general notes: reinforced concrete notes · 2018-08-31 · shown on the plans, on exposed concrete...

SECTION OR DETAIL IDENTIFICATION

CROSS REFERENCE DRAWING NUMBER

AD SET

05/04/2018

ENGINEERING DIVISION

BOULDER COUNTY TRANSPORTATION DEPARTMENT

DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:

REVISION DESCRIPTION:DATE

UTILITIES

OF UNDERGROUND MEMBER

OR EXCAVATE FOR THE MARKING

ADVANCE BEFORE YOU DIG, GRADE,

CALL 2-BUSINESS DAYS IN

CALL UTILITY NOTIFICATION CENTER OF COLORADO

RE

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SHEET NO:

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INDEX OF DRAWINGS:

SPO BMT

GENERAL INFORMATION

GENERAL NOTES: REINFORCED CONCRETE NOTES:

(IF "-", REFERENCE IS TO SAME SHEET)

XX

XX

(1 OF 2)

DESIGN DATA:

FOURMILE CANYON DR

NOTES:

BAR DIAMETERS.

LEAST 3 BAR DIAMETERS OF LATERAL COVER AND MINIMUM CLEAR SPACING OF 6

REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06, HAVING AT

THE FOLLOWING TABLE GIVES THE MINIMUM CLASS B LAP SPLICE LENGTH FOR

AS SHOWN ON THE PLANS OR AS APPROVED BY THE ENGINEER.

USE OF THE FOLLOWING TABLE. BUNDLES BARS SHALL NOT BE LAP SPLICED EXCEPT

LAP SPLICE LENGTHS AND/OR LOCATIONS SHOWN ON THE PLANS SUPERSEDE THE

DENOTES NON-COATED REINFORCING.

ALL REINFORCING SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED. æ

GRADE 60 REINFORCING STEEL IS REQUIRED.

IS PLACED.

CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH CONCRETE

EVENLY ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH.

ROUGHENED CONSTRUCTION JOINTS REQUIRE THE CONCRETE SURFACE TO BE

OTHER THAN THOSE SHOWN IN THE PLANS ARE NOT PERMITTED.

UNLESS APPROVED IN WRITING BY THE DESIGN ENGINEER, CONSTRUCTION JOINTS

OTHERWISE.

EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS NOTED

FOOT BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.

EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL FINISH TO ONE

THE FINAL FINISH FOR THE SURFACES OF CURBS SHALL BE CLASS 2. ALL OTHER

COHESION: 50 PSF

INTERNAL FRICTION ANGLE: 32 DEG.

SOIL UNIT WEIGHT: 120 PCF

EXISTING SAND SOILS:

COHESION: 0 PSF

INTERNAL FRICTION ANGLE: 34 DEG.

SOIL UNIT WEIGHT: 135 PCF

CLASS 1 STRUCTURE BACKFILL:

INTERIMS THROUGH 2012

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SIXTH EDITION WITH

DESIGN LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

LIVE LOAD:

DESIGN LANE LOAD) OR COLORADO PERMIT VEHICLE

HL-93 (DESIGN TRUCK OR DESIGN TANDEM, AND

VEHICULAR COLLISION FORCE: TEST LEVEL 2 (TL-2)

SEISMIC ZONE 1

REINFORCED CONCRETE:

CLASS D CONCRETE: f'c = 4,500 PSI

REINFORCING STEEL: fy = 60,000 PSI

SULFATE SEVERITY: CLASS 0

CAISSON CONCRETE:

CLASS BZ CONCRETE: f'c = 4,000 PSI

REINFORCING STEEL: fy = 60,000 PSI

STRUCTURAL STEEL:

A572 GRADE 50: fy = 50,000 PSI

159-160 GENERAL INFORMATION

161-162 GEOMETRIC LAYOUT (SOUTH)

163-164 GEOMETRIC LAYOUT (NORTH)

165-167 GENERAL LAYOUT RETAINING WALL S-1





176-178 GENERAL LAYOUT RETAINING WALL N-1







192 RETAINING WALLS LEGEND AND LABORATORY DATA

193 ENGINEERING GEOLOGY RETAINING WALL S-1





198-199 ENGINEERING GEOLOGY RETAINING WALL N-1

200 ENGINEERING GEOLOGY RETAINING WALL N-2



203-204 ENGINEERING GEOLOGY RETAINING WALL N-5



207 CUT STONE VENEER DETAILS

208-210 SOLDIER PILE WALL DETAILS

211 SOLDIER PILE WALL EXCAVATION AND BACKFILL

212-213 SPREAD FOOTING WALL DETAILS

214 SPREAD FOOTING WALL EXCAVATION AND BACKFILL

215 MISCELLANEOUS DETAILS

216-217 BRIDGE RAIL TYPE 3

FINISH TO ONE FOOT BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.

OTHER EXPOSED CONCRETE SURFACES SHALL RECEIVE A CLASS 1 FINAL

THE FINAL FINISH FOR THE SURFACES OF CURBS SHALL BE CLASS 2. ALL

BE SELECTED FROM TEST PANELS PROVIDED BY THE CONTRACTOR.

SHOWN ON THE PLANS, ON EXPOSED CONCRETE SURFACES. THE COLOR SHALL

A COLORED STRUCTURAL CONCRETE COATING FINISH SHALL BE REQUIRED, AS

OTHERWISE.

EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH, UNLESS NOTED

EXPANSION JOINT MATERIAL SHALL MEET AASHTO SPECIFICATION M213.

JOINTS OTHER THAN THOSE SHOWN IN THE PLANS ARE NOT PERMITTED.

UNLESS APPROVED IN WRITING BY THE DESIGN ENGINEER, CONSTRUCTION

EVENLY ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH.

ROUGHENED CONSTRUCTION JOINTS REQUIRE THE CONCRETE SURFACE TO BE

CONCRETE IS PLACED.

CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED BEFORE FRESH

GRADE 60 REINFORCING STEEL IS REQUIRED.

DENOTES NON-COATED REINFORCING.

ALL REINFORCING SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED. æ

SPLICED EXCEPT AS SHOWN ON THE PLANS OR AS APPROVED BY THE

THE USE OF THE FOLLOWING TABLE. BUNDLES BARS SHALL NOT BE LAP

LAP SPLICE LENGTHS AND/OR LOCATIONS SHOWN ON THE PLANS SUPERSEDE

SPACING OF 6 BAR DIAMETERS.

HAVING AT LEAST 3 BAR DIAMETERS OF LATERAL COVER AND MINIMUM CLEAR

FOR REINFORCING BARS PLACED IN ACCORDANCE WITH SUBSECTION 602.06,

THE FOLLOWING TABLE GIVES THE MINIMUM CLASS B LAP SPLICE LENGTH

BAR #4 #5 #6 #7 #8 #9 #10 #11

CLASS D CONCRETE 1'-10" 2'-3" 2'-8" 3'-2" 3'-7" 4'-0" 4'-6" 5'-0"

BAR #4 æ #5 æ #6 æ #7 æ #8 æ #9 æ #10 æ #11 æ

CLASS D CONCRETE 1'-6" 1'-11" 2'-3" 2'-7" 3'-0" 3'-4" 3'-9" 4'-2"

PLACED NOT MEETING THE SPACING REQUIREMENTS STATED ABOVE.

THESE SPLICE LENGTHS SHALL BE INCREASED BY 25% FOR BARS THAT ARE

ABOVE SHALL BE INCREASED BY AN ADDITIONAL 15%.

30%. HORIZONTAL BARS NOT MEETING THE SPACING REQUIREMENTS STATED

THAN 12 INCHES OF FRESH CONCRETE CAST BELOW SHALL BE INCREASED BY

MINIMUM LAP SPLICE LENGTHS FOR HORIZONTAL BARS PLACED WITH MORE

MEETING THE SPACING REQUIREMENTS STATED ABOVE SHALL BE INCREASED

MINIMUM LAP SPLICE LENGTHS FOR EPOXY COATED REINFORCEMENT NOT

SPLICE SHALL BE FOR EPOXY COATED REINFORCEMENT.

REINFORCEMENT FOR NON-COATED REINFORCING BARS, THE MINIMUM LAP

WHEN THE CONTRACTOR ELECTS TO SUBSTITUTE EPOXY COATED

SPECIFICATIONS, AND THESE DRAWINGS.

2011 AS MODIFIED BY PROJECT SPECIAL PROVISIONS, SUPPLEMENTAL

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH COLORADO DEPARTMENT OF

CONSTRUCTION LIMITATIONS.

SPECIFICATIONS. REFER TO THESE SECTIONS FOR CONTROL OF WATER AND

PERFORMED IN ACCORDANCE WITH SECTION 107 AND 108 OF THE PROJECT

ALL WORK IN AND AROUND CREEKS, DITCHES, OR IRRIGATION CANALS SHALL BE

CONTRACTOR.

ALL CONSTRUCTION PERMITS, INCLUDING DEWATERING, SHALL BE OBTAINED BY THE

DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE

MATERIAL.

DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY

CALCULATED FROM A RECENT FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL

STATIONS, ELEVATIONS, AND DIMENSIONS CONTAINED IN THESE PLANS ARE

DO NOT INCLUDE ANY CORRECTIONS FOR GRADE.

ALL LONGITUDINAL AND TRANSVERSE DIMENSIONS ARE MEASURED HORIZONTALLY AND

EXCAVATION OR OTHER EARTHWORK.

