STATEMENT OF ESTIMATED QUANTITIES · 2015-03-19 · 2105.607 haul & dispose of contaminated material cu yd 1300 740 560 i j 12 2118.607 aggregate surfacing (cv) class 5 cu yd 5 5

BEGIN S.A.P. 074-642-004 STA 101+83.19

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CITY PROJECT 193803023 ·········-----------------·w ----------

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LEGEND

IN PLACE TOPOGRAPHY & REMOVAL PLAN

UTIILITY REMOVAL & RELOCATION PLAN

CONSTRUCTION PLAN

DRAINAGE PLAN

INTERSECTION DETAILS

In rl

n D

END CONSTRUCTION CITY PROJECT 193803023 STA 124+95

2 OF

130

STATEMENT OF ESTIMATED QUANTITIES

SHEET TOTAL ESTIMATED QUANTITIES

NOTES TABS ITEM NO. ITEM DESCRIPTION UNIT S.A.P. 074-642-004 CITY OF BLOOMING PRAIR: NO. TOTAL CSAH 42 STORM SEWER NON-PARTICIPATING

2011.601 VIBRATION MONITORING LS 1 0.52 0.09 0.39

2021.501 MOBILIZATION LUMP SUM 1 0.52 0.09 0.39

B 10 2101.502 CLEARING TREE 7 4 3

B 10 2101.507 GRUBBING TREE 7 4 3

D 10 2104.501 REMOVESEWER PIPE (STORM) LIN FT 427 427

(1) 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT 1110 1110

c 10 2104.501 REMOVE CURB & GUTIER LIN FT 4714 4637 77 2104.501 REMOVE UNDERGROUND WIRE LIN FT 22374 22374

48 2104.501 REMOVE RAILROAD TRACK LIN FT 83 83

c 10 2104.503 REMOVE CONCRETE WALK SQ FT 29606 29414 192

G 11 2104.505 REMOVE PAVEMENT SQ YD 13439 13439

E 10 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 322 322

E 10 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQYD 39 39

(2) 2104.509 REMOVE MICSCELLANEOUS STRUCTURES EACH 1 1

2104.509 REMOVE LUMINAIRE (TYPE SPECIAL A) EACH 14 14

2104.509 REMOVE LUMINAIRE (TYPE SPECIAL B) EACH 11 11

D 10 2104.509 REMOVE MANHOLE OR CATCH BASIN EACH 12 12 .·

(3) 2104.509 REMOVE MANHOLE EACH 11 11

2104.509 REMOVE GATE VALVE & BOX EACH 18 18

2104.509 REMOVE CURB STOP & BOX EACH 24 24

2104.509 REMOVE HYDRANT EACH 6 6

2104.509 REMOVE LIGHT FOUNDATION EACH 13 13

z 94 2104.509 REMOVE SIGN TYPE C EACH 42 42

F 11 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 1025 1025

F 11 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT 984 984 I

2104.523 z 94 SALVAGE SIGN TYPE SPECIAL EACH 2 2

L 12 2540.602 SALVAGE MAIL BOX SUPPORT EACH 2 2 ..

(4) 2104.601 ABANDON WATERMAIN LUMP SUM 1 1

A 9 2105.501 COMMON EXCAVATION (P) CU YD 8709 6225 2484

I A 9 2105.507 SUBGRADE EXCAVATION .·

CU YD 2118 1585 533

A 9 2105.522 SELECT GRANULAR BORROW (CV) CU YD 4054 3648 406

(5) I 2105.523 COMMON BORROW (CV) CU YD 560 560

(6) 2105.607 EXCAVATION SPECIAL CU YD 1300 740 560

2105.607 HAUL & DISPOSE OF CONTAMINATED MATERIAL CU YD 1300 740 560

I J 12 2118.607 AGGREGATE SURFACING (CV) CLASS 5 CU YD 5 5

2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR 40 40

(7) 2130.501 WATER . MGAL 50 50

H, I, J, M, N 11-13 2211.503 AGGREGATE BASE (CV) CLASS 5 MODIFIED CU YO 2969 2418 ..

551

I 11 2301.504 CONCRETE PAVEMENT 6" SQYD 8166 5515 2651

I 11 2301.504 CONCRETE PAVEMENT 7" SQ YD 3683 3165 518

I 11 2301.508 SUPPLEMENTAL PAVEMENT REINFORCEMENT POUND 13439 9540 3899

I 11 2301.602 1. 25" DOWEL BAR EACH 1449 1417 32

I 11 2301.602 DRILL AND GROUT DOWEL BAR (EPOXY COATED) EACH 20 20 2301.602 DRILL AND GROUT REINF BAR (EPOXY COATED) EACH 190 135 55

I SEE SHEET 6 FOR NOTES I REV, NO. DATE BY CHK DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR LJI:::il(:;NI:LJ

g ~~~!~r.2~~ SHEET

"'~ "'~~7'".2;' ~A'"" uc""" eoo•~'""' "m"" KMB STATEMENT OF ESTIMATED QUANTITIES UNDER THE LAW THE STAT. OF ESOTA.

DRAWN 3 ..,_ (, g_

MLW PLAN PAGE 1 of 4 OF CHECKED

0~ S.A.P. 074-642-004 130 NAME CHAD J. SEAMAN UC.NO. 44961 02l12l2015 CJS

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REV. NO. DATE BY CHK

NOTES

(8)

(9)

(10)

(11)

(12)

(13)

(14)

(15)

(16)

(17)

(18)

(19)

(19)

(19)

(20)

(20)

(21)

(21)

(21)

(22)

(23)

DESCRIPTION

TABS

H

K

p

w w w w w p

p

0

0

0

0

0

0

0 0

0 0

w w w w w

SHEET ITEM NO.

NO.

