26

N 8"613.94

W 8"615.47

W 8"619.28

W 8"624.33

W 8"628.75

SW 8"633.40

SW 8"634.68

W 8"638.93

W 8"643.40

S 8"647.67

S 8"650.15

S 8"653.67


NO.

EX LIFT STA

MH-101

MH-102

MH-103

MH-104

MH-105

MH-106

MH-107

MH-108

MH-109

MH-110

SEWERSTA.

26+75.80

0+13.04

4+08.24

7+00.00

8+69.57

12+69.57

14+86.64

17+32.94

21+32.94

24+01.31

26+31.21

RIM ORTC. ELEV.

638.00

632.07

634.65

634.83

639.61

642.48

641.91

640.45

639.84

639.30

637.47

SIZE & INV.ELEV. IN

E 8" 628.45S 8" 634.05

N 8" 616.54

N 8" 618.22

NW 8" 619.46

N 8" 620.22

NE 8" 621.92

E 8" 622.87

NE 8" 623.94

N 8" 625.64

E 8" 626.79

NE 8" 627.79


SW 8"627.95

E 8"616.44

S 8"618.12

S 8"619.36

SE 8"620.12

S 8"621.82

SW 8"622.77

W 8"623.84

SW 8"625.54

S 8"626.69

W 8"627.69

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

OFF

-SIT

E P

RE

SS

UR

E S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


17

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

625

630

635

640

645

650

655

660

665

69+00

EG

= 6

34.5



EXIST.GRADE



PE

R O

DO

T C

OM

ME

NTS

KA

M3/

5/20

161



610

615

620

625

630

635

640

645

650

0+00

EG

= 6

31.9

FL =

612

.40

FL =

616

.68

EG

= 6

32.6

1+00

EG

= 6

33.6

FL =

616

.88

FL =

617

.09

EG

= 6

34.2

2+00

EG

= 6

34.8

FL =

617

.29

FL =

617

.49

EG

= 6

34.7

3+00

EG

= 6

34.8

FL =

617

.69

FL =

617

.89

EG

= 6

34.7

4+00

EG

= 6

34.7

FL =

618

.09

FL =

618

.38

EG

= 6

35.1

5+00

EG

= 6

35.3

FL =

618

.58

FL =

618

.77

EG

= 6

34.9

6+00

EG

= 6

34.4

FL =

618

.97

FL =

619

.17

EG

= 6

34.6

7+00

EG

= 6

34.8

FL =

619

.41

FL =

619

.65

EG

= 6

35.9

8+00

EG

= 6

37.9

FL =

619

.85

FL =

620

.05

EG

= 6

39.3

9+00

EG

= 6

40.0

FL =

620

.33

FL =

620

.54

EG

= 6

40.8

10+00

EG

= 6

41.2

FL =

620

.74

FL =

620

.94

EG

= 6

41.6

11+00

EG

= 6

41.9

FL =

621

.14

FL =

621

.34

EG

= 6

42.0

12+00

EG

= 6

42.2

FL =

621

.55

FL =

621

.75

EG

= 6

42.5

13+

EG

= 6

42.2

6 L.F. OF 8" SDR26 PVC @ 0.66%

391 L.F. OF 8" SDR26 PVC @ 0.40%288 L.F. OF 8" SDR26 PVC @ 0.40%


8" S

. IN

V. O

UT

619.

368"

NW

. IN

V. I

N 6

19.4

6

MH

-103

, STA

. 7+0

0.00

RIM

634

.83

8" S

. IN

V. O

UT

621.

828"

NE

. IN

V. I

N 6

21.9

2

MH

-105

, STA

. 12+

69.5

7R

IM 6

42.4

8

8" S

E. I

NV

. OU

T 62

0.12

8" N

. IN

V. I

N 6

20.2

2

MH

-104

, STA

. 8+6

9.57

RIM

639

.61

8" S

. IN

V. O

UT

618.

128"

N. I

NV

. IN

618

.22

MH

-102

, STA

. 4+0

8.24

RIM

634

.65

EXIST.GRADE



STA. 0+00.00, CTR. OF PROP.LIFT STATION WETWELL

RIM 632.50, 8" INV. IN 616.40BOTTOM ELEV. 612.40

STA. 12+22± &STA. 12+24±

BURIEDELECTRICAL

CONDUITX-INGS

STA.5+93±BURIEDELECTRICALCONDUITX-INGSTA. 0+58±

PROPOSEDWATER X-ING

51 L.F. OFAGGREG.SURFACEREPAIR

54 L.F. OFAGGREGATE

SURFACEREPAIR

32 L.F. OFAGGREGATE

SURF. REPAIR

305 L.F. OF ASPHALT PAVEMENT REPAIR

121 L.F. OFAGGREGATE SURFACE REPAIR

STA. 12+36±CONC. BLK. BARRIER

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

DVH/KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

NS

THE

CIT

Y O

F C

LAR

EM

OR

E

ON

-SIT

E G

RA

VIT

Y S

AN

ITA

RY

SE

WE

R E

XTE

NS

ION

CLA

RE

MO

RE

, RO

GE

RS

CO

UN

TY, O

KLA

HO

MA


18

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

610

615

620

625

630

635

640

645

650

13+00

FL =

622

.03

PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

AD

DE

ND

A 1

NK

D5/

16/2

016

3

18 of 23 On-Site Swr PP, 5/16/2016 1:40:46 PM

620

625

630

635

640

645

650

213 L.F. OF 8" SDR26 PVC @ 0.40%


226 L.F. OF 8" SDR26 PVC @ 0.40%

41 L.F. OF 8" SDR26 PVC @ 0.40%

8" S

W. I

NV

. OU

T 62

2.77

8" E

. IN

V. I

N 6

22.8

7

MH

-106

, STA

. 14+

86.6

4R

IM 6

41.9

1

8" S

. IN

V. O

UT

626.

