100__Plans.pdf

PDF 28 MB Posted Mar 22, 2017

Attached to: Canton Blaine Park Remediation/Various Improvements
Solicitation number: W912BV-17-R-0018
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

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File	Type	Posted
amendment0004.pdf	PDF	Apr 24, 2017
amendment_0003.pdf	PDF	Apr 18, 2017
amendment_0002.pdf	PDF	Apr 4, 2017
amendment0001.pdf	PDF	Mar 29, 2017
solicitation.pdf	PDF	Mar 22, 2017
Canton_Blaine_Park_Remediation-Various_Improvements_Specs.pdf	PDF	Mar 22, 2017

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Production Center

SWD Dam Safety

US Army Corps

Of Engineers

Dam Safety Production Center Southwestern Division of Engineers

US Army Corps

IN THIS SET AS INDEXED ON FOLLOWING SHEET

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURE AFFIXED BELOW INDICATES OFFICIAL

IN THIS SET AS INDEXED ON FOLLOWING SHEET

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURE AFFIXED BELOW INDICATES OFFICIAL

Tulsa, Oklahoma

Corps of Engineers

U. S. Army Engineer District, Tulsa

Office of the District Engineer

DALLAS

FT WORTH

LUBBOCK

AMARILLO

ABILENE

AUSTIN

SAN

ANTONIO

HOUSTON

WICHITA

FALLS

REESE AFB

ENID

ELK CITY

LAWTON

ADA

OKLAHOMA

CITY

TULSA

EDMOND

ARDMORE

McALESTER

HENRYETTA MUSKOGEE40

LOCATION

PROJECT

RFP# W912BV-17-R-0018

NORTH CANADIAN RIVER AND TRIBUTARIES, OKLAHOMA

CANTON LAKE, BLAINE COUNTY

FY: 17

CONTRACT # W912BV-17-C-XXXX

CANTON

VARIOUS IMPROVEMENTS

BLAINE PARK REMEDIATION

FEBRUARY 2017

REGULATION ER 1110-1-8152)

(AS REQUIRED BY ENGINEER

OFFICE: TULSA DISTRICT

TITLE: CHIEF, ENGINEERING & CONSTRUCTION

APPROVED BY: DANIEL W. ANDERSON, P.E.

REGULATION ER 1110-1-8152)

(AS REQUIRED BY ENGINEER

OFFICE: SWD DAM SAFETY PRODUCTION CENTER

TITLE: DIRECTOR

CONCURRED BY: MARK A. LOCKE, P.E.

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Production Center

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®of Engineers

US Army Corps

IN THIS SET AS INDEXED ON THIS SHEET*

RECOMMENDATION AND APPROVAL OF ALL DRAWINGS

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL

ER 1110-1-8152)

(* AS REQUIRED BY ENGINEERING REGULATION

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DATE: 02/21/2017

TITLE: DIRECTOR, SWD DSPC

CONCURRED BY: MARK A. LOCKE, P.E.

DATE: 02/21/2017

TITLE: CHIEF, E&C DIVISION, SWT

APPROVED BY: DANIEL W. ANDERSON, P.E.

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LOCATION

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ELK CITY

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OKLAHOMA CITY

BARTLESVILLE

TULSA

HENRYETTA

ADA

McALESTER

ARDMORE

LAWTON

DURANT HUGO

MUSKOGEE

LOCATION

PROJECT

SHT. # FOR SEQUENTIAL ORDER OF SHEETS.

DELINEATE BETWEEN FEATURES OF WORK. SEE

SHT. REF. # SKIPS SEQUENCE IN ORDER TO

NOTE:

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3.4

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21+84.31

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6+ .8

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24+71.10

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0+ 00.00A

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DRAIN

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SEPTIC

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LATERAL FIELD

UGT

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X X X X

2"W

1/2"PVC

X X X

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BUOY LINE

CHANNEL

NEW

AND STOCKPILE AREA

CONTRACTOR STAGING

CHANNEL REPAIR

TOE DRAIN

AND CHANNEL OUTFALL

TRICKLE CHANNEL

AUXILIARY SPILLWAY

LOOP ROAD REPAIR

BLAINE PARK AND

PARKING REPAIR

OVERLOOK CAFE

LINE PROTECTION

AND UTILITY

CULVERT REPAIR

DOWNSTREAM

AND GRADING

EROSION REPAIR

UPSTREAM

AND PROJECT ACCESS

PROJECT LIMITS, STAGING AREAS

SITE ACCESS SH58A

SITE ACCESS COUNTY ROAD

EROSION REPAIR

DOWNSTREAM DIAPHRAM WALL

C A

400'0 200'

N 395,344.81

E 1,789,189.08

N 394,426.15

E 1,788,569.20

N 393,416.65

E 1,788,507.59

N 392,834.05

E 1,789,371.00

N 392,636.58

E 1,790,478.54

N 392,237.64

E 1,790,785.74

N 392,340.16

E 1,791,830.26

N 392,477.65

E 1,792,059.92

N 393,381.98

E 1,791,628.43

N 394,435.74

E 1,792,339.48

N 395,065.36

E 1,792,156.48

N 395,660.57

E 1,793,056.45

N 395,040.98

E 1,793,068.86

N 395,222.73

E 1,793,343.67

N 395,600.25

E 1,793,336.11

N 395,837.69

E 1,793,695.23

N 396,133.35

E 1,793,499.74

N 394,883.39

E 1,791,609.20

CULVERT EROSION REPAIRS.

FOR RE-USE AND PLACEMENT FOR THE DOWNSTREAM DIAPHRAGM WALL AND

STOCKPILE EXISTING AND NEW STONE PROTECTION MATERIAL IN THE CHANNEL

GENERAL NOTE:

ENSURE POSITIVE DRAINAGE AWAY FROM FOOTINGS.

BUOY LINE FOOTING EXCAVATED MATERIALS SHALL BE RE-USED ON SITE TO

STOCKPILED IN THE PRIMARY SPILLWAY CHANNEL.

AUXILIARY SPILLWAY CHANNEL OUTFALL MATERIALS SHALL NOT BE

TRICKLE CHANNEL EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF-SITE.

DESIGNATED ON DRAWING.

BLAINE PARK RESTORATION STOCKPILE SHALL OCCUR IN AREAS AS

GRADING ACTIVITIES.

OFF-SITE. EXISTING RIPRAP SHALL BE RE-USED IF DISTURBED DURING

TOE DRAIN CHANNEL EXCAVATED MATERIAL SHALL BE DISPOSED OF

CO-LOCATED WITH FEATURE LOCATIONS IDENTIFIED THIS SHEET.

UNLESS IDENTIFIED OTHERWISE, CONTRACTOR STOCKPILE AREAS SHALL BE

KEYED NOTES:

PROJECT FEATURE LOCATIONS

PROJECT WORK LIMITS

SHEET LEGEND:

CHANNEL

AUXILIARY SPILLWAY

CHANNEL

PRIMARY SPILLWAY

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SWD Dam Safety

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US Army Corps

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SYMBOLSNOTES NOTES (CONT'D) ABBREVIATIONS

N E

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Y M

B O

SECTION NUMBER

SECTION IS SHOWN

SHEET NUMBER WHERE

SECTION NUMBER

SECTION IS SHOWN

SHEET NUMBER WHERE

SECTION NUMBER

SECTION IS SHOWN

SHEET NUMBER WHERE

SECTION NUMBER

SECTION IS SHOWN

SHEET NUMBER WHERE

DETAIL INDICATORS

SECTION INDICATORS

X501

X201

CROSSINGXING

WELDED WIRE MESHW.W.M.