11 2360.501

2451.607

12 2502.541

15 2503.511

77-80 2503.541

77-80 2503.541

77-80 2503.541

77-80 2503.541

77-80 2503.541

15 2503.602

15 2503.602

75-76 2503.602

76 2503.602

15 2503.602

2503.602

2503.602

2503.603

2503.603

2503.603

14 2503.608

2504.601

2504.602

14 2504.602

15 2504.602

14 2504.602

2504.602

2504.602

14 2504,602

14 2504.602

14 2504.602

2504.602

2504.602

2504.602

2504.602

2504.603

2504.603

14 2504.603

14 2504.603

14 2504.603

14 2504.603

2504.603

2504.604

77-80 2506.501

77-80 2506.501

77-80 2506.501 77-80 2506.501

77-80 2506.501

STATEMENT OF ESTIMATED QUANTITIES TOTAL ESTIMATED QUANTITIES

ITEM DESCRIPTION UNIT TOTAL

S.A.P. 074-642-004 CITY OF BLOOMING PRAIRIE

CSAH 42 STORM SEWER NON-PARTICIPATING

TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) TON 246 230 16

ROCK BEDDING (LV) CU YO 50 50

4" PERF PVC PIPE DRAIN LIN FT 3957 3957

8" PVC PIPE SEWER LIN FT 1101 1101

12" RC PIPE SEWER DES 3006 CL V LIN FT 328 328



21" RC PIPE SEWER DES 3006 CL III LIN FT 40 40

24" RC PIPE SEWER DES 3006 CL III LIN FT 28 28

CONNECT TO EXISTING SANITARY SEWER EACH 5 5

CONNECT TO EXISTING MANHOLES (SAN) EACH 1 1

CONNECT TO EXISTING STORM SEWER EACH 9 9

CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 1 1

CONNECT TO EXISTING SANITARY SEWER SER EACH 60 60

8"X4" PVC WYE EACH 21 21

8"X6" PVC WYE EACH 14 14

SANITARY SEWER INSPECTION LIN FT 1960 1960

4" PVC SANITARY SERVICE PIPE LIN FT 1575 1575

6" PVC SANITARY SERVICE PIPE LIN FT 790 790

DUCTILE IRON FITTINGS POUND 2664 2664

·.•

TEMPORARY WATER SERVICE LUMP SUM 1 1

RECONNECT WATER SERVICE EACH 27 27

CONNECT TO EXISTING WATERMAIN EACH 11 11

CONNECT TO EXISTING WATER SERVICE EACH 25 25

HYDRANT EACH 7 7

1" CORPORATION STOP EACH 47 47

1.5" CORPORATION STOP EACH 4 4

6" GATE VALVE & BOX EACH 7 7



4" SADDLE EACH 17 17

6" SADDLE EACH 8 8

1" CURB STOP & BOX EACH 20 20

1.5" CURB STOP & BOX EACH 5 5

1" TYPE K COPPER PIPE LIN FT 1640 1640

1.5" TYPE K COPPER PIPE LIN FT 182 182

6" WATERMAIN DUCTILE IRON CL 52 LIN FT 169 169



10" WATERMAIN HOPE (DIRECTIONAL DRILLED) LIN FT 295 295

14" WATERMAIN HOPE CASING PIPE (DIRECTIONAL DRILLED) LIN FT 61 61

4" POLYSTYRENE INSULATION SQYD 20 20

CONST DRAINAGE STRUCTURE DESIGN N LIN FT 59 59 CONST DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 7 7

CONST DRAINAGE STRUCTURE DESIGN SD-60 LIN FT 4 4 CONST DRAINAGE STRUCTURE DESIGN SD-96 LIN FT 3 3

CONST DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 80 80

I SEE SHEET 6 FOR NOTES I I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR U~!:iH:iN~U

~~~~~~br~~ SHEET

"'"~ m ~"'="' ",2'' AA A"""="~" •~mruo-.c """'m KMB STATEMENT OF ESTIMATED QUANTITIES UNDER THE LAW TH7~F ESOTA. 4 DRAWN

...,_ (. 'D. MLW PLAN PAGE 2 of 4 OF

CHECKED 130 - S.A.P. 074-642-004 NN<E CHAD J. SEAMAN UC.NO. 44961 DATE 02ll2l2015 CJS

STATEMENT OF ESTIMATED QUANTITIES

SEE SHEET FOR NOTES

5PLAN PAGE 3 of 4

6

02/27/2015

1 02/27/2015 EDT CJS ADDENDUM 1

SHEET

OF

DESIGNED

DRAWN

CHECKED

UNDER THE LAWS OF THE STATE OF MINNESOTA.

UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR

DATELIC. NO.NAME

REV. NO. DATE BY CHK DESCRIPTION

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130CJSCHAD J. SEAMAN 44961

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S.A.P. 074-642-004

STATEMENT OF ESTIMATED QUANTITIES6

PLAN PAGE 4 of 4


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KMB

MLW

S.A.P. 074-642-004

.:.; w a 0 ::0:

I

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REV. NO. DATE BY CHK

STANDARD PLATES The following standard plates approved by the Federal Highway Administration shall apply on this project.

MN/DOT DESCRIPTION

PLATE NO.

1070M SUPPLEMENTAL PAVEMENT REINFORCEMENT

1103K TYPICAL DOWEL BAR ASSEMBLY (2 SHEETS)

1150R CONCRETE HEADER)OINTS (2 SHEETS)

1210G CONCRETE PAVEMENT ADJACENT TO RAILWAY CROSSING

.·

3000L REINFORCED CONCRETE PIPE (5 SHEETS)

3006G GASKET JOINT FOR R.C. PIPE (2 SHEETS)

3007E SHEAR REINFORCEMENT FOR PRECAST DRAINAGE STRUCTURES

4003B 30" PRECAST CATCH BASIN- DESIGN N

4010H CONCRETE SHORT CONE & ADJUSTING RING (SECTIONAL CONCRETE)

4011E PRECAST CONCRETE BASE

402.0J MANHOLE OR CATCH BASIN FOR USE WITH OR WITHOUT TRAFFIC LOADS (2 SHEETS)

4022A MANHOLE OR CATCH BASIN COVER- 3' X 2' OPENING - FOR USE WITH OR WITHOUT TRAFFIC LOADS

4024A 48" DIAMETER PRECAST SHALLOW DEPTH CATCH BASIN - DESIGN SD

4026A CONCRETE ENCASED CONCRETE ADJUSTING RINGS

4101D RING CASTING FOR MANHOLE OR CATCH BASIN

4108F ADJUSTING RINGS FOR CATCH BASINS & MANHOLES

4110F COVER CASTING FOR MANHOLE (FOR USE IN ALL TRAFFIC AREAS) - CASTING NO. 715 & 716

4125D CATCH BASIN FRAME CASTING (FOR SQUARE GRATE) - CASTING NO. 806

4132F CATCH BASIN FRAME CASTING (FOR SQUARE GRATE) - CASTING NO. 805

4134A CURB BOX CASTING FOR CATCH BASIN (FOR DESIGN B CURBS) - CASTING NO. 825

4152C CATCH BASIN GRATE CASTING - CASTING NO. 814A

4180J MANHOLE OR CATCH BASIN STEP

7000E INTEGRANT CURBS (DESIGN B, V AND D)

7020K CONCRETE CURB (DESIGN B, V, S, DR & BR) (2 SHEETS)

7035N CONCRETE WALK & CURB RETURNS AT ENTRANCES

7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES

7100H CONCRETE CURB & GUTTER (DESIGN B & V)

7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB & GUTTER)

7112C INSTALLATION & REINFORCEMENT OF CATCH BASIN & MANHOLE CASTINGS (CONCRETE INTEGRANT CURBS)

80001 STANDARD BARRICADES

DESCRIPTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR ut:::>l\;mt:u

"'"ffi ~ ~"'"~""' •:rn '"' """ "~'"" '""'~"~" """~ KMB UNDER THE LAW TH70F ESOTA.

DRAWN

:,. (. D EDT

CHECKED NAt-1E CHAD J. SEAMAN uc.No. 44961 -;;;. D1L29L2ots CJS

TABULATION INDEX TAB

SHEET NO. DESCRIPTION LETTER

A 9 EARTHWORK SUMMARY

B 10 CLEARING & GRUBBING

c 10 REMOVE CURB & GUTTER, CONCRETE WALK

D 10 REMOVE MISCELLANEOUS DRAINAGE ITEMS

E 10 DRIVEWAY PAVEMENT REMOVAL

F 11 SAW CUTS

G 11 PAVEMENT REMOVAL

H 11 BITUMINOUS SUMMARY

I 11 CONCRETE PAVEMENT

J 12 DRIVEWAY PAVEMENT

K 12 SUBSURFACE DRAIN

L 12 MAIL BOXES

M 12 CONCRETE CURB & GUTTER

N 13 CONCRETE WALK

0 14 WATERMAIN UTILITY - CITY OF BLOOMING PRAIRIE p 15 SANITARY SEWER UTILITY - CITY OF BLOOMING PRAIRIE

Q 16 COMMUNICATION UTILITIES

R 16 GAS UTILITIES

s 17 WATERMAIN UTILITIES

T 18 ELECTRIC UTILITIES

u 18 SANITARY SEWER

v 53 ALIGNMENT TABULATION

w 77-80 DRAINAGE TABULATION

X 87 TURF ESTABLISHMENT & EROSION CONTROL y 91 STRIPING

z 92 REMOVE, SALVAGE AND INSTALL SIGNS

AA 92 SIGN PANELS TYPE C

BB 92 SIGN PANELS TYPE D

BASIS OF ESTIMATED QUANTITIES TYPE SP WEARING COURSE MIXTURE 1113 LBS/SY IN FERTILIZER TYPE 1 1200 LBS/ ACRE

STANDARD PLATES & TABULATON INDEX SHEET U ~!?.~~~br~C?o!!. 7

BASIS OF QUANTITES OF

S.A.P. 074-642-004 130

.:.; w Cl 0 ::E

REV. NO. DATE

SAW CUTS

STATION TO STATION LOCATION

S.A.P. 074-642-004 CSAH 42 101+71 TO 101+71 CENTER AVE WEST

101+83 TO 101+93 LT WALK

101+80 TO 101+89 RT WALK 102+10 TO 102+42 LT CENTER AVE NORTH

102+07 TO 102+42 RT CENTER AVE SOUTH

102+59 TO 102+64 LT WALK

102+60 TO 102+65 RT WALK

103+01 TO 105+57 LT PRIVATE WALKS

103+23 TO 105+89 RT PRIVATE WALKS

105+11 TO 105+31 RT DRIVEWAY

106+27 TO 106+30 LT WALK

106+25 TO 106+29 RT WALK

106+44 TO 106+85 1ST AVE NORTH

106+44 TO 106+85 1ST AVE SOUTH

107+00 TO 107+04 LT WALK

107+00 TO 107+04 RT WALK

107+53 TO 110+02 LT PRIVATE WALKS

108+08 TO 110+41 LT DRIVEWAYS

107+40 TO 109+43 RT PRIVATE WALKS