698"

E. I

NV

. IN

626

.79

MH

-109

, STA

. 24+

01.3

1R

IM 6

39.3

0

8" S

W. I

NV

. OU

T 62

5.54

8" N

. IN

V. I

N 6

25.6

4

MH

-108

, STA

. 21+

32.9

4R

IM 6

39.8

4

8" W

. IN

V. O

UT

627.

698"

NE

. IN

V. I

N 6

27.7

9

MH

-110

, STA

. 26+

31.2

1R

IM 6

37.4

7

8" S

W. I

NV

. OU

T 62

7.95

EX

. BO

TTO

M 6

23.1

2±

EX

. 8" E

. IN

V. I

N 6

28.4

5E

X. 8

" S. I

NV

. IN

634

.05

EX

LIF

T S

TA, S

TA. 2

6+75

.80

RIM

638

.00

EXIST.GRADE

8" W

. IN

V. O

UT

623.

848"

NE

. IN

V. I

N 6

23.9

4

MH

-107

, STA

. 17+

32.9

4R

IM 6

40.4

5

242 L.F. OF 8" SDR26 PVC @ 0.40%

48 L.F. OFHORSETRACKREPAIR

100 L.F. OFHORSE TRACK REPAIR



XX

X

XX

X

STA. 20+77± & STA. 20+91±FENCE X-INGS

610

+00

FL =

622

.03

FL =

622

.23

EG

= 6

42.6

14+00

EG

= 6

42.9

FL =

622

.43

FL =

622

.63

EG

= 6

41.5

15+00

EG

= 6

41.9

FL =

622

.92

FL =

623

.12

EG

= 6

41.5

16+00

EG

= 6

41.2

FL =

623

.32

FL =

623

.52

EG

= 6

41.2

17+00

EG

= 6

40.6

FL =

623

.72

FL =

624

.00

EG

= 6

40.3

18+00

EG

= 6

39.5

FL =

624

.20

FL =

624

.40

EG

= 6

39.1

19+00

EG

= 6

38.3

FL =

624

.61

FL =

624

.81

EG

= 6

39.2

20+00

EG

= 6

41.0

FL =

625

.01

FL =

625

.21

EG

= 6

41.7

21+00

EG

= 6

40.7

FL =

625

.41

FL =

625

.70

EG

= 6

39.8

22+00

EG

= 6

40.6

FL =

625

.90

FL =

626

.10

EG

= 6

40.9

23+00E

G =

641

.1FL

= 6

26.3

0

FL =

626

.49

EG

= 6

40.8

24+00

EG

= 6

39.4

FL =

626

.71

FL =

626

.98

EG

= 6

37.1

25+00

EG

= 6

34.3

FL =

627

.18

FL =

627

.37

EG

= 6

36.3

26+00

EG

= 6

36.8

FL =

627

.57

FL =

627

.86

EG

= 6

37.7

26+75.80

EG

= 6

38.0

FL =

628

.20



INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

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ineering

.co

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17) 7

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19

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0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

050 25 50

50

615

620

625

630

635

640

645

650

13+00

EG

= 6

42.2

PE

R O

DO

T C

OM

ME

NTS

KA

M2/

5/20

161

EXISTING LIFT STATIONTO BE DEMOLISHED.REMOVE EXISTINGEQUIPMENT ANDGROUT FLOOR TOOUTLET ELEVATION.

2

PE

R O

DE

Q C

OM

ME

NTS

NK

D3/

2/20

162

AD

DE

ND

A 1

NK

D5/

16/2

016

3

19 of 23 On-Site Swr PP, 5/16/2016 1:07:19 PM

X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

E

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

HE

OH

EO

XXXXXX

XXXXXXXXX

X

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

TU

GT

UG

T

FO

FO

FOW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W

W W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W W W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

WWW

PS

PS

PS

PS

PS

PS

PS

PS

PSWET WELL

VALVEVAULT

6 IN. THICKAGGREGATE STONESURFACING OVER

GEOTEXTILE FABRIC

8'-0" x 4'-0"CONCRETE PAD

FOR STANDBYGENERATOR

14 FT. WIDEROLLER GATE

UNI-STRUT RACKFOR PUMP CONTROL& TRANSFER SWITCH

MH-101

G

3/4" DIA. GASLINE TO BE

INSTALLED BYCONTRACTOR

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

480V BURIEDELECTRICAL SERVICE,

POWER RISER & METER(INSTALLED BY CITY)

NOTE:PROVIDE 10' MINIMUM CLEARANCETO EXISTING WATER LINES.

PROPOSED5 FT. HIGHCHAIN LINKFENCE(SEE DETAIL)

40'

67'16.00'

14 FT. WIDEGATE OPENING

PROPOSED GASSUPPLY LINEAND METER TOBE INSTALLEDBY O.N.G.

