TFRM_NOR_PLANS_AMDT2.pdf

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K:\MissionProjects\civ\kansriv\topeka\Flood Mgmt Proj\6.0 Engineering & Design\6.2 North Topeka\6.2.1 CADD Drawings\CAD_BIM\_Sheets\TFRM_NOR_G-002.dgn9/16/2016 2:45:08 PM

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SHEET NO. TITLE CADD FILE NO.

GENERAL

CIVIL

GEOTECHNICAL

G-001

G-002

G-003

COVER SHEET

VICINITY AND LOCATION MAPG-004

CS501

CS101

CS102

CS103

CS104

SHEET INDEX

SHEET NO. TITLE CADD FILE NO.

STRUCTURAL

GENERAL LEGEND AND ABBREVIATIONS

G-002

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.d g n

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SD110

SD111

B-201

B-202

B-203

B-204

TFRM_NOR_B-101.DGN

TFRM_NOR_B-201.DGN

TFRM_NOR_B-202.DGN

TFRM_NOR_B-203.DGN

TFRM_NOR_B-204.DGN

B-205 TFRM_NOR_B-205.DGN

B-206 TFRM_NOR_B-206.DGN

B-207 TFRM_NOR_B-207.DGN

DETACHED BORING LOGSB-208 TFRM_NOR_B-208.DGN

DETACHED BORING LOGSB-209 TFRM_NOR_B-209.DGN

DETACHED BORING LOGSB-210 TFRM_NOR_B-210.DGN

DETACHED BORING LOGSB-211 TFRM_NOR_B-211.DGN

B-101

TFRM_NOR_B-102.DGNB-102

VH-101 KANSAS RIVER STAGE HYDROGRAPH TFRM_NOR_VH101.DGN

CS105

CS106

CS107

CS108

CS109

CS110

TFRM_NOR_CS101.DGN

TFRM_NOR_CS102.DGN

TFRM_NOR_CS103.DGN

TFRM_NOR_CS104.DGN

TFRM_NOR_CS501.DGN

TFRM_NOR_CS105.DGN

TFRM_NOR_CS106.DGN

TFRM_NOR_CS107.DGN

TFRM_NOR_CS108.DGN

TFRM_NOR_CS109.DGN

TFRM_NOR_CS110.DGN

FAIRCHILD PUMP STATION DEMOLITION PLAN STA. 364+60

FAIRCHILD PUMP STATION DEMOLITION PLAN STA. 364+60

RC101

FILE NO.

RECORD DRAWINGS - FOR INFORMATION ONLY

RC102

TFRM_V1_NOR_RC101.DGN

TFRM_V1_NOR_RC102.DGN

FILE NO.

A-12-1071

A-12-1100

DRAINAGE STRUCTURE STA 299+20 AND STA 364+60 PLAN & SECTIONS

TFRM_NOR_G-004.DGN

TFRM_NOR_G-003.DGN

TFRM_NOR_G-002.DGN

TFRM_NOR_G-001.DGN

TFRM_V1_NOR_SD111.DGN

TFRM_V1_NOR_SD110.DGN

CS301 TFRM_NOR_CS301.DGN

CS302 TFRM_NOR_CS302.DGN

CS303 TFRM_NOR_CS303.DGN

CS502

CS503

TFRM_NOR_CS502.DGN

V101

V102 TFRM_NOR_V102.DGN

V103 TFRM_NOR_V103.DGN

V104 TFRM_NOR_V104.DGN

V105 TFRM_NOR_V105.DGN

EXISTING CONDITIONS PLAN, LEVEE STAS. 235+50 TO 244+20

EXISTING CONDITIONS PLAN, LEVEE STAS. 244+20 TO 252+90

EXISTING CONDITIONS PLAN, LEVEE STAS. 252+90 TO 261+50

EXISTING CONDITIONS PLAN, LEVEE STAS. 261+50 TO 270+20

EXISTING CONDITIONS PLAN, LEVEE STAS. 270+20 TO 274+00

DITCH STAFF GAGE PLAN

MANHOLE DETAILS

RELIEF WELL DETAILS

TFRM_NOR_G-005.DGNG-005 GENERAL NOTES

CS304

TFRM_NOR_CS304.DGN

TFRM_NOR_G-006.DGNG-006 SITE ACCESS & STAGING AREAS

CG101 TFRM_NOR_CG101.DGN

CD101 TFRM_NOR_CD101.DGNFAIRCHILD PUMP STATION DEMOLITION LOCATION PLAN

LEVEE ALIGNMENT & SURVEY DATAG-007

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RELIEF WELL NOS. NTU W1 TO NTU W4, PLAN & PROFILE