LEAST 3 DAYS (2 DAYS NOT INCLUDING THE DAY OF NOTIFICATION) PRIOR TO ANY

THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811 (1-800-922-1987) AT

MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT

DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS

INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN

OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL

THE INFORMATION SHOWN ON THESE PLANS CONCERNING THE TYPE AND LOCATION

BE IN ACCORDANCE WITH CDOT STANDARD PLAN NO. M-206-1.

EXCEPT AS SHOWN IN THE PLANS, STRUCTURE EXCAVATION AND BACKFILL SHALL

REFER TO ROADWAY PLANS.

FOR ROADWAY GEOMETRICS, REMOVALS, UTILITY INFORMATION, AND SIGN DETAILS,

FOR FINISHED GRADING REFER TO DRAINAGE PLANS.

DRIVE, BOULDER COUNTY, COLORADO, DATED NOVEMBER 23, 2016.

GEOTECHNICAL INVESTIGATION REPORT RETAINING WALLS, FOUR MILE CANYON

GEOTECHNICAL INFORMATION AND RECOMMENDATIONS CAN BE FOUND IN THE FINAL

AND/OR EXISTING FIELD CONDITIONS.

REVISED BASED ON LIMITS OF INSTALLATION OF TEMPORARY DETOUR PAVEMENT

EXISTING ROADWAY. SHORING LIMITS SHOWN ARE APPROXIMATE AND MAY BE

TYPICAL SECTIONS SHEET. SHORING LIMITS ARE BASED ON THE LIMITS OF

SHORING LIMITS SHOWN ARE BASED ON SUGGESTED CONSTRUCTION PHASING -

NO M-100-2, UNLESS NOTED OTHERWISE.

ALL ACRONYMS AND ABBREVIATIONS ARE CONSISTENT WITH CDOT STANDARD PLAN

B.F. = BACK FACE E.F. = EACH FACE

CRS-SLCROSS SLOPE RD. = ROAD

EA. = EACH U.S.O. = UNLESS SHOWN OTHERWISE

POE = POINT OF END POB = POINT OF BEGINNING

MCD 159

"2

19

1'-

0"

CUT STONE VENEER

FINISHED GRADE

1'-3"

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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WALL DESCRIPTIONS:

SPO BMT

GENERAL INFORMATION(2 OF 2)

MCD

FOURMILE CANYON DR

SUMMARY OF APPROXIMATE QUANTITIES:

RETAINING WALL S-1:

CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)

S FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL S-2:


S FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL S-3:


S FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL S-4:


S FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL S-5:


S FOURMILE LT.

BRIDGE RAIL TYPE 3

WALL DESCRIPTIONS:

LI

MIT

S

OF

ST

RU

CT

UR

AL

CO

NC

RE

TE

CO

ATIN

G

LIMITS OF CONCRETE COATING FOR SPREAD FOOTING WALLS

STRUCTURAL CONCRETE COATING LIMITS

SEE TYPICAL SECTIONS FOR SOLDIER PILE WALL

1

KEYNOTES:

FEDERAL STANDARD 595C COLOR 10059.

PAINTED BROWN, EQUILIVENT TO

STRUCTURAL CONCRETE SHALL BE1

RETAINING WALL N-1:

CANTILEVER NON-GRAVITY WALL (SOLDIER PILE WALL)

N FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL N-2:

CANTILEVER NON-GRAVITY WALL (SOLDIER PILE WALL)

N FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL N-3:


N FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL N-4:


N FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL N-5:


N FOURMILE LT.

BRIDGE RAIL TYPE 3

RETAINING WALL N-6:


N FOURMILE LT.

RETAINING WALL N-7:


N FOURMILE LT.

ITEM DESCRIPTION UNITWALL S-1

RETAINING

WALL S-2

RETAINING

WALL S-3

RETAINING

WALL S-4

RETAINING

WALL S-5

RETAINING

WALL N-1

RETAINING

WALL N-2

RETAINING

WALL N-3

RETAINING

WALL N-4

RETAINING

WALL N-5

RETAINING

WALL N-6

RETAINING

WALL N-7

RETAININGTOTALS

206 STRUCTURE EXCAVATION CY 371 286 284 492 380 141 42 1,160 716 2,009 365 361 6,607

206 STRUCTURE BACKFILL (CLASS 1) CY 243 194 191 435 284 932 655 1,467 292 424 5,117

206 SHORING (AREA 1) LS 1









503 DRILLED CAISSION (24 INCH) LF 247 247

503 DRILLED CAISSION (30 INCH) LF 665 665

509 STRUCTURAL STEEL LB 117,619 33,833 151,452

601 CONCRETE CLASS D (WALL) CY 120.6 89.3 82.7 175.1 144.6 83.5 23.4 247.0 200.5 404.0 122.3 131.0 1,824

601 CUT STONE VENEER SF 929 672 647 1,471 1,119 2,542 660 1,724 1,836 2,852 961 1,257 16,670

601 STRUCTURAL CONCRETE COATING SF 725 505 438 891 898 1,052 381 771 714 1,309 636 456 8,776

601 STRUCTURAL CONCRETE COATING (ANTI-GRAFFITI) SF 725 505 438 891 898 1,052 381 771 714 1,309 636 456 8,776

602 REINFORCING STEEL LB 5,740 4,193 3,750 8,145 6,951 12,660 9,342 20,426 5,772 5,825 82,804

602 REINFORCING STEEL (EPOXY COATED) LB 7,330 5,374 4,946 10,854 8,900 15,950 4,475 13,924 13,987 24,333 7,345 9,817 127,235

606 BRIDGE RAIL TYPE 3 LF 187 137 119 246 248 266 96 212 196 364 2,071

160

0

HCL WALL S-1

HCL WALL S-2 HCL WALL S-4

HCL WALL S-5

HCL WALL S-3

CURVE S-5-2

CURVE S-5-1

CURVE S-4-1

CURVE S-4-2

CURVE S-2-1

CURVE S-1-1

CURVE S-1-2

CURVE S-2-2

CURVE S-2-3

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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51+

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55+0060

+00

65

+00

70+00

75

+00

80+00

100 100 200 FT

FOURMILE CANYON DR (SOUTH)

SPO BMT

(1 OF 2)GEOMETRIC LAYOUT

NOTES:

TO ROADWAY PLANS.

FOR ROADWAY ALIGNMENT AND INFORMATION, REFER2.

SEE GEOMETRIC LAYOUT (2 OF 2) FOR ALIGNMENT DATA.1.

85

+00

60

+00

5000+00

5001+

00

5002

+00

5002

+4

8

75

+00

65

+00

51+

00

SCALE: 1"=200'

1000+00

1001+00

1001+991001+99

2000

+00

2001+002001+37

3000

+00

3001+

00

3001+

18

80+00

4000+0

0

4001+004002+0

0

4002+46

MCD

HCL S FOURMILE

161

SPO BMT


FOURMILE CANYON DR (SOUTH)

TABLE DATA ALIGNMENT HORIZONTAL S-4WALL

CURVE POINT

STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA

NUMBER TYPE

POB 4000+00.00 254063.19 45482.98

S-4-1 PI 4000+42.24 254063.95 45525.21 245.25' 83.66' LT.19°32'37"

PT 4000+83.66 254078.8 45564.76

E 69°25'25"N 58.72'

PC 4001+42.37 254099.43 45619.73

S-4-2 PI 4001+95.59 254118.14 45669.55 184.75' 103.63' RT.32°08'14"

POE 4002+46.00 254107.47 45721.69


CURVE POINT


NUMBER TYPE

POB 5000+00.00 254383.85 45178.41

S-5-1 PI 5000+32.11 254351.74 45178.49 215.25 63.75' LT.16°58'10"

PCC 5000+63.75 254321.05 45187.94

S-5-2 PI 5001+57.34 254231.61 45215.49 425.25' 184.25' LT.24°49'28"

POE 5002+48.00 254161.99 45278.04


CURVE POINT


NUMBER TYPE

POB 1000+00.00 252409.94 47177.86

E 12°03'01"N 13.09'

PC 1000+13.09 252422.74 47180.59

S-1-1 PI 1000+39.32 252431.36 47205.37 135.25' 51.82' LT.21°57'16"

PT 1000+64.91 252448.62 47225.12

E 48°51'24"N 95.85'

PC 1001+60.77 252511.69 47297.31

S-1-2 PI 1001+80.00 252524.34 47311.79 184.75' 38.32' RT.11°53'05"

POE 1001+99.09 252533.74 47328.56


CURVE POINT


NUMBER TYPE

POB 2000+00.00 252448.23 47038.84

E 51°06'31"N 0.87'

PC 2000+00.87 252448.78 47039.52

S-2-1 PI 2000+02.60 252449.86 47040.86 2.64' 3.05' RT.66°16'44"

PT 2000+03.93 252449.07 47042.39

E 62°36'46"S 10.69'

PI 2000+14.62 252444.15 47051.88

E 56°03'30"S 10.53'

PC 2000+25.15 252438.27 47060.62

S-2-2 PI 2000+77.03 252409.3 47103.66 135.25' 99.07' LT.41°58'12"

PRC 2001+24.22 252416.55 47155.02

S-2-3 PI 2001+26.84 252416.91 47157.62 3.75' 4.57' RT.69°49'08"

PT 2001+28.79 252414.61 47158.85

E 28°12'34"S 8.04'

POE 2001+36.84 252407.52 47162.66


CURVE POINT


NUMBER TYPE

POB 3000+00.00 252676.91 46706.04

E 56°03'30"S 109.96'

PC 3001+09.96 252615.51 46797.26

S-3-1 PI 3001+13.06 252613.78 46799.83 3.75' 5.18' RT.79°08'25"

PT 3001+15.14 252610.93 46798.62

W 23°04'55"S 2.88'

POE 3001+18.02 252608.28 46797.49

MCD

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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0

HCL N FOURMILE

HCL WALL N-1

HCL WALL N-2

HCL WALL N-4

HCL WALL N-5

HCL WALL N-7

HCL WALL N-3

PRC 6001+06.55

HCL WALL N-6

CURVE N-1-1

CURVE N-2-2

CURVE N-2-1

CURVE N-3-2

CURVE N-3-1

CURVE N-4-2

CURVE N-4-1

CURVE N-5-2

CURVE N-5-1

CURVE N-6-2

CURVE N-6-1

CURVE N-7-1

CURVE N-1-2

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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214

+00

214

+00

215

+00

220+00

225

+00

230

+00

235+0

0

240

+00

245+00

250

+00

255+00

257+93

100 100 200 FT

NOTES:

SPO BMT


FOURMILE CANYON DR (NORTH)

TO ROADWAY PLANS.