WATER LINEWL

WITHW/

WATER; WESTW

VERTICAL POINT OF TANGENCYVPT

VERTICAL POINT OF INTERSECTIONVPI

VEHICLES PER DAY (TRAFFIC)VPD

VERTICAL POINT OF CURVATUREVPC

VERTICAL CURVEVC

VERTICALV, VERT

UNLESS NOTED OTHERWISEUNO

UNDER GROUNDUG

TYPICALTYP

TEMPORARYTEMP

TRAFFIC-BOUND SURFACE COURSETBSC

TANGENT CURVET

STANDARDSTD

STATIONSTA

STREETST

STAINLESS STEELSSTL

SQUARE FEETSQ. FT.

SPACING, SPACESSPA

SLOPESL.

SIGNALSIG

SHEETSHT

SCHEDULESCH

SOUTHS

RIGHTRT

RIGHT-OF-WAYROW, RW

REQUIREDREQ'D

REINFORCED, REINFORCEMENTREINF

RADIUS OF CURVERC

RADIUSR

PIEZOMETERPZ

PAVEMENTPVMT

POLYVINYL CHLORIDEPVC

POINT OF TANGENCY; POINTPT

POUNDS PER SQUARE INCHPSI

PLAN AND PROFILEP & P

PERVIOUS PERV

POINT OF INTERSECTIONPI

PERMANENTPERM

POINT OF COMPOUND CUREPCC

POINT OF CURVATUREPC

OVERHEADOH

TRANSPORTATION

OKLAHOMA DEPARTMENT OF ODOT

OUTSIDE DIAMETERO.D.

ON CENTERO.C.

NORTHWESTNW

NOT TO SCALEN.T.S.,NTS

NOT IN CONTRACTN.I.C.

NORTH AMERICAN DATUMNAD

NORTHN

MINIMUMMIN

MANHOLEMH

MANUFACTURERMFG

MAXIMUMMAX

MAINTENANCEMAINT

LEFTLT

LONGITUDINALLONG

LIFT JOINTL.J.

LENGTH OF CURVEL

POUNDSLBS

JOINTJT

INCHIN, "

INSIDE FACEI.F.

INSIDE DIAMETERI.D.

HIGHWAYHWY

HEADWALLHDWL

HORIZONTALH, HORZ

GALVANIZEDGALV

GAUGEGA

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FEET, FOOTFT, '

FLOW LINEFL

FEDERAL HIGHWAY ADMINISTRATIONFHWA

EXPANSIONEXP

EXISTINGEXIST

EACH WAYE.W.

EQUAL SPACINGE.S.

EASEMENTESMT

EQUAL SPACES/SPACINGEQ. SPA.

END OF PAVEMENTE.O.P.

ELEVATIONELEV

ELECTRICALELEC

ELECTRICAL BOXELBX

EACH LAYERE.L.

ELEVATIONEL

EACHEA

EASTE

DOWELDWL

DRAWINGDWG

DOWNSTREAMDS

DRIVEDR

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA, ø

DEGREE OF CURVEDC

DEMOLITIONDEMO

CENTERSCTRS

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

CORRUGATED METAL PIPECMP

CONTROL JOINTCLJ

CLEAR COVERCLR. CVR.

CENTER LINECL

CONSTRUCTION JOINTC.J.

CAST IN PLACEC.I.P.

CHANNELCHNL

CENTER TO CENTERC.C.

BOTTOMBTM

BEGINNING OF PAVEMENTB.O.P.

BOTTOM LAYERB.L.

BACKWALLBKWL

BOTTOM FACEB.F.

AVENUEAVE

APPROXIMATELYAPPROX.

APPROACHAPPR

ASPHALTIC CONCRETEA.C.

HIGHWAY AND TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATEAASHTO

C A

THE PLANS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL NOT DEVIATE FROM THE SITE ACCESS LIMITS SHOWN ON

ON SHEET G-002 (PROJECT LIMITS).

1. PRIMARY ACCESS TO THE CANTON CONSTRUCTION SITE SHALL BE AS SHOWN

PROJECT SITE ACCESS NOTES:

OKLAHOMA STATE PLANE NAD83, NORTH ZONE, US FOOT.

ON G-602 REFLECTS A REPROJECTION OF THE ORIGINAL ALIGNMENT TO

NAD27 NORTH PROJECTION. EMBANKMENT ALIGNMENT INFORMATION SHOWN

3. ORIGINAL EMBANKMENT ALIGNMENT WAS BASED ON OKLAHOMA STATE PLANE

ALIGNMENT SHOWN ON THESE SHEETS.

2. THE CURRENT EMBANKMENT CREST ROAD MAY NOT ALIGN WITH THE EMBANKMENT

EXISTING EMBANKMENT CREST ALIGNMENT.

SUBSEQUENT HISTORIC PHASES OF REHABILITATION MAY HAVE ALTERED THE

FURNISHED INFORMATION, WAS USED FOR THE DEVELOPMENT OF THE DRAWINGS.

THE AS-BUILT CONSTRUCTION DOCUMENTS PROVIDED AS GOVERNMENT

1. THE ORIGINAL EMBANKMENT ALIGNMENT AND STATIONING, AS SHOWN ON

EXISTING EMBANKMENT AND EXISTING CHANNEL ALIGNMENT NOTES:

11. STATION XX+XX.XXF - UPSTREAM DRAINAGE SWALE ALIGNMENT

10. STATION XX+XX.XXE - BLAINE PARK RECREATION LOOP ROAD ALIGNMENT

9. STATION XX+XX.XXD - BLAINE PARK CAMP ROAD ALIGNMENT

8. STATION XX+XX.XXC - TOE DRAIN CHANNEL ALIGNMENT

7. STATION XX+XX.XXV - DOWNSTREAM TOE DRAIN SYSTEM ALIGNMENT

6. STATION XX+XX.XXT - ABANDONED COLLECTOR DRAIN SYSTEM ALIGNMENT

5. STATION XX+XX.XX - AUXILIARY SPILLWAY CHANNEL ALIGNMENT

4. STATION XX+XX.XXR - EXISTING EARTHEN RIGHT ABUTMENT ALIGNMENT

3. STATION XX+XX.XXL - EXISTING EARTHEN LEFT ABUTMENT ALIGNMENT

2. STATION XX+XX.XXB - MAIN SPILLWAY CHANNEL ALIGNMENT

1. STATION XX+XX.XXA - EXISTING EARTHEN EMBANKMENT ALIGNMENT

NEW FEATURE ALIGNMENT:

THE FOLLOWING DETAILS THE NAMING CONVENTION FOR EXISTING AND

GENERAL FEATURE ALIGNMENT NOTES:

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD

CIVIL ENGINEERINGUFC 3-201-01

SAFETY OF DAMSER 1100-2-1156

USACE SAFETY AND HEALTH REQUIREMENTS MANUALEM 385-1-1

A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETSAASHTO

DESIGN CRITERIA:

DEVICES AND ODOT STANDARD SPECIFICATIONS.

APPLICABLE CRITERIA IN THE MANUAL ON UNIFORM TRAFFIC CONTROL

1. CONTRACTOR DEVELOPED TRAFFIC CONTROL PLAN SHALL CONFORM TO

TRAFFIC CONTROL AND TEMPORARY SIGNAGE:

SPRIG DISTURBED AREAS BEYOND 3'.

12. PLACE SOD MINIMUM 3' WIDTH ADJACENT TO ALL STRUCTURES AND TOP OF SLOPES.

11. CELLULAR TELEPHONE COVERAGE IS LIMITED IN THE PROJECT AREA.

DESIGNATED STOCKPILE AREAS.