107+51 TO 109+78 RT DRIVEWAYS

110+15 TO 110+28 RT ALONG BUILDING

110+63 TO 110+74 LT WALK

110+71 TO 110+76 RT WALK 110+78 TO 111+29 2ND AVE NORTH

110+80 TO 111+32 2ND AVE SOUTH

111+33 TO 111+62 LT WALK

111+34 TO 111+60 RT WALK

111+62 TO 114+92 L T ALONG BUILDINGS

111+60 TO 111+68 RT DRIVEWAY

114+92 TO 115+16 LT WALK

114+92 TO 115+15 RTWALK

115+18 TO 115+74 3RD AVE NORTH

115+18 TO 115+70 3RD AVE SOUTH

115+77 TO 116+05 LT WALK

115+76 TO 115+84 LT WALK (3RD AVE NE) 115+73 TO 115+99 RT WALK


117+31 TO 117+39 LT WALK

117+53 TO 117+92 RT WALK

117+41 TO 117+95 TH 218 WEST

117+87 TO 118+60 TH 218 EAST


121+31 TO 121+62 MILL AVE NORTH

121+94 TO 122+24 MILL AVE SOUTH

122+26 TO 112+37 RT WALK 112+85 TO 122+95 LT DRIVEWAYS

122+37 TO 123+42 RT ALONG BUILDINGS

123+69 TO 123+73 RT PRIVATE WALK

12.4+22 TO 124+57 5TH AVE NORTH

124+23 TO 124+58 5TH AVE SOUTH

124+61 TO 124+95 RT WALK

124+85 TO 124+85 5TH AVE EAST

TOTALS

BY CHK DESCRIPTION

F PAVEMENT REMOVAL G BITUMINOUS SUMMARY H 2104 2104 2211 2360

SAWING SAWING AGGREGATE TYPE SP 12.5 CONCRETE BIT REMOVE BASE (CV) WEARING PAVEMENT PAVEMENT REMARKS STATION TO STATION LOCATION PAVEMENT REMARKS STATION TO STATION LOCATION CLASS 5 COURSE MIX REMARKS

(FULL DEPTH) (FULL DEPTH) MOD (3,C)

LIN FT LIN FT SQ YD CUYD TON S.A.P .. 074-642-004 S.A.P. 074-642-004

CSAH 42 CSAH 42 so 101+85 TO 117+85 ML 6981 102+06 TO 102+43 LT 17 24

10 117+87 TO 120+20 ML 1040 102+09 TO 102+42 RT 8 11 9 120+45 TO 124+84 ML 2162 106+44 TO 106+85 LT 19 26

38 SUBTOTAL 10183 106+44 TO 106+85 RT 19 26 41 ·. 110+78 TO 111+29 LT 9 13

10 CITY OF BLOOMING PRAIRIE 110+80 TO 111+32 RT 10 14 5 CSAH 42 115+18 TO 115+76 LT 60 82

37 101+71 TO 101+83 ML 58 115+18 TO 115+71 RT 25 34 19 101+85 TO 117+85 ML 2570 PARKING LANES SUBTOTAL 166 230 20 110+80 TO 111+32 48 RT TO 59 RT 59

4 117+69 TO 118+20 28 LTTO 34 RT 164 CITY OF BLOOMING PRAIRIE 5 120+45 TO 124+84 ML 370 PARKING LANES CSAH 42

46 124+85 TO 124+95 ML 34 110+79 TO 111+32 RT 10 14 46 SUBTOTAL 3256 SUBTOTAL 10 14

5 4 TOTALS 13439 TOTALS 176 244

26

49

26

63 28 CONCRETE PAVEMENT I 8 2211 2301 6 AGGREGATE CONCRETE CONCRETE SUPPLEMENTAL 1.25" DRILL &

58 BASE (CV) PAVEMENT PAVEMENT PAVEMENT DOWEL GROUT

59 STATION TO STATION LOCATION CLASS 5 6" 7" RIENFORCEMENT BAR DOWEL BAR REMARKS

11 MOD (EPOXY

6 COATED)

.. CU YD SO YD SO YD POUND EACH EACH 29 S.A.P. 074-642-004 8 CSAH 42

11 101+83 TO 117+88 ML 920 5515 7064 10 117+41 TO 117+85 LT 17 100 TH 218 PAVEMENT

412 117+87 TO 120+23 ML 163 976 439 551 54 120+41 TO 124+85 ML 349 2089 2037 866

8 SUBTOTAL 1449 5515 3165 9540 1417 39 12 CITY OF BLOOMING PRIARIE 18 CSAH 42 12 101+71 TO 101+83 ML 10 59 12 102+65 TO 106+25 LT 41 241 115

186 102+65 TO 106+23 RT 40 240 1248 175 107+05 TO 110+68 LT 44 263 39

36 107+05 TO 110+68 RT 44 261 932 37 111+44 TO 115+05 LT 130 779 394 39 111+44 TO 110+05 RT 52 311 211

25 115+84 TO 117+38 LT 53 316 10 115+84 TO 117+68 RT 26 152 79

103 117+69 TO 117+92 ML 5 29 5 117+75 TO 118+20 ML 23 136 20 20 TH 218 PAVEMENT

41 121+87 TO 124+08 LT 33 196 94 41 122+37 TO 124+08 RT 26 152 787

11 124+85 TO 124+95 ML 6 34 12 36 SUBTOTAL 533 2651 518 3899 32 20

1025 984 TOTALS 1982 8166 3683 13439 1449 20

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR Dt:SH:iNt:D SHEET """ "~e~"'"W''"' "~T> .-A""" "~'ro ~~'"'~ "Q'"" KMB

:~ ~!2~~br~~~ TABULATIONS

UNDER THE lAW TH7._0F ESOTA. 11 DRAWN

(.. J>_ EDT PLAN PAGE :2 of 6 OF

CHECKED S.A.P. 074-642-004 130

NAME CHAD J, SEAMAN UC,NO. 44961 ;;;. D1l29l2015 CJS

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REV. NO. DATE BY

STATION TO STATION

S.A.P. 074-642-004 CSAH 42

105+08 TO 105+34 105+45 TO 105+61

107+48 TO 107+64 108+05 TO 108+22 108+06 TO 108+38 109+31 TO 109+82

109+48 TO 109+69 110+20 TO 110+44 111+57 TO 111+71 112+72 TO 112+94

115+78 TO 115+84 116+65 TO 116+89

118+73 TO 119+14 121+16 TO 121+52

122+35 TO 122+71 122+82 TO 122+98

TOTALS

SUBSURFACE DRAIN 2502

4" PERF PVC PIPE

STATION TO STATION LOCATION DRAIN

LIN FT S.A.P. 074-642-004

CSAH 42

102+71 TO 104+40 LT 170

104+40 TO 106+05 LT 166

102+71 TO 104+40 RT 170

104+40 TO 106+05 RT 166 106+15 TO 107+10 LT 96

106+15 TO 106+54 RT 40

106+54 TO 107+10 RT 58

107+14 TO 107+40 LT 26 107+40 TO 111+61 LT 424

107+14 TO 111+76 RT 467 111+65 TO 112+83 LT 119

112+88 TO 114+87 LT 200 111+80 TO 112+83 RT 104

112+88 TO 114+87 RT 200

114+93 TO 115+56 LT 70

114+91 TO 117+48 RT 261

115+61 TO 117+20 LT 164

117+25 TO 117+68 LT 47 118+50 TO 119+96 LT 146

118+40 TO 120+19 RT 198 120+59 TO 124+00 LT 343

120+78 TO 124+00 RT 322

TOTALS 3957

CHK DESCRIPTION

DRIVEWAY PAVEMENT l 2211 2118 2531

AGGREGATE AGGREGATE 6" CONCRETE 8" CONCRETE BASE (CV) SURFACING DRIVEWAY DRIVEWAY

LOCATION CLASS 5 (CV) CLASS 5 PAVEMENT PAVEMENT REMARKS MOD

CU YD CU YD SO YD S_Q YD

RT 8 44

RT 4 23

RT 4 23

LT 5 26

RT 9 50

RT 16 93

LT 6 36

LT 7 41

RT 3 13

RT 4 23

LT 3 16

LT 4 24 3RD AVE NE

LT 13 74 RT 3 15

LT 6 5 35

LT 3 13

98 5 425 124

K

DRAINS TO

STRUCTURE REMARKS NO.

MAIL BOXES 2104 2540

SALVAGE INSTALL MAIL BOX MAIL BOX

CB 5002 STATION LOCATION SUPPORT SUPPORT CB 5006 CB 5003

EACH EACH CB 5004 S.A.P. 074-642-004

CB 5007 CSAH 42

CB 5005 105+57 LT 1 1

MH 5010 107+59 LT 1 1

CB 5014 CBS014A

TOTALS CB 5015

2 2

CB 5017 NOTE: CB 5021 (1) MULTIPLE UNIT MAIL BOX. CB 5019

CB 5020

MH 5022 CB 5026 CB 5025

MH 5027 CB 5032

MH 5033 CB 5037

CB 5036


"'"" "\~'"~"OM '2" ~ '00" ='""" '~'""OM~ OMmM"M UNDER THE LAW TH?_OF ESOTA •

c:. l.o_

NAME CHAD J. SEAMAN uc.No. 44961 ~ 01[29[2015

CONCRETE CURB & GUTTER M 2211 2531

fi\GGREGATE CONCRETE CONCRETE CONCRETE BASE (CV) C&G CURB CROSS

STATION TO STATION LOCATION CLASS 5 DESIGN DESIGN GUTTER REMARKS MOD B624 v

(2) CU YD LIN FT LIN FT LIN FT

S.A.P. 074-642.:...004 ·.

CSAH 42

101+83 TO 102+08 LT 4 65 101+83 TO 102+05 RT 3 44 101+90 TO 102+59 RT 4 70 101+96 TO 102+59 LT 4 64 102+44 TO 106+42 LT 24 483 102+44 TO 106+42 RT 23 463 106+32 TO 106+97 RT 4 65 106+32 TO 106+97 LT 4 65 106+87 TO 110+85 LT 23 473 106+87 TO 110+86 RT 23 463 110+51 TO 110+71 RT 1 33 110+75 TO 111+33 LT 3 59 110+76 TO 111+34 RT 3 59 111+23 TO 115+27 LT 24 480 111+24 TO 115+26 RT 24 483 115+17 TO 115+75 LT 3 59 115+65 TO 117+63 LT 15 307 115+65 TO 117+93 RT 14 286 115+77 TO 115+77 LT 2 21 118+04 TO 119+98 LT 12 231 118+61 TO 120+18 RT 9 173

L 120+46 TO 121+30 LT 6 107 120+64 TO 121+96 RT 8 157 121+60 TO 124+20 LT 16 310

REMARKS 122+25 TO 124+21 RT 12 236 124+08 TO 124+72 RT 4 64 124+08 TO 124+85 LT 4 78 124+59 TO 124+85 LT 3 50 124+60 TO 124+85 RT 3 46

SUBTOTAL 282 4878 33 583 (1) (1) CITY OF BLOOMING PRAIRIE

CSAH 42

101+71 TO 101+83 LT 1 12

101+71 TO 101+83 RT 1 12 110+79 TO 110+80 RT 1 12

111+32 TO 111+32 RT 1 10 124+85 TO 124+95 LT 1 10 124+85 TO 124+95 RT 1 10

SUBTOTAL 6 66

TOTALS 288 4944 33 583

NOTE: (2) INTEGRANT CURB INCIDENTAL.

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TABULATIONS SHEET U ~~2~~br~'?..~-KMB

12 DRAWN PLAN PAGE 3 of 6 OF EDT

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02/27/2015


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10'-12'

WALK

16'

BLVD

8'

PARKING LANE

-r---------------~ rB618 .. ,., ..

8'

PARKING LANE

. rB618

INPLACE CSAH 42 CSAH 41 (CENTER AVE) TO 2ND AVE

10'

THRU LANE

10'

THRU LANE

8'

PARKING LANE

B618~

,___ 3" - 4" BITUMINOUS PAVEMENT

16' 5'

BLVD WALK

J