FOR ROADWAY ALIGNMENT AND INFORMATION, REFER2.

SEE GEOMETRIC LAYOUT (2 OF 2) FOR ALIGNMENT DATA.1.

1001+00

1002

+66

230

+00

225

+00

SCALE: 1"=200'

2000

+00

2000+96

1000+001001+00

1002+00

3000

+00

3001+

00

3002

+00

3002

+12

4000

+00

4001+

00

4001+

96

5000

+0050

01+0

0

5002+00

5003+005003+64

6000

+00

6001+

00

6001+

74

7000+00

7001+007001+23

MCD 163

SPO BMT


FOURMILE CANYON DR (NORTH)

TABLE DATA ALIGNMENT HORIZONTAL N-1WALL

CURVE POINT


NUMBER TYPE

POB 1000+00.00 259855.11 38556.11

E 61°10'17"N 32.96'

PC 1000+32.96 259871.01 38584.98

N-1-1 PI 1001+32.94 259919.22 38672.58 189.75' 184.04' RT.55°34'21"

PCC 1002+17.00 259874.22 38761.87

N-1-2 PI 1002+41.61 259863.15 38783.84 213.52' 49.00' RT.13°08'55"

POE 1002+66.00 259847.37 38802.72


CURVE POINT


NUMBER TYPE

POB 2000+00.00 259891.32 38337.61

N-2-1 PI 2000+25.29 259876.79 38358.31 534.75' 50.54' RT.5°24'53"

PRC 2000+50.54 259860.37 38377.54

N-2-2 PI 2000+73.46 259845.49 38394.97 140.25' 45.44' LT.18°33'52"

POE 2000+95.98 259836.93 38416.24


CURVE POINT


NUMBER TYPE

POB 3000+00.00 259997.25 38087.12

N-3-1 PI 3000+23.87 259983.49 38106.63 110.25' 47.02' LT.24°26'10"

PRC 3000+47.02 259979.04 38130.09

N-3-2 PI 3001+30.16 259963.53 38211.77 534.75' 164.96' RT.17°40'28"

POE 3002+11.98 259923.95 38284.88


CURVE POINT


NUMBER TYPE

POB 4000+00.00 260612.79 38053.87

E 64°38'24"S 20.00'

PC 4000+20.00 260604.22 38071.94

N-4-1 PI 4000+95.88 260550.42 38125.45 295.75' 147.66' RT.32°34'12"

PCC 4001+67.66 260476.27 38141.59

N-4-2 PI 4001+81.84 260462.41 38144.6 239.75' 28.34' RT.6°46'26"

POE 4001+96.00 260448.29 38145.97


CURVE POINT


NUMBER TYPE

POB 5000+00.00 261470 37448.05

N-5-1 PI 5001+05.95 261403.91 37530.85 159.25' 186.98' LT.67°16'16"

PT 5001+86.98 261454.74 37623.81

E 61°19'41"N 143.42'

PC 5003+30.40 261523.55 37749.64

N-5-2 PI 5003+47.25 261531.64 37764.43 174.75' 33.60' RT.11°00'55"

POE 5003+63.99 261536.75 37780.48


CURVE POINT


NUMBER TYPE

POB 6000+00.00 261695.72 37360.59

N-6-1 PI 6000+54.08 261646.41 37382.79 260.08' 106.65' 23°29'40"

PRC 6001+06.65 261592.33 37383.5

N-6-2 PI 6001+40.81 261558.17 37383.94 163.92' 67.35' 23°32'32"

POE 6001+74.00 261527.04 37397.99


CURVE POINT


NUMBER TYPE

POB 7000+00.00 261621.5 36747.16

N-7-1 PI 7000+65.20 261598.67 36808.23 149.92' 123.00' LT.47°00'31"

POE 7001+23.00 261627.78 36866.57

MCD

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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4043.SEPT12C36 164

5870

F.F. WALL

HCL WALL S-1 /

ROADWAY

EXISTING Ò

(F.F. WALL)

FINISHED GRADE

(B.F. WALL)

FINISHED GRADE

LA

NE

11'-

0"

SH

LD

R.

3'-

0"

RAIL

TY

PE 3

1'-

3"

BRID

GE

HCL S FOURMILE

BOTT. OF FOOTING

(PROTECT IN PLACE)

EXISTING BRIDGE

STA. 1000+00.00 =

HCL WALL S-1

BEGIN WALL

TREE (TYP.)

EXISTING

0

TOP OF WALL

GROUND

EXISTING

STA. 1000+13.09

ANGLE BREAK

"8

78'-

8

CUT STONE VENEER

1

BOTT. OF KEY

2

3

4

5

6SEGMENT

BREAK 1

ANGLE

(TOP AND ENDS)

" BAND219

FOOTING

OUTLINE OF

7

TYPE 3L

TRANSITIONROADWAY (TYP.)

EDGE OF

199'-1„", LIMITS OF RETAINING WALL S-1

186'-5ƒ", LIMITS OF BRIDGE RAIL TYPE 3 (ALONG B.F. WALL)

(TO BE REMOVED)

EXISTING SIGN

(TO BE RESET)

ELECTRIC

EXISTING OVERHEAD

ROW (TYP.)

PRESCRIPTIVE

TOE OF SLOPE

EXISTING

ROADWAY (TYP.)

EXISTING EDGE OF

BRIDGE

EXISTING

MAX H = Î5'-6"

L = Î177'-0"

SHORING (AREA 1)

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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54+00

55+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-1

NOTES:

5870

5880

5860

5870

5880

5860

ELEVATION

WA

LL

BE

GIN

PLAN

1000+00

FOURMILE CREEK26.60' LT.

STA. 54+82.42

HCL S FOURMILE

10 FT

SCALE: 1"=10'

5 5

GENERAL LAYOUT (1 OF 3)

MA

TC

H

LIN

E

ST

A

1001+00

MA

TC

H

LIN

E

ST

A

1000+00

1001+00

BRIDGE RAIL NOT SHOWN

TAKEN AT HCL WALL S-1 / F.F. WALL

1001+00.0

0

1001+00.0

0

STA. 1000+53.11

Ò EXPN. JT.

VENEER DETAILS FOR ADDITIONAL INFORMATION.

APPROVED AS PART OF SHOP DRAWINGS. SEE CUT STONE

EXPANSION JOINT LOCATIONS AND WEEP HOLES ARE TO BE6.

FOR WALL HCL DATA, SEE GEOMETRIC LAYOUT SHEET.5.

FOR WALL TYPICAL SECTION, SEE TYPICAL SECTIONS SHEET.4.

FOR ROADWAY GEOMETRICS, REFER TO ROADWAY PLANS.3.


FOR REMOVALS, UTILITY, AND GUARDRAIL INFORMATION2.

FOR FINISHED GRADING REFER TO DRAINAGE PLANS.1.

MCD 165

5865

5870

5870

F.F. WALL

HCL WALL S-1 /

EASEMENT

TEMPORARY

ROADWAY

EXISTING Ò

(F.F. WALL)

FINISHED GRADE

(B.F. WALL)

FINISHED GRADE

LA

NE

11'-

0" S

HL

DR.

3'-

0"

RAIL

TY

PE 3

1'-

3"

BRID

GE

HCL S FOURMILE

EXISTING TOP OF SLOPE

STA. 1001+99.09 =

HCL WALL S-1

END WALL

BOTT. OF FOOTING

TREE (TYP.)

EXISTING

0

TOP OF WALL

GROUND

EXISTING

"2

15'-

1

BOTT. OF KEY

FOOTING

OUTLINE OF

7

CUT STONE VENEER

SEGMENT

8

9

10

(TOP AND ENDS)

" BAND219

TYPE 3L

TRANSITION

199'-1„", LIMITS OF RETAINING WALL S-1

186'-5ƒ", LIMITS OF BRIDGE RAIL TYPE 3 (ALONG B.F. WALL)

STA. 1001+24.14

Ò EXPN. JT.

TOE OF SLOPE

EXISTING

ROW (TYP.)

PRESCRIPTIVE

MAX H = Î5'-6"

L = Î177'-0"

SHORING (AREA 1)

EXISTING EDGE OF ROADWAY (TYP.)