10. CONTRACTOR SHALL DISPOSE ALL NON-CONTAMINATED SOIL MATERIAL IN

9. BURN PITS ARE NOT ALLOWED ON SITE.

8. NO CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE DISPOSED OF ON SITE.

SURVEY FEET AS THE PRIMARY UNIT OF MEASURE.

7. UNLESS STATED OTHERWISE, ALL CIVIL SHEETS WERE DESIGNED USING US

MEET EM 385-1-1 REQUIREMENTS.

TRANSMISSION LINES, SAFETY PRECAUTIONS SHALL BE IMPLEMENTED THAT

6. IF ANY EQUIPMENT NEEDS TO OPERATE WITHIN 20 FEET FROM POWER

LINES.

ANY POWER DISTRIBUTION LINES AND 20 FEET FROM POWER TRANSMISSION

5. WORKER TOOLS AND EQUIPMENT SHALL BE KEPT A MINIMUM OF 10 FEET FROM

PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING STRUCTURES

PROVIDED FOR INFORMATION ONLY.

3. INFORMATION SHOWN ON THESE DRAWINGS FOR EXISTING STRUCTURES IS

PROJECT SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

2. TREE REMOVAL FROM THE PROJECT BOUNDARIES ASSOCIATED WITH THIS

WORK.

UTILITY LINES MARKED, A MINIMUM OF 48 HOURS PRIOR TO COMMENCING ANY

1. CONTRACTOR SHALL CALL 811 AND LOCAL UTILITY OWNERS, AND HAVE ALL

GENERAL NOTES:

IN THE DEWATERING WORK PLAN.

2. CONTRACTOR IS TO ASSUME THAT GROUNDWATER EXISTS AT THE SITE AND ACCOUNT FOR THIS

APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.

SUBMIT A DEWATERING WORK PLAN 30 DAYS PRIOR TO START OF EXCAVATION FOR GOVERNMENT BE REQUIRED FOR ALL TOE DRAIN, TRICKLE, AND SEEPAGE CHANNEL WORK. CONTRACTOR IS TO

PLACEMENT OF FILL, STONE PROTECTION, CONCRETE, ETC. DEWATERING WILL ESPECIALLY

1. CONTRACTOR IS RESPONSIBLE FOR DEWATERING ALL EXCAVATIONS TO ALLOW FOR PROPER

DEWATERING

RE-CONSTRUCTED SLOPES FOLLOWING FILTER MATERIAL PLACEMENT.

EXISTING SLOPES FOR EROSION REPAIR ACTIVITIES SHALL BE REPLACED ON THE

1. STOCKPILED STONE PROTECTION AND RIPRAP MATERIAL TEMPORARILY REMOVED FROM THE

EXISTING EMBANKENT AND APPURTANCES

NO SPECIFIC ACTIVITY SEQUENCING IS REQUIRED ON THIS PROJECT.A.

2. MINIMUM SEQUENCING REQUIREMENTS

DEMOBILIZATION AND FINAL PROJECT CLOSEOUTO.

AS-BUILT DOCUMENT PREPARATION, SUBMISSION, AND APPROVALN.

GRADING / INSTALLATION OF PERMANENT EROSION CONTROL / REVETMENTM.

CONSTRUCT APPLICABLE TEMPORARY ACCESS RAMPSL.

CLEARING, GRUBBING, AND STRIPPING WORK AREAS, BORROW AREA, STAGING AREASK.

DEWATERING SYSTEM INSTALLATIONJ.

BUOY LINE FOOTING CONSTRUCTIONI.

BUOY LINE PROCUREMENTH.

CONTRACTOR TEMPORARY HAUL ROADSG.

TEMPORARY CONSTRUCTION SIGNAGE, BARRICADESF.

CONTRACTOR EROSION CONTROL AND STORMWATER POLLUTION PREVENTIONE.

PRE-CONSTRUCTION SUBMITTAL DEVELOPMENT, SUBMISSION, APPROVALD.

PRE-CONDITION ASSESSMENT SURVEYS (VIDEO, NOTES, UTILITIES)C.

MOBILIZATION ON SITE, CONTRACTOR CONSTRUCTION OFFICESB.

CONTRACTOR ACCESS - INGRESS / EGRESS, PROJECT SITE ACCESS, CROSSINGSA.

APPROVED PROJECT SCHEDULE. THE ACTIVITIES SHOWN BELOW MAY NOT BE ALL-INCLUSIVE.

1. THE CONTRACTOR SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING ACTIVITIES IN THE

PROJECT CONSTRUCTION ACTIVITY NOTES:

THE CONTRACTING OFFICER IMMEDIATELY AND AVOID THESE AREAS.

CONTRACTOR ENCOUNTERS ANY AREAS OF CULTURAL SIGNIFICANCE THEY SHALL INFORM

2. CULTURALLY SIGNIFICANT AREAS HAVE NOT BEEN INDENTIFIED ON THIS SITE. IF THE

PROJECT LIMITS.

1. THE CONTRACTOR SHALL NOT PERFORM CONSTRUCTION ACTIVITIES OUTSIDE OF

ENVIRONMENTAL / CULTURAL RESOURCE NOTES:

ON G-002 AND SHALL BE PROTECTED ACCORDING TO APPLICABLE SPECIFICATIONS.

THIS CONTRACT SHALL BE PERMANENTLY STOCKPILED IN THE DESIGNATED AREAS SHOWN

2. ANY EXCESS MATERIAL GENERATED AS A RESULT OF CONSTRUCTION ACTIVITIES UNDER

GOVERNMENTAL) BORROW AND WASTE.

BALANCE ANALYSIS PERFORMED BY THE GOVERNMENT TO MINIMIZE OFF-SITE (NON-

1. THE LINES AND GRADES SHOWN ON THE FOLLOWING SHEETS REPRESENT A SITE MASS

MASS BALANCE / PROJECT SITE LIMIT NOTES:

PEDESTRIAN TRAFFIC.

OFFICER AND SHALL BE DESIGNED TO ACCOMMODATE ANTICIPATED VEHICULAR OR

2. ANY TEMPORARY RAMPS SHALL BE SUBMITTED FOR APPROVAL BY THE CONTRACTING

ACTIVITIES IN THIS CONTRACT SHALL CONFORM TO REQUIREMENTS IN EM 385-1-1.

1. ANY PROJECT RAMPS, TEMPORARY OR PERMANENT, RELATED TO CONSTRUCTION

PROJECT RAMP NOTES:

2.5H:1VOTHER TEMPORARY FEATURES - B.

3H:1VOTHER PERMANENT AREAS -A.

ACTIVITIES:

2. UNLESS NOTED OTHERWISE, THE FOLLOWING SLOPES SHALL APPLY TO EARTHWORK

DEVIATION.

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO PERFORMING THE

LICENSED PROFESSIONAL ENGINEER ON THE PROPOSED CHANGES AND PROVIDED TO

AND GRADES SHOWN, BUT A SLOPE STABILITY ANALYSIS SHALL BE PERFORMED BY A

USACE SLOPE STABILITY ANALYSES. THE CONTRACTOR MAY DEVIATE FROM THE LINES

1. LINES AND GRADES IDENTIFIED ON THE FOLLOWING SHEETS WERE DEVELOPED FROM

GRADING REQUIREMENTS / SLOPES:

E D

R A

V I

G -6

F U

L L S

G-601G-601

1 CANTON DAM TOE DRAIN PIPE FLOW MEASUREMENTS

W M

E A

S U

R E

M E

POOL ELEVATION, RAINFALL, OR GROUNDWATER.