RELIEF WELL NOS. NTU W5 TO NTU W7, PLAN & PROFILE

RELIEF WELL NOS. NTU W8 TO NTU W10, PLAN & PROFILE

RELIEF WELL NOS. NTU W11 TO NTU W12, SP 01 & 02, PLAN & PROFILE

RELIEF WELL NOS. NTU W13 TO NTU W15, PLAN & PROFILE

RELIEF WELL NOS. NTU W16 TO NTU W18, PLAN & PROFILE

RELIEF WELL NOS. NTU W19 TO NTU W22, PLAN & PROFILE

RELIEF WELL NOS. NTU W23 TO NTU W25, PLAN & PROFILE

RELIEF WELLS NOS. NTU W26 TO NTU W30, SP 03, PLAN & PROFILE

CS504

TFRM_NOR_CS503.DGN

TFRM_NOR_CS503.DGN

RELIEF WELL DATA, SYSTEM 2, NTU-W24 TO NTU-W30

RELIEF WELL DATA, SYSTEM 1, NTU-W1 TO NTU-W23

RELIEF WELL AND PILOT HOLE LOCATIONS PLAN

HISTORIC BORING LOCATIONS PLAN, STA. 235+00 TO STA. 293+22

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

RELIEF WELL AND PILOT HOLE - DETACHED BORING LOGS

TFRM_NOR_V101.DGN

TFRM_NOR_G-007.DGN

RELIEF WELLS NTU-W13 TO NTU-W 21CROSS SECTIONS

RELIEF WELLS NTU-W1 TO NTU-W8 CROSS SECTIONS

RELIEF WELLS NTU-W22 TO NTU-W30 CROSS SECTIONS

RELIEF WELLS NTU-W9 TO NTU-W12 CROSS SECTIONS

LEVEE RAMPS

REAL ESTATE

TFRM_NOR_RE101.DGNRE101 8 OF 54

TFRM_NOR_RE102.DGNRE102 9 OF 54

TFRM_NOR_RE103.DGNRE103 10 OF 54

TFRM_NOR_RE104.DGNRE104 11 OF 54

CONSTRUCTION LIMITS PLAN

CONSTRUCTION LIMITS PLAN

CONSTRUCTION LIMITS PLAN

CONSTRUCTION LIMITS PLAN

RC103 TFRM_V1_NOR_RC103.DGN- OF - DRAINAGE STRUCTURE STA 215+50, INLET STRUCTURE DETAILS

DRAINAGE STRUCTURE STA 364+60 FAIRCHILD STREET PUMPING PLANT PIPING DETAILS

SE101 TFRM_V1_NOR_SE101.DGN- OF - SUMP PUMP JUNCTION BOX DETAILS

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AREA

MAIN STAGING

200'100'

N

500'

N

1000' D1

OVERALL SITE MAP, ACCESS ROUTE & STAGING AREAS

SCALE: 1" = 500'

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NEW STAFF GAGE LOCATION

RELIEF WELLS LOCATION

G-006 A1

LOCATION PLAN - MAIN STAGING AREA

SCALE: 1"=100'

NW TYLER ST.

ACCESS FROM

EAST SITE ACCESS

THIS SHEET

SEE LOCATION PLAN A1

STAGING AREA

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NW 17TH ST.

SARDOU AVE.

SHOWN ON SHEET CD101)

CONSTRUCTION LIMITS ARE

(SITE ACCESS AND

FAIRCHILD PUMP STATION -

ON SHEETS RE101 TO RE104

RELIEF WELL AREA ARE SHOWN

CONSTRUCTION LIMITS FOR

500'

N

1000'0

NW BUTTON RD.

ACCESS FROM

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TEMPORARY LEVEE RAMP #2

TEMPORARY LEVEE RAMP #1

BEGIN TEMPORARY HAUL ROAD

BEGIN ACCESS ALONG TOP OF LEVEE ROAD

BETWEEN LEVEE TOE AND FENCE

BEGIN TEMPORARY ACCESS ROAD400'X200' STAGING AREA

STAGING AREA DELETED

WEST ACCESS ROUTE AND

E7

PLAN - WEST ACCESS ROUTE & STAGING AREA

SCALE: 1" = 500'

ACCESS AND STAGING AREA

SEE PLAN E7 FOR WEST SITE

SHEET NOTE:

AREA IS NOT PERMITTED.

ALLOWED. DRIVING, PARKING OR STORING MATERIALS ON THE LEVEE SLOPE OUTSIDE OF THE IMMEDIATE

ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY BY FILLING AND COMPACTING RUTS. BLADING IS NOT

ROAD INDICATED ALONG THE TOP OF LEVEE TO DOCUMENT PRE- AND POST-CONSTRUCTION ELEVATIONS.

TAKEN AT 10-FT INTERVALS IN EACH WHEEL TRACK ON LEVEE CREST ALONG THE PORTION OF ACCESS

PRE AND POST-CONSTRUCTION SURVEY SHOTS ACCURATE TO THE NEAREST TENTH OF A FOOT SHALL BE

CREST AT THE START OF CONSTRUCTION TO DOCUMENT PRE-CONSTRUCTION CONDITION. ADDITIONALLY, ACCESS ROAD AS INDICATED. CONTRACTOR SHALL CONDUCT A WALKING VIDEO SURVEY OF THE LEVEE

CONSTRUCTION TRAFFIC IS RESTRICTED TO THE EXISTING ROAD ON THE LEVEE CREST AND EXISTING

OFFICER.

ORIGINAL CONDITION UNLESS DIRECTED OTHERWISE BY THE CONTRACTING

CONTRACT THE CONTRACTOR SHALL RETURN THE TEMPORARY EASEMENT TO

ADDITIONAL COST TO THE GOVERNMENT. AT THE CONCLUSION OF THE

OF TEMPORARY EASEMENT SHALL BE BORNE BY THE CONTRACTOR AT NO

RIGHTS-OF-WAY. ALL COSTS ASSOCIATED WITH ANY DAMAGES FROM THE USE

TO THE RAILROAD STREET AND KANSAS SAND & CONCRETE INC.

TO LIFE OR PROPERTY RESULTING FROM HIS OPERATIONS ON OR ADJACENT

THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE

AND THROUGH THE KANSAS SAND & CONCRETE, INC. TEMPORARY EASEMENT.

INTERFERENCE WITH EXISTING EQUIPMENT TRAFFIC ON RAILROAD STREET

WITH THE OPERATIONS OF KANSAS SAND & CONCRETE, INC. TO PREVENT

THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THEIR OPERATIONS

SHEET NOTES:

1. 2.