'---0"- 8" CONCRETE PAVEMENT/AGGREGATE BASE

INPLACE CSAH 42 2ND AVE TO TH 218 (HWY AVE)

20'

THRU LANE

20'

THRU LANE

'--2"- 3" BITUMINOUS PAVEMENT

,__0" -7" CONCRETE PAVEMENT

8'

PARKING LANE

10'-12'

WALK

B618\ m-------,r .......

NOTE:

INPLACE PAVEMENT SECTION DEPTHS ARE BASED ON SOIL BORINGS AND BEST AVAILABLE INFORMATION. ACTUAL DEPTHS AND SECTION UNIFORMITY MAY VARY FROM WHAT IS SHOWN. NO ADJUSTMENT WILL BE MADE TO UNIT PRICES DUE TO PAVEMENT THICKNESS VARIABILITY.

til~

~ ~~~~~~~~~~----~~~~~-----9----------------------------~~~~~~~~~~~~~~~~~~~~~~--~~~~~r--------------------------------------------r-----------------------------------------,~~~1 it. REV. NO. DATE BY CHK DESCRIPTION I HEREBY CERTIFYTHATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR Ul:0>1l:iNl:U -· TYPICAL SECTIONS SHEET

o:; ~ UNDERTHELAW TH?STAT. OF ESOTA. DRAWN . tone roo e 19 wi::; ~ 1----f----t--+--+------------1 UNDER M,;Y~IRECT UPERVISION AN:r.D THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER MLW u s b k 0 0 1---+---+-+--+------------1 NOT TO SCALE CAZ EXISTING PLAN PAGE 1 of 4 OF

~ ~ 1---+----+--+--+------------t ""'" cHADJ.;EAMAN <. 'D uc.No. 44961 ;;;;;;, ott29t2ols cH~~ED . Engineering.... _,._, Solutions~ S.A.P. 074-642-004 130

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ct. REV. NO. DATE BY CHK DESCRIPTION

~ w 1------1------~--~--~----------------------~ 01!;;: 0 0 ._ ____ ,_ ______ r---r---r---------------------~ 9 9 ._ ____ ,_ ______ r-~r---r---------------------~ ~ ~ 1------,_------r-~r-~r-----------------------i

5'

WALK

l

NOT TO SCALE

INPLACE CSAH 42 TH 218 (HWY AVE) TO CSAH 42 (5TH AVE)

5'-7' 8'

BLVD PARKING LANE

r_B618

~-"

12'

THRU LANE

12'

THRU LANE

8'

PARKING LANE

B618~

-3"- 4" BITUMINOUS PAVEMENT

'----0"- 3" AGGREGATE BASE

UNDER THE LAW THE ST/70F ESOTA.

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY.~IRECT UPERVISION AN~D TH:AT I AM A DULY UCENSED PROFESSIONAL ENGINEER

...,_f~c:.. 0.

Ut:::OluJU:U

MLW DRAWN

CAZ CHECKED

CJS CHAD J. SEAMAN 44961 ;;:;;. 01/29/2015

7'

WALK

J

NOTE:

INPLACE PAVEMENT SECTION DEPTHS ARE BASED ON SOIL BORINGS AND BEST AVAILABLE INFORMATION. ACTUAL DEPTHS AND SECTION UNIFORMITY MAY VARY FROM WHAT IS SHOWN. NO ADJUSTMENT WILL BE MADE TO UNIT PRICES DUE TO PAVEMENT THICKNESS VARIABILITY.

TYPICAL SECTIONS

EXISTING PLAN PAGE 2 of 4

S.A.P. 074-642-004

SHEET

20 OF

130

.:.; w c 0 ::;:

it. REV. NO. DATE BY CHK

1·A

DESCRIPTION

~ Li.i 1---+----1--+---+------------1 2!o: COI-----t----t--t---+-----------1 ~~1----t---1--t--+-----------1 0.0.1----t---1--t--+-----------1

R/W

5'

WALK

14'-16' BLVD

8' PARKING

LANE

PROPOSED CSAH 42 CSAH 41 (CENTER AVE) TO 2ND AVE

STA 101+85 TO STA 111+00

<t so· I

12' 12' 8' THRU LANE

THRU LANE

PARKING LANE

R/W

14'-15' 5' BLVD WALK

L"TOPSOIL ~ VAR B624 PROFILE GRADE" B624 A VAR -~~0=.0=2=ir+...:--:::t~4--

- 1+ - -~_j_--~ /0....JJ:JJL " 0~ ~ ~0 ~\ !CT-- ~- _Jf. L :I-~ l INSET ~· TOPstiL ~ !lll't'~ l'f.l•;,Jr l: + l INSET ~4

R/W

12' WALK

NOT TO SCALE

~t-~:.------·' -:~;;;:--~:~::::::;---~.:-~1'(_ r.;'\ @sUBSURFACE DRAIN ~J

SUBSURFACE DRAIN'-J

22'

PROPOSED CSAH 42 2ND AVE TO TH 218 (HWY AVE)

STA 111+00 TO STA 118+00

80'

12' THRU LANE

<t

12' THRU LANE

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY i'~~fERVISION AN~T I AM A DULY UCENSED PROFESSIONAL ENGINEER

UNDER TH~H?~~ 0

ESOTA.

UI:::.HoNI:U

KMB DRAWN

KJM

NAME CHAD J. SEAMAN UC, NO, 44961 ~ 01/29/2015

CHECKED CJS

10'

PARKING

R/W

12' WALK

NOTES:

ALL CROSS SLOPES ARE FT/FT.

0 SEE PAVING, DRIVEWAYS & SUPERELEVATION PLAN FOR CROSS SLOPE DETAILS AND TRANSITIONS.

0 SEE MISCELLANEOUS DETAILS SHEET. SEE DRAINAGE PLAN FOR LOCATIONS.

INSET A

fhf CQO hflAOr:l

\.': :: :· .. <· :::::·I \-··.· ... :- .. ·.·/ ~v

'---- 6" CONCRETE PAVEMENT (SPEC. 2301)

- 6" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

'------ 12" SELECT GRANULAR (SPEC. 2105)

INSET B

- 4" CONCRETE WALK (SPEC. 2521)

i...-- 4" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

INSET C

(\ r.::·~ ··~~·\'1:.1··~~ ::·~·.~~·~:!1

ro

'---- 4" CONCRETE WALK SPECIAL (SPEC. 2521)

- 4" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

TYPICAL SECTIONS

PROPOSED PLAN PAGE 3 of 4

S.A.P. 074-642-004

SHEET

21 OF

130

R/W

5' WALK

R/W

4' WALK

6'-13' BLVD

4'-6'

BLVD

14'-10' RTTURN

LANE/SHLD

10' PARKING

B624

G2 0.02

PROPOSED CSAH 42 TH 218 (HWY AVE) TO MILL AVE

STA 118+00 TO STA 121+80

<t. I

80'-66'

12' THRU LANE

PROFILE GRADE

12' THRU LANE

10' SHLD

B624

/, .>-;t

-------------------- ,~ GRADING GRADE t.o'~Yk---

@sUBSURFACE DRAIN_]'

PROPOSED CSAH 42 MILL AVE NE TO CSAH 42 (5TH AVE)

STA 121+80 TO STA 124+85

12' THRU LANE

PROFILE GRADE

66'

<t. I

12' THRU LANE

10' 6'-16' PARKING WALK

~ 6" TOPSOIL \A ----------

-,t~LO' INSET D

I,Y>; -------------------- I

GRADING GRADE l.O'~Yk---.l SUBSURFACE DRAIN 0

BITUMINOUS ROADWAY

TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C (SPEC. 2360) (2 LIFTS)

0 SUBSURFACE DRAIN_]'

CONCRETE DRIVEWAY

6" CONCRETE DRIVEWAY PAVEMENT

R/W

R/W

8 - 9" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)0 6" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

44961 01/29/2015

NOTES:

ALL CROSS SLOPES ARE FT/FT.

0 SEE PAVING, DRIVEWAYS & SUPERELEVATION PLAN FOR CROSS SLOPE DETAILS AND TRANSITIONS.

0 SEE MISCELLANEOUS DETAILS SHEET. SEE DRAINAGE PLAN FOR LOCATIONS.

0 MATCH AGGREGATE DEPTH OF ADJACENT CONCRETE PAVEMENT SECTION.

INSET B

4" CONCRETE WALK (SPEC. 2521)

4" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

INSET D

7" CONCRETE PAVEMENT (SPEC. 2301)

6" AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

12" SELECT GRANULAR (SPEC. 2105)

BITUMINOUS DRIVEWAY

TYPE SP 12.5 WEARING COURSE MIXTURE SPWEB340C (SPEC. 2360) (2 LIFTS)

6 AGGREGATE BASE CLASS 5 MODIFIED (SPEC. 2211)

PLAN PAGE 4 of 4 22

OF

130

.:.; w 0 0 ::;:

6'- 20'

L2TU

12'

SLOPE

DIRECTION OF TRAFFIC

MAINLINE PAVEMENT DOWELED

2 WAY TRAFFIC - 24' WIDE LITH

TIE BAR T /2 ± 111

SECTION A-A

121

44961 01/29/2015

6'- 8'

CHECKED

CJS

2'

624

GENERAL NOTES:

SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS SLOPES AND PAVEMENT THICKNESS,T.

DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103.

ALL REINFORCING BARS SHALL BE EPOXY COATED AND COMPLY WITH SPEC. 3301.

FOR SUPPLEMENTAL PAVEMENT REINFORCEMENT SEE STANDARD PLATE 1070.

TIE BARS: USE NO.4 BARS 2' 6" LONG, AT 3' SPACING.

NOTES:

0 11' JOINT SPACING WEST OF TH 218 • 13' JOINT SPACING EAST OF TH 218.

@ C2H JOINT WEST OF TH 218 NO DOWEL BAR ASSEMBLIES REQUIRED WEST Of TH 218.

S.A.P. 074-642-004 130

.:_; w 0

~

SEAL CONCRETE WALK JOINTS

1/2" PREFORMED JOINT MATERIAL (LEAVE TOP 1/2" LOW)

CD SEE SPECIAL PROVISIONS FOR SILICONE SPECIFICATIONS

SUBSURFACE DRAIN DETAIL

BOTTOM OF SELECT GRANULAR

FINE FILTER AGGREGATE SPEC 3149 (INCIDENTAL)

NOTE:

®

4" PERFORATED PVC PIPE DRAIN - SPEC. 3248 WITH TYPE I GEOTEXTILE WRAP - SPEC. 3733 PROVIDE 2" MIN. FINE FILTER AGGREGATE AT ALL POINTS AROUND THE PIPE.

CONNECT TO DRAINAGE STRUCTURES AS SHOWN IN THE DRAINAGE PLAN. INVERT OF PVC PIPE DRAIN SHALL BE A MINIMUM OF 0.5' ABOVE THE LOW INVERT OF THE DRAINAGE STRUCTURE.

2' MIN FROM TRANSVERSE JOINT

PLAN VIEW

SECTION A- A

4" MIN FROM EDGE OF PAVEMENT

(#16) DIA. + 2'-0" LONG

REINFORCING FOR CONCRETE PAVEMENT AROUND MANHOLES

.:.; w 0

~

ct. REV. NO. DATE BY CHK

B624

DESCRIPTION