REROUTE WATER LINES4 & 5 FT. ± OUTSIDE OFPROPOSED FENCE

RELOCATE YARD HYDRANTTO OUTSIDE OF NW. CORNEROF LIFT STA. SITE

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

G

G

89°46'15"

X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XPROPOSED CLAREMOREOVERHEAD ELECTRICSERVICE FROM WESTTO NEW SERVICE POLEHERE

RELOCATEDHYDRANT

EX. GUARD BLDG.

EXIST. AGGREG.ENTRANCE

EXIST. AGGREG.ENTRANCE

633

⅊

EXIST.R/W

OHE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

E

EXISTINGVERDIGRIS POWER

LINE CROSSINGWILL ROGERS

DOWN SITE

THIS CORNER OF THE LIFT STATIONSITE IS 85' EAST & 50' NORTH OF THE

SOUTHWEST CORNER OF THE WILLROGERS DOWNS PROPERTY.

85.50' x 118'INGRESS/EGRESS

EASEMENT

42' x 118' PERMANENTLIFT STATION EASEMENT

SERV(INSTALLED

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

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uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

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K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

KAM

1/27/2016

WIL

L R

OG

ER

S D

OW

NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

N

CIT

Y O

F C

LAR

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OR

E

LIFT

STA

TIO

N S

ITE

PLA

N

CLA

RE

MO

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20

JUN

E 3

0, 2

017

PE-21479

20

16

1 INCH = FT.

( IN FEET )

05 2.5 5

5

AD

DE

D E

AS

EM

EN

TSK

AM

2/5/

2016

1

AD

DE

ND

A 1

NK

D5/

16/2

016

3

20 of 23 Lift Sta Site Plan, 5/16/2016 2:03:09 PM

RETRACTABLE HANDLE DOOR "OPEN" LATCH

9'-0" LG.PRE-CAST REINF. CONC VALVE PIT

RIM ELEV. 632.50

FINISHED GRADEELEV. 632.00 (NOMINAL)

VALVE VAULT FLOORELEV. 625.50

GROUT FLOOR TO SLOPE TO DRAIN 2" DIA. P.V.C. DRAIN LINEWITH FLAP VALVE

HINGED SAFETYRETRO GRATE

1 56

9

2

WATERTIGHT JUNCTION BOX (NEMA 6)

CABLE HOOK (GALVANIZED)

WET WELL FLOORELEV. 612.40

INVERT IN ELEV. 616.40

HIGH LEVEL ALARMELEV. 621.40

LAG PUMP ONELEV. 620.40

LEAD PUMP ONELEV. 618.40

PUMPS OFFELEV. 616.40

CONDUIT TOCONTROL PANEL

GUIDE RAIL SUPPORT BRACKET BYPUMP MANUFACTURER

LIFT STATION SECTION A-A

PIPE, VALVE, & FITTING SCHEDULE

DESCRIPTIONNUMBER

4" FLANGED x THREADED END D.I.P.

4" FLANGED PLUG VALVE

4" FLANGED COUPLING ADAPTER W/ ANCHOR STUDS

4" FLANGED TEE

4" FLANGED 90° ELBOW

4" PLAIN END x PLAIN END D.I.P.

BASE ELBOW AND PUMP MATING FLANGE

(BY PUMP MANUFACTURER)

4" CHECK VALVE WITH OUTSIDE LEVER & WEIGHT

QUICK CONNECT THREADED COUPLING AND CAP

*

*

1

2

3

4

5

6

7

8

9

10

11

12

13

4" FLANGED x FLANGED D.I.P.

14

6" MECH. JOINT 45° ELBOW (IF REQ'D)15

6" DIA. VENT

STAINLESS STEELINSECT SCREEN

PUMP MATING FLANGE AND BASE ELBOWSYSTEM BY PUMP MANUFACTURER

GROUT FLOOR TOSLOPE TO PUMPS

PLACE PRE-CAST TANKAGE ON 8" LAYER OFCRUSHED STONE OVER COMPACTED EARTH(TYPICAL ALL TANKS)

4" FLANGED OMEGA FMG600 SERIES ELECTROMAGNETIC FLOW METER

4" FLANGED X PLAIN END DIP (W/ RETAINER GLAND OR LOCK GLAND)

6" X4" MECH. JOINT REDUCER

4" MECH JOINT PLUG VALVE W/ VALVE BOX

6"(TYP.)

1

1

4A

6" DIA. PRESSURESEWER TO OFF-SITE

PRESSURE SEWER

VALVE VAULT

15

45° MECH. JOINTELBOW (IF REQ'D)

6" DIA. VENT

LIFT STATION PLAN VIEW1/2" = 1'-0" N

PUMP WET WELL CHAMBER

INCOMING 8" GRAVITY SEWER

A

UNDERGROUNDCONDUIT

PORTABLEHOIST, SEE

DETAIL

48" x 48" HEAVY DUTY ALUMINUM ACCESSCOVER W/ HINGED SAFETY RETRO GRATE

TYPICAL BOTH CHAMBERS

56

56

13 11 10473 5

678

567

8

10'-0" DIA. PRECASTREINF. CONC MANHOLE

10

3

4 5 6

77 8

11

212

FLANGED SPOOL20" MIN.