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1300' 1400' 1500' 1600'

RIM EL = 886.70'

W11

RIM EL = 886.20'

W12

F L O

U T

.7

RCP @ -0.20%

40.5LF OF 24"

P11

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.5

RIM EL = 886.50'

SP01

RIM EL = 886.50'

SP02

95.2LF OF 30" RCP @ 0.20%

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192.9LF OF 30" RCP @ 0.20%

P14

NTU

NTU

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54.0LF OF 48"

P12

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ELEV 886.36 ELEV 886.36

MATCH EXISTING GRADE

GRADE

EXISTING

MATCH

MATCH EXISTING GRADE

MATCH EXISTING GRADE PUMP PAD ROAD CENTERLINE

CL

GRAVEL ROAD

EXST UPRR

-2%

SCALE: HORZ 1"=20', VERT 1"=10'

14' 886.5

ELEV

TYPICAL SECTION - PUMP PAD ROAD

SURFACE COURSE

6IN AGGREGATE

41.77' 110.78' 87.65'

2.42' 0.95'

CENTERLINE PROFILE - PUMP PAD ROAD

SCALE: HORZ 1"=20', VERT 1"=10'

GRADING, TYP.

RELIEF WELL

EXISTING LEVEE RIPRAP, TYP.

1:10 1:10

890890

890890

0+00 1+00 2+00

40'0 20'

GENERAL SHEET NOTES

SHEET KEYNOTES

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KEY MAP

N

40'0 20'A1

COLLECTOR SYSTEM PROFILE

SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"

LEGEND

CS101

CS102

CS103

CS104

CS105

CS106

CS107

CS108

CS109

N

L-55.0

STA. 238+18

CS104

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D1

PLAN - LEVEE STA. 248+50 TO STA. 252+80

SCALE: 1" = 20'-0"

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SP

SP

UPRR R/W LINE

15 5

RAMP CENTERLINE POINT OF TANGENT

1,968, 509.0D 278,042.0

1,968,424.3C 278,064.3

1,968,323.7B 278,110.8

1,968,294.1A 278,140.3

ROAD CENTERLINE COORDINATES

PT NORTHING EASTING

AGGREGATE SURFACE COURSE

RELIEF WELL MANHOLE

TOE, RELIEF WELL GRADING

4522/0 NO2

UPRR TRACK CL

KRX068-1-40

UPRR TRACK CL

W11

NTU

W12

NTU

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L

IE

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S

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4.

3.

2.

1.

RR MILES SHOWN ARE APPROXIMATE.

SEE RELIEF WELL LOCATION COORDINATES ON SHEET CS501.

RELIEF WELLS NOT SHOWN BELOW MANHOLES ON PROFILE FOR CLARITY.

REQUIREMENTS.

SEE TRENCH EXCAVATION DETAIL F5 ON SHEET CS503 FOR TRENCH

3 3

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1.

SEE SUMP PUMP JUNCTION BOX DETAILS ON SHEET SE101.

ON 10H ALONG LEVEE CREST.

A DEPTH OF 2' RELATIVE TO EXISTING LEVEE CREST, OVER PIPES. GRADE 1V

THE LEVEE AT OR ABOVE ELEVATION 896.30'. LEVEE ROAD SURFACING ROCK TO

CENTERED ON THE LEVEE CL. THE PIPE SHALL BE PLACED ON THE CREST OF

CENTERLINE, LONGITUDINALLY IN-LINE WITH THE SUMP MANHOLE, AND

SYSTEM. THE PIPE SHALL BE ORIENTED PERPENDICULAR TO THE LEVEE

ACCEPT THE DISCHARGE PIPE AND ACCESSORIES OF THE APPROVED PUMPING

REQUIREMENTS OF ANSI/AWWA C151. THE PIPE ENDS SHALL BE OF TYPE TO

12-IN DIA. X 20-FT LONG CLASS 56 FLANGED DUCTILE IRON PIPE MEETING

PROJECT SPECIFICATIONS.

EXCAVATION SHORING DESIGN SUBMITTAL REQUIRED FOR SUMPS 01 & 02. SEE

DETAIL F8.

SPECIAL FRAME AND COVER WITH GRATE. SEE EXCEPTION ON SHEET CS503,

PRECAST RELIEF WELL MANHOLE DETAIL F8 ON SHEET CS503.

SEE RELIEF WELL DATA ON SHEET CS501 AND DETAILS ON CS504. SEE

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883.0

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MCI MCI MCI

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MCI

MCI

MCI

AT&T

MCI

AT&T AT&T AT&T

MCI

AT&T AT&T

MCI MCI

AT&T

MCI MCI MCI

884.0

884.0884.0884.0

884.0

884.0

884.0

884.0

886.0

886.0

886.0

887.0

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887.0

888.0

888.0

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C T

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A S C

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T R

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T O

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A S

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96.7LF OF 24" RCP @ -1.20%

P27

42.1LF OF 24" RCP @ -0.40%

P28

95.3LF OF 24" RCP @ 0.30%

P30

RIM EL = 885.17'

W26

RIM EL = 885.20'

SP03

W27

W28

W29

RIM EL = 885.30'

W30

F L I

N

.1

F L O

U T

.4

I

N

.5

F L O

U T

.0

O

U T

.0

F L I

N

.1

I

N

.6

P29

42" RCP @ 0.20%

41.5LF OF

3500' 3600' 3700' 3800'

NTU

NTU

NTU NTU

NTU

F L I

N

.9

F L O

U T

.8

.1

F L I

.2

F L O

U

O

U T

I

N

.8

@ 0.707%

38.1LF OF 24" RCP

P31

@ 0.707%

27.8LF OF 24" RCP

P32

RIM EL = 885.50'