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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53+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-1

5870

5880

5860

5870

5880

5860

ELEVATION

WA

LL

EN

D

PLAN

1001+00

15.25' LT.

STA. 52+93.54

HCL S FOURMILE

FOURMILE CREEK

10 FT

SCALE: 1"=10'

5 5


FOR WALL HCL DATA, SEE GEOMETRIC LAYOUT SHEET.6.

FOR WALL TYPICAL SECTION, SEE TYPICAL SECTIONS SHEET.5.

LOCATION HAS NOT BEEN COMPLETED AT THIS TIME.

A GEOTECHNICAL INVESTIGATION FOR A WALL AT THIS4.

FOR ROADWAY GEOMETRICS, REFER TO ROADWAY PLANS.3.


FOR REMOVALS, UTILITY, AND GUARDRAIL INFORMATION2.

FOR FINISHED GRADING REFER TO DRAINAGE PLANS.1.

1001+00

1001+991001+99



MA

TC

H

LIN

E

ST

A 1001+00.0

0

1001+99

MA

TC

H

LIN

E

ST

A 1001+00.0

0

53+00

MCD 166

2'-

3"(B.F. WALL)

FINISHED GRADE

(F.F. WALL)

FINISHED GRADE

RAIL TYPE 3

1'-3" BRIDGE

PGL

LANE

11'-0"

HCL S FOURMILE

SHLDR.

3'-0"

"2

16

HCL & F.F. WALL

BOTT. OF FOOTING

TOP OF WALL

CUT STONE VENEER

GROUND

EXISTING

(SEE TABLE)

CRS-SLP VARIES

4'-0"

4" ABC

3" HMA

(SEE DESIGN DATA TABLE)

WIDTH VARIES

BA

ND"

21

9

3"

MIN.

3'-

0"

1'x1'-6" KEY

(S

EE

DE

SIG

N

DA

TA

TA

BL

E)

DE

SIG

N

HEIG

HT

VA

RIE

S

3

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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4043.SEPT12C36

TYPICAL SECTION

FOURMILE CANYON DR

SPO BMT

GENERAL LAYOUT (3 OF 3)RETAINING WALL S-1

1

24

SCALE: ‚" = 1'-0"

LOOKING AHEAD STATION

KEYNOTES:

DESIGN DATA TABLE

SEGMENT SEGMENT STATION RANGEHEIGHT

DESIGN

SLOPE i

DESIGN

WIDTH

FOOTING

LENGTH

SEGMENT

1 1000+00.00 1000+11.15 7 ft 0° 4.75 ft 11.15 ft

2 1000+11.15 1000+16.24 6 ft 0° 4.25 ft 5.09 ft

3 1000+16.24 1000+32.22 7 ft 0° 4.75 ft 15.98 ft

4 1000+32.22 1000+48.12 8 ft 0° 5.25 ft 15.90 ft

5 1000+48.12 1000+63.50 9 ft 0° 5.75 ft 15.38 ft

6 1000+63.50 1000+93.47 8 ft 0° 5.25 ft 29.97 ft

7 1000+93.47 1001+24.14 7 ft 0° 4.75 ft 30.67 ft

8 1001+24.14 1001+54.17 6 ft 0° 4.25 ft 30.03 ft

9 1001+54.17 1001+79.34 5 ft 0° 4.00 ft 25.17 ft

10 1001+79.34 1001+99.09 4 ft 0° 3.50 ft 19.75 ft

FOOTING DATA TABLE

STATION

HCL BOTTOM OF FOOTINGSTEP HEIGHT (FT.)

ELEVATION SLOPE (%)

1000+00.00 5869.500.00

1000+13.09 5869.500.00

1000+13.09 5869.50-9.38

1000+53.09 5865.750.00

1000+53.09 5865.750.00

1001+99.09 5865.75

TOP OF WALL DATA TABLE

STATION

ROADWAY HCL

OFFSET

ROADWAY HCL

CRS-SLP

ROADWAY

STATION

WALL HCL

ELEVATION

TOP OF WALL

54+82.42 26.60' LT. 1 1000+00.00 5878.23

54+70.73 15.25' LT. 5.21% 1000+20.00 5877.09

54+52.98 15.25' LT. 4.18% 1000+40.00 5876.47

54+35.24 15.25' LT. 3.14% 1000+60.00 5875.86

54+15.79 15.25' LT. 2.01% 1000+80.00 5875.20

53+95.79 15.25' LT. 0.84% 1001+00.00 5874.54

53+75.79 15.25' LT. -0.32% 1001+20.00 5873.89

53+55.79 15.25' LT. -1.49% 1001+40.00 5873.24

53+35.79 15.25' LT. -2.65% 1001+60.00 5872.54

53+14.20 15.25' LT. -3.91% 1001+80.00 5871.72

52+93.54 15.25' LT. -5.11% 1001+99.09 5870.87

2

MCD

SEE DRAINAGE DETAILS FOR RIPRAP WALL PROTECTION3

SHOWN)

WORK BY OTHERS (STREAM RESTORATION WORK NOT

FINISHED GRADE TO TIE IN TO STREAM RESTORATION2

SEE ROADWAY PLANS1

167

5875

PC 56+21.90

(F.F. WALL)

FINISHED GRADE

(B.F. WALL)

FINISHED GRADE

TOP OF WALL

F.F. WALL

HCL WALL S-2 /EXISTING TREE (TYP.)

ROADWAY

EXISTING Ò

EASEMENT

TEMPORARY

HCL S FOURMILE

STA. 2001+36.84 =

HCL WALL S-2

END WALL

LA

NE

11'-

0" S

HL

DR.

3'-

0"

RAIL

TY

PE 3

1'-

3"

BRID

GE

EASEMENT

PERMANENT

(PROTECT IN PLACE)

BRIDGEEXISTING

136'-10", LIMITS OF RETAINING WALL S-2 AND BRIDGE RAIL TYPE 3

STA. 2000+00.00 =

HCL WALL S-2

BEGIN WALL

OF SLOPE

EXISTING TOE

0

PERSCRIPTIVE ROW

BOTT. OF KEY

EXISITNG GROUND

STA. 2000+14.62

ANGLE BREAK 1

(TO BE REMOVED)

SIGNEXISTING

"4

39'-

11

SEGMENT

1

2

3

BOTT. OF FOOTINGCUT STONE VENEER

"8

77'-

9

(TOP AND ENDS)

" BAND219

FOOTING

OUTLINE OF

4

(FLARED)

SECTION

TERMINAL

(FLARED)

SECTION

TERMINAL

STA. 2000+62.52

Ò EXPN. JT.

ELECTRIC (TO BE RESET)

EXISTING OVERHEAD

(TO BE RESET)

EXISTING POLE

MAX H = Î2'-6"

L = Î63'-0"

SHORING (AREA 2)

BRIDGE

EXISTINGBRIDGE

EXISTING

(TO BE RESET)

EXISTING POLE

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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56+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-2

NOTES:

ELEVATION

2000+00

WA

LL

BE

GIN

WA

LL

EN

D

25.39' LT.

STA. 54+95.04

HCL S FOURMILE

5880

5890

5870

5860

5880

5890

5870

5860

FOURMILE CREEK

PLAN

19.15' LT.

STA. 56+11.77

HCL S FOURMILE

10 FT

SCALE: 1"=10'

5 5

2001+00 2001+37


2000+00

2001

+00

2001+

37

2001+

37



DETAILS FOR ADDITIONAL INFORMATION.

SHOP DRAWINGS. SEE CUT STONE VENEER

HOLES ARE TO BE APPROVED AS PART OF

EXPANSION JOINT LOCATIONS AND WEEP6.

LAYOUT SHEET.

FOR WALL HCL DATA, SEE GEOMETRIC 5.

SECTIONS SHEET.

FOR WALL TYPICAL SECTION, SEE TYPICAL4.

ROADWAY PLANS.

FOR ROADWAY GEOMETRICS, REFER TO3.

INFORMATION REFER TO ROADWAY PLANS.

FOR REMOVALS, UTILITY, AND GUARDRAIL2.

DRAINAGE PLANS.

FOR FINISHED GRADING REFER TO1.

MCD 168

2'-

3"

EXISTING GROUND

(B.F. WALL)

FINISHED GRADE

RAIL TYPE 3

1'-3" BRIDGE

PGL

LANE

11'-0"

HCL S FOURMILE

SHLDR.

3'-0"

"2

16

HCL & F.F. WALL

TOP OF WALL

CUT STONE VENEER

(SEE TABLE)

CRS-SLP VARIES3" HMA

4" ABC

BOTT. OF FOOTING

(F.F. WALL)

FINISHED GRADE

4'-0"


WIDTH VARIES

BA

ND"

21

9

3"

MIN.

3'-

0"

1'x1'-6" KEY

(S

EE

DE

SIG

N

DA

TA

TA

BL

E)

DE

SIG

N

HEIG

HT

VA

RIE

S

3

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

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NS: NO.