6'-0" x 9'-0" PRECAST REINF.CONC VALVE VAULT

14 12

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

dd

ress

702 S

outh

M

ain

-

J

op

lin, M

isso

uri 64801

40

3 W

. F

irst

St., S

te. 3

00

- C

lare

mo

re, O

K 7

40

17

OK

LAH

OM

A C

ER

TIFI

CA

TE O

F A

UTH

OR

IZA

TIO

N N

UM

BE

R 1

372,

EX

PIR

ATI

ON

DA

TE

15040

KAM

1/27/2016

WIL

L R

OG

ER

S D

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NS

SA

NIT

AR

Y S

EW

ER

EX

TEN

SIO

N

THE

CIT

Y O

F C

LAR

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LIFT

STA

TIO

N D

ETA

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CLA

RE

MO

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21

JUN

E 3

0, 2

017

PE-21479

20

16

AD

DE

ND

A 1

NK

D5/

16/2

016

3

21 of 23 Lift Sta Dtls, 5/16/2016 2:17:36 PM

THERN 524FSOCKET BASE

LIFT STATION LID NOTES:1. THE CRANE SHALL BE A THERN 5124 DAVIT CRANE WITH A M2WORM GEAR HAND WINCH.2. CRANE SHALL BE POWDER COATED3. THE THERN 524F SOCKET BASE WITH POWDER COAT FINISHSHALL BE INSTALLED IN THE WET WELL LID.4. EACH LIFT STATION PUMP WEIGHS 948 LBS AND IS 63" TALL,AND THE LIFT STATION LID MUST BE DESIGNED TO LIFT THEPUMPS OUT OF THE WET WELL USING THE CRANE AND SWINGTHE CRANE 180 DEGREES TO UNLOAD THE PUMPS.

LIFT STATION LID & HOIST DETAIL

THERN 5124 DAVIT CRANE W/ M2 WORM GEAR HANDWINCH (CRANE SHALL BE POWDER COATED WITH30 FT OF STAINLESS STEEL WIRE ROPE)

10'-0" DIA.

HALLIDAY S2R4848ACCESS DOORS W/SERIES X RETRO GATE

6" DIA.VENT

TRANSFER SWITCH DETAIL

150 AMP GENERAC HTSAUTOMATIC TRANSFER

SWITCH(OR APPROVED EQUAL)

480V, 3 PHASEUNDERGROUND

ELECTRICALSERVICE FROM

GENERATOR SET


ELECTRICALSERVICE FROMSERVICE POLE

TO LIFT STATIONCONTROL PANEL

FLASHINGALARM LIGHT

DUPLEX PUMP CONTROL PANEL DETAIL

DUPLEX PUMPCONTROL PANELMOUNT FACINGSTATIONW/ TELEMETRY

SET POSTS INCONCRETE


ELECTRICALSERVICE FROM

GENERATOR SETTRANSFER SWITCH

PLASTIC MARKINGTAPE (TYP)

FIN. GRD.

MOUNT ELECTRICALEQUIPMENT ON 1-5/8" x

1-5/8" HOT DIPPED GALV.CHANNEL FRAME

(UNI-STRUT OR EQUAL)

HIGH WATER LEVELALARM HORN

18"

PLASTIC MARKINGTAPE (TYP)

FIN. GRD.

MOUNT ELECTRICALEQUIPMENT ON 1-5/8" x

1-5/8" HOT DIPPED GALV.CHANNEL FRAME

(UNI-STRUT OR EQUAL)

SET POSTS INCONCRETE

N.T.S. N.T.S.

#4 REBARS12" O.C.E.W.

18" THICKCONCRETESLAB

CONCRETE SLAB DETAIL

3"3"

18"

N.T.S.

18"

PLASTIC MARKING TAPE

12"

FIN. GRD.

SERVICE POLE DETAILN.T.S.

LIGHTNING ARRESTER, 300VTO GROUND, 2 POLE,GROUNDED NEUTRAL, 1PHASE, 3 WIRE

NOTE:ALL CONDUIT SHALL BEGALVANIZED RIGID STEEL,DIAMETER AND LENGTH ASREQUIRED.

30 FT. SERVICEPOLE, CLASS 4

480V SECONDARY SERVICEFURNISHED BY UTILITY

CONDUIT STRAPS, DIAMETER ASREQUIRED, FASTEN W/ LAG SCREWS

METER BOX, BY UTILITY

MAIN DISCONNECT SWITCH 100 AMP, 600 VOLT, FUSIBLE,

MOUNTED ON 1 5/8" x 1 5/8" HOTDIPPED GALV. CHANNEL FRAME

GROUND WIRE MOULDING STRIPAND STAPLES, 8 FT. LENGTH

#6 SINGLE CONDUCTOR, BARE COPPERGROUND WIRE CONNECTED TO 3/4" x 10'-0"COPPER CLAD GROUND ROD W/ GROUNDWIRE CLAMP

CONDUIT TODUPLEX PUMP

CONTROL PANEL

2. ALL MAIN LINE HOLES TO BE SAWED OR DRILLED AND COUPON PRESENTED

SADDLE, UNTIL TAP IS INSPECTED.3. TAPS SHALL BE LEFT UNCOVERED FOR ONE (1) FOOT ON EACH SIDE OF AT TIME OF INSPECTION.

POLYURETHANE IN PLACE OF SOLVENT WELDING.