MH01

D

A

C

PUMP PAD ROAD CENTERLINE

B D

E

MATCH EXISTING GRADE SEE SPECIAL GROUTING NOTE ON CS503

40'0 20'

GENERAL SHEET NOTES

SHEET KEYNOTES

E L E

V A

T

IO

N I

N F

E E

T

N A

V D

KEY MAP

N

40'0 20'A1

COLLECTOR SYSTEM PROFILE

SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 5'-0"

LEGEND

CS101

CS102

CS103

CS104

CS105

CS106

CS107

CS108

CS109

N

CS109

P L

A N A

N D P

R O

F

IL

E

D

N E

W M

A N

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A N

S E

N

T F

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N

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NORTH TOPEKA LEVEE CL

M A

T C

H L

IN

E C

S

D1

PLAN - LEVEE STA. 270+20 TO STA. 274+20

SCALE: 1" = 20'-0"

SP

D

N E

W M

A N

H

M

IL

D E

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G E

R

R E

L

IE

F W

E L L N

O S T

O

S

U M

P

RAMP CENTERLINE POINT OF TANGENT

AGGREGATE SURFACE COURSE

ROAD CENTERLINE COORDINATES

PT NORTHING EASTING

1,970,479.1F 277,023.7

1,970,411.5E 277,124.4

1,970,383.6D 277,140.5

1,970,337.7C 277,160.2

1,970,322.2B 277,169.3

1,970,282.6A 277,211.9

RELIEF WELL MANHOLE

TOE, RELIEF WELL GRADING

4522/0 NO2

UPRR TRACK CL

KRX068-1-40

UPRR TRACK CL

M A

T C

H L

IN

E R

E

W26

NTU

W27

NTU

W28

NTU

W29

NTU

W30

NTU

4.

3.

2.

1.

RR MILES SHOWN ARE APPROXIMATE.

SEE RELIEF WELL LOCATION COORDINATES ON SHEET CS501 AND CS502.

RELIEF WELLS NOT SHOWN BELOW MANHOLES ON PROFILE FOR CLARITY.

REQUIREMENTS.

SEE TRENCH EXCAVATION DETAIL F5 ON SHEET CS503 FOR TRENCH

EXISTING LEVEE RIPRAP

1:20 1:20

SECTIONS ON SHEET CG101

PROFILE AND TYPICAL

LEVEE RAMP NO. 2, SEE

CONSTRUCT SUMP PAD AND

MH

PROJECT SPECIFICATIONS.

EXCAVATION SHORING DESIGN SUBMITTAL REQUIRED FOR SUMP 03. SEE

CONSTRUCT 4FT DIAMETER PRECAST MANHOLE. SEE SHEET CS503.

ON 20H ALONG LEVEE CREST.

A DEPTH OF 2' RELATIVE TO EXISTING LEVEE CREST, OVER PIPES. GRADE 1V

THE LEVEE AT OR ABOVE ELEVATION 895.60'. LEVEE ROAD SURFACING ROCK TO

CENTERED ON THE LEVEE CL. THE PIPE SHALL BE PLACED ON THE CREST OF

CENTERLINE, LONGITUDINALLY IN-LINE WITH THE SUMP MANHOLE, AND

SYSTEM. THE PIPE SHALL BE ORIENTED PERPENDICULAR TO THE LEVEE

ACCEPT THE DISCHARGE PIPE AND ACCESSORIES OF THE APPROVED PUMPING

REQUIREMENTS OF ANSI/AWWA C151. THE PIPE ENDS SHALL BE OF TYPE TO

12-IN DIA. X 20-FT LONG CLASS 56 FLANGED DUCTILE IRON PIPE MEETING

SEE SUMP PUMP JUNCTION BOX DETAILS ON SHEET SE101.

PRECAST RELIEF WELL MANHOLE DETAIL F8 ON SHEET CS503.

SEE RELIEF WELL DATA ON SHEET CS502 AND DETAILS ON CS504. SEE

5.

4.

3.

2.

1.

A

M

A D

D

E C

IA

O U

T

U

W

A M

A D

D

E

Y N

O T

E

A M

C H

A N

Q

U A

R E

2 PIPE SIZE AND FLOWLINES REVISED.

A M

R E

V

IS

E

Y N

O T

.0

.0

.0

.0

.0

.0

874.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

BARBWIRE

882.0

2.

.0

883.0

3.0

883.0

C H

A

IN

L

IN

K

.0

4.

884.0

884.0

886.0

.0

.0

887.0

.0

.0

888.0

.0

888.0

888.0889.0

.0

889.0

891.0

891.0

891.0 892.0

892.0

892.0 893.0

893.0

893.0 894.0

894.0

894.0

895895

.0

896.0

CONTROL POINT "BM 264"NORTHING = 278829.785EASTING = 1965096.066

897.0 897.0

FL

6FT

" R

CP E

LEV =

0.1

SOME S

ILT

COULD N

OT S

HOOT B

OTTOM

FL

ARCHED R

CP E

LEV =

2.4

FL ELEV 18" CMP = 873.80

FL 24" RCP ELEV = 874.12

FL ELEV 18" CMP = 874.68

FL ELEV 18" CMP = 875.36

FL ELEV 18" CMP = 875.97

FL 24" RCP ELEV = 876.10

FL ELEV 18" CMP = 876.30

TOP ST DI ELEV = 879.54

FL ELEV 18" CMP = 876.60

FL ELEV 18" CMP = 876.86FL ELEV 24" CMP = 877.13

FL ELEV 24" CMP = 877.20 FL ELEV 18" CMP = 876.82

TOP ST DI ELEV = 879.29

FL ELEV 24" CMP = 877.89

FL 14-15" RCP ELEV = 879.17

FL 24" CMP ELEV = 880.08

FL

24"