AND MAY BE GREATER THAN SHOWN BASED ON

FLOW RATES ARE APPROXIMATE

AS GOVERNMENT FURNISHED INFORMATION ONLY

INFORMATION SHOWN ON THIS SHEET IS PROVIDED

E N

A M

D W

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P R

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C A

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P L

O T D

A T

D A

T E

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D E

S C

C O

N T

R A

C T N

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W E

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SHEET

X X

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M /D

D /Y

Y Y

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X X

B V -1

-C -X

B V -1

-R -0

S I

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F u ll S iz e

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H A

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G -6

F U

L L S

G-602 G-602

1 CANTON DAM TRICKLE CHANNEL FLOW MEASURMENTS

W M

E A

S U

R E

M E

GROUNDWATER.

GREATER THAN SHOWN BASED ON RAINFALL OR

FLOW RATES ARE APPROXIMATE AND MAY BE

AS GOVERNMENT FURNISHED INFORMATION ONLY

INFORMATION SHOWN ON THIS SHEET IS PROVIDED

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A K

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V I, P

B L

E P

A R

K R

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N V

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M P

R O

V E

M E

N T S

G-603

O J E

C T A

N M

E N

T D

L L S

V I

G -6

G603

EXISTING EMBANKMENT ALIGNMENT

AUXILIARY SPILLWAY ALIGNMENT

TOE DRAIN CHANNEL ALIGNMENT

G603

6 BLAINE PARK ROADWAY ALIGNMENT

G603

UPSTREAM DRAINAGE SWALE ALIGNMENT

BLAINE PARK LOOP ROAD ALIGNMENT

E P

A L A

N D H

O R

O N

T A

L C

O N

T R

ELEV. 1578.631

E 1791968.2820 N 393713.7690

CANTON 4

V-001

C L

B P V -0

P V

H .d g n

SURVEY COMPLETED 12 MAY 2016.2.

(3501) VERTICAL DATUM: NAVD88, U.S. SURVEY FEET.

COORDINATE SYSTEM, LAMBERT PROJECTION, NORTH ZONE

HORIZONTAL DATUM: NAD 83(2011) OKLAHOMA STATE PLANE 1.

NOTES:

V001

SCALE IN FEET

30' 60' 120' 180'

HORIZONTAL CONTROL

BLAINE PARK VERTICAL AND

ELEV. 1614.3360

E 1790942.210 N 394624.155

CANTON 5

THE CHANNEL AS INDICATED

HAUL ROAD NO LONGER CROSSES

STILLING BASIN

SH58A

N J

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

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A P

P R

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O T S

C A

L E

P L

O T D

A T

D A

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S C

C O

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X X

B V -1

-C -X

B V -1

-R -0

S I

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F u ll S iz e

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P S O

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A N

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V I, P

B L

E P

A R

K R

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E D

N V

A R

U S I

M P

R O

V E

M E

N T S

1570.20

1575.22

1575.84

1576.63

1576.93

1576.94

1577.05

1577.25

1577.41

1577.46

1577.58

1577.66

1577.73 1578.04

1578.05

1578.21

1578.23

1579.12

1579.16

1579.29

1584.42

1586.23

1590.40

1598.82

1599.52

1599.68

1599.78

1600.36

1601.44

E N

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D W

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X X

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M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

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F u ll S iz e

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N D T

U T

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N T S

CRANE PAD

CONCRETE

2. REFERENCED SURVEY COMPLETED 12 MAY 2016.

NORTH ZONE (3501), NAD 83 US FEET; VERTICAL DATUM NAVD88, US FEET.

STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,

1. HORIZONTAL AND VERTICAL CONTROL DATUM IS BASED ON OKLAHOMA

NOTES:

ELEV. 1649.252

E 1790315.562 N 393975.367

CANTON

ELEV. 1649.109

E 1790200.220 N 393942.195

CANTON 2

ELEV. 1649.381

E 1790193.510 N 393952.614

SH 58A-2

ELEV. 1650.088

E 1790045.647

N 393724.951

CANTON 3

OVERLOOK CAFE

S T

A T E H

H W

A Y A

BUILDING

OVERLOOK

PARKING LOT

OVERLOOK CAFE

1638.74

1643.40

1645.44

1645.45

1645.47

MONITORING

WELL

MONITORING

WELL

MONITORING

WELL

MONITORING

WELL

MONITORING

WELL

MONITORING

WELL

1646.36

1646.64

1647.48

1648.46

1648.62

1649.59

1650.08

1651.57

1651.61

1648.23 X

A D

V E

R T

A L A

N D H

O R

O N

T A

L C

O N

T R

O L

V-002

C L

B P V -0

V L V

H .d g n

V002

1 VERTICAL AND HORIZONTAL CONTROL

OVERLOOK CAFE PARKING LOT

SCALE IN FEET

15' 30' 60' 90'

O V

E R

L O

O K C

A F

E P

A R

G L

O T

N J

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

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D E

S C

C O

N T

R A

C T N

D A

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W E

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SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

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F u ll S iz e

M L

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K E P

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O R P

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N D T

U T

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O U

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L A

H O

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C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

LATERAL FIELD

SEPTIC

TANK

JUNCTION

BOX

GAS

DRAIN

STORM

H Y

T P

E D

A/C

G A

V A

L V

C O

M M

B O

GUY

HYD

OFFICE

SIGN

C O

M M

B O

WATER

METER

SEPTIC

TANK

LATERAL FIELD

UGT

U G

UGE

MECH

XXXXX

X X X X

2"W

1/2"PVC

X X X

BUILDING

MAINTENANCE

OFFICE

PROJECT

21+05.40

21+84.31

P T

P C

O E

24+71.10

P I

60 1 2 3 4 5 7 8 9 10 11 12 13

14 15 16 17 18 19 20

21 22 2

0+ 00.00A

P O

22+ 15.46A

P C

.4 A

P I

P T

SH 58A-2

CANTON 2

CANTON

CANTON 3

CANTON 5

V-003

G S

U R

V E

Y A

N D C

O N

T R

C L

V I

V -0

S T

R E

SCALE IN FEET

V003

50' 100' 200' 300'

NCONTROL PLAN DOWNSTREAM

EXISTING SURVEY AND

SH58A

SPILLWAY CHANNELCL

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

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P R

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US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

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K E P

Q U

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O R P

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S A

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U .S

A R

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P S O

F E

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O U

T H

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T A

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A N

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N D T

U T

A R

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L A

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M A

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A K

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V I, P

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K R

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E D

N V

A R

U S I

M P

R O

V E

M E

N T S

21+05.40

0+ .0

2+76.79

3.4

9.7

21+84.31

6+ .8

16+4 4.15

60 1 2 3 4 5 7 8 9 10 11 12 13

14 15 16 17 18 19 20

21 22 2

0+ 00.00A

P O

22+ 15.46A

P C

.4 A

P I

P T

Rev 09 September 1991

SWT Form 598

Muskogee, Oklahoma

600 Emporia St., Ste."C"

Prepared By: Heartland Surveying and Mapping

Description of

SURVEY CONTROL DATA

Station

County

Year

State

Chief of Party

Described by

Locality

Section Township Range feet from line & feet from line

Distances & Directions To Prominent & Reference Marks

Object

Distance

(Feet)

Azimuth or

Bearing

Adjusted Horizontal Control Data

Order: Established by

Combined Scale Factor:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

ECode:

Zone:

State:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

State:

Zone:

Code:

Metric Conversion Factor:

Geodetic

Data Latitude

Longitude

Position

Elevation

Field Sketch Of Station

Elevation

Page

Book:

Location Map

RAVE

REEK

60D IN DBL ELM

BOX ELDER E. FACE

60D IN 30" DBL

BOX ELDER E. FACE

60D IN 38"