STAINLESS STEEL STRAPSNEOPRENE COUPLING WITH

IN UNDISTURBED SOILCOUPLING TO BE MADE

TAPPED IN SAME MANNER WITH CHANGE OF TAPPING SADDLE AND EXPANDING1. PVC SHOWN, HOWEVER, CLAY TILE, CONCRETE, AND DUCTILE IRON SHALL BE

TO MAIN LINE

SOLVENT WELD

BEDDING MATERIALSAND OR GRAVEL

NOTES:

SADDLE

45° OR LESSAS REQUIRED,INSTALL BENDS

FINISHED GRADE

STRAPSWITH STAINLESS STEELSDR 35 TAPPING SADDLE

40 ADAPTERSDR 35 TO SCHEDULE

SERVICE LINE4" SCHEDULE 40

TAPPING SADDLE CENTER

SDR 35 MAIN LINE

SIDES MEASURED FROMSIX (6) INCHES ON ALLCONCRETE AROUND TAP

EARTHUNDISTURBED

4. FLOWABLE FILL MAY BE SUBSTITUTED FOR CONCRETE AROUND TAP (USE ODOT STD)

22° - 45°

CLASS A ROCK

SANITARY SEWER TAP DETAIL

PIPE

FORCE MAIN TRENCH & BEDDING DETAIL

0-10No. 8

ASTM DESIGNATION C33, GRADATION 67

PERCENT PASSING

90-10020-553/8

No. 4No. 8

N.T.S.

0-100-5

TRENCH BACKFILL

SIEVE SIZE

3/41

No. 16

100

0-5


PERCENT PASSING

PIPE BEDDING

NO. 43/81/2

SIEVE SIZE100

10-3085-100

6"12

"

AS

RE

Q'D

. PE

R P

LAN

S

6"

NOTE:TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6" BELOW BOTTOMOF PIPE AND BACKFILLED TO 6" ABOVE PIPE WITH GRAVEL ORCRUSHED STONE CONFORMING TO THE FOLLOWING GRADATION TOPROVIDE UNIFORM BEDDING FOR THE ENTIRE LENGTH OF THE PIPE.

COMPACTEDGRANULARSTONE BEDDING

COMPACTEDEARTH FILL

NON-POTABLEWATER MARKERTAPE AS REQ'D

NOTE: TRENCH SHALL BE EXCAVATED TOPROVIDE VERTICAL WALLS WHERE POSSIBLE

1.4 x PIPE DIA. + 12"OR 24" MINIMUM

1" BLOW-OFF VALVE

GALVANIZED STEEL STRAP

COMBINATION (AIR/VACUUM) VALVE INSTALLATION

48" M

IN.

PRESSURE SEWER

1" DIA. CRUSHED STONE

6" M

IN.

N.T.S.

FINISHED GRADE

NOTE:COMBINATION VALVES SHALL BE INSTALLED AT HIGH POINT LOCATIONS INPRESSURE SEWER AS INDICATED ON PLAN AND PROFILE DRAWINGS.

NEENAH #R1769-AMANHOLE FRAME & COVER

OR APPROVED EQUAL.

SERVICE SADDLE, FORD S71-807OR APPROVED EQUAL.

VAL-MATIC COMBINATIONAIR RELEASE AND AIRVACUUM VALVE MODEL NO.201C OR APPROVED EQUAL.1" THD. INLET & 1" NPTOUTLET, 10 1/2" MAX. HT.

1" BRASS CORP STOPW/ AWWA INLET &I.P.T. OUTLET

SOLID CONC. BLOCKSUPPORT (4 MIN.) ONCOMPACTED EARTH

EC

CE

NTR

ICC

ON

E S

EC

TIO

N

VA

RIA

BLE

VA

RIA

BLE

10 1/4"

8"

5 3/4"5 1/4"9"

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

E

ng

ineering

, In

c.

ww

w.trist

ate

-eng

ineering

.co

m

P.O

. B

ox

1867 -

J

op

lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

F

AX

(4

17) 7

81-4

714

Ma

iling

A

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22 of 24 Lift Sta Dtls, 5/16/2016 2:27:20 PM

X X X X X X X X X X X X X X X X X X X X X X X X




XXXXXXXXXXXXXXXXXXXXXXXX




3 1/2" DIA.GALV. SCH. 40STEEL POSTS

2" DIA. GALV. SCH.40 STEEL BRACES

2 STRANDTENSION WIRE

48"

48"

18"

7'-6" 12' PRIEFERT TUBE GATE

CHAIN-LINK FENCE DETAILS

POST TOPS ARE TO BE DOMED CAPS

POST TOPS

C

SHALL BE REMOVED AND REPLACED.DAMAGED DURING INSTALLATIONAND ALL POSTS WHICH AREBE PROTECTED AGAINST DAMAGEIN FOOTINGS. POST TOPS SHALLBE REMOVED AND REPLACEDOTHER CONDITIONS, THEY SHALLBECAUSE OF ROCKY SOILS ORDRIVEN TO DEPTHS INDICATEDNOTE: IF POSTS CANNOT BE

DAMAGED DURING INSTALLATIONAND ALL POSTS WHICH AREBE PROTECTED AGAINST DAMAGE

36" F

OR

60"

FE

NC

E

ANCHORAGE (DRIVEN)ALTERNATE LINE POST

TENSION WIRECOILED SPRING STEEL

MA

X.

3"

10' MAX.