RCP E

LEV =

0.1

FL 12" CMP ELEV = 880.60

FL 24" CMP ELEV = 880.69

FL ELEV 18" CMP = 876.08

FL

12"

RCP E

LEV =

1.4

CONCRETE

FL ELEV 18" CMP = 876.82

FL 14-15" RCP ELEV = 879.82

ST DI TOP ELEV = 881.58

FL ELEV 24" CMP = 877.18

FL 12" CMP ELEV = 881.91

PLANT

WASTEWATER TREATMENT

CITY OF TOPEKA

EDGE OF RAMP

BOTTOM OF DITCH

FL ELEV = 870.15

OUTLET PIPE

72-IN RCP

110+33110+33

111+00

112+00

113+00

114+00

115+00

116+00

117+00

118+00

119+00

120+00

121+00

122+00

123+00

124+00

125+00

126+00

127+00

128+00

9+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

0+

1+

2+

3+

KEY MAP

40'0 20'

N

CS110

D

N E

W M

A N

R J

A N

S E

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T F

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N

O R

C

S .d g n

NORTH TOPEKA LEVEE CL

P L

A N

CS110

D

N E

W M

A N

H

M

IL

D E

N B

E R

G E

R

A1

PLAN - DITCH STAFF GAGE, LEVEE STA. 215+50

SCALE: HORIZONTAL 1" = 20'-0" VERTICAL 1" = 20'-0"

D

IT

C H S

T A

F F G

A G

E

GENERAL SHEET NOTES

THIS SITE. CONSTRUCTION EASEMENTS LOCATIONS ARE APPROXIMATE ONLY.

OF TOPEKA GIS AND GOOGLE AERIAL VIEWS. NO SURVEY IS AVAILABLE FOR

CONSTRUCTION EASEMENT LINES SHOWN ARE BASED ON APPROXIMATE CITY

ACCURATE AND ARE SHOWN FOR INFORMATION ONLY.

ACTUAL LEGAL SURVEY. THESE LINES SHOULD NOT BE CONSIDERED

PROPERTY LINES SHOWN ARE BASED ON CITY OF TOPEKA GIS FILES AND NOT

2.

1.

SITE ACCESS

2 TEXT "0" CHANGED TO "1"

TEXT "H PILE" CHANGED TO "ANGLE"

A M

T E

X

V

IS

IO

N S

RC103

STRUCTURE AS-BUILT ON

WITH COR). SEE INLET

(COORDINATE LOCATION

INSTALL STAFF GAGE

2 ADDED REFERENCE TO RC103.

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NOTES:

DETAILS OF SIGN AND VERTICAL GAGE (TYPICAL)

NOT TO SCALE

ON TWO SIDES OF POST

PAINTED SILVER, NUMBERS

L6x6x5/16 STEEL ANGLE, 8.

7.

6.

5.

4.

3.

2.

1.

5" TALL.

PAINTED FLAT BLACK, MIN.

WELDED BEAD AND

"0" TO "10", COVERED WITH

NUMBERS - STENCILED ON

PAINTED FLAT BLACK

FILLED WITH WELDED BEAD,

WELDED TO ANGLE, CENTER

3/8" INSIDE DIA. FLAT WASHER

CONCRETE OUTLET STRUCTURE.

USE GROUND PENETRATING RADAR TO LOCATE AND AVOID REBAR IN

USE NYLON WASHER UNDER THE STAINLESS STEEL WASHER.

EMBEDMENT.

5/8" DIAMETER STAINLESS STEEL HILTI KWI BOLT T2 WITH 4-7/16"

ANGLE SHALL BE CONNECTED TO CONCRETE OUTLET STRUCTURE USING

WELDS SHALL BE IN ACCORDANCE WITH AWS.

RECOMMENDATIONS FOR SURFACE PREPARATION AND APPLICATION.

BEFORE APPLICATION. FOLLOW PAINT MANUFACTURERS

INHIBITING PRIMER. SURFACE SHALL BE FREE FROM DIRT AND OIL

(OR EQUAL) EXTERIOR OIL BASED PAINT APPLIED OVER A RUST

ALL EXPOSED METAL SURFACES SHALL BE PAINTED WITH RUST-O-LEUM

ELEVATIONS MAY BE OBTAINED FROM THE TOP OF LEVEE.

SUCH A MANNER THAT A CONTINUOUS READING OF WATER SURFACE

TO THE EXTENT POSSIBLE NUMBERS SHALL BE LOCATED ON GAGE IN

APPLICABLE TO THE LOCATION AND SCHEMATIC SECTIONS.

DITCH GAGE SHALL BE CONSTRUCTED COMBINING COMPONENT PARTS

PLACED SO THE "1" READING IS EQUAL TO AN ELEVATION OF 871FT.

STRUCTURE USING THREE (3) BOLTS PER LEG. THE ANGLE SHALL BE

THE CONTRACTOR SHALL FASTEN ANGLE TO INSIDE CORNER OF OUTLET

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0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

C/E

C/E

C/E C/E

C/E

C/E C/E

C/E

C/E

R/W

R/W

R/W R/W

R/W

R/W R/W

R/W

R/WCL

TR

CL

TR

CL

TR

CL

TR

CL

TR

CL

TR

CL

TR

CL

TR

CL

TR

SP 02 - LEVEE STA. 250+30

SP 01 - LEVEE STA. 249+70LEVEE STA. 245+50

NTU-W11 - LEVEE STA. 249+25 NTU-W12 - LEVEE STA. 251+30

LEVEE STA. 248+00

NTU-W10 - LEVEE STA. 247+37

LEVEE STA. 246+75

NTU-W9 - LEVEE STA. 246+10

O S

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GENERAL SHEET NOTES

SHEET KEYNOTES

1 1

D

N E

W M

A N

H

M

IL

D E

N B

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G E

R

2 2

3.