SHEET NO:

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TYPICAL SECTION

FOURMILE CANYON DR

SPO BMT


1

24

SCALE: ‚" = 1'-0"


KEYNOTES:


STATION

ROADWAY HCL

OFFSET

ROADWAY HCL

CRS-SLP

ROADWAY

STATION

WALL HCL

ELEVATION

TOP OF WALL

56+11.77 19.15' LT. 1 2000+00.00 5880.48

55+93.29 15.25' LT. 4.50% 2000+20.00 5880.34

55+74.96 15.25' LT. 5.57% 2000+40.00 5879.98

55+57.22 15.25' LT. 6.00% 2000+60.00 5879.56

55+39.47 15.25' LT. 6.00% 2000+80.00 5879.08

55+21.73 15.25' LT. 6.00% 2001+00.00 5878.59

55+03.98 15.25' LT. 6.00% 2001+20.00 5878.11

54+94.05 25.39' LT. 1 2001+36.84 5878.82

FOOTING DATA TABLE

STATION

HCL BOTTOM OF FOOTING

(FT.)

STEP HEIGHT

ELEVATION SLOPE (%)

2000+00.00 5870.500.00

2001+36.84 5870.50

DESIGN DATA TABLE


DESIGN

SLOPE i

DESIGN

WIDTH

FOOTING

LENGTH

SEGMENT

1 2000+00.00 2000+62.52 8 ft 0° 5.25 ft 62.52 ft

2 2000+62.52 2001+03.87 7 ft 0° 4.75 ft 41.35 ft

3 2001+03.87 2001+32.66 6 ft 0° 4.25 ft 28.79 ft

4 2001+32.66 2001+36.84 7 ft 0° 4.75 ft 4.18 ft

1

MCD

PROTECTION

SEE DRAINAGE DETAILS FOR RIPRAP WALL 3

RESTORATION WORK NOT SHOWN)

RESTORATION WORK BY OTHERS (STREAM

FINISHED GRADE TO TIE IN TO STREAM2

SEE ROADWAY PLANS.1

169

5885

5885

5890

5900

TELEPHONE (TYP.)

EXISTING OVERHEAD

ELECTRIC (TYP.)

EXISTING OVERHEAD OF SLOPE (TYP.)

EXISTING TOP

OF SLOPE (TYP.)

EXISTING TOE

EASEMENT

PERMANENT(TYP.)

EXISTING TREEEXISTING POLE F.F. WALL

HCL WALL S-3 /

ROADWAY

EXISTING Ò

TOP OF WALL

(B.F. WALL)

FINISHED GRADE

EXISTING GROUND

RAIL

TY

PE 3

1'-

3"

BRID

GE

LA

NE

11'-

0"

TYPE 3L (TYP.)

TRANSITION

HCL S FOURMILE

(TYP.)

EASEMENT

TEMPORARY

SH

LD

R.

3'-

0"

MIN.

(PROTECT IN PLACE)

EXISTING BRIDGE

EXISTING FENCE

STA. 3000+00.00 =

HCL WALL S-3

BEGIN WALL

END ANCHORAGE

STA. 3001+18.05 =

HCL WALL S-3

END WALL

(F.F. WALL)

FINISHED GRADE

"2

17'-

6

"4

38'-

11

FOOTING

BOTT. OF

(TOP AND ENDS)

" BAND219

CUT STONE VENEER

BOTT. OF KEY

FOOTING

OUTLINE OF

SEGMENT

1

2

3

4

5

6

", LIMITS OF RETAINING WALL S-3 AND BRIDGE RAIL TYPE 385118'-0

(FLARED)

TERMINAL SECTION

STA. 3000+56.00

Ò EXPN. JT.

PRESCRIPTIVE ROW

ROW

PRESCRIPTIVE

EASEMENT

TEMPORARY

EASEMENT

PERMANENT

BRIDGE

EXISTING

MAX H = Î6'-9"

L = Î121'-0"

SHORING (AREA 3)

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

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NS: NO.

SHEET NO:

Kels

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59+00

60+00

15.25' LT.

STA. 60+17.16

HCL S FOURMILE

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-3

ELEVATION3000+00

PLAN

NOTES:

WA

LL

EN

D

WA

LL

BE

GIN

5900

5890

5880

5870

5900

5890

5880

5870

FOURMILE CREEK

21.93' LT.

STA. 59+05.28

HCL S FOURMILE

3001+00


3000+00 3001+00 3001+18



3001+18

SCALE:

" = 1'-0"16

1

DETAILS FOR ADDITIONAL INFORMATION.

SHOP DRAWINGS. SEE CUT STONE VENEER

HOLES ARE TO BE APPROVED AS PART OF

EXPANSION JOINT LOCATIONS AND WEEP6.

LAYOUT SHEET.

FOR WALL HCL DATA, SEE GEOMETRIC 5.

SECTIONS SHEET.

FOR WALL TYPICAL SECTION, SEE TYPICAL4.

ROADWAY PLANS.




DRAINAGE PLANS.


MCD 170

2'-

3"

(F.F. WALL)

FINISHED GRADE

RAIL TYPE 3

1'-3" BRIDGE

PGL

LANE

11'-0"

HCL S FOURMILE

SHLDR.

3'-0"

"2

16

HCL & F.F. WALL

TOP OF WALL

4" ABC

3" HMA

(B.F. WALL)

FINISHED GRADE

BOTT. OF FOOTING


WIDTH VARIES

4'-0"

BA

ND"

21

9

EXISTING GROUND

(SEE TABLE)

CRS-SLP VARIES

3"

MIN.

3'-

0"

1x1'-6" KEY

(S

EE

DE

SIG

N

DA

TA

TA

BL

E)

DE

SIG

N

HEIG

HT

VA

RIE

S

3

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

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TO

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Structures\

DG

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4043.SEPT12C36

TYPICAL SECTION

FOURMILE CANYON DR

SPO BMT


24

1

SCALE: ‚" = 1'-0"


KEYNOTES:


STATION

ROADWAY HCL

OFFSET

ROADWAY HCL

CRS-SLP

ROADWAY

STATION

WALL HCL

ELEVATION

TOP OF WALL

60+17.16 15.25' LT. -1.29% 3000+00.00 5892.15

59+97.16 15.25' LT. -2.00% 3000+20.00 5891.12

59+77.16 15.25' LT. -2.00% 3000+40.00 5890.27

59+57.16 15.25' LT. -2.00% 3000+60.00 5889.52

59+37.16 15.25' LT. -2.00% 3000+80.00 5888.85

59+17.26 15.25' LT. -2.00% 3001+00.00 5888.27

59+05.28 21.93' LT. 1 3001+18.05 5887.98

FOOTING DATA TABLE

STATION


(FT.)

STEP HEIGHT

ELEVATION SLOPE (%)

3000+00.00 5884.60-10.00

3000+56.00 5879.000.00

3000+56.00 5879.000.00

3001+18.05 5879.00

DESIGN DATA TABLE


DESIGN

SLOPE i

DESIGN

WIDTH

FOOTING

LENGTH

SEGMENT

1 3000+00.00 3000+09.99 6 ft 0° 4.25 ft 9.99 ft

2 3000+09.99 3000+28.56 7 ft 0° 4.75 ft 18.57 ft

3 3000+28.56 3000+45.39 8 ft 0° 5.25 ft 16.83 ft

4 3000+45.39 3000+75.28 9 ft 0° 5.75 ft 29.89 ft

5 3000+75.28 3001+11.84 8 ft 0° 5.25 ft 36.56 ft

6 3001+11.84 3001+18.05 7 ft 0° 4.75 ft 6.21 ft

2

MCD

PROTECTION

SEE DRAINAGE DETAILS FOR RIPRAP WALL3



FINISHED GRADE TO TIE INTO STREAM2

SEE ROADWAY PLANS1

171

5970

5970

5975

5975

5975

5975

5980

5980

5980 5980

5985

5985

5990

5990

5990

6000

F.F. WALL

HCL WALL S-4 /(TYP.)

EXISTING TREE

OF SLOPE

EXISTING TOE

EASEMENT

PERMANENT

OF SLOPE (TYP)

EXISTING TOE

OF SLOPE (TYP.)

EXISTING TOP

PT 81+07.85

HCL S FOURMILE

Ò ROADWAY

EXISTING

(B.F. WALL)

FINISHED GRADE

TOP OF WALL

EXISTING GROUND

EDGE OF ROADWAY (TYP.)

SH

LD

R.

3'-

0"

LA

NE

11'-

0"

0

STA. 4000+00.00 =

HCL WALL S-4

BEGIN WALL

"4

14'-

4

"8

56'-

5


1

2

3

4

5

6

7SEGMENT

(TOP AND ENDS)

" BAND219

CUT STONE VENEERBOTT. OF KEY

BOTT. OF FOOTING

9

10

11

12

13

14

15

8

STA. 4002+46.00 =

HCL WALL S-4

END WALL

FOOTING

OUTLINE OF

RAIL

TY

PE 3

1'-

3"

BRID

GE

TYPE 3L

TRANSITION

TYPE 3L

TRANSITION

(F.F. WALL)

FINISHED GRADE

STA. 4001+28.30

Ò EXPN. JT.

STA. 4000+79.75

Ò EXPN. JT.

STA. 4001+89.98

Ò EXPN. JT.

ROW

PRESCRIPTIVE

EASEMENT (TYP.)

TEMPORARY

MAX H = Î3'-6"

L = Î114'-6"

SHORING (AREA 4)

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

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DG

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4043.SEPT12C36

80+00

81+00

82+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-4

5990

5980

5970

5960

5990

5980

5970

5960

NOTES:

PLAN

ELEVATION

4000+00 4001+00 4002+00

WA

LL

BE

GIN

WA

LL

EN

D

10 20 FT10

SCALE: 1"=20'

FOURMILE CREEK

15.25' LT.