13

1312

BARBED WIREEXTENSION BRACKET

WIREBARBED

6"6" VARIABLE

3

R/W

LIN

E

TRAVELEDWAY

8

5

9

13

7

CC

AA

B

4

WALK OPENING

7

BAB

8

4

5

8

FENCE

18"

24"

10"

DRIVE OPENING

3 LINE POST

4 GATE POST

2 END

7 GATE FRAME

6 TENSION WIRE

5 TOP RAIL

4 GATE POST

C

TYPICAL TRENCH DETAILS

FABRIC

10

11

3" M

AX

.

4" 1:1 SLOPE

C

13

8

5

A

4

9

7

B

3

6

1

10' MAX.

6

3" M

AX

.

B

A

HE

IGH

T O

F FE

NC

E

5

8

9

2

MANUFACTUREROR AS RECOMMENDED BYONE-HALF FABRIC HEIGHT

LINE POST TOPS

FABRIC TIES

(DOMED CAPS)POST TOPS

END OR CORNER CLAMP

1/4 " x 3/4 " PLATE

LEGEND

14

13

12

11

10

9 STRETCHER BAR BAND

8 STRETCHER BAR

7 GATE FRAME

6 TENSION WIRE

5 TOP RAIL

4 GATE POST

3 LINE POST

2 END, CORNER OR PULL POST

1 FABRIC

10' MAX.5

1 5/8 DIA.

3/8

1 5/8 DIA.

& PULLPOSTCORNER

C

B

A

C

B

A

C

B

A

DESCRIPTION

6 DIA.

HEIGHT OF FENCE

SIZE (IN.)60"

16"

42"

36"

12"

42"

36"

16"42"

36"

COMMENTSSIZE (IN.)

GATE STOP AND HOLD-BACK DETAIL

INSTALL 12" DIA. x 36" D

EEP

CONCRETE ENCASEMENT AROUND

VERTICAL 1 5/8" DIA. PIPE

FOR GATE STOP. TOP OF

CONCRETE SHALL BE AT

EXISTING GROUND LINE.

N.T.S.

GATE STOP AND HOLD-BACK DEVICE

FOR 2" DIA. GATE FRAME. ADJUST

TO PROPER HEIGHT FOR GATE SWING.

NOTE:GATE STOP, HOLD-BACK DEVICE, 15/8" DIA. PIPE, CONCRETEENCASEMENT, AND ACCESSORIESSHALL BE SUBSIDIARY TO THE CHAINLINK FENCE.

PIPE WITH CAP FOR FENCE

1 5/8" DIA. x 36" LONG

STOP.

VERTICAL PIPE.

TO FIT 1 5/8" DIA.

3/8" DIA. "U

" BOLT

6"±

3"

C

B

A

WIRE TIE TO TOP RAIL 1 FABRIC

2 CORNER POST

3 LINE POST 2 1/2 DIA.

6 DIA.

-

SDR 40

9 GAUGE

SDR 40

SDR 40

SDR 40

SDR 40

7 GAUGE

WIRE TIE TO TOP RAIL

GENERAL NOTES:

PULL POSTS SHALL BE USED AT SHARP BREAKS IN VERTICAL GRADE OR AT APPROXIMATE 500'CENTERS ON STRAIGHT RUNS OR AS DIRECTED BY THE ENGINEER.

DRILLED HOLES C IN SOLID ROCK SHALL PROVIDE A DIAMETER OF NOT LESS THAN 2"GREATER THAN THE MAXIMUM TRANSVERSE DIMENSION OF THE POST SECTION.

ALL POSTS SHOWN HAVE PROVISIONS TO SECURELY HOLD THE TOP TENSION WIRE INPOSITION AND ALLOW FOR REMOVAL AND REPLACEMENT OF A POST WITHOUT DAMAGING THETOP TENSION WIRE.

GATE DETAIL

CLASS "A"CONCRETEFOOTING

LIFT STATION GATE NOTE:THE LIFT STATION SITE SHALL HAVE A ROLLERTYPE GATE PER AN APPROVED MANUFACTURER.

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

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tate

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ineering

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23 of 24 Fencing Dtls, 5/16/2016 1:45:16 PM

10°E DIM.

C DIM.B DIM.

B DIM.

D DIM.

A DIM.

PIPE DIA. DIM. A.875" (22.23mm)

1.375" (34.93mm)

DIM. B.375" (9.53mm)

.625" (15.88mm)

DIM. C.250" (6.35mm).250" (6.35mm)

DIM. D1.094" (27.78mm)1.375" (34.93mm)

DIM. E1.875" (47.63mm)2.875" (73.03mm)

4.00" (101.6mm) - 6.00" (152.4mm)8.00" (203.2mm) - 12.0" (304.8mm)

METHOD OF INSTALLATION OF REPAIR SLEEVE WITHA-LOK FLEXIBLE CONNECTOR INTO AN EXISTING MANHOLE

1. MARK A PERIMETER 3 INCHES LARGER IN DIAMETER THAN THE DIAMETER OF THEREPAIR SLEEVE. ON THIS PERIMETER, EITHER CORE THE ENTIRE OPENING OR DRILL ASERIES OF 1 INCH OR LARGER HOLES A MAXIMUM OF 5 INCHES APART,CIRCUMFERENTIALLY AND CENTER TO CENTER.

2. SET REPAIR SLEEVE IN HOLE ON CORRECT GRADE. MORTAR COMPLETELY WITHNON-SHRINK GROUT OF THORITE, BLENDCRETE, OR AN APPROVED EQUAL. MIXMATERIAL AS PACKAGED WITH CLEAN WATER. PACK ANNULAR SPACE FIRMLY WITHGROUT AND SHAVE EXCESS MATERIAL EVEN WITH WALL. DO NOT INSTALL INTEMPERATURES BELOW 35°F.