3" BRASS CAP

CANTON 4 OKLAHOMA

BLAINE B. KAUFMAN

2016 B. KAUFMAN

S.H. 58A

60D IN 38" BOX ELDER 54.4

60D IN 30" DOUBLE BOX ELDER 55.2

60D IN DOUBLE ELM 92.0

SECOND GPS

83(2011)

NORTH

US Survey Feet

393713.769

1791968.282

CANTON

NAVD 88

1578.631

NGVD 29

CANTON 4 (NTS)

(NTS)

5/9/16

N R

N2465 RD. N

58A

CANTON 4

CANTON 5

CANTON 6

0.999875348

3.280833333

CANTON 2

CANTON

CANTON 5

C A

N T

O N

Rev 09 September 1991

SWT Form 598

Description of

SURVEY CONTROL DATA

Station

County

Year

State

Chief of Party

Described by

Locality

Section Township Range feet from line & feet from line

Distances & Directions To Prominent & Reference Marks

Object

Distance

(Feet)

Azimuth or

Bearing

Adjusted Horizontal Control Data

Order: Established by

Combined Scale Factor:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

ECode:

Zone:

State:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

State:

Zone:

Code:

Metric Conversion Factor:

Geodetic

Data Latitude

Longitude

Position

Elevation

Field Sketch Of Station

Elevation

Page

Book:

Location Map

3" BRASS CAP

CANTON 5 OKLAHOMA

BLAINE B. KAUFMAN

2016 B. KAUFMAN

S.H. 58A

POST SOUTH OF GUARDRAIL 11.53

END OF HANDRAIL 62.5

P.I. GRADE CHANGE ON CONC. DAM 93.5

SECOND GPS

83(2011)

NORTH

US Survey Feet

394624.155

1790942.210

CANTON

NAVD 88

1614.336

NGVD 29

CANTON 5 (NTS)

(NTS)

5/9/16

11.53'

S57°E

GUARD RAIL

POST

CHANGE

P.I. GRADE

GRAVEL PARKING

AND DAM SPILL WAY

CONCRETE RETAINING WALL

WALKWAY

CONCRETE

IN CENTER OF

END OF HANDRAIL

N R

N2465 RD. N

58A

CANTON 4

CANTON 5

CANTON 6

0.999873577

3.280833333

Muskogee, Oklahoma

600 Emporia St., Ste."C"

Prepared By: Heartland Surveying and Mapping

V-004

G S

U R

V E

Y A

N D C

O N

T R

N S

T R

C L

V I

V -0

SCALE IN FEET

V004

1 DOWNSTREAM

EXISTING SURVEY AND CONTROL PLAN

50' 100' 200' 300'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

Rip Rap

Gravel

FL=1573.10

42" RCP

Rip Rap Rip Rap

Pedestrian Bridge

1568.95

1569.55

1569.57

1569.70

1569.84

1570.25

1570.47

1570.67

1576.68

1576.87

1581.29

1581.68

1583.54

CANTON 6

P I 1 .1

P I

Rev 09 September 1991

SWT Form 598

Description of

SURVEY CONTROL DATA

Station

County

Year

State

Chief of Party

Described by

Locality

Section Township Range feet from line & feet from line

Distances & Directions To Prominent & Reference Marks

Object

Distance

(Feet)

Azimuth or

Bearing

Adjusted Horizontal Control Data

Order: Established by

Combined Scale Factor:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

ECode:

Zone:

State:

Grid Data

Coordinates Plane Azimuth

Angle

Azimuth

Mark

State:

Zone:

Code:

Metric Conversion Factor:

Geodetic

Data Latitude

Longitude

Position

Elevation

Field Sketch Of Station

Elevation

Page

Book:

Location Map

3" BRASS CAP

CANTON 6 OKLAHOMA

BLAINE B. KAUFMAN

2016 B. KAUFMAN

S.H. 58A

FACE OF POWER POLE 89.8

CORNER SLOPE AT CONCRETE 32.8

SE CORNER OF CONCRETE VAULT 50.7

SECOND GPS

83(2011)

NORTH

US Survey Feet

396045.930

1793456.457

CANTON

NAVD 88

1582.246

NGVD 29

CANTON 6 (NTS)

(NTS)

5/9/16

R O

A D B

E L O

W D

A M

RIP-RAP

CONCRETE VAULT

SE CORNER

SLOPE WALL

CORNER @ CONCRETE

POWER POLE

FACE

36" PIPE

W A T E R

N R

N2465 RD. N

58A

CANTON 4

CANTON 5

CANTON 6

0.999875012

3.280833333

Muskogee, Oklahoma

600 Emporia St., Ste."C"

Prepared By: Heartland Surveying and Mapping

V-005

G S

U R

V E

Y A

N D C

O N

T R

E D

C L

V I

V -0

SCALE IN FEET

V005

50'25' 100' 150'

TOE DRAIN AREA

EXISTING SURVEY AND CONTROL PLAN

16201625

PARKING LOT

WING WALL

PARKING LOT

STILLING BASIN

PARKING LOT

NATURE TRAIL

S T

A T E H

H W

A Y

CD-101

E P

M O

N P

C L

B P C

L A

N .d g n

C A

N T

O N D

A M S

G B

A S

TO REMAIN

PUMP HOUSE

EXISTING WATER

TO REMAIN

PLAYGROUND

EXISTING

GUARDRAIL SYSTEM

REMOVE EXISTING

CD101

1 BLAINE PARK DEMOLITION PLAN

SCALE IN FEET

25' 60' 120' 240'

18" DIAM. x 40'

REMOVE CMP

TO REMAIN

BARRICADE

EXIST. STONE

CANTON LAKE

TO REMAIN

GUARDRAIL

EXISTING

TO REMAIN

SIDEWALK

EXISTING

TO REMAIN

EXISTING TREE

TO REMAIN

VAULT TOILET

EXISTING

BACK-IN PADS

ASPHALTIC

REMOVE

N J

SHOWN ON C-401

EXISTING STOP SIGN AS

REMOVE AND REPLACE

ASPHALTIC MATERIAL

REMOVE EXISTING

SAW CUT TO

TO REMAIN

SIGNAGE

EXISTING

BE SALVAGED

SIGNAGE TO

EXISTING

TO REMAIN

STRUCTURES

EXISTING

EXISTING P.C.C. WHEEL STOPS

REMOVE AND REPLACE

EXISTING STOP SIGN

REMOVE AND SALVAGE

HANDLED IN ACCORDANCE WITH THE AWARDED CONTRACT SPECIFICATIONS.

7. DEMOLISHED AND REMOVED ASPHALTIC MATERIAL AND BASE MATERIAL SHALL BE

MATERIAL IN A SEPARATE STOCKPILE FROM EXCAVATED MATERIALS.

IN THE AREA INDICATED ON SHEET G-002. KEEP DEMOLISHED/REMOVED ASPHALTIC

6. STOCKPILE ALL REMOVED AND DEMOLISHED ASPHALTIC AND BASE MATERIALS

REMOVED FROM THE SITE BY THE CONTRACTOR.

5. ALL DEMOLISHED AND REMOVED GUARDRAIL AND APPURTENANCES SHALL BE

ALL RAILS, POSTS, HARDWARE, AND ADDITIONAL COMPONENTS.

4. FOR GUARDRAIL SYSTEMS TO BE REMOVED, THE CONTRACTOR SHALL REMOVE

3. FILL AND COMPACT HOLES CREATED BY THE REMOVAL OF TREES.

SHALL BE REMOVED IN THEIR ENTIRITY TO INCLUDE ALL ROOTS, ROOTBALL, ETC.