2.

1.

3 3

3 3

PUMP PAD

PUMP PAD

PUMP PAD

A1

NTU-W09 TO NTU-W12, CROSS SECTIONS

SCALE: NTS (NO VERTICAL EXAGGERATION)

R E

L

IE

F W

E L L S N

T U -W

T

O N

T U -W

FEATURES.

NOT BE USED FOR LOCATION OF SITE FEATURES OR LAYOUT OF PROJECT

ALL INFORMATION ON CROSS SECTIONS IS ADVISORY IN NATURE AND SHOULD

INDEPENDENTLY VERIFY UTILITY DEPTH.

TYPICAL OF DIRECT BURY CONSTRUCTION. CONTRACTOR SHALL

ACTUAL DEPTH OF FIBER OPTIC UTILITIES IS NOT KNOWN. DEPTH SHOWN IS

UPRR/BNSF DOCUMENT "GUIDELINES FOR TEMPORARY SHORING".

APPROXIMATE UPRR ZONES A & B EXCAVATION LIMITS AS DEFINED IN

ACTUAL LIMITS IN THE FIELD.

FROM 6IN OUTSIDE BASE OF STRUCTURE. CONTRACTOR SHALL DETERMINE

APPROXIMATE MAXIMUM EXCAVATION LIMITS, BASED ON 1.5H:1V SIDE SLOPES

FIBER OPTIC UTILITIES. SEE GENERAL NOTE ABOVE.

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0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

0-25-50-75-100

C/E

C/E

C/E C/E

C/E C/E

C/E

R/W

R/W

R/WCL

TR

CL

TR

CL

TR

CL

TR

CL

TR

CL

TR

R/W

R/W

R/W

SP 03 - LEVEE STA. 271+78

R/WC/ECL

TR

R/W

NTU-W24 - LEVEE STA. 268+30 NTU-W27 - LEVEE STA. 271+30 NTU-W29 - LEVEE STA. 273+25

NTU-W23 - LEVEE STA. 266+80 NTU-W26 - LEVEE STA. 270+30 NTU-W28 - LEVEE STA. 272+25

NTU-W22 - LEVEE STA. 265+80 NTU-W25 - LEVEE STA. 269+30

R/W

0-25-50-75-100

R/W

NTU-W30 - LEVEE STA. 274+00

O S

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SHEET KEYNOTES

1 1

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A N

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2 2

3 3

3 3

3.

2.

1.

PUMP PAD

PUMP PAD

A1

NTU-W22 TO NTU-W30, CROSS SECTIONS

SCALE: NTS (NO VERTICAL EXAGGERATION)

R E

L

IE

F W

E L L S N

T U -W

T

O N

T U -W

FEATURES.

NOT BE USED FOR LOCATION OF SITE FEATURES OR LAYOUT OF PROJECT

ALL INFORMATION ON CROSS SECTIONS IS ADVISORY IN NATURE AND SHOULD

INDEPENDENTLY VERIFY UTILITY DEPTH.

TYPICAL OF DIRECT BURY CONSTRUCTION. CONTRACTOR SHALL

ACTUAL DEPTH OF FIBER OPTIC UTILITIES IS NOT KNOWN. DEPTH SHOWN IS

UPRR/BNSF DOCUMENT "GUIDELINES FOR TEMPORARY SHORING".

APPROXIMATE UPRR ZONES A & B EXCAVATION LIMITS AS DEFINED IN

ACTUAL LIMITS IN THE FIELD.

FROM 6IN OUTSIDE BASE OF STRUCTURE. CONTRACTOR SHALL DETERMINE

APPROXIMATE MAXIMUM EXCAVATION LIMITS, BASED ON 1.5H:1V SIDE SLOPES

FIBER OPTIC UTILITIES. SEE GENERAL NOTE ABOVE.

A

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7"

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SECTION A-A

A A

X AXIS

Y A

X

IS

2' 0"

6' 0"

2' 0"

6" TYP

X AXIS

Y A

X

IS

RISER

RELIEF WELL

30" RCP

24" OR

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B

1"/FT, TYP

ASTM C33 FINE AGGREGATE

6" (MAX) DEPTH COMPACTED

ELEVATION

SECTION B-B

RIM ELEVATION

NOTE: MANHOLE X AXIS IS PERPENDICULAR TO LEVEE CENTERLINE.

GEOMETRIC CTR. OF MANHOLE

CENTER OF RELIEF WELL RISER

LOCATION/STATIONING - MATCHES

WORKING POINT FOR STRUCTURE

CONCRETE.

SLAB BLOCK OUT SHALL BE FILLED WITH

AND MANHOLE CONSTRUCTION THE BASE

FOLLOWING COMPLETION OF RELIEF WELL

NOTE:

TWO #5 BARS E.W., CTR'D

C C

SECTION C-C

CENTERED ON MANHOLE Y-AXIS

LOCATION (PROJECTED),

24" ACCESS HOLE

WEIR.

AND 8.6-LF OF PERIMETER

MIN. OPENING OF 1.5-SQ-FT

APPROVED EQUAL WITH

NEENAH R-3498K2GS OR

SHALL BE GRATED MODEL

-W12, & -W13 MANHOLES

COVER AT NTU-W1, -W10,

EXCEPTION: FRAME AND

APPROVED EQUAL

HATCH WITH SOLID LID, OR

R-3498K2S SPRING ASSIST

FRAME AND COVER NEENAH

ONLY SPRING LINE OF PIPE.