~~~--;----~--+--~--------------~ 00 ._----+------+---+--~--------------------~

~~ .-----+------+---+---r----------------------~

CURB TRANSITION DETAIL

B618

CONCRETE CURB & GUTTER DETAILS

CONCRETE CROSS GUTTER DETAIL

EXISTING B618 C&G

00

11 I 11 I 11 I

I II I II 1 II EXISTING B618 C&G

FLOW LINE

B624~~----------------------------CONCRETECROSSGUTTER----------------------------+r~B624

3- #4 REBAR, CONTINUOUS (INCIDENTAL)

I. 4'

SECTION A- A

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT UPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE LAW THE STAT. OF ESOTA.

44961 01/29/2015

CHECKED

CJS

0

• I

\ Stonebrooke

NOTES:

0 0 0 0

LENGTH OF B624 C&G TRANSITION TO B618 C&G SHALL BE PAID FOR AS B624 C&G.

ALL CURB & GUTTER AND CONCRETE CROSS GUTTER SHALL BE MEASURED AT THE FLOWLINE.

~~~~~~fv~E~GJ~~E0ir~EvXffo~A~~~, FOR JOINT LAYOUTS AT EACH INTERSECTION .

CONCRETE PAVEMENT AREA.

MISCELLEANOUS DETAILS

S.A.P. 074-642-004

PLAN PAGE 3 of 5

SHEET

25 OF

130

.:; w 0 0 ::;:

SEE JOINT DETAIL A OR B

ClU & C2H

SEE JOINT DETAIL C, D, OR E 7

C3P, C4S, C5H

1/811

=-=-,r-

SEE JOINT DETAIL A OR B

ClU-0 & C2H-D

SEE JOINT DETAIL C, D, OR E

JOINT SEALER

DOWEL BAR ASSEMBLY

C3P-D,C4S-D,C5H-D

JOINT DETAIL A SAWED & UNSEALED

JOINT DETAIL B@ SAWED & SEALED

JOINT DETAIL C ® SAWED AND SEALED

:9 Q. ..: l!l::e:

·@ ~ 'lc ,.., .. ct)l

FINAL SAW CUT 3/8 11

3/8 11 x 1-1/411 •

1 r -

BACKER ROD MUST BE 1/811 WIDER THAN JOINT

~ i----:-.--1------.-

JOINT DETAIL D@@ SAWED AND SEALED

REQUIRED DIMENSIONS JOINT TYPE TRANSVERSE

NOMINAL 11/1611

SEALER SIZE USE IN ALL 3/8 11 JOINTS a 0.69 11 + 0.13 11 - 0.05 11

b 0.08 11 ± 0.02 11

c 0.25 11 MIN. d 0.63 11 MIN.

1/8 .. c + 1/811 , - 111611 > TOP OF SEALER BELOW PAVEMENT SURFACE

3/8 11 JOINT SEALER

JOINT DETAIL E ®® SAWED AND SEALED

SPEC. REFERENCE 3721

TYPICAL SHAPE FOR SATISFACTORY INSTALLATION

IN JOINT ( 5 CELL MIN. ) ~I 0:;

" ~"' PREFORMED ELASTOMERIC TYPE DETAIL ,..,,.., ,..,c ti:JI~ VI~ ~~---------------------------~

i:.i REVISION: ~ w ~-----------1

~ ~ AP~-~~~~~~~- •••• DIIIECTOR, omce: OF N~~OAD IIESEARCH

CONTRACTION JOINTS DESIGN C

CONTRACTION JOINT REFERENCE, DETAIL

& SEALER SPEC. TABLE JOINT REFERENCE

JOINT JOINT

WITHOUT WITH SEALER DOWELS DOWELS

DETAIL SPEC.

C1U C1U-D A UNSEALED C2H C2H-D B 3725 C3P C3P-D c 3721 C4S C4S-D D 3722 C5H C5H-D E 3725

JOINT WIDTH

11Bn 1/Bn 3/Bn 3/an 3/Bn

LEGEND EXAMPLE C = CONTRACTION JOINT -C2H-D

N~ = J~T RU]CE IJ U =UNSEALED H = HOT POURED P = PREFORMED S = SILICONE

-D = DOWEL BARS

DOWEL BAR DIAMETER TABLE PAVEMENT DOWEL BAR

THICKNESS t DIAMETER LESS THAN 6n NONE 6n - 6 1/211 111 OR NONE 7n - 7 1/2n 1n

an - 10n 11/411

10 112n AND GREATER 1112n

NOTES: SEE STANDARD PLATE 1103 FOR DOWEL BAR ASSEMBLY.

SEE STANDARD PLATE 1150 FOR CONSTRUCTION OF HEADER JOINTS.

JOINT WIDTH TOLERANCE IS + 1/16n TO - 1132n

FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE WITH THE MANUFACTURER1S RECOMMENDATIONS.

SEE STANDARD PLANS 5-297.217 AND 5-297.219, FOR CONCRETE MAINLINE/RAMP PAVEMENT.

SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS DESIGNATION TO BE USED AND SPECIAL REINFORCEMENT REQUIRED.

(D JOINT DEPTH SHALL BE: FOR CONCRETE OVERLAYS - 1/3 THE PAVEMENT THICKNESS FOR CONCRETE PAVEMENT - 1/4 THE PAVEMENT THICKNESS

@sEE CONTRACTION JOINT SEALER DETAIL. WHEN USING PREFORMED JOINT SEALER, THE DEPTH SHALL BE 1/411 MORE THAN THE PREFORMED SEALER, WHEN COMPRESSED, TO FIT THE JOINT DESIGN WIDTH. 11 an DIMENSION SHALL APPLY AT ANY POINT THROUGHOUT 11 c 11 DEPTH. SHARP INTERNAL CORNERS WILL NOT BE PERMITTED. All CORNERS SHALL BE PROVIDED WITH SUIT ABLE FILLET.

@ WHEN SEALING, THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING.

@PRIOR TO SEALING THE JOINT, A 1/211 DIA. CLOSED CELL BACKER ROD SHALL BE PLACED SUCH THAT THE TOP OF THE BACKER ROD IS 112n BELOW THE SURF ACE OF THE PAVEMENT. NON SELF-LEVELING SILICONE SHALL BE TOOLED INTO THE JOINT MAINTAINING A SEAL AND BEAD THICKNESS OF 1/ 4n.

@PRIOR TO SEALING THE JOINT, A 1/211 DIA. CLOSED CELL BACKER ROD CAPABLE OF WITHSTANDING SEALANT TEMPERATURES OF 400 DEGREES F.SHALL BE PLACED 1/211 BELOW THE TOP OF PAVEMENT.

EXPANSION JOINT REFERENCE, DETAIL

& SEALER SPEC. TABLE JOINT REFERENCE

JOINT JOINT JOINT WITHOUT WITH DETAIL SEALER WIDTH DOWELS DOWELS SPEC.

E1H E1H-D A 3725 1/2n

E2H E2H-D B 3725 1n

DOWEL BAR ASSEMBLY E4H c 3725 2n

E4H-D D 3725 2n

EBH STANDARD 3725 4n PLAN 5-(W/DOWELS) (W/0 DOWELS)

JOINT DETAIL A 297.229

LEGEND EXAMPLE E = EXPANSION JOINT E11j NO.= JOINT REFERENCE H = HOT POURED

-D = DOWEL BARS

PREFORMED JOINT FILLER SECTION

E2H-D E2H THRU CURB C W/DOWELS ) ( W/0 DOWELS )

JOINT DETAIL B

211

TOP OF l r-=-PAVEMENT\ ir JOINT SEALER (D

JOINT SEALER

PREFORMED JOINT

FILLER

PREFORMED JOINT FILLER

E4H SECTION E4H-D C W/0 DOWELS > THRU CURB ( W/DOWELS )

JOINT DETAIL C

SPACE FROM END OF DOWEL BAR TO END OF SLEEVE TO BE EQUAL I TO EXPANSION JOINT WITDH (111 MIN.)

rl DOWEL BAR

DOWEL BAR SLEEVE DETAIL

JOINT DETAIL D

NOTES: PREFORMED JOINT FILLER MATERIAL, SPEC. 3702.

FOR DOWEL BAR ASSEMBLY, SEE STANDARD PLATE 1103.

(D JOINT SEALER SPEC. 3725. THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING. TOP OF SEALER, FLUSH TO 118n BELOW TOP OF PAVEMENT SURFACE. MAKE TOP OF SEALER FOR CURB SECTION D JOINTS FLUSH WITH SURF ACE ±11811 •

PAVEMENT JOINTS CONTRACTION (DESIGN C) AND EXPANSION (DESIGN E)

~ ........ 18-6-2014 STANDARD PLAN 5-297.221 1 OF 2 S.A.P. 074-642-004 SHEET NO. 28 OF 130 SHEETS

SEE JOINT DETAIL A OR B l r KEYWAY

1 r TIE BARS I BUTTED

[ -::·:·:·.: ;.:··:~··:.n;.:;.: ~··. ::.: :·:

i- r •., 'f• f., •• • .. ,,. '• • • •. f • ... •

~·: ::.: :·:·. ~·: :J· :·:·. :': ::.: :·:·: ·.: :·:·.:: :·.i·~ ~ ... ::t~~·:·.:·.;

+- ~ ;::;ir: . :~·.:t±:! f."'""::' ......... ·....-;1 ,"', f _..: • •• _. ,·. I '· •• •. ,·, I"' • ',. •

~···· ...... . [

...... ··y.;······· f- ::;.f\~}:~ :{{.;;_~;~

L1U & LtHCD L2KTU® L3U

SEE JOINT DETAIL A OR B 7 [ TIE BARS SEE JOINT DETAIL C

.g> ~ ~ .l!l~ ·~ ~

'~ ~~ ,co ~ )(~ ,..,,.., '"'<::> ,.,,~

IE .: ~·· ': ·.: ·: .. : :'·:. :.:;:·1:'·.; ·.:· :·: + ~:~··#,~~~~

N ~: •.'·.' ...... ~·. •: • ,', ', :·. •:.: ,', ';

~· L1TU & L1THCD

1/811

~r-

t/3 @

-

JOINT DETAIL A SAWED & UNSEALED

L1 T PAVING DETAIL

~~ ~ ~--------------------~

r;. REVISION: ~ w 1-------------1 a' t;: APPROVE~: 8 -2014

ClCl ~~ ~~ DmECTO~ OmCE Of -N.t; - Aiio" ROAD ~CH

1/811

~r-/JOINT SEALER

t/3 ®

JOINT DETAIL B SAWED & SEALED

t/3

L2KTH® L3H

3/8"1 --~~OINT SEALER - TOP OF SEALER FLUSH

,....- "T"""-~-,tr---..~~/ TO - 3/1611 BELOW TOP OF PAVEMENT SURFACE

~ ~· ~ BACKER ROD MUST

.-o @ @ ~ ,.-~~A~~~~I~ER

~-

JOINT DETAIL C SAWED & SEALED

L2T & L2KT TIE BAR BENDING AND PAVING DETAIL

L3 PAVING DETAIL

TIEBAR TABLE

PAVEMENT TIEBAR SIZE LENGTH THICKNESS

< 10-1/211 NO. 4 3011

2:: 10-1/211 NO. 5 3611

ALL THICKNESS WHEN TYING TO NO. 4 3011

CURB AND GUTTER

THE TIE BAR SPACING FOR ALL L2T AND L2KT JOINTS SHALL BE 3'-011 CENTER TO CENTER AND BENT 60" AS SHOWN, EXCEPT WHEN NOTED OTHERWISE IN THE PLANS.

TIE BARS IN THE L2T AND L2KT JOINTS SHALL BE THE SAME SIZE AND LENGTH AS USED FOR THE L1T JOINTS, WHEN TYING PAVEMENT TO PAVEMENT. TIE BARS IN THE L2KT JOINTS SHALL BE NO. 4 X 2' - 611 , WHEN TYING CURB & GUTTER TO PAVEMENT. ALL TIE BARS SHALL BE EPOXY COATED AND COMPLY WITH SPEC. 3301.

-~----············.'··················

PAVEMENT KEYWAY DETAIL

KEYWAY DIMENSION TABLE

t

PAVEMENT THICKNESS

< 7' 711 TO 7-1/211

811 TO 1011

2:: 10-1/211

D

(TOLERANCE ± 1/411 )

NO KEYWAY Jll 411

511

KEYWAY <1-1/811 X 211 X 2-1/211 ) MAY BE FORMED WITH MOLD OR METAL FORM. OTHER APPROVED KEYWAY SHAPES GIVING EQUIVALENT CONSTRUCTION FEATURES MAY BE USED WITH APPROVAL OF THE ENGINEER.

LONGITUDINAL JOINT REFERENCE, DETAIL & SEALER SPECIFICATION TABLE

JOINT REFERENCE JOINT JOINT JOINT WITHOUT SEALER WITH WITH KEYWAY DETAIL WIDTH

SPEC TIE BARS TIE BARS & TIE BARS uu LlTU A UNSEALED 1/811

UH UTH B 3725 1/811

L2TU L2KTU NONE UNSEALED L2TH L2KTH c 3725 3/811

L3U NONE UNSEALED L3H c 3725 3/811

LEGEND EXAMPLE L = LONGITUDINAL JOINT L2KTH NO. = JOINT REFERENCE }---J 1 =PAVED CONSTRUCTION JOINT 2 = TIED/KEYED CONSTRUCTION JOINT 3 = BUTTED CONSTRUCTION JOINT K =KEYWAY--------------' T =TIE BARS --------------' U =UNSEALED H = HOT POURED

NOTES:

NORMALLY, TIED PAVEMENT WIDTHS SHALL NOT EXCEED FOUR LANES, EXCEPT BRIDGE APPROACH PANELS AND PAVEMENT TAPERS.

JOINT WIDTH TOLERANCE IS + 1/16 IN. TO - 1/32 IN.

FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

TIED/KEYED AND BUTTED CONSTRUCTION JOINTS SHALL BE UNSEALED EXCEPT AS OTHERWISE NOTED IN THE PLAN OR REQUIRED BY THE ENGINEER.

SEE STANDARD PLANS 5-297.217 AND 5-297.219 FOR CONCRETE MAINLINE AND RAMP PAVEMENT.

SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS DESIGNATIONS TO BE USED AND SPECIAL REINFORCEMENT REQUIRED.

WHEN CURB AND GUTTER IS PLACED ADJACENT TO CONCRETE MAINLINE, THE TIEBARS SHALL BE PLACED A MINIMUM OF' 211 ABOVE THE CURB AND GUTTER GRADE.

(D SEE THE LONGITUDINAL JOINT REFERENCE, DETAIL & SEALER SPECIFICATION TABLE TO DETERMINE JOINT DETAIL.

@ CONCRETE PAVEMENTS LESS THAN 711 SHALL USE L2TU AND L2TH JOINTS UNLESS OTHERWISE ALLOWED BY THE ENGINEER.

@ CONCRETE PAVEMENTS GREATER THAN OR EQUAL TO 711 SHALL USE L2KTU AND L2KTH JOINTS UNLESS OTHERWISE ALLOWED BY THE ENGINEER.

{1) THE JOINT FACES SHALL BE CLEANED WITH WATER DURING THE SAW CUTTING OPERATION OR BY WATER BLASTING AFTER SAWING,

@ THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING.

@ PRIOR TO SEALING THE JOINT, A 1/211 DIAMETER CLOSED CELL BACKER ROD CAPABLE OF WITHSTANDING SEALANT TEMPERATURES OF 400 DEGREES F.SHALL BE PLACED 1/211 BELOW THE TOP OF THE PAVEMENT.

PAVEMENT JOINTS LONGITUDINAL (DESIGN U

8-6-2014 STANDARD PLAN 5-297.221 I 2 OF 2 S.A.P. 074-642-004 SHEET NO. 29 OF 130 SHEETS

.:.; w c 0 ::;:

BACK OF CURB FLOW LINE

FRONT OF GUTTER

®

A

PERPENDICULAR

A

®------- ® --®

NON-WALKABLE OR NON-WALKABLE OR

A

TIERED PERPENDICULAR

PARALLEL

VAR.

> 0.05 ·FT./FT. AND S: 0.083 FT ./FT PREFERRED

SECTION A-A PERPENDICULAR/TIERED/DIAGONAL