MINIMIZE THE NUMBER OF TREES REQUIRED TO BE REMOVED. REMOVED TREES

APPROVAL OF THE ACO. THE CONTRACTOR SHALL TAKE MEASURES TO

2. REMOVE TREES AS NECESSARY TO COMPLETE THE WORK REQUIRED AT THE

1. DEMOLISH AND REMOVE ALL ASPHALTIC MATERIALS AND BASE MATERIALS.

NOTES:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T

M O

O R

W E

L L F

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T

R L

O O

K C

A F

E P

A R

G L

C L

B P C

V L P la n

0 5' 10'

SCALE IN FEET

30'20'

CD401

OF BRIDGE

GUARDRAIL AT END

REMOVE EXISTING

TO CANTON TO LONGDALE

OVERLOOK CAFE

STATE HIGHWAY 58A

PARKING AREA

OVERLOOK BUILDNG

ACCESS ROAD

OVERLOOK BUILDING

WET WELL

SPILLWAY

AUXILARY

EXISTING WHEEL STOPS

DEMOLISH AND REMOVE

EXISTING CONCRETE CURB

DEMOLISH AND REMOVE

TO REMAIN

EXISTING SIGN

POLE TO REMAIN

EXISTING LIGHT

SIDEWALK RAMP

EXISTING CONCRETE

DEMOLISH AND REMOVE

TO REMAIN

AND CONCRETE PAD

EXISTING SIDEWALK

EXISTING CONCRETE CURB

DEMOLISH AND REMOVE

TO REMAIN

CRANE PAD

CONCRETE

EXISTING

TO REMAIN

GUARDRAIL

EXISTING

EXISTING CONCRETE CURB

DEMOLISH AND REMOVE

FENCE TO REMAIN

EXISTING WOODEN

HYDRANT TO REMAIN

EXISTING WATER

TO REMAIN

EXISTING BUILDING

OVERLOOK CAFE PARKING LOT DEMOLITION PLAN

M O

N P

MEETS THE EXISTING PAVEMENT

SAW CUT WHERE DEMOLISHED PAVEMENT

TO REMAIN

EXISTING UTILITIES

TO REMAIN

EXISTING UTILITIES

RAMP TO REMAIN

EXISTING CONCRETE

OF A.C. PAVEMENT

APPROXIMATE EDGE

OF A.C. PAVEMENT

APPROXIMATE EDGE

CD-401

LEGEND

DEMOLISHED AND REMOVED

BASE MATERIAL TO BE

ASPHALTIC PAVEMENT AND

3. DEMOLISHED GUARDRAIL AND APPURTENANCES SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

AROUND THE STRUCTURES AS TO PREVENT DAMAGE.

2. IN AREAS WHERE ASPHALTIC PAVEMENT ADJOINS STRUCTURES TO BE LEFT IN PLACE, SAW CUT

SHEET C-501. EXISTING ASHPALTIC PAVEMENT IS ASSUMED TO BE 4 INCHES THICK.

THE DRAWINGS TO THE DEPTH REQUIRED TO CONSTRUCT THE PAVEMENT SECTION SHOWN ON DETAIL

1. DEMOLISH AND REMOVE ALL ASPHALTIC MATERIAL AND BASE MATERIAL IN THE LOCATION SHOWN ON

NOTES:

N J

O R

W E

SEWER MANHOLE

16201625

PARKING LOT

WING WALL

PARKING LOT

STILLING BASIN

E P

C L

B P C

L A

N .d g n

C-101

C101

1 BLAINE PARK PLAN OVERVIEW

SCALE IN FEET

150'15 30 60

STA. 5+00D

BLAIN

E PAR

K C

P R O

C A

N T

O N D

A M S

G B

A S

PLAYGROUND

EXISTING

PARKING LOT

NATURE TRAIL

E.O.P. 32+54.57D

S T

A T E H

H W

A Y A

CANTON LAKE

C401

APPROVAL OF THE ACO.

1. SOLAR POWERED LIGHTS SHALL BE FIELD LOCATED AT THE

NOTE:

N O

V E

R V

LIGHT POLE

POWERED

SOLAR

VAULT TOILET

EXISTING

BORROW SITE 1

SHEET C-106

LOOP ROAD

BACK-IN PAD

CONCRETE

PUMP HOUSE

EXISTING WATER

APPROVAL OF THE ACO.

FIELD LOCATED AND AT THE

AND STOCKPILE AREA TO BE

CONTRACTOR STAGING AREA

LIGHT POLE

POWERED

SOLAR

GUARDRAIL

LIGHT POLE

POWERED

SOLAR

EXI

STI

RAVEL

N J

RCP

NEW 24" DIAM.

B.O.P. 0 0+15D

S T

A D

S T

A D

S T

A D

S T

A D

S T

A D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T

A . 1

P I 0

P I .3

M A

T C

H L

E A

GRADE = -0.75%

L = 60'

L = 55'

N P

R O

C-102

C L

B P C

L A

P R

GRADE = -11.45%

GRADE = -12.65%

. 5

+0 0D

. 4

+0 0D

S T

A D

S T

E L E

P V

P V I .0

P V

E L E

P V

E L E

P V I .6

V I .0

P V

TURN-DOWN TRANSITION

GUARDRAIL

C102

SCALE IN FEET

15' 30' 60' 90'

C102

SCALE: 1:1

GUARDRAIL

IN WITH EXISTING

TIE NEW GUARDRAIL

M A

T C

H L

E A

50R'

36R'

113R'

E D

G E O

F P

A V

E M

E N

JUNCTURE DETAIL

FOR PAVEMENT

SEE SHEET C-501

S T

JUNCTURE DETAIL.

SEE SHEET C-501 FOR PAVEMENT

APPROXIMATELY STA. 00+15D.

EXISTING PAVEMENT AT

TO ALIGN WITH THE EDGE OF

START OF NEW PAVMENT

GUARDRAIL

IN WITH EXISTING

TIE NEW GUARDRAIL

AT THE APPOVAL OF THE ACO

TO BE FIELD LOCATED

SOLAR POWERED LIGHT

L = 188.50'

SOLID,YELLOW, MULTIPOLYMER STRIPING WITH GLASS BEADS.

NOTE: CENTERLINE OF ROADWAY SHALL BE DELINEATED BY 4", DOUBLE,

TOE ROAD

TRANSITION TO

TOE ROAD

EXISTING GRAVEL

B L

E P

A R

N E

S T

D T

B .O .P

P T 3+

.8 4D

P C +0

S T

BLAINE PARK CAMP ROAD C.L. PROFILE - STA. 0+00D TO 8+00D

BLAINE PARK CAMP ROAD PLAN - STA. 0+00D TO 8+00D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF

IDENTIFICATION

SHEET

X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

2+00D0+00D 1+00D 3+00D 4+00D 5+00D 6+00D 7+00D 8+00D

P I .8

P C

15851585 15901590

15951595

GRADE = -0.30%

R = 560.27'

R = 5076.31'

R = 1596.85'

SEE SHEET C-401 FOR PAVING DETAIL.

WING WALL PARKING LOT

L = 104.45'

T = 55.49'

R = 125' @ C.L.

DELTA = 47.88°

PI = 5+60.82D

L = 173.25'

T = 103.80'

R = 125' @ C.L.

DELTA = 79.41°

PI = 2+74.39D

L = 37.84'

T = 17.14'

R = 50' @ C.L.