STA. 82+45.02

HCL S FOURMILE

15.25' LT.

STA. 79+95.67

HCL S FOURMILE


4002+46

4000+00

4001+00

4002+00

4002+46

4002+46



ADDITIONAL INFORMATION.

VENEER DETAILS FOR

DRAWINGS. SEE CUT STONE

APPROVED AS PART OF SHOP

AND WEEP HOLES ARE TO BE

EXPANSION JOINT LOCATIONS6.

GEOMETRIC LAYOUT SHEET.

FOR WALL HCL DATA, SEE 5.

SEE TYPICAL SECTIONS SHEET.

FOR WALL TYPICAL SECTION,4.


FOR ROADWAY GEOMETRICS,3.


AND GUARDRAIL INFORMATION

FOR REMOVALS, UTILITY,2.

TO DRAINAGE PLANS.

FOR FINISHED GRADING REFER1.

80+00

MCD 172

2'-

3"

EXISTING GROUND

(B.F. WALL)

FINISHED GRADE

RAIL TYPE 3

1'-3" BRIDGE

PGL

LANE

11'-0"

HCL S FOURMILE

SHLDR.

3'-0"

"2

16

HCL & F.F. WALL

BOTT. OF FOOTING

TOP OF WALL

CUT STONE VENEER


WIDTH VARIES

4'-0"

BA

ND"

21

9

4" ABC

3" HMA

(F.F. WALL)

FINISHED GRADE

3"

MIN.

3'-

0"

(SEE TABLE)

CRS-SLP VARIES

(S

EE

DE

SIG

N

DA

TA

TA

BL

E)

DE

SIG

N

HEIG

HT

VA

RIE

S

1'x1'-6" KEY

2

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

ey.D

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3:2

8 P

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ergency_

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TO

3\

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06_

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DG

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8067

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4043.SEPT12C36

TYPICAL SECTION

FOURMILE CANYON DR

SPO BMT


24

1

SCALE: ‚" = 1'-0"



STATION

ROADWAY HCL

OFFSET

ROADWAY HCL

CRS-SLP

ROADWAY

STATION

WALL HCL

ELEVATION

TOP OF WALL

82+45.02 15.25' LT. 4.40% 4000+00.00 5982.72

82+26.27 15.25' LT. 4.40% 4000+20.00 5982.19

82+07.51 15.25' LT. 3.99% 4000+40.00 5981.61

81+88.75 15.25' LT. 2.89% 4000+60.00 5980.94

81+70.00 15.25' LT. 1.80% 4000+80.00 5980.27

81+50.22 15.25' LT. 0.65% 4001+00.00 5979.55

81+30.22 15.25' LT. -0.52% 4001+20.00 5978.81

81+10.22 15.25' LT. -1.68% 4001+40.00 5978.06

80+88.77 15.25' LT. -2.93% 4001+60.00 5977.23

80+67.12 15.25' LT. -4.19% 4001+80.00 5976.39

80+45.47 15.25' LT. -5.45% 4002+00.00 5975.52

80+23.82 15.25' LT. -5.70% 4002+20.00 5974.79

80+02.17 15.25' LT. -5.70% 4002+40.00 5974.07

79+95.67 15.25' LT. -5.70% 4002+46.00 5973.85

DESIGN DATA TABLE


DESIGN

SLOPE i

DESIGN

WIDTH

FOOTING

LENGTH

SEGMENT

1 4000+00.00 4000+07.23 5 ft 0° 4.00 ft 7.23 ft

2 4000+07.23 4000+20.75 6 ft 0° 4.25 ft 13.52 ft

3 4000+20.75 4000+34.48 7 ft 0° 4.75 ft 13.73 ft

4 4000+34.48 4000+49.58 8 ft 0° 5.25 ft 15.10 ft

5 4000+49.58 4000+64.66 9 ft 0° 5.75 ft 15.08 ft

6 4000+64.66 4000+79.75 10 ft 0° 6.50 ft 15.09 ft

7 4000+79.75 4000+95.27 11 ft 0° 7.25 ft 15.52 ft

8 4000+95.27 4001+01.37 12 ft 0° 8.25 ft 6.10 ft

9 4001+01.37 4001+28.30 11 ft 0° 7.25 ft 26.93 ft

10 4001+28.30 4001+53.63 10 ft 0° 6.50 ft 25.33 ft

11 4001+53.63 4001+77.33 9 ft 0° 5.75 ft 23.70 ft

12 4001+77.33 4001+90.00 8 ft 0° 5.25 ft 12.67 ft

13 4001+90.00 4002+00.54 5 ft 0° 4.00 ft 10.54 ft

14 4002+00.54 4002+28.04 4 ft 0° 3.50 ft 27.50 ft

15 4002+28.04 4002+46.00 3 ft 0° 3.00 ft 17.96 ft

FOOTING DATA TABLE

STATION


(FT.)

STEP HEIGHT

ELEVATION SLOPE (%)

4000+00.00 5976.25-10.00

4000+97.50 5966.500.00

4000+97.50 5966.500.00

4001+91.00 5966.503.00

4001+91.00 5969.500.00

4002+46.00 5969.50

KEYNOTES:

1

MCD

PROTECTION




FINISHED GRADE TO TITE IN TO STREAM1

173

5985

5985

5990

5990

5990

5990

5995

5995

5995

5995

59955995

6000

6000

6005

6005 6010

6010

6020

UNK

F.F. WALL

HCL WALL S-5 /

Ò ROADWAY

EXISTING

EASEMENT

TEMPORARY

(TYP.)

EXISTING TREE

EASEMENT

PERMANENT

OF SLOPE (TYP.)

EXISTING TOP

OF SLOPE

EXISTING TOE

OF SLOPE

EXISTING TOE

(B.F. WALL)

FINISHED GRADE

(F.F. WALL)

FINISHED GRADE

TOP OF WALL

STA. 5002+48.00 =

HCL WALL S-5

END WALL

LA

NE

11'-

0"

HCL S FOURMILE

EDGE OF ROADWAY (TYP.)

SH

LD

R.

3'-

0"

0

STA. 5000+00.00 =

HCL WALL S-5

BEGIN WALL

BOTT. OF FOOTING

RAIL

TY

PE 3

1'-

3"

BRID

GE

(TO BE REMOVED)

GUARDRAIL

EXISTING

5'-

6"

"4

36'-

7

BOTT. OF KEY

OF FOOTING

OUTLINE

1

(TOP AND ENDS)

" BAND219

CUT STONE VENEER

SEGMENT

2

3

4

5

6

7

8

9

10

11


TYPE 3L

TRANSITION

TYPE 3L

TRANSITION

STA. 5000+49.79

Ò EXPN. JT.

STA. 5001+37.52

Ò EXPN. JT.

STA. 5001+97.38

Ò EXPN. JT.

12

ROW (TYP.)

PRESCRIPTIVE

EXISTING GROUND

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

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4043.SEPT12C36

85+00

86+00

87+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL S-5

NOTES:

5980

5990

6000

5970

5980

5990

6000

5970

ELEVATION

PLAN

15.25' LT.

STA. 84+67.29

HCL S FOURMILE

WA

LL

BE

GIN

WA

LL

EN

D

5000+00 5001+00 5002+00

FOURMILE CREEK

20 FT

SCALE: 1"=20'

15.25' LT.

STA. 87+04.16

HCL S FOURMILE

10 10



TAKEN ALONG HCL WALL S-5 / F.F. WALL

5002+48

5000+00

5001+00

5002+0

0

5002

+48


CUT STONE VENEER DETAILS FOR

AS PART OF SHOP DRAWINGS. SEE

WEEP HOLES ARE TO BE APPROVED

EXPANSION JOINT LOCATIONS AND6.




FOR WALL TYPICAL SECTION, 4.






TO DRAINAGE PLANS.


MCD 174

2'-

3"

RAIL TYPE 3

1'-3" BRIDGE

PGL

LANE

11'-0"

HCL S FOURMILE

SHLDR.

3'-0"

"2

16

HCL & F.F. WALL

TOP OF WALL

CUT STONE VENEER

BOTT. OF FOOTING


WIDTH VARIES

(F.F. WALL)

FINISHED GRADE

4'-0"

BA

ND"

21

9

EXISTING GROUND

(SEE TABLE)

CRS-SLP VARIES3" HMA

4" ABC

(B.F. WALL)

FINISHED GRADE

3"

MIN.

3'-

0"

1'x1'-6" KEY

(S

EE

DE

SIG

N

DA

TA

TA

BL

E)

DE

SIG

N

HEIG

HT

VA

RIE

S

2

TYPICAL SECTION

FOURMILE CANYON DR

SPO BMT


24

1

SCALE: ‚" = 1'-0"



STATION

ROADWAY HCL

OFFSET

ROADWAY HCL

CRS-SLP

ROADWAY

STATION

WALL HCL

ELEVATION

TOP OF WALL

87+04.16 15.25' LT. 4.40% 5000+00.00 5995.48

86+85.58 15.25' LT. 4.40% 5000+20.00 5994.96

86+67.00 15.25' LT. 4.40% 5000+40.00 5994.44

86+48.41 15.25' LT. 4.40% 5000+60.00 5993.93

86+29.26 15.25' LT. 4.40% 5000+80.00 5993.40

86+09.98 15.25' LT. 4.40% 5001+00.00 5992.86

85+90.70 15.25' LT. 4.40% 5001+20.00 5992.32

85+71.41 15.25' LT. 4.40% 5001+40.00 5991.79

85+52.13 15.25' LT. 4.40% 5001+60.00 5991.25

85+32.85 15.25' LT. 4.40% 5001+80.00 5990.72

85+13.57 15.25' LT. 4.40% 5002+00.00 5990.18

84+94.28 15.25' LT. 4.40% 5002+20.00 5989.64

84+75.00 15.25' LT. 4.40% 5002+40.00 5989.11

84+67.29 15.25' LT. 4.40% 5002+48.00 5988.89

FOOTING DATA TABLE

STATION


(FT.)