VAR.

> 0.02 FT./FT. AND 0.02 FT./FT. MAX. @

:::;; 0.05 FT./FT PREFERRED

SECTION B-B FAN

FAN

l ................. .

i

OPTIONAL V CURB OR GRADING @ i

DEPRESSED CORNER

0.02 FT./FT. MAX. @

SECTION C-C PARALLEL/DEPRESSED CORNER

APPRO VEDa

NOTES:

WALK

NON-WALKABLE OR WALKABLE SURFACE

a:: w 0 ~ w ...... ...J a:: co ::J < V) :>.:w ...J ...J < a:J ~ < z:..: 0 ...J z ~

DIAGONAL@

LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0Y., AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK OF CURB, WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN S.OY.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED,LANDINGS MAY BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 WHEN LANDINGS ARE CAST SEPARATELY. ALL SLOPES ARE ABSOLUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.

CD 0" CURB HEIGHT. (g) FULL CURB HEIGHT. @ DETECTABLE WARNINGS MAY BE PART OF 4' X 4' LANDING AREA IF IT IS NOT

FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. @) 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED

FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK.JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECT ABLE WARNINGS SHALL BE SETBACK 311 FROM THE BACK OF CURB. RADIAL DETECT ABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.

QV SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS.SEE SHEET N0.3 OF 5.

@ 4' BY 4' MIN. LANDING WITH MAX. 2.0Y. SLOPE IN ALL DIRECTIONS. (J) IF LONGITUDINAL SLOPE IS GREATER THAN 5.0Y., 4' X 4' MIN. LANDING WITH MAX

2.0/. SLOPE IN ALL DIRECTIONS REQUIRED. @ V CURB,IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF

WAY ALLOWS.SEE SHEET 5 OF 5. QD SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES

AND RETURNED CURBS. @ DIAGONAL RAMPS SHOULD ONLY BE USED AFTER ALL OTHER CURB RAMP TYPES HAVE BEEN

EVALUATED AND DEEMED IMPRACTICAL.

LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3/. OR FLATTER ARE ALLOWED.

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0/. MINIMUM AND 8.3/. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0/. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0/. AND LESS THAN 5.0/. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0/.

PEDESTRIAN CURB RAMP DETAILS

8-6-2014 STANDARD PLAN 5-297.250 1 OF 5 S.A.P. 074-642-004 SHEET NO. 30 OF 130 SHEETS

.:.; w 0 0 ::E

t_ ______ _J I I

OPTIONAL V -CURB @ OR GRADING

NON-WALKABLE SURFACE

.----1-------- BACK OF CURB ~~---+-------- FLOW LINE

------=;...._ ____ FRONT OF GUTTER

ADJACENT TO NON-WALKABLE SURFACE

~ <( ..... 0:: ::::l II)

L--------1

OPTIONAL V-CURB@ OR GRADING

21 MAX ----+----P41-=+--- r--~r---~====t. ____ . ______ ;-----® ([)

1 I

I

~~=---::;~---4------__;,-------- :...._

WALKABLE SURFACE

ADJACENT TO WALKABLE SURFACE

COMBINED DIRECTIONAL @

OPTIONAL V CURB, GRADING OR FLARE @


WALK G)

IF NON-CONCRETE BLVD.IS CONSTRUCTED AND IS LESS THAN 21 IN WIDTH AT TOP OF CURB TRANSITION,PAVE CONCRETE RAMP WIDTH TO ADJACENT BACK OF CURB.

ONE-WAY DIRECTIONAL

t 'a ~

~~

·&~ 10 ,... .. ~~ I""

(::; 1<111 ,...,_, ,...,<::> ,.,.1~

Ill~ "ll---------------. r;. REVISION: ~ oi.i 1------------------1

RAMP

NON-WALKABLE OR WALKABLE SURFACE

---- BACK OF CURB ---- FLOW LINE

----- FRONT OF GUTTER


DETECTABLE WARNING PLACEMENT WHEN SETBACK CRITERIA IS EXCEEDED

2.0Y. MAX.

2.0Y.-3.0Y. GUTTER SLOPE

VAR.RAMP

611 CONCRETE WALK

SECTION D-D

; I AP~-~y~----7(~~-CURB FOR DIRECTIONAL RAMPS @D

NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0/., AND IF THE APPROACHING WALK IS INVERSE GRADE. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 151 FROM THE BACK OF CURB, WITH 61 FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 3011 OF VERTICAL RISE WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0Y.. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS. ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED,LANDINGS MAY BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 5 WHEN LANDINGS ARE CAST SEPARATELY. ALL SLOPES ARE ABSOLUTE,RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES. TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. 41 MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 2411 IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE DETECTABLE WARNING ACROSS THE ENTIRE WIDTH OF PATH WHEN THE PATH CROSSES A ROAD. SEE STANDARD PLATE 7038 AND SHEET 4 OF 5 FOR ADDITIONAL DETAILS ON DETECTABLE WARNING •

CD 011 CURB HEIGHT. @ FULL CURB HEIGHT. @ 311 MINIMUM CURB HEIGHT, 411 PREFERRED. @ 1/211 PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL BE PLACED

FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK.JOINT SHALL BE FREE OF DEBRIS. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 311 FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 311 MIN. TO 6 11 MAX. FROM THE BACK OF CURB.

QD SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS.SEE SHEET N0.3 OF 5.

@ 41 BY 41 MIN. LANDING WITH MAX. 2.0Y. SLOPE IN ALL DIRECTIONS.

({) IF LONGITUDINAL SLOPE IS GREATER THAN 5.0Y., 41 X 41 MIN. LANDING WITH MAX 2.0/. SLOPE IN ALL DIRECTIONS REQUIRED.

@ V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. Gij SEE SHEET 4 OF 5, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES

AND RETURNED CURBS. @) MAX. 2.0Y. SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW

LINE.SHALL BE CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. @ TO BE USED FOR ALL DIRECTIONAL RAMPS. ~ PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. @ RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK 9 11 FROM THE BACK OF CURB

WITH CORNERS SET 311 FROM BACK OF CURB. IF 9 11 SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS.

~ WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. MAINTAIN 311 BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.

~FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 21 MAXIMUM WHEN ADJACENT TO WALKABLE SURFACE,AND 51 MAXIMUM WHEN ADJACENT TO NON-WALKABLE SURFACE WITH ONE CORNER SET 311 FROM BACK OF CURB. WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER

S.A.P. 074-642-004

LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3Y. OR FLATTER ARE ALLOWED.

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0/. MINIMUM AND 8.3/. MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0/.

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0/. AND LESS THAN 5.0/. IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0Y.


STANDARD PLAN 5-297.250 2 OF 5 SHEET NO. 31 OF 130 SHEETS

.:.; w Cl 0 ~

FRONT OF GUTTER @G)

I·

MILL VERTICAL -----,. EDGE EXISTING BIT. PAVEMENT

SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT

24 11

NON PERPENDICULAR CD

VARIABLE DEPTH CONCRETE BASE

.----- INSET A

BACK OF CURB/ EDGE OF WALK

® 1/211 R. <TYP.)

FRONT OF GUTTER @G)

I·

PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL

1/211 R. <TYP.)

1/211 R. <TYP.)

SAWCUT BIT. PAVEMENT EXISTING BIT. PAVEMENT

SAW CUT CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT

PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER

FOR USE ON CURB RAMP RETROFITS

2411

PERPENDICULAR ®

...---- INSET A

1/211 R. CTYP.)

1/211 R. <TYP.)

1/2" R. <TYP.)

8-6-2014

NOTES:

1/411 MIN. TO 1/211 MAX.

INSET A

CURB AND GUTTER ® REINFORCEMENT

FOR USE ON CURB RAMP RETROFITS

POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2/. MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH.

G) FOR USE AT CURB CUTS WHERE THE PEDESTRIAN 1S PATH OF TRAVEL IS ASSUMED NON PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE:FANS,DEPRESSED CORNERS, & ONE WAY AND COMBINED DIRECTIONALS.

® FOR USE AT CURB CUTS WHERE THE PEDESTRIAN1S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE:PERPENDICULAR, TIERED PERPENDICULAR,PARALLEL, AND DIAGONAL RAMPS.

@) THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/411 •

@ DRILL AND GROUT NO.4 EPOXY-COATED 1811 LONG TIE BARS AT 3011 CENTER TO CENTER INTO EXISTING CONCRETE PAVEMENT.

QD ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY.

@ VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. G) TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED

ADJACENT PAVEMENT ELEVATION. PAR GUTTER SHALL NOT BE OVERLAID. @WHERE PLAN SPECIFIES, DRILL AND GROUT 2 - NO.4 X 12 11 LONG REINFORCEMENT

BARS <EPOXY COATED>.


STANDARD PLAN 5-297.250 3 OF 5 S.A.P. 074-642-004 SHEET NO. 32 OF 130 SHEETS

LANDING

PAVED FLARES ADJACENT TO WALKABLE SURFACE

....... - .. - .. -., : : i LANDING:

PAVED FLARES ADJACENT TO NON-WALKABLE SURFACE

CURB DESIGN V

SEE APPROACH NOSE DETAIL



-...... -........ ., . . : . :LANDING: . .

CURB DESIGN V

DIRECTION OF TRAFFIC

RETURNED CURB

................... ., . :LANDING: : . .


\ \ \ NON-WALKABLE \ SURFACE

0000000000 1:6' oooooooooo GRADED g~gg~~gggg fLARE \

GRADED FLARES

TYPICAL SIDE TREATMENT OPTIONS ®

3" MINIMUM CURB HEIGHT, 4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE)

SECTION A-A

DETECTABLE EDGE WITH CURB AND GUTTER ®

CURB DESIGN V

APPROACH NOSE DETAIL FOR DOWNSTREAM SIDE OF TRAFFIC

A

RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING

DETECTABLE EDGE WITHOUT CURB AND GUTTER

NOTES:

SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. WHETHER A SURFACE IS WALKABLE OR NOT SHALL BE DETERMINED BY THE ENGINEER. CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8 1 LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB.

CD 0" CURB HEIGHT. @ FULL CURB HEIGHT. @ 2•- 3• FLARE. @ IMMOVABLE OBJECT OR OBSTRUCTION •

@ SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED ON ALL RAMPS AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK,ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS.

~ WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.

G) IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS,DETECTABLE WARNINGS SHALL BE PLACED 11 FROM THE EDGE OF ROADWAY TO PROVIDE VISUAL CONTRAST.

@ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO-INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECT ABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS.


STANDARD PLAN 5-297.250 4 OF 5 S.A.P. 074-642-004 SHEET NO. 33 OF 130 SHEETS

.:.i w 0 0 ::<:

/\ 3611 MAX.

-~ 3611 MAX.

3611 -) 1211

SIDEWALK REINFORCEMENT® ®

REVISION:

AP~-~----OPERA IONS EH

1+--...::4-' 0=-'-' .:..:.:M=-IN:.:...' -~ . . :SIDEWALK . '', ' !

RAILROAD CROSSING PLAN VIEW

611 CONCRETE WALK

311

TYPICAL SIDEWALK SECTION WITHIN INTERSECTION CORNER

t NON-WALKABLE

SURFACE

V CURB ADJACENT TO LANDSCAPE CURB WITHIN SIDEWALK LIMITS

V CURB ADJACENT TO LANDSCAPE CURB OUTSIDE SIDEWALK LIMITS

PEDESTRIAN PUSH BUTTON STATION BASE


CONCRETE WALK EDGES ADJACENT TO CONCRETE STRUCTURES

V CURB INTERSECTION

CONCRETE CURB DESIGN V

CURB HEIGHT CURB WIDTH H

<6" :i!:6"

VARIABLE HEIGHT H

6"

w 4" 6"

NOTES:

V CURB ADJACENT TO BUILDING OR BARRIER

ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED.

VARIABLE HEIGHT H

6"

V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. V CURB NEXT TO BUILDING SHALL BE A 411 WIDTH AND SHALL MATCH PREVIOUS TOP OF SIDEWALK ELEVATIONS.

(D END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. GD ALL v CURB SHALL MATCH BOTTOM OF ADJACENT WALK. (D EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND

BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. 8D EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 15'MAXIMUM FROM

THE CENTERLINE OF THE TRACK. WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL, 1711 - 1911 FROM THE APPROACHING SIDE OF THE GATE ARM.

@ WHEN PLAN SPECIFIES, DRILL AND GROUT NO. 4 1211 LONG REINFORCEMENT BARS AT 3611 MAX. CENTER TO CENTER (EPOXY COATED).

@TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONCTRUCTED,LANDINGS MAY BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET WHEN LANDINGS ARE CAST SEPARATELY.


8-6-2014 STANDARD PLAN 5-297.250 5 OF 5 S.A.P. 074-642-004 SHEET NO. 34 OF 130 SHEETS

:i w Cl 0 ::;::

X"

LEGEND

LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS

TRUNCATED DOMES (SEE STANDARD PLATE 7038)

CURB HEIGHT

xxxx"\. lxxxxl

CONTROL POINTS AT GUTTER FLOW LINE

INDICATES RADIUS POINT

POINT

1999

2000

2001

2002

2004

2005

2006

2007

2008

2009

2010

2012

2013

2014

2015

2016

2017

2018

2020

2021

2022

2023

2024

2026

2027

2028

2029

2030

2031

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

DRAINAGE FLOW ARROW

GUTTER PROFILE POINTS ALIGNMENT STATION OFFSET ELEVATION

CSAH42 102+03.57 32.88' RT 1292.03

CSAH42 102+04.69 52.01' RT 1292.02

CSAH42 102+04.71 39.98' RT 1292.04

CSAH42 102+04.71 38.63' RT 1192.07

CSAH42 102+00.32 28.01' RT 1192.05

CSAH42 101+89.71 23.60' RT 1291.94

CSAH42 101+85.20 23.56' RT 1291.89

CSAH42 101+83.20 23.53' RT 1291.88

CSAH42 101+85.00 24.92' LT 1291.58

CSAH42 101+87.94 24.93' LT 1291.79

CSAH42 101+95.83 24.95' LT 1291.83

CSAH42 102+04.31 28.46' LT 1291.88

CSAH42 102+07.83 36.95' LT 1291.94

CSAH42 102+07.83 40.99' LT 1292.01

CSAH42 102+07.83 70.00' LT 1292.19

CSAH42 102+43.72 70.00' LT 1292.75

CSAH42 102+43.72 40.56' LT 1292:24

CSAH42 102+43.72 35.00' LT 1292.27

CSAH42 102+48.12 24.39' LT 1292.35

CSAH42 102+58.72 20.00' LT 1292.44

CSAH42 102+64.27 20.00' LT 1292.49

CSAH42 102+64.92 20.00' RT 1292.54

CSAH42 102+59.08 20.00' RT 1292.52

CSAH42 102+48.48 24.39' RT 1292.45

CSAH42 102+44.08 35.00' RT 1292.39

CSAH42 102+44.08 39.65' RT 1292.36

CSAH42 102+44.08 51.63' RT 1292.31

CSAH42 103+04.34 20.00' LT 1292.41

CSAH42 103+16.03 20.00' LT 1292.38

RADIUS POINTS POINT ALIGNMENT STATION OFFSET

2003 CSAH42 101+89.79 38.60' RT 2011 CSAH42 101+95.83 36.95' LT

2019 CSAH42 102+58.72 35.00' LT

2025 CSAH42 102+59.08 35.00' RT

u

D 2015

0

D INPLACE R/W

0 ~ CSAH42

102

CSAH 42 (MAIN ST W)

0

r ~

2 w ~ ct. w 1-2 w u

(/}

w

~ ct. w 1-2 w u

2016

0 I

<r:

/

INPLACE R/W

103

0 0

INPLACE R/W

0

X" xxxx"'\. lxxxxl

LEGEND

LANDING AREA- 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS


CURB HEIGHT





DRAINAGE FLOW ARROW

INPLACE R/W

GUTTER PROFILE POINTS ct CSAH42 POINT

2039

2040

2041

2042

2044

2045

2046

2047

2048

2049

2051

2052

2053

2054

2055

2056

2057

2059

2060

2061

2062

2063

2065

2066

2067

2068

. 2069

POINT

2043

2050

2058

2064

;:;_ REV. NO. DATE BY CHK DESCRIPTION ~w ~ ~ ~----+-----~--~--+---------------------~ ee .-----+------r--4---+---------------------~ ~~ ~----+------r--4---+---------------------~

ALIGNMENT STATION OFFSET ELEVATION

CSAH42 106+29.50 20.00' RT

CSAH42 106+42.18 64.00' RT

CSAH42 106+42.18 39.40' RT

CSAH42 106+42.18 30.00' RT

CSAH42 106+39.26 22.93'. RT

CSAH42 106+32.18 20.00' RT

CSAH42 106+24,50 20.00' RT

CSAH42 106+23.38 20.00' RT

CSAH42 106+25.38 20.00' LT

CSAH42 106+32.12 20.00' LT

CSAH42 106+39.19 22.93' LT

CSAH42 106+42.12 30.00' LT

CSAH42 106+42.20 40.21' LT

CSAH42 106+42.39 65.18' LT

CSAH42 106+86.52 65.18' LT

CSAH42 106+86.64 40.31' LT

CSAH42 106+86.68 30,00' LT

CSAH42 106+89.61 22.93' LT

CSAH42 106+96.68 20.00' LT

CSAH42 107+04.47 20.00' LT

CSAH42 107+05.30 20.00' LT

CSAH42 106+97.44 20.00' RT

CSAH42 106+89.76 22.91' RT

CSAH42 106+86.81 29.94' RT

CSAH42 106+86.74 34.18' RT

CSAH42 106+86.74 39.54' RT

CSAH42 106+86.60 64.11' RT

RADIUS POINTS ALIGNMENT STATION OFFSET

CSAH42 106+32.18 30.00' RT

CSAH42 106+32.12 30.00' LT

CSAH42 106+96.68 30.00' LT

CSAH42 106+97.44 30.00' RT

10 2.0 ------SCALE FEET

1291.00

1290.54

1290.83

1290.88

1290.95

1290.98

1290.95

1290.98

1290.98

1291.12

1291.30

1291.47

1291.70

1292.35

1292.15

1292.01

1291.84

1291.71

1291.58

1291.45 0 1291.34

1291.25

1291.18

1291.10

1291.04 INPLACE R/W 1290.99

1290.50

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT UPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW THE STAT DF ~ ESOTA.

44961 DATE 01/29/2015

CHECKED CJS

0

0

"f\.

4'-

w z w ~ 1-Ul ......

2040 w Ul w

~ In ......

Stonebrooke

0

107

I I I L ___________ _

INPLACE R/W

0

CSAH 42 (MAIN ST E)

INPLACE R/W


1ST AVE PLAN PAGE 2. of 8

S.A.P. 074-642-004

SHEET

64 OF

130

irl 0 0 ::;:

POINT

2080

2081

2083

2084

2085

2086

2088

2089

2090

2091

2092

2094

2095

2096

2098

2099

2100

2101

2102

2103

2105

2106

2107

2108

2110

2111

2112

2114

2115

2116

2117

2118

2119

\ I :If l

I ~

~ -~-

®+ ~ -+-®

0 <f 0 I

cr: / '\ - d I I I ..----...,_ 21~~_/ O" 0"\.~135 4 ..

...,_

109

ll CSAH42\

109+50 _I I

CSAH 42 (MAIN ST E)

GUTTER PROFILE POINTS GUTTER PROFILE POINTS ALIGNMENT STATION OFFSET ELEVATION POINT ALIGNMENT STATION OFFSET ELEVATION

CSAH42 110+77.25 47.49' RT 1294.43 2120 CSAH42 111+46.34 16.24' RT 1294.25 CSAH42 110+81.80 43.91' RT 1294.29 2121 CSAH42 111+44.43 16.00' RT 1294.26

CSAH42 110+84.65 40.32' RT 1294.19 2123 CSAH42 111+44.16 16.00' RT 1294.25 CSAH42 110+85.61 36.04' RT 1294.08 2124 CSAH42 111+34.16 16.00' RT 1294.18 CSAH42 110+85.60 35.83' RT 1294.08 2126 CSAH42 111+27.01 19.01' RT 1294.12

CSAH42 110+85.51 31.78' RT 1294.03 2127 CSAH42 111+24.16 26.22' RT 1294.06 CSAH42 110+82.51 24.85' RT 1293.96 2128 CSAH42 111+24.35 34.79' RT 1293.99

CSAH42 110+ 75.52 22.00' RT 1293.89 2130 CSAH42 111+24.36 35.26' RT 1293.99

CSAH42 110+68.99 22.00' RT 1293.82 2131 CSAH42 111+25.26 38.75' RT 1293.96 ...,_2091

CSAH42 110+68.09 22.00' LT 1293.84 2132 CSAH42 111+27.67 42.01' RT 1293.92 2092 (PC)

CSAH42 110+74.53 22.00' LT 1293.92 2133 CSAH42 111+33.90 47.60' RT 1293.87 CSAH42 110+81.68 25.01' LT 1294.02 2134 CSAH42 109+33.69 20.00' LT 1293,22

CSAH42 110+84.53 32.22' LT 1294.11 2135 CSAH42 109+38.17 20.00' LT 1293.25 CSAH42 110+84.30 42.53' LT 1294.24 2136 CSAH42 111+92.38 34.00' LT 1294.35

CSAH42 110+84.25 43.31' LT 1294.25 2137 CSAH42 111+96.41 34.00' LT 1294.36

CSAH42 110+83.53 46.16' LT 1294.29

CSAH42 110+81.49 49.27' LT 1294.33

CSAH42 110+75.22 55.74' LT 1294.44

CSAH42 111+31.60 56.39' LT 1293.78

CSAH42 111+26.06 51.37' LT 1293.83

CSAH42 111+23.58 47.91' LT 1293.85

CSAH42 111+22.76 44.16' LT 1293.88 RADIUS POINTS CSAH42 111+22.77 43.73' LT 1293.88 POINT ALIGNMENT STATION OFFSET CSAH42 111+23.01 32.78' LT 1293.95 2082 CSAH42 110+75.61 36.06' RT CSAH42 111+26.01 25.85' LT 1294.00 2087 CSAH42 110+75.52 32.00' RT CSAH42 111+33.01 23.00' LT 1294.05 2093 CSAH42 110+74.53 32.00' LT CSAH42 111+43.01 23.00' LT 1294.11 2097 CSAH42 110+74.30 42.31' LT CSAH42 111+43.50 23.01' LT 1294.12 2104 CSAH42 111+32.76 43.96' LT CSAH42 111+46.01 23.46' LT 1294.11 2109 CSAH42 111+33.01 33.00' LT CSAH42 111+48.74 24.79' LT 1294.11 2113 CSAH42 111+43.01 33.00' LT CSAH42 111+62.13 34.00' LT 1294.10 2122 CSAH42 111+44.16 26.00' RT CSAH42 111+58.98 22.00' RT 1294.15 2125 CSAH42 111+34.16 26.00' RT CSAH42 111+48.42 16.96' RT 1294.23 2129 CSAH42 111+34.35 34.57' RT

UC,NO, 44961 DAl< 01/29/2015

UJ z UJ

~ 0 z N

111 I

w Ul w ~

10' RADIUS 2127 (PC)

t

X" xxxx"\. lxxxxl

LEGEND

LANDING AREA- 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS


CURB HEIGHT



INDICATES PEDESTRIAN RAMP- SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

INDICATES PEDESTRIAN RAMP- SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

DRAINAGE FLOW ARROW

INPLACE R/W

MAINTAIN 4' PAR AROUND INPLACE

RAMP TO BUILDING

LOW POINT

ll CSAH42j

CSAH 42 (MAIN ST E)

INPLACE R/W

112 I

PLAN PAGE 3 of B 65

OF

130

.:.; w 0 0 ::;;:

POINT

2149

2150

2151

2152

2153

2154

2156

2157

2158

2160

2162

2163

2164

2165

2166

2167

2169

2170

2171

2172

2174

2.175

2176

2178

2.179

2.180

2181

2.182

2.183

2185

2186

2187

2188

2190

2191

2192

2193

2195

2196

2197

2198

2199

2.201

2202

2203

2204

2206

2207

2208

2210

2211

2212

2213

2214

22.15

2216


CSAH42 115+16.12 46.17' RT 1292.73

CSAH42 115+16.12 46.17' RT 1292.65

CSAH42 115+22.71 40.92' RT 1292.76

CSAH42 115+25.49 37.44' RT 1292.82

CSAH42 115+26.44 34.00' RT 1292.86

CSAH42 115+26.48 33.10' RT 1292.87

CSAH42 115+26.48 26.00' RT 1292.97

CSAH42 115+23.55 18.93' RT 1293.09

CSAH42 115+16.48 16.00' RT 1293.21

CSAH42 115+06.48 16.00' RT 1293.40

CSAH42 115+05.38 16.06' RT 1293.43

CSAH42 115+04.18 16.27' RT 1293.40

CSAH42 115+02.01 17.06' RT 1293.38

CSAH42 114+92.12 22.00' RT 1293.33

CSAH42 114+92.03 34.00' LT 1293.11

CSAH42 115+00.11 25.93' LT 1293.22

CSAH42 115+03.35 23.76' LT 1293.26

CSAH42 115+05.02 23.23' LT 1293.28

CSAH42 115+07.18 23.00' LT 1293.26