DELTA = 33.03°

PI = 0+79.70D

62R'

OF PAVEMENT

PROPOSED TOP

EXISTING GRADE

TO REMAIN

EXISTING TREE

P T

P C

E N

E D P

V M

E N

C103

SCALE: 1:1

BLAINE PARK CAMP ROAD C.L. PLAN - STA. 8+00D TO 16+00D

S T

M A

T C

H L

E A

M A

T C

H L

E B

L = 60' L = 60'

GRADE = -0.75%

GRADE = -5.00%

GRADE = -0.34%

C-103

N P

R O

B P C

P F

P C

P T

C103

0 5' 10'

SCALE IN FEET

30'20'

PLAYGROUND

EXISTING

M A

T C

H L

E A

M A

T C

H L

E B

35'R

54'R

72'R

EXISTING GRADE

OF PAVEMENT

PROPOSED TOP

VAULT TOILET

EXISTING

L A

N E

L A

N E

SOLID,YELLOW, MULTIPOLYMER STRIPING WITH GLASS BEADS.

NOTE: CENTERLINE OF ROADWAY SHALL BE DELINEATED BY 4", DOUBLE,

FOR PAVING DETAILS

SEE SHT. C-401

PARKING LOT

NATURE TRAIL

KEYNOTES:

BENEATH THE ROADWAY WITH EQUAL SPACING ON EACH SIDE.

WITH A 4" AGGREGATE BEDDING. CONDUIT SLEEVE SHALL BE CENTERED

END CAPS. PLACE AT 36" DEPTH FROM THE TOP OF ROAD ELEVATION

4" DIAM. x 30' LONG, ASTM D1785, SCH. 80 PVC CONDUIT SLEEVE WITH METAL

B L

E P

A R

N J

BLAINE PARK CAMP ROAD PLAN - STA. 8+00D TO 16+00D

D T

PCC

+4 4.9

S T

8+00D

S T

10+00D 11+00D 12+00D 13+00D 14+00D 15+00D 16+00D8+00D 9+00D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

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U M

B E

M O

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S P

A R

M Y C

O R

P S O

F E

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D A

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A F

E T

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D U

C T

N C

N T

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T H

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A S

T A

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T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

S T

R = 1420.42' R = 1295.00'

L = 63.94'

T = 37.45'

R = 60' @ C.L.

DELTA = 61.06°

CURVE 1

L = 85.21'

T = 67.53'

R = 42' @ C.L.

DELTA = 116.24°

CURVE 2

STA. 11+50D

STA. 16+25D

E L E

P V

P V I .1

P V

P V I .6

P V

WATER PUMP HOUSE

EXISTING

GRADE = -0.34%

GRADE = -0.48%

N P

R O

C-104

B P C

P F

E L E

P C

P T

S T

T C

H L

E C

C104

SCALE IN FEET

15' 30' 60' 90'

C104

SCALE: 1:1

M A

T C

H L

E B

M A

T C

H L

E B

M A

T C

H L

E C

75'R

99'R

EXISTING GRADE

OF PAVEMENT

PROPOSED TOP

24' - 0"

PUMP STATION

EXISTING WATER 12'12'

LANE LANE

SOLID,YELLOW, MULTIPOLYMER STRIPING WITH GLASS BEADS.

NOTE: CENTERLINE OF ROADWAY SHALL BE DELINEATED BY 4", DOUBLE,

LIGHT POLE

POWERED

SOLAR

60'-0"

L = 280.15'

R = 87' @ C.L.

DELTA = 184.50°

B L

E P

A R

N J

D T

BLAINE PARK CAMP ROAD PLAN STA. 16+00D TO 24+00D

BLAINE PARK CAMP ROAD C.L. PLAN STA. 16+00D TO 24+00D

16+00D

P V

P V I .0

P V

S T

16+00D 17+00D 18+00D 19+00D 20+00D 21+00D 22+00D 23+00D 24+00D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

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U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

PLAYGROUND

EXISTING

STILLING BASIN PARKING LOT

R = 14238.57'

C105

SCALE IN FEET

15' 30' 60' 90'

C105

SCALE: 1:1

BLAINE PARK CAMP ROAD C.L. PLAN STA. 24+00D TO 32+54.57D

BLAINE PARK CAMP ROAD PLAN STA. 24+00D TO 32+54.57D

R = 1689.30' R = 5662.95' R = 1810.95'

PARKING LOT

NATURE TRAIL

L = 60'L = 60' L = 60'

GRADE = -0.48%

C-105

N P

R O

C L

B P C

P F

GRADE = 0.65% GRADE = 0.31%

GRADE = 3.62%

PLAYGROUND

EXISTING

E L E

M A

T C

H L

E C

P C

P I 31+62.07D

PT 32+

04.92

63'R

87'R

EXISTING GRADE

OF PAVEMENT

PROPOSED TOP

24' - 0"

PUMP HOUSE

EXISTING WATER

VAULT TOILET

EXISTING

M A

T C

H L

E C

FL S=1573.05

FL N=1573.83

C.L. STA. 24+56D

24" x 40' RCP

12' 12'

LANELANE

L = 126.77'

T = 84.55'

R = 75' @ C.L.

DELTA = 96.85°

PI = 31+62.07D

KEYNOTES:

BENEATH THE ROADWAY WITH EQUAL SPACING ON EACH SIDE.

WITH A 4" AGGREGATE BEDDING. CONDUIT SLEEVE SHALL BE CENTERED

END CAPS. PLACE AT 36" DEPTH FROM THE TOP OF ROAD ELEVATION

4" DIAM. x 30' LONG, ASTM D1785, SCH. 80 PVC CONDUIT SLEEVE WITH METAL

B L

E P

A R

N J

CULVERT ELEVATION MAY BE ADJUSTED IN THE FIELD AT THE APPROVAL OF THE ACO.

2. REPLACE EXISTING CMP WITH A 24" DIAMETER RCP AT THE SAME ELEVATION AS THE EXISTING CULVERT.

STRIPING WITH GLASS BEADS.

1. CENTERLINE OF ROADWAY SHALL BE DELINEATED BY 4", DOUBLE, SOLID,YELLOW, MULTIPOLYMER -TYPE

NOTE:

D T

S T

24+00D

P V

P V I .0

P V

P V I .7

P V

P V I .2

P V

P O

POE 32

+54.

57D

R C

P S

T A

24+00D 25+00D 26+00D 27+00D 28+00D 29+00D 30+00D 31+00D 32+00D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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X X

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M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

STA. 29+50D

STA. 28+25D

1585 15

36'R

25'R

250'R

L = 60'

PT 5

.68

P R

N P

R O

C-106

B P C

O O

P P

L A

PLAYGROUND

EXISTING

GRADE = 0.05%GRADE = -0.07%

SIDEWALK

EXISTING

36'R

VAULT TOILET

EXISTING

C106

2 LOOP ROAD PLAN

SCALE IN FEET

10' 20' 40' 60'

C106

SCALE: 5:1

E L E

V .7

E L E

V .7

E L E

V .7

S T

A .6

R O

A D P

A V

E M

E N

T E

N D E

D G

E O

F L

O P R

D P

A V

E M

E N

T S

T A

R T E

D G

EXISTING GRADE

PC 5

0+3

8.83 E

OF PAVEMENT

PROPOSED TOP

'-0

14'- 0"

R = 994.50'

BORROW SITE 1

LANE

KEYNOTES:

BENEATH THE ROADWAY WITH EQUAL SPACING ON EACH SIDE.

WITH A 4" AGGREGATE BEDDING. CONDUIT SLEEVE SHALL BE CENTERED

END CAPS. PLACE AT 36" DEPTH FROM THE TOP OF ROAD ELEVATION

4" DIAM. x 30' LONG, ASTM D1785, SCH. 80 PVC CONDUIT SLEEVE WITH METAL

LOOP ROAD C.L. PROFILE

N J

SEE SHEET C-501 FOR PAVEMENT DETAILS.3.