-W30 MAY BE GROUTED TO

-W21 TO -W23, AND -W24 TO

MANHOLES NTU-W1 TO -W5,

INVERT CHANNEL FOR

GROUT, TYP

INVERT CHANNEL

RELIEF WELL RISER

MATCHES CENTER OF

LOCATION/STATIONING -

STRUCTURE

WORKING POINT FOR

WELL RISER

OVER RELIEF

CENTERED

(2' X 2.75')

BLOCK OUT

BASE SLAB

SUMP MANHOLES.

GROUTING SHALL MATCH

SPECIAL GROUTING NTU-W28:

6"

1' 0"

* - 6" OR LESS

LISTED BELOW

TO CROWN OF PIPE UNLESS

INVERT CHANNEL GROUTED

42"/48" RCP - DIMENSION 'A' = 3'-0"

30" RCP - DIMENSION 'A' = 2'-1"

24" RCP - DIMENSION 'A' = 2'-4"

NOTE:

OF BLOCK OUT

AROUND PERIMETER

3"x1" KEYWAY

1' 0"

MANHOLE

GEOMETRIC CTR. OF

o

3" (MIN)

oD

30" RCP: 5" (MIN)

24" RCP: 4" (MIN)

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PIPE BEDDING

HAUNCH AND OUTER

GROUND SURFACE

UNCOMPACTED

LOOSELY PLACED

MIDDLE PIPE BEDDING MATERIAL

D

2. SEE SPECIFICATIONS FOR BACKFILL MATERIAL REQUIREMENTS.

1. MAX SIDE SLOPE PER EM385-1-1.

NOTE:

MIDDLE THIRD OF D

48" RCP: 8" (MIN)

8" 2' 0"

.7

ELEVATION

1"/FT, TYP

RIM ELEVATION

24" RCP

4" MIN.

R-1736, OR APPROVED EQUAL

RING AND COVER NEENAH

6"

6"

4' 0"

2' 0"

* - 6" OR LESS

ASTM C33 FINE AGGREGATE

6" (MAX) DEPTH COMPACTED

CS503

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SCALE: NTS

F8

DETAIL - PRECAST RELIEF WELL MANHOLE

SCALE: NTS

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WHILE MAINTAINING THE OUTER DIAMETER OF THE MANHOLE BASESLAB.

8. DIMENSIONS SHOWN FOR STRUCTURES ARE REQUIRED. WALL THICKNESSES MAY BE INCREASED

AND THE PROJECT SPECIFICATIONS.

WITH RESILIENT CONNECTORS (A-LOK PREMIUM OR APPROVED EQUAL) CONFORMING TO ASTM C1478

7. REINFORCED CONCRETE PIPE SHALL BE CONNECTED TO REINFORCED CONCRETE STRUCTURES

FOUR INCHES HIGH.

MANHOLE WITH WHITE FLAT PROFESSIONAL TRAFFIC STRIPING PAINT. LETTERS SHALL BE THREE TO

6. STENCIL MANHOLE IDENTIFIER (E.G. RW #18 OR SUMP#01) ON EACH RELIEF WELL AND SUMP

ENDURO 50 NON-SHRINK GROUT, OR APPROVED EQUAL.

PIPES. SPRAY FORM RELEASE ON WELL RISER AND MONITOR PIPES AND PATCH HOLE WITH CONSPEC

5. IN PRECAST STRUCTURES CAST BLOCK OUT HOLE IN BASE FOR RELIEF WELL RISER AND MONITOR

ON LEVEE SIDE OF STRUCTURE.

GASKET, OR APPROVED EQUAL. ORIENT FRAMES & COVERS TO OPEN PARALLEL TO LEVEE WITH HINGE

4. FRAME & COVER: NEENAH R-3498K2S SPRING ASSIST HATCH WITH SOLID LID AND SOIL-TIGHT

3. STRUCTURES SHALL BE WATERTIGHT, WITH MONOLITHIC BASES AND SEPARATELY CAST TOP SLABS.

2. MANHOLES HAVE BEEN DESIGNED BY COE TO RESIST UPLIFT FORCES.

FOR HS-20 LOADING WITH NO SOIL COVER.

1. IN ADDITION TO OTHER STRUCTURAL LOADING REQUIREMENTS, STRUCTURES SHALL BE DESIGNED

SHEET NOTES:

2 SHOWN ON NEW SHEET SE101

SUMP DETAILS REVISED AND

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FIELD VERIFY

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BELOW GRADE

SUB-STRUCTURE

(SEE NOTE 2)

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SUPER STRUCTURE

REMOVE TOP 2 FEET

OF EXISTING SUB-

STRUCTURE

FINISHED GRADE

LEVEL

EXISTING 24" VCP

(FILL WITH APPROVED

CLSM TO BRICK SEWER)

SEE NOTE #3

EXISTING 18" CIP

(FILL WITH APPROVED

CLSM DOWNSTREAM TO

LOCATION SHOWN

ON SD111) SEE NOTE #3

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SCALE: 3/8" = 1'-0"

ELEVATION

SCALE: 3/8" = 1'-0"

(REMOVE)

(A

P P

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4'-6" (APPROX.)

(A

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7.

6.

5.

4.

3.

2.

1.

FENCING, ETC.

THICKNESSES DOWN TO 2 FEET BELOW GRADE, EXTERIOR STEPS, STOOP

AND PLUMBING EQUIPMENT, CONCRETE FLOOR, SUBSTRUCTURE WALL

SUPERSTRUCTURE: MASONRY WALLS, ROOF, MECHANICAL, ELECTRICAL,

THE CONTRACTOR SHALL FIELD VERIFY THE DIMENTIONS OF THE

DISPOSITION OF DEMOLISHED MATERIALS BY CONTACTOR.