CSAH42 115+17.18 23.00' LT 1293.17

CSAH42 115+24.25 25.93' LT 12.93.09

CSAH42 115+27.18 33.00' LT 1293.01

CSAH42. 115+27.18 45.06' LT 1292.90

CSAH42 115+27.16 45.58' LT 12.92.90

CSAH42 115+26.20 49.37' LT 1292.86

CSAH42 115+23.46 52.84' LT 1292.82

CSAH42 115+16.2.1 58.70' LT 12.92.74

CSAH42 115+76.52 58.36' LT 1292.17

CSAH42 115+69.49 53.17' LT 1292.25

CSAH42 115+66.51 49.63' LT 1292.30

CSAH42 115+65.44 45.55' LT 1292.34

CSAH42 115+65.43 45.12' LT 1292.34

CSAH42 115+65.43 33.00' LT 1292.46

CSAH42 115+68.36 25.93' LT 1292.54

CSAH42 115+75.43 2.3.00' LT 1292.62

CSAH42 115+84.33 23.00' LT 1292.71

CSAH42 115+85.43 23.00' LT 1292.69

CSAH42 115+88.32 23.43' LT 1292.64

CSAH42 115+90.96 24.67' LT 1292.58

CSAH42 116+05.03 34.00' LT 1292.28

CSAH42 115+99.07 22.00' RT 1292.44

CSAH42 115+89.18 17.06' RT 1292..73

CSAH42 115+87.00 .16.27' RT 12.92.78

CSAH42 115+84.71 16.00' RT 1297.83

CSAH42 115+84.30 16.00' RT 1292.84

CSAH42 115+74.71 16.00' RT 1292.68

CSAH42 115+67.63 18.93' RT 1292.55

CSAH42 115+64.71 26.00' RT 1292.42

CSAH42 115+64.71 32.95' RT 1292..30

CSAH42 115+64.78 34.13' RT 1292.28

CSAH42 115+65.18 36.00' RT 12.92.25

CSAH42 115+66.57 38.76' RT 1292.19

CSAH42 115+72.23 46.67' RT 1292.02

CSAH42 115+72.24 62.32' RT 1292.02

CSAH42 115+76.52 66.27' LT 1292.11

CSAH42 116+04.07 22.00' RT 12.92.38

xn xxxx~

lxxxxl

LEGEND



CURB HEIGHT





DRAINAGE FLOW ARROW

17\ INPLACE STEP ELEVATION IS 8 11•

\:::..1 SIDEWALK SHALL BE CONSTRUCTED AGAINST IN PLACE STEP TO PROVIDE A 5" STEP HEIGHT.


2155 CSAH42 115+ 16.48 33.10' RT

2159 CSAH42 115+16.48 26.00' RT

2161 CSAH42 115+16.48 26.00' RT

2168 CSAH42 115+07.18 33.00' LT

2173 CSAH42. 115+17.18 33,00' LT

2177 CSAH42. 115+17.18 45.06' LT

2184 CSAH42 115+75.43 45.12.' LT

2189 CSAH42 115+75.43 33.00' LT

2194 CSAH42 115+85.43 33.00' LT

2200 CSAH42 115+84.71 26.00' RT

2205 CSAH42 115+74.71 26.00' RT

2209 CSAH42 115+74.71 32.95' RT

LOW POINT

INPLACE R/W

115 I

10' RADIUS 2156 (PT)

w z w

~ ~ M

w Ul w ~ 0 oc M

2188 (PC)

~ 2197

ft CSAH42\

116 I

CSAH 42 (MAIN ST E) 2202 (PC)

10' RADIUS 2201 (MID)

2216

INPLACE R/W

GUTTER PROFILE POINTS

.:i w 0 0 ::E

POINT 2250 2251

2252 2253

2254 2255

2256 2257

2258 2259 2260 2261 2262 2263

2265 2266

2267 2268

2269 2270 2271

2272

2273 2274 2275 2276

2277 2278

2279 2280 2281 2282

2283 2284

2285 2286 2287

2288

2289 2290

2291 2292 2293 2294

2295 2296 2297

2298 2299

2300 2301

2302 2303 2304

2305 2306 2309 2310 2311

2312 2313

2314 2315 2316

2317 2318

2319 2320 2321 2322

2323 2324

ALIGNMENT STATION CSAH42 117+92.72 CSAH42 117+89.75

CSAH42 117+86.78 CSAH42 117+83.09 CSAH42 117+77.68 CSAH42 117+76.93 CSAH42 117+68.43 CSAH42 117+67.68 CSAH42 117+65.39 CSAH42 117+63.23 CSAH42 117+53.26 CSAH42 117+68.43 CSAH42 117+76.93 CSAH42 117+76.97

CSAH42 117+61.34 CSAH42 117+73.03

CSAH42 117+94.69 CSAH42 117+78.83 CSAH42 117+67.49 CSAH42 117+56.85 CSAH42 117+52.36 CSAH42 117+61.94 CSAH42 117+24.36 CSAH42 117+30.43 CSAH42 117+33.67 CSAH42 117+37.50 CSAH42 117+47.50 CSAH42 117+54.97

CSAH42 117+50.72 CSAH42 117+59.90

CSAH42 117+60.94 CSAH42 117+63.42

CSAH42 117+62.77 CSAH42 117+62.09 CSAH42 117+55.92 CSAH42 117+56.88 CSAH42 117+50.73 CSAH42 117+41.41

CSAH42 117+39.34 CSAH42 117+41.16

CSAH42 117+46.62 CSAH42 117+48.90 CSAH42 117+56.65 CSAH42 117+65.10 CSAH42 117+58.72 CSAH42 117+55.09

I CSAH42 117+63.97 CSAH42 117+69.43 CSAH42 117+74.81

CSAH42 117+69.74 CSAH42 117+77.64 CSAH42 117+71.53 CSAH42 117+75.04 CSAH42 117+65.40

CSAH42 117+69.34 CSAH42 117+85.42 CSAH42 117+45.99 CSAH42 118+04.23 CSAH42 118+06.29

CSAH42 118+09.69 CSAH42 118+11.96 CSAH42 118+13.09 CSAH42 118+15.71 CSAH42 118+19.10 CSAH42 118+26.50 CSAH42 118+36.71

CSAH42 118+47.66 CSAH42 118+50.01 CSAH42 118+55.63 CSAH42 118+16.34

CSAH42 118+20:52 CSAH42 118+48.11

Ci. REV. NO. DATE BY CHK DESCRIPTION

OFFSET ·. 34.94 RT

28.40 RT

21.87 RT 17.59 RT 16.00 RT 16.00 RT 16.00 RT 16.00 RT 16.26 RT 17.04 RT 22.00 RT 33.93 RT 33.91 RT 27.50 RT 12.00 RT 12.00 RT

19.77 RT o.oo RT

0.00 RT 0.00 RT

12.00 LT 12.00 LT

34.00 LT 27.93 LT 25.76 LT 25.00 LT 25.00 LT 26.85 LT 32,29 LT 30.89 LT 32.31 LT 39.44 LT

45.78 LT 47.56 LT

44.92 LT 56.55 LT 65.17 LT 78.22 LT

82.77 LT 83.60 LT

86.07 LT 87.09 LT

90.59 LT 72.18 LT

69.26 LT 67.59 LT 60.22 LT 62.73 LT 51.02 LT

48.70 LT 44.85 LT 42.05 LT 31.73 LT 25.03 LT

20.44 LT 27.90 LT 45.55 LT 85.42 LT 80.87 LT

66.03 LT 56.14 LT 51.20 LT 45.42 LT 39.94 LT 32.67 LT

27.56 LT 26.00 LT 26.00 LT 26.00 LT 29.22 LT

. 22.58 LT 12.00 LT

~~ t-----t-----~--+---+---------------------~ 00 t-----t-----~--+---+---------------------~ 99 ~----r-----,_--+---~--------------------~ ~~ ~----r-----,_--+---~--------------------~

ELEVATION 1290.56 POINT

1290.69 2325

1290.90 ·. 2326

1291.10 2327

1291,29 2328

1291.30 2329

1291.41 2330

1291.39 2331

1291.38 2332

1291.36 2335

1291.32 2336

1292.28 2337

1292.12 2338

1292.04 2339

1291.51 2340

1291.40 2341

1291.11 1291.50

1291.66 1291.73

1291.60 1291.59

1291.10 1291.25

1291.32 1291.40 1291.35 1291.30

1291.46 1291.27

1291.26 1291.23

1291.20 1291.19 1291.45 POINT

1291.14 2249

1291.18 2264

1291.25 2307

1291.27 2308

1291.33 2333

1291.56 2334

1291.58 1291.80

1291.74 1291.52

1291.52 1291.48 1291.70 1291.65

1291.44 1291.62 1291.44

1291.41 1291.43

1291.56 1291.54 1291.60

1291.14 1291.12

1291.06 1291.01 1291.13 1291.08 1291.00

1290.95

1290.86 1290.76 1290.72

1290.75 1291.25

1291.26

1291.14

10 20 ------SCALE FEET


CSAH42 118+60.94 12.00 LT 1291.06 CSAH42 118+53.42 0.00 RT 1291.22 CSAH42 118+66.21 o.oo RT 1291.26 CSAH42 118+58.71 12.00 RT 1290.99 CSAH42 118+71.45 12.00 RT 1291.04 CSAH42 118+62.23 43.09 RT 1290.28 CSAH42 118+63.32 28.84 RT 1290.54 CSAH42 118+75.79 22.00 RT 1290.80

CSAH42 118+40.63 o.oo LT 1291.18 CSAH42 118+31.08 21.09 LT 1291.13

CSAH42 118+15.72 14.12 LT 1291.40 CSAH42 118+03.59 40.95 LT 1291.51

CSAH42 117+87.01 77.63 LT 1291.73 CSAH42 118+15.14 46.64 LT 1291.10

CSAH42 118+28.30 31.43 LT 1290.93

2305.!

RADIUS POINTS 2271""- ,2272

ALIGNMENT STATION CSAH42 CSAH42 CSAH42 CSAH42

CSAH42 CSAH42

117+67.68 117+77.68 117+37.50 117+47.50

118+75.79 118+47.06

X"

xxxx~

lxxxxl

OFFSET It CSAH42 26.00' RT

26.00' RT 35.00' LT 41.00' LT 37.00' RT

CSAH 42 (MAIN ST E)

61.00' LT

LOW POINT

INPLACE R/W

LEGEND



CURB HEIGHT



INDICATES PEDESTRIAN RAMP- SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

INDICATES PEDESTRIAN RAMP- SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%

DRAINAGE FLOW ARROW

MATCH INPLACE HEIGHT (4")

MAINTAIN PAR AROUND CORNER TO TIE-IN

iff2±BJ DENOTES 2% GUTTER OUT

CHECKED

OS

Stonebrooke Engineering Responsible Solutions~

__ I~ PLACE R/W

2321

\_2325

\..2328 '-2329

\ j INPLACE R/W


TH 18 - HWY AVE

S.A.P .. 074-642-004

\ \ \

\

\ \ \

\

\ PLAN PAGE 5 of 8

SHEET

67 OF

130

.:..; w 0

~

X" xxxx'.

lxxxxl

f f

LEGEND



CURB HEIGHT





DRAINAGE FLOW ARROW

GUTTER PROFILE POINTS POINT ALIGNMENT STATION OFFSET ELEVATION

2377 CSAH42 119+85.69 34.50' LT 1291.35

2378 CSAH42 120+49.26 30.88' LT 1291.26

\ \ \ \

\

\ \ \

\ \ \

\

~

\ \ \

\ \ \ \

\ \ \ \

\_ __ _ INPLACE R/W

\ \

\;-~\

\ \

4'- \

PLAN PAGE 6 of 8

\

68 OF

130

PLAN PAGE 7 of 8 MILLS AVE 69

02/27/2015


SHEET

OF

DESIGNED

DRAWN

CHECKED




DATELIC. NO.NAME


PL

OT D

RIV

ER:

PE

N T

AB

LE:

US

ER:

MO

DE

L:

FILE:

PL

OT D

AT

E:

eta

ylor

7 - I

ntersection D

etail - Mills A

ve

S:\P

ROJE

CTS\T

RA

NS\0179_Ste

ele

Co\T-00385\Road_

Desig

n\Sheets\T-00385_in.d

gn

9:52:57 A

M2/27/2015

T-00385_pla

nset.tbl

pdf_

bw

_11x17only.pltcfg

™


MLW

KJM


FEETSCALE

20100

S.A.P. 074-642-004

MIL

L A

VE N

E

MIL

L A

VE S

E

CSAH 42 (MAIN ST E)

121 122

F F

F

F S

4"

6"

6"

0"

0"

6"6"6"

4"

6"

0"

0"

0" 0"

12.5' RADIUS

12.5' RADIUS

12.5' RADIUS

2402

24032405

2418

2413

F

F

F

2406

2404

2423

2424

2422

CSAH42{

2400 (PC)

2401 (MID)

2419 (PC)

2420 (MID)

2414 (PC)

2416 (MID)

2417 (PT)

2407

2409

2408 (PC)

2410 (MID)

2411 (PT)

2425 (PT)

INPL

AC

E R/

W

INPLACE R/W

INPLACE R/WINPLACE R/W

F

2412

2421 (PT)2415

2426

ADAConstruction Notes

LEGEND

S

F

X"

XXXX

XXXX

DRAINAGE FLOW ARROW

SHALL NOT EXCEED 2.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

BE GREATER THAN 2.0% AND LESS THAN 5.0%

INDICATES PEDESTRIAN RAMP - SLOPE SHALL

SHALL NOT EXCEED 2.0%

IN THE DIRECTION SHOWN AND CROSS SLOPE

BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM

INDICATES PEDESTRIAN RAMP - SLOPE SHALL



CURB HEIGHT


AND MAX 2.0% SLOPE IN ALL DIRECTIONS

LANDING AREA - 4' X 4' MIN. DIMENSIONS

.:.i w 0 0 ::;:

LEGEND


o:::J TRUNCATED DOMES (SEE STANDARD PLATE 7038)

X" CURB HEIGHT

XXXX'. CONTROL POINTS AT GUTTER FLOW UNE

I xxxx I INDICATES RADIUS POINT

f f

POINT

2430

2431

2432

2433

2434

2436

2437

2438

2439

2440

2441

2443

2444

2445

2446

2447

2448

2449

2451

2452

2453

2454



DRAINAGE FLOW ARROW


CSAH42 124+20.77 44.47' RT 1290.19

CSAH42 124+20.74 34.47' RT 1290.22

CSAH42 124+18.32 27.10' RT 1290.26

CSAH42 124+17.07 25.65' RT 1290.28

CSAH42 124+08.24 22.00' RT 1290.38

CSAH42 124+07.64 22.00' LT 1290.24

CSAH42 124+08.28 -22.02' LT 1290.23

CSAH42 124+16.49 -25.68' LT 1290.18

CSAH42 124+19.79 -31.57' LT 1290.15

CSAH42 124+20.14 -34.55' LT 1290.16

CSAH42 124+20.08 -51.16' LT 1290.02

CSAH42 124+59.83 44.47' LT 1290.29

CSAH42 124+59.81 30.88' LT 1290.38

CSAH42 124+60.31 27.35' RT 1290.40

CSAH42 124+63.38 22.10' RT 1290.46

CSAH42 124+70.22 18.51' RT 1290.53

CSAH42 124+72.08 18.34' RT 1290.50

CSAH42 124+85.00 18.10' RT 1290.42

CSAH42 124+59,29 51.15' LT 1290.00

CSAH42 124+59.33 41.16' LT 1290.14

CSAH42 124+66.95 23.35' LT 1290.31

CSAH42 124+85.00 16.33' LT 1290.47


2435 CSAH42 124+08.24 34.50' RT

2442 CSAH42 124+07.64 34.50' LT

2450 CSAH42 124+72.31 30.84' RT

2455 CSAH42 124+84.33 41.32' LT

J

I INPLACE R/W

124

LOW POINT

0 INPLACE R/W I

:~

D

t 2441

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76 PLAN PAGE 2 of 2 OF

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