STEP HEIGHT

ELEVATION SLOPE (%)

5000+00.00 5989.98-10.00

5000+49.79 5985.000.00

5000+49.79 5985.000.00

5001+36.50 5985.00-2.75

5001+36.50 5982.250.00

5002+48.00 5982.25

DESIGN DATA TABLE


DESIGN

SLOPE i

DESIGN

WIDTH

FOOTING

LENGTH

SEGMENT

1 5000+00.00 5000+06.76 4 ft 0° 3.50 ft 6.76 ft

2 5000+06.76 5000+20.25 5 ft 0° 4.00 ft 13.49 ft

3 5000+20.25 5000+33.72 6 ft 0° 4.25 ft 13.47 ft

4 5000+33.72 5000+47.22 7 ft 0° 4.75 ft 13.49 ft

5 5000+47.22 5000+57.26 8 ft 0° 5.25 ft 10.04 ft

6 5000+57.26 5000+94.78 7 ft 0° 4.75 ft 37.52 ft

7 5000+94.78 5001+32.08 6 ft 0° 4.25 ft 37.30 ft

8 5001+32.08 5001+37.50 5 ft 0° 4.00 ft 5.42 ft

9 5001+37.50 5001+60.09 8 ft 0° 5.25 ft 22.59 ft

10 5001+60.09 5001+97.38 7 ft 0° 4.75 ft 37.29 ft

11 5001+97.38 5002+34.69 6 ft 0° 4.25 ft 37.31 ft

12 5002+34.69 5002+48.00 5 ft 0° 4.00 ft 13.31 ft

KEYNOTES:

1

MCD

PROTECTION




FINISHED GRADE TO TIE IN TO STREAM1

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

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5:3

2 P

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4043.SEPT12C36 175

6405

6410

6415

6420

219+00

(TYP.)

EXISTING TREE

F.F. WALL

HCL WALL N-1 /

OF SLOPE

EXISTING TOE

HCL N FOURMILE

OF SLOPE (TYP.)

EXISTING TOP

ROADWAY

EXISTING Ò

(B.F. WALL)

FINISHED GRADETOP OF WALL

(F.F. WALL)

FINISHED GRADE

LA

NE

11'-

0"

VA

RIE

S

SH

LD

R.

STA. 1000+00.00 =

HCL WALL N-1

BEGIN WALL

0

TYPE 3

BRIDGE RAIL

266'-0", LIMITS OF RETAINING WALL N-1 AND BRIDGE RAIL TYPE 3

RAIL

TY

PE 3

1'-

3"

BRID

GE

4'-

0"

BOTT. OF WALL

GROUND

EXISTING

(TYP.)

SOLDIER PILE

SOLDIER PILE (TYP.)

"8

112'-

8

TYPE 3L

TRANSITION

PRESCRIPTIVE ROW

PILE W1-35

PILE W1-30

PILE W1-25

PILE W1-20

ELEV. 6423.58

ELEV. 6423.58

8'-0"6'-6‚"6'-6‚"6'-6‚"2'-0"

LAGGING (TYP.)

BOTT. OF

(T

YP.)

2'-

0"

MIN.

STA. 1000+81.23

Ò EXPN. JT.

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

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9:1

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8067

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4043.SEPT12C36

FOURMILE CANYON DR

MCD BMT

GENERAL LAYOUT (1 OF 3)RETAINING WALL N-1

NOTES:

MA

TC

H

LIN

E

ST

A1001+30.0

0

6430

6420

6410

6400

6430

6420

6410

6400

PLAN

ELEVATION

WA

LL

BE

GIN

1000+00 1001+00

15.25' LT.

STA. 219+56.79

HCL N FOURMILE

1000+00

1001+00


TAKEN AT HCL / F.F. WALL

1001+30.0

0M

AT

CH

LIN

E

ST

A

FOR MORE INFORMATION.

SOLDIER PILE WALL DETAILS (3 OF 3)

WEEP HOLES NOT SHOWN. SEE8.

(2 OF 3).

ON SOLDIER PILE WALL DETAILS

WALL N-1 SOLDIER PILE DATA TABLE

FOR TOP OF WALL INFORMATION, SEE7.

(3 OF 3).

RETAINING WALL N-1 GENERAL LAYOUT

SEE BOTTOM OF WALL DATA TABLE ON

FOR BOTTOM OF WALL INFORMATION,6.

WALL DETAILS FOR LOCATION.

PILE LAYOUT LINE, SEE SOLDIER PILE

PILE SPACING SHOWN AT SOLDIER5.

LAYOUT SHEET.

FOR WALL HCL DATA, SEE GEOMETRIC4.

ROADWAY PLANS.


ROADWAY PLANS.

GUARDRAIL INFORMATION REFER TO

FOR REMOVALS, UTILITY, AND 2.

DRAINAGE PLANS.


SCALE: 1"=10'

5 10 FT5

SPO 176

6395

6400

6405

6410

217+00

218+00

F.F. WALL

HCL WALL N-1 /

HCL N FOURMILE

(TYP.)

EXISTING TREEOF SLOPE (TYP.)

EXISTING TOE

TEMPORARY EASEMENT EASEMENT

PERMANENT

P-N-100

STA. 1002+66.00 =

HCL WALL N-1

END WALL

(F.F. WALL)

FINISHED GRADE

(B.F. WALL)

FINISHED GRADE

TOP OF WALL

0

LA

NE

11'-

0"

GROUND

EXISTING

266'-0", LIMITS OF RETAINING WALL N-1 AND BRIDGE RAIL TYPE 3

BOTT. OF WALL

RAIL

TY

PE 3

1'-

3"

BRID

GE

(TYP.)

SOLDIER PILE

6405.65

INVERT ELEV.

STA. 1002+16.86

TYPE 3L

TRANSITION

VA

RIE

S

SH

LD

R.

PILE W1-1

PILE W1-5

PILE W1-10

PILE W1-15

PRESCRIPTIVE ROW

STA. 1001+68.23

Ò EXPN. JT.

42"ß RCP

STA. 1002+24.60

Ò EXPN. JT.

6410.23

ELEV.

6406.23

ELEV.

8'-0" "416'-6 "4

16'-6 "416'-6 2'-0"

(T

YP.)

2'-

0"

MIN.

14'-

8…

"

LAGGING (TYP.)

BOTT. OF

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






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4043.SEPT12C36

FOURMILE CANYON DR

MCD BMT


14.55' LT.

STA. 216+72.13

HCL N FOURMILE

PLAN

ELEVATION

MA

TC

H

LIN

E

ST

A1001+30.0

0

1002+00

WA

LL

EN

D

FOURMILE CREEK

1002+66

1002+00

1002+66

1002+66

MA

TC

H

LIN

E

ST

A1001+30.0

0


TAKEN AT HCL / F.F. WALL

6420

6410

6400

6390

6420

6410

6400

6390

SCALE: 1"=10'

5 10 FT5

SPO 177

RAIL TYPE 3

1'-3" BRIDGE

LANE

11'-0"

2'-

3"

EXISTING GROUND

PGL

HCL & F.F. WALL

BA

ND"

21

9

4'-0"

"2

16

HCL N FOURMILE

VARIES

CRS-SLP VARIES

ALLOWANCE

3" VENEER

MIN.

2'-

0"

TOP OF CAISSON

BOTT. OF LAGGING/

(B.F. WALL)

FINISHED GRADE

WALL

TOP OF

CU

RB

6"

"2

11'-

9

VA

RIE

S 2

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

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DG

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4043.SEPT12C36

FOURMILE CANYON DR

MCD BMT


NOTES:

KEYNOTES:

FINISHED GRADING.

EXCEPT AS NECESSARY TO INSTALL THE WALL FOUNDATION AND COMPLETE

THE CONTRACTOR SHALL NOT DISTURB THE EXISTING GROUND CONDITIONS2.

FOR CUT STONE VENEER DETAILS, REFER TO ARCHITECTURAL DETAILS SHEET.1.

TYPICAL SECTION

SCALE: ‚" = 1'-0"

TAKEN AT Ò SOLDIER PILE


*

*

AND SHOLDER WIDTH

SEE ROADWAY PLANS FOR SUPERELEVATIONS*

N1 BOTTOM OF WALL DATA TABLE

STATION

HCL BOTTOM OF FOOTINGSTEP HEIGHT (FT.)

ELEVATION SLOPE (%)

1000+00.00 6419.5826.50 FT.

1000+26.50 6409.750.00

1000+26.50 6409.7548.00 FT.

1000+74.50 6409.750.00

1000+74.50 6409.7525.50 FT.

1001+00.00 6405.250.00

1001+00.00 6405.2526.28 FT.

1001+26.28 6405.250.00

1001+26.28 6405.2573.72 FT.