3. ALLOW MATERIAL TO CURE A MINIMUM OF SIX HOURS BEFORE INSTALLING PIPE.

4. FOLLOW THE GROUT MANUFACTURER'S MIXING, PLACING AND CURINGRECOMMENDATIONS.

5. MANHOLE SHALL NOT BE BACKFILLED AND SHALL BE KEPT DRY FOR A MINIMUM OFEIGHT HOURS TO ALLOW CURING OF NON-SHRINK GROUT.

6. FLATWALL FIELD SLEEVE CAN BE MADE UPON REQUEST.

7. TO DETERMINE OVERALL HEIGHT OF FIELD SLEEVE USE THE FOLLOWING FORMULA:DIM. E x 2 + A-LOK I.D. = HEIGHT

N.T.S.A-LOK FIELD SLEEVE DETAIL

RADIUSAS REQ'D.

WALL THICKNESSAS REQ'D.

AVERAGEPIPE O.D.

NOT TO SCALE

MANHOLE FRAME & COVER DETAIL

MANHOLE FRAME & COVER SHALL BELOCATED 90° FROM OUTLET SEWER

CENTERLINE ON ALL MANHOLES

FLOW

FLO

W

23"

NOT TO SCALEPRECAST MANHOLE DETAIL

6" MIN.

FLOW

#4 REBARS 12" O.C.E.W.

12" M

IN.

NOTES1. ALL JOINTS OF PRECAST MANHOLE TO BE SEALED WITH RAM-NEK PREFORMED PLASTICGASKET INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.2. ALL PIPE CONNECTIONS TO MANHOLES SHALL BE SEALED WITH A-LOK COMPRESSIONGASKETS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.3. THE OUTSIDE OF THE PRECAST MANHOLES SHALL BE WATERPROOFED IN ACCORDANCEWITH THE SPECIFICATIONS.4. PRECAST BOTTOM SECTION FOR MANHOLE IS ALLOWABLE.5. THE INVERTS SHALL BE 18" TO 24" AT THE HIGH POINT ABOVE THE FLOWLINE OF THE SEWER.6. ALL RINGS SHALL BE REVERSIBLE AND SET UPWARD. A MAXIMUM OF 2 DONUTS AREALLOWED BUT NOT TO EXCEED A HEIGHT OF 9 INCHES.7. AN IN-PLACE OR PORTABLE LADDER SHALL BE SUPPLIED IN LIEU OF STEPS.8. ALL MANHOLES SHALL BE VACUUM TESTED.

DEETER FOUNDRY,INC. NO 1130

MANHOLE FRAMEAND BOLTED

COVER

TOP OF RIM ELEVATION ASSHOWN ON PLAN & PROFILEDRAWINGS

SPACER RINGIF REQUIRED

DEPTH TO FLOWLINEVARIES, SEE PLAN &

PROFILE DRAWINGS FORREQUIRED DEPTH

2'-8"ECCENTRIC

CONESECTION

4'-0" DIA.MIN.

NOT TO SCALESTREET REPAIR DETAIL

BEDDING MATERIAL

6" MIN.

6" MIN.

VA

RIE

S,

SE

E P

RO

FILE

SFO

R D

EP

TH

SEWER CONSTRUCTION

GRANULARBACKFILL

1.4 x PIPE O.D. + 12" MIN.1.4 x PIPE O.D. + 16" MAX.

EXISTINGASPHALTPAVEMENT

1 1/2" ASPHALTOVERLAY OVER

4" THICK CONCRETEPATCH

ALL TRENCHES ACROSS STREETS, ALLEYS, AND PUBLIC DRIVEWAYSSHALL BE BACKFILLED TO NATURAL OR FINISHED GRADE WITH APPROVEDGRANULAR MATERIAL AS SOON AS CONDITIONS PERMIT. THE GRADE ISTO BE MAINTAINED UNTIL COMPACTED OR APPROVED BY THE ENGINEER.AFTER COMPACTION BY TRAFFIC OR APPROVED EQUIPMENT, A SIX INCHCONCRETE PATCH IS TO BE ADDED. THE CONCRETE SHALL BE A MINIMUMOF 3500 PSI AIR ENTRAINED CONCRETE. THE MAXIMUM SIZE AGGREGATESHALL NOT EXCEED 1/4TH OF THE SLAB THICKNESS. A TACK COAT SHALLBE PLACED ON THE CONCRETE PATCH BEFORE THE ASPHALT IS LAID.

12"MIN.

(TYP.)

EXISTING GRADE

NO SCALECONCRETE ENCASEMENT DETAIL

6" MIN.

LES

S T

HA

N

VARIES

6" MIN.

3000 P.S.I.CONCRETE

SECTION

BEDDING MATERIAL

TRENCH & BEDDING DETAILNOT TO SCALE

6" MIN.

6" MIN.

VA

RIE

S,

SE

E P

RO

FILE

SFO

R D

EP

TH

SEWER CONSTRUCTION

EARTHBACKFILL


WATER LINE CROSSING DETAILNO SCALE

20'-0"

24" M

IN.