SEE SHEET C-402 FOR BACK-IN PAD DETAILS.2.

OF THE BACK-IN PADS.

BACK-IN PADS AND REPLACE AFTER COMPLETED CONSTRUCTION

APPURTENANCES PRIOR TO CONSTRUCTION OF THE CONCRETE

IF NECESARRY, REMOVE EXISTING CONCRETE PICNIC TABLES AND 1.

NOTES:

S T

P O

S T

A . 3

STA.

STA. 53+00E

S T

A E

. 5

P O

S T

A .9

A E

P V

P V I .5

P V

1570 1570

50+00E 51+00E 52+00E 53+00E 54+00E 55+00E

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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W E

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X X

X M

M /D

D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

STA. 53+50E

L = 355.842' Dc = 55.627° R = 103.00'

DELTA = 197.9°

TRAIL ENTRANCE

EXISTING NATURE

P O

GUARDRAIL

EXISTING

137'

281'

139'

5'R

60'

46'

100'R

5'R

67'

C-401

G L

A R

G E

D P

L A

C L

B P C

L -P

L A

12"24"

10'

48'

50'

C101

C BLAINE PARK ENTRANCE PAVEMENT MARKING

0 15' 30' 60' 90'

P O

S T

A T

E H

H W

A Y

WITH EXISTING GUARDRAIL

TIE IN NEW GUARDRAIL

WITH EXISTING GUARDRAIL

TIE IN NEW GUARDRAIL

63'R

L 15' 50'R

GUARDRAIL

C101

0 15' 30' 60' 90'

STILLING BASIN PARKING LOT PLAN

2. NATURE TRAIL ENTRANCE AND RELATED STRUCTURES SHALL REMAIN UNDAMAGED.

1. NEW PAVEMENT EDGE TO MATCH THE EXISTING PAVEMENT EDGE.

NOTE:

C103

0 15' 30' 60' 90'

C101

0 15' 30' 60' 90'

WING WALL PARKING LOT PLAN

NATURE TRAIL PARKING LOT PLAN

TO REMAIN

GUARDRAIL

EXISTING

36'R

VAULT TOILET

EXISTING

57'

5'R

30'

' S

P A

' T

O T

A L

SHEET DETAIL C-502

STOP (TYP.) SEE

CONCRETE WHEEL

C401

E ENLARGED NATURE TRAIL PARKING LOT PLAN

NOT TO SCALE

THE APPROVAL OF THE ACO

TO BE FIELD LOCATED AT

SOLAR POWERED LIGHT

THE APPROVAL OF THE ACO

TO BE FIELD LOCATED AT

SOLAR POWERED LIGHT

THE APPROVAL OF THE ACO

TO BE FIELD LOCATED AT

SOLAR POWERED LIGHT

N E

(TYPICAL)

PAVEMENT MARKING

MULTIPOLYMER

4", SOLID, WHITE,

C-401

BARRICADE TO REMAIN

EXISTING STONE

189'

PAVEMENT MARKING

4", SOLID, WHITE, MULTIPOLYMER

LIGHT POLE

POWERED

SOLAR

20'

N J

PER ODOT STD. DRAWINGS

PER MUTCD 2009 AND INSTALLED

YIELD SIGN (R1-2) AND GALV. POST

PER ODOT STD. DRAWINGS

PER MUTCD 2009 AND INSTALLED

STOP SIGN (USE EXIST) AND GALV. POST

TO EXCLUDE THE LOOP ROAD

FOR ENTIRE LENGTH OF ROADWAY

MULTIPOLYMER PAVEMENT STRIPING

4", DOUBLE, SOLID, YELLOW,

. 5

+0 0D

STA. 32+0

POE 31+67.89D

POB

+4 1.

S T

A . 2

STA. 21+21.20D TO STA. 24+43.31D

PAVEMENT EDGE MARKING FROM

4", SOLID, WHITE, MULTIPOLYMER

E N

A M

D W

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D B

D E

N E

D B

D E

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M A

R K

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P R

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O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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D /Y

Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

O C

K E P

Q U

E S

T F

O R P

R O

P O

S A

S U

B M

T E

D B

E N

U M

B E

M O

R A

L E

S P

A R

M Y C

O R

P S O

F E

N G

E E

R S

D A

M S

A F

E T

Y P

R O

D U

C T

N C

N T

O U

T H

T E

A S

T A

V E

T U

L S

O K

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O U

T H

T E

A S

T A

V E

T U

L S

A D

T R

T U

L S

O K

R T

H C

A N

A D

N R

E R A

N D T

U T

A R

B L

E C

O U

N T

O K

L A

H O

M A

C A

N T

O N L

A K

C L

V I, P

B L

E P

A R

K R

E M

E D

N V

A R

U S I

M P

R O

V E

M E

N T S

P O

B +2

SPACED EVERY 4 FEET.

THEY INTERSECT. DIAGONAL LINES SHALL BE

AN ANGLE OF 45° WITH THE LONGITUDINAL LINES

1. DIAGONAL PAVEMENT MARKINGS SHALL FORM

NOTE:

P O

S T

S T A . 1

WITH EXISTING GUARDRAIL

PAVEMENT EDGE TO ALIGN

C R

E T

E B

A C

K -I

N P

A R

G E

D P

C-402

B P C

O O

P P

L A

SITE L

1577.37

1577.51

1577.47

1576.88

1577.55

1577.15

1577.78

1577.89

1578.03

1577.89

1578.91

1578.01

1578.12

PLAYGROUND

EXISTING

5'R

SIDEWALK

EXISTING

TYP.

25'R

RAMP

A.C.

C402

1 CONCRETE BACK-IN PAD PLAN

SCALE IN FEET

10' 20' 40' 60'

40'

TYP.

5'R

CONCRETE BACK-IN PAD ENLARGED PLAN

NOT TO SCALE

P.C.C. BACK-IN PAD

ELEVATION PT1

PT1

SEE DETAIL SHEET C-502

CONCRETE WHEEL STOP

T R

A V

E L W

A Y O

THETA (O)

57.50°

49.50°

40.00°

60.00°

45.00°

54.00°

60.00°

52.00°

51.00°

60.00°

N J

A.C. RAMP LENGTH

30.00'

25.00'

30.00'

26.00'

20.00'

26.50'

30.00'

22.00'

30.00'

23.00'

FLAT

AT THAT STATION LOCATION

THE TANGENT TO THE CURVE

O SHALL BE DETERMINED FROM

ON A ROADWAY C.L. CURVE,

FOR BACK-IN PADS PLACED

C502

2. SEE SHEET C-502 FOR BACK-IN PAD ENLARGED DETAIL.

AT THE APPROVAL OF THE ACO.

1. BACK-IN PAD ELEVATIONS MAY BE ADJUSTED IN THE FIELD

NOTE:

C STATION LOC.

S T

A . 2

S T

A . 2

S T

A . 3

STA. 53+00E

S T

A E

. 5

28+08.62D

28+56.22D

50+87.63E

51+36.32E

51+45.14E

51+89.72E

53+17.44E

53+35.71E

53+70.93E

53+82.39E

31+28.69D

30+02.00D

30+43.54D

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

P L

O T S

C A

L E

P L

O T D

A T

D A

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M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

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Y Y

Y X

X X

B V -1

-C -X

B V -1

-R -0

S I

D x

F u ll S iz e

M L

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K E P

Q U

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T F

O R P

R O

P O

S A

S U

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D B

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U M

B E

M O

R A

L E

S P

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Production Center

SWD Dam Safety

12345

®of Engineers

US Army…

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 Nov 14, 2017.