SEE DEMOLITION SPECIFICATION SECTION 02.41.00 FOR GUIDANCE ON

SPECIFICATION).

APPROVED IMPERVIOUS FILL AND RESEED (SEE LEVEE EMBANKMENT

REGRADE ALL DISTURBED AREAS TO MATCH EXISTING ELEVATION WITH

REMOVE EXISTING FENCE, CONCRETE STEPS AND STOOPS.

02.41.00. SUBMIT MIX DESIGN TO CONTRACTING OFFICER FOR APPROVAL.

PRODUCT COMPLYING WITH THE REQUIREMENTS DEMOLITION SPECIFICATION

FILL PIPES WITH APPROVED CONTROLLED LOW STRENGTH MATERIAL (CLSM)

SPECIFICATION SECTION 35 41 00.

FILL BELOW GRADE SUB-STRUCTURE WITH SATISFACTORY FILL AS DEFINED IN

SEE RC101 AND RC102 FOR EXISTING AS-BUILT INFORMATION.

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FAIRCHILD STREET

PUMP STATION

LANDSIDE LEVEE

TOE

C OF LEVEEL

FILL EXISTING

24" VCP PIPE

EXISTING

GATEWELL

FILL EXISTING 18" CIP

(SEE NOTE #2)

PLUG HOLE IN GATEWELL USING

CONSPEC ENDURO 50 NON-SHRINK

GROUT OR EQUIVALENT

PLUG HOLE WITH

BRICK AND MORTAR

OR CONCRETE PLUG

(SEE NOTE #2)

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BRICK SEWER

EXISTING 36" x 54"

SITE PLAN

SCALE: NTS

LOCATION OF VENT PIPE.

IN PLACE AND CAP WELDED AT RETURN BEND. REFERENCE RC101 FOR

UPON COMPLETION OF CLSM OPERATION, EXISTING 4" VENT PIPE IS TO BE LEFT

DISPOSITION OF DEMOLISHED MATERIALS BY CONTACTOR.

SEE DEMOLITION SPECIFICATION SECTION 02.41.00 FOR GUIDANCE ON

SPECIFICATION).

APPROVED IMPERVIOUS FILL AND RESEED (SEE LEVEE EMBANKMENT

REGRADE ALL DISTURBED AREAS TO MATCH EXISTING ELEVATION WITH

APPROVAL.

SPECIFICATION 02.41.00. SUBMIT MIX DESIGN TO CONTRACTING OFFICER FOR

PRODUCT COMPLYING WITH THE REQUIREMENTS IN DEMOLITION

FILL PIPES WITH APPROVED CONTROLLED LOW STRENGTH MATERIAL (CLSM)

SEE RC101 AND RC102 FOR EXISTING AS-BUILT INFORMATION.

5.

4.

3.

2.

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1'-0"

MANHOLE OPNG REINF

SECTIONBSECTIONC

PLAN

B

B

A

SECTIONA

MANHOLE

OPNG

CONST JT

BASE SLAB

SUMP 1: 48" ~ RCP CL

SUMP 2: 48" ~ RCP CL

SUMP 3: 42" ~ RCP CL

CENTERLINES

OF BOX

2 FT X 2 FT OPENING

FOR MANHOLE. SEE

NOTES.

SUMP 1: 24" ~ RCP CL

SUMP 2: 30" ~ RCP CL

SUMP 3: 24" ~ RCP CL

6'-0"

SUMP 01: 24" ~ RCP

SUMP 02: 30" ~ RCP

SUMP 03: 24" ~ RCP

FLOW LINE ELEVATION

SUMP 01: 879.36'

SUMP 02: 878.52'

SUMP 03: 878.64'

FLOW LINE ELEVATION

SUMP 01: 876.19'

SUMP 02: 875.99'

SUMP 03: 876.14'

ELEV

SUMP 01: 886.50'

SUMP 02: 886.50'

SUMP 03: 885.20'

ELEV

SUMP 01: 875.19'

SUMP 02: 874.99'

SUMP 03: 875.14'

V A

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SHT

REINF DETAIL THIS

SEE MANHOLE OPNG

T Y

P

2'-0" (TYP)

SE101 SE101

SE101 SE101

SE101SE101

SE101SE101

1'-0"1'-6"

1'-0" 1'-6"

SE101 SE101

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

SCALE:3/8" = 1'-0"

#6 TYP. EA FACE

PIPE OPENING REINFORCEMENT DETAIL

4" CLEAR

#6 TOP & BOTT

GROUT TO

INVERT OF PIPE

SLOPE TO LOW PT

ELEV VARIES

SEE DETAIL 'A'

ELEV VARIES

SEE DETAIL 'A'

NOTES:

1. CAST-IN-PLACE STRUCTURES ARE TO BE PROVIDED.

2. FRAME & COVER: NEENAH R-3498K2S SPRING ASSIST

HATCH WITH SOLID LID, OR APPROVED EQUAL.

3. SUMP CONFIGURATIONS VARY. SEE PLAN SHEETS.

4. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED AT 3/4".

5. THE MIN. CONCRETE COVER ON REINFORCMENT SHALL BE 3" UNO.

6. REINFORCEMENT #6 @ 12" OC, UNO.

7. PROVIDE FLEXIBLE, WATERTIGHT CONNECTORS FOR CONNECTING

PIPE TO MANHOLES AND INLETS, CONFORMING TO ASTM C1478.

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NOTE: AS-BUILT ELEVATIONS ON THIS REFERENCE SHEET ARE SHOWN NGVD 1929.

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