SEWER LINE(CENTER PIPE SECTION

UNDER WATER LINE)

WATER LINE

NOT TO SCALETHRUST BLOCK DETAILS

(2500 PSI MIN.)CONCRETE

CONCRETE(2500 PSI MIN.)

BEARING AREAVARIES - SEE TABLE

CONCRETE(2500 PSI MIN.)

BEARINGAREA

VARIESSEE TABLE

BE

AR

ING

AR

EA

VA

RIE

S -

SE

E T

AB

LE

PRESS. SWR. LINE SIZE6" DIA. OR SMALLER

8" DIA.12" DIA.

MIN. THRUST BLOCKING AREA4 SQUARE FEET5 SQUARE FEET8 SQUARE FEET

REQUIRED ON TEES, ELLS,PLUGS, CAPS, VALVES, ETC.

PIPE

FORCE MAIN TRENCH & BEDDING DETAIL

0-10No. 8


PERCENT PASSING

90-10020-553/8

No. 4No. 8

N.T.S.

0-100-5

TRENCH BACKFILL

SIEVE SIZE

3/41

No. 16

100

0-5


PERCENT PASSING

PIPE BEDDING

NO. 43/81/2

SIEVE SIZE100

10-3085-100

6"12

"

AS

RE

Q'D

. PE

R P

LAN

S

6"

NOTE:TRENCH SHALL BE EXCAVATED TO A DEPTH OF 6" BELOW BOTTOMOF PIPE AND BACKFILLED TO 6" ABOVE PIPE WITH GRAVEL ORCRUSHED STONE CONFORMING TO THE FOLLOWING GRADATION TOPROVIDE UNIFORM BEDDING FOR THE ENTIRE LENGTH OF THE PIPE.

COMPACTEDGRANULARSTONE BEDDING

COMPACTEDEARTH FILL

NON-POTABLEWATER MARKERTAPE AS REQ'D

NOTE: TRENCH SHALL BE EXCAVATED TOPROVIDE VERTICAL WALLS WHERE POSSIBLE

1.4 x PIPE DIA. + 12"OR 24" MINIMUM

NOT TO SCALEENCASEMENT PIPE AND HIGHWAY BORE DETAIL

CL.

OF

HIG

HW

AY

2.5' MIN. DEPTHEPOXY COATED 12" WIDE RESTRAINEDCASING SPACERS AT 7'-0" ON CENTERCCI MODEL CSC12 OR EQUAL.

WELDED STEELENCASEMENT PIPE

WRAP AROUND 1/8" THICKNEOPRENE RUBBER CASINGEND SEAL. CCI MODEL ESW

OR EQUAL (TYPICAL)

HIG

HW

AY

RIG

HT-

OF-

WA

Y

HIG

HW

AY

RIG

HT-

OF-

WA

Y

ENCASEMENT PIPE SHALL BE SMOOTH WALLWELDED STEEL PIPE:

20" DIA. WITH MINIMUM WALL THICKNESS OF 0.250INCHES FOR 12" DIA. SDR26 PVC CARRIER PIPE.

16" DIA. WITH MINIMUM WALL THICKNESS OF 0.134INCHES FOR 8" DIA. SDR26 PVC CARRIER PIPE.

CARRIERSANITARYSEWER PIPE

3'-0

" MIN

.5"

6" 6"

2'-0" SQ. x 12" THICKCONC. PAD REINF.W/ 2 LAYERS OF#4'S @ 12" O.C. E.W.

4'-0

"M

IN. C

OV

ER

NOTE:VENT PIPE CONCRETE BASETO BE LOCATED OUTSIDEOF RIGHT-OF-WAY

IDENTIFICATIONSIGN

2" DIA. STEEL VENT PIPEW/ INSECT SCREEN

REGRADE SLOPELOCALLY AS REQ'D.

36" C

OV

ER

PROVIDE A UTILITY IDENTIFICATION SIGN AT EACHEND ON RIGHT-OF-WAY FENCE OR ON VENT PIPEIF NO FENCE IS AVAILABLE. THE SIGN SHALL BE AMINIMUM OF 130 SQ. IN. AND INCLUDE THEFOLLOWING INFORMATION:

DIA. SANITARY SEWERCITY OF CLAREMORE104 MUSKOGEECLAREMORE, OK 74017EMERGENCY CONTACT:DIRECTOR OF PUBLIC WORKS918-341-2066

NOTE:CONCRETE ENCASEMENTSHALL BE REQUIRED WHERELESS THAN 36" OF COVER OVERCARRIER PIPE IS PROVIDED.

BEDDING MATERIAL

GRAVEL ROAD AND DRIVE REPAIR DETAILNOT TO SCALE

6" MIN.

6" MIN.

VA

RIE

S,

SE

E P

RO

FILE

SFO

R D

EP

TH

SEWER CONSTRUCTION


GRANULARBACKFILL

INIT

.D

ATE

RE

VIS

ION

S

JOB NO.

NO

.

CHKD. BY

DRAWN BY

DATE

CU

STO

ME

R

PR

OJE

CT

SHEET NO.

CIVIL ENG.

Cop

yrig

ht, , Tri-S

tate

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ineering

, In

c.

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.co

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lin, M

isso

uri 64802

TO

LL F

RE

E 1

-86

6-7

81

-06

43

Phone (4

17) 7

81-0

643 -

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AX

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17) 7

81-4

714

Ma

iling

A

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ress

702 S

outh

M

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lin, M

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00

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