1002+00.00 6397.750.00

1002+00.00 6397.7534.50 FT.

1002+34.50 6397.750.00

1002+34.50 6397.7531.50 FT.

1002+66.00 6406.23

LI

MIT

S

OF

ST

RU

CT

UR

AL

CO

NC

RE

TE

CO

ATIN

G

1

(A

NTI-

GR

AF

FITI)

SPO



STRUCTURAL CONCRETE SHALL BE PAINTED BROWN, EQUIVALENT TO1

178

6425

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

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SHEET NO:

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TOP OF WALL

HCL N FOURMILE

F.F. WALL

HCL WALL N-2 /STA. 2000+00.00 =

HCL WALL N-2

BEGIN WALL

STA. 2000+96.00 =

HCL WALL N-2

END WALL

OF SLOPE

EXISTING TOE

OF SLOPE

EXISTING TOP

96'-0", LIMITS OF RETAINING WALL N-2

(B.F. WALL)

FINISHED GRADE

EXISTING GROUND

Ò ROADWAY

EXISTING

LA

NE

11'-

0"

SH

LD

R.

3'-

0"

0

WALL

BOTTOM OF

4'-

0"

4'-

0"

(TO BE REMOVED)

GUARDRAIL

EXISTING

RAIL

TY

PE 3

1'-

3"

BRID

GE

TYPE 3L

TRANSITION

TYPE 3L

TRANSITION

STA. 2000+51.90

Ò EXPN. JT.

PRESCRIPTIVE ROW

PILE W2-1PILE W2-5

PILE W2-10

PILE W2-13

(2 FOOT)

GUTTER TYPE 2

6433.41

ELEV.

6429.41

ELEV.

2'-0" 6'-11…" 6'-11…"

(TYP.)

SOLDIER PILE 2'-0"6'-11…"6'-11…"8'-0" (TYP.)

(F.F. WALL)

FINISHED GRADE

LAGGING (TYP.)

BOTT. OF

6429.78

ELEV.

6425.78

ELEV.(T

YP.)

2'-

0"

MIN.

221+00

FOURMILE CREEK

ELEVATIONTAKEN ALONG HCL WALL N-2 / F.F. WALL

NOTES:

15.25' LT.

STA. 221+82.69

HCL N FOURMILE

2000+00

WA

LL

BE

GIN

WA

LL

EN

D

MCD BMT

FOURMILE CANYON DR

RETAINING WALL N-2

6440

6430

6420

6410

6440

6430

6420

6410

PLAN

10 FT

SCALE: 1"=10'

5 5


15.25' LT.

STA. 220+90.20

HCL N FOURMILE

2000+96

2000+00

2000+9

6

2000+9

6

DETAILS (3 OF 3) FOR MORE INFORMATION.

WEEP HOLES NOT SHOWN. SEE SOLDIER PILE WALL8.

DETAILS (2 OF 3).

N-2 SOLDIER PILE TABLE ON SOLDIER PILE WALL

FOR TOP OF WALL INFORMATION, SEE DATA WALL7.

WALL N-1 GENERAL LAYOUT (3 OF 3)

BOTTOM OF WALL DATA TABLE ON RETAINING

FOR BOTTOM OF WALL INFORMATION, SEE6.

LOCATION.

LINE, SEE SOLDIER PILE WALL DETAILS FOR

PILE SPACING SHOWN AT SOLDIER PILE LAYOUT5.

SHEET.

FOR WALL HCL DATA, SEE GEOMETRIC LAYOUT4.

ROADWAY PLANS.

FOR ROADWAY GEOMETRICS, REFER TO 3.



PLANS.

FOR FINISHED GRADING REFER TO DRAINAGE 1.

SPO 179

PGL

HCL N FOURMILE

LANE

11'-0"

SHLDR.

3'-0"

RAIL TYPE 3

1'-3" BRIDGE

HCL & F.F. WALL

"2

16

BA

ND"

21

9

2'-

3"

4'-0"

(F.F. WALL)

FINISHED GRADE

EXISTING GROUND

(SEE ROADWAY PLANS)

CRS-SLP VARIES

MIN.

2'-

0"

VA

RIE

S

(2 FOOT)

GUTTER TYPE 2

TOP OF CAISSON

BOTT. OF LAGGING/

(B.F. WALL)

FINISHED GRADE

"2

11'-

9

CU

RB

6"

WALL

TOP OF

2

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

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TO

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heet_

Files\

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Structures\

DG

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A.d

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4043.SEPT12C36

FOURMILE CANYON DR

MCD BMT


NOTES:

KEYNOTES:

FINISHED GRADING.

EXCEPT AS NECESSARY TO INSTALL THE WALL FOUNDATION AND COMPLETE

THE CONTRACTOR SHALL NOT DISTURB THE EXISTING GROUND CONDITIONS2.

FOR CUT STONE VENEER DETAILS, REFER TO ARCHITECTURAL DETAILS SHEET.1.

TYPICAL SECTION

SCALE: ‚" = 1'-0"

TAKEN AT Ò SOLDIER PILE


N2 BOTTOM OF WALL DATA TABLE

STATION


(FT.)

STEP HEIGHT

ELEVATION SLOPE (%)

2000+00.00 6429.4131.50 FT.

2000+31.50 6420.750.00

2000+31.50 6420.7537.00 FT.

2000+68.50 6420.750.00

2000+68.50 6420.7527.50 FT.

2000+96.00 6425.78

LI

MIT

S

OF

ST

RU

CT

UR

AL

1

(A

NTI-

GR

AF

FITI)

CO

NC

RE

TE

CO

ATIN

G

SPO



STRUCTURAL CONCRETE SHALL BE PAINTED BROWN, EQUIVALENT TO1

180

6425

6425

6430

6430

6430

6435

6435

6435

6435

6440

6440

6440

6445

64456450

6455

F.F. WALL

HCL WALL N-3 /

GUARDRAIL

EXISTING

Ò ROADWAY

EXISTING

EXISTING DITCH

TOP OF WALL(B.F. WALL)

FINISHED GRADE

OF SLOPE (TYP.)

EXISTING TOP

EASEMENT

TEMPORARY

(TYP.)

EXISTING TREE

OF SLOPE (TYP.)

EXISTING TOE

OF SLOPE

EXISTING TOP

EXISTING SIGN

P-N-103

SH

LD

R.

3'-

0"

LA

NE

11'-

0"

STA. 3000+00.00 =

HCL WALL N-3

BEGIN WALL

EASEMENT

PERMANENT

(F.F. WALL)

FINISHED GRADE

0

", LIMITS OF RETAINING WALL N-343211'-11

8'-

8"

STA. 3002+11.98 =

HCL WALL N-3

END WALL

GROUND

EXISTING

BOTT. OF WALL

"4

37'-

7

BOTT. OF KEY

MIN.

3'-

6"

1

2

3

4

5

6

7

8

10SEGMENT

9

TRANSITION TYPE 3L

TRANSITION TYPE 3L

RAIL

TY

PE 3

1'-

3"

BRID

GE

FOOTING

OUTLINE OF

MAX. H = Î12'-6"

L= Î210'-0"

SHORING (AREA 5)

PRESCRIPTIVE ROW

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

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TO

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4043.SEPT12C36

223+00224+00

FOURMILE CANYON DR

SPO BMT

RETAINING WALL N-3

NOTES:

ELEVATION

6430

6440

6450

6420

6430

6440

6450

6420

WA

LL

BE

GIN

WA

LL

EN

D

3000+00 3001+00

PLAN

FOURMILE CREEK

15.25' LT.

STA. 224+56.68

HCL N FOURMILE

10 20 FT10

SCALE: 1"=20'

3002+00

GENERAL LAYOUT

15.25' LT.

STA. 222+46.50

HCL N FOURMILE

64

36.3

0IN

VE

RT

EL

EV.

ST

A.

3000

+7

6.6

618"ß

RC

P

3002+12


TAKEN ALONG HCL WALL N-3 / F.F. WALL


VENEER DETAILS FOR

DRAWINGS. SEE CUT STONE

APPROVED AS PART OF SHOP

AND WEEP HOLES ARE TO BE

EXPANSION JOINT LOCATIONS6.




FOR WALL TYPICAL SECTION, 4.






TO DRAINAGE PLANS.


MCD 181

EXISTING GROUND

(B.F. WALL)

FINISHED GRADE

TOP OF SUBGRADE

(F.F. WALL)

FINISHED GRADE

PGL

HCL N FOURMILE

"2

16

3'-

0"

MIN.

BOTT. OF FOOTING

TOP OF WALL

CUT STONE VENEER

4'-0"

SHLDR.

3'-0"

LANE

11'-0"

HCL & F.F. WALL

BA

ND"

21

9

RAIL TYPE 3

1'-3" BRIDGE

(SEE DESIGN TABLE)

"FOOTING WIDTH"

1'x1'-6" KEY


SLOPE i VARIES

CRS-SLP VARIES

3"

(S

EE

DE

SIG

N

HEIG

HT

TA

BL

E)

DE

SIG

N

HEIG

HT "

H"

VA

RIE

S

1

AD SET

05/04/2018



DESIGNED:

PROJECT NO:

DATE:CAD: CHECKED:


UTILITIES






RE

VISIO

NS: NO.

SHEET NO:

Kels

ey.D

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psey 1:2

4:2

4 P

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PW

general notes: reinforced concrete notes · 2018-08-31 · shown on the plans, on exposed concrete...

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