general notes: reinforced concrete notes · 2018-08-31 · shown on the plans, on exposed concrete...
TRANSCRIPT
-
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
VISIO
NS: NO.
SHEET NO:
Kelsey.D
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psey 11:11:4
5 A
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Lake
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Boulder_
County_
Em
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Transportatio
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TO3\08_
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4043.SEPT12C36
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
168-169 GENERAL LAYOUT RETAINING WALL S-2
170-171 GENERAL LAYOUT RETAINING WALL S-3
172-173 GENERAL LAYOUT RETAINING WALL S-4
174-175 GENERAL LAYOUT RETAINING WALL S-5
176-178 GENERAL LAYOUT RETAINING WALL N-1
179-180 GENERAL LAYOUT RETAINING WALL N-2
181-182 GENERAL LAYOUT RETAINING WALL N-3
183-184 GENERAL LAYOUT RETAINING WALL N-4
185-187 GENERAL LAYOUT RETAINING WALL N-5
188-189 GENERAL LAYOUT RETAINING WALL N-6
190-191 GENERAL LAYOUT RETAINING WALL N-7
192 RETAINING WALLS LEGEND AND LABORATORY DATA
193 ENGINEERING GEOLOGY RETAINING WALL S-1
194 ENGINEERING GEOLOGY RETAINING WALL S-2
195 ENGINEERING GEOLOGY RETAINING WALL S-3
196 ENGINEERING GEOLOGY RETAINING WALL S-4
197 ENGINEERING GEOLOGY RETAINING WALL S-5
198-199 ENGINEERING GEOLOGY RETAINING WALL N-1
200 ENGINEERING GEOLOGY RETAINING WALL N-2
201 ENGINEERING GEOLOGY RETAINING WALL N-3
202 ENGINEERING GEOLOGY RETAINING WALL N-4
203-204 ENGINEERING GEOLOGY RETAINING WALL N-5
205 ENGINEERING GEOLOGY RETAINING WALL N-6
206 ENGINEERING GEOLOGY RETAINING WALL N-7
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
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
VISIO
NS: NO.
SHEET NO:
Kelsey.D
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psey 11:12:0
7 A
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Boulder_
County_
Em
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TO3\08_
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Structures\
DG
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4043.SEPT12C36
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:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
S FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL S-3:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
S FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL S-4:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
S FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL S-5:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
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:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
N FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL N-4:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
N FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL N-5:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
N FOURMILE LT.
BRIDGE RAIL TYPE 3
RETAINING WALL N-6:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
N FOURMILE LT.
RETAINING WALL N-7:
CANTILEVER RETAINING WALL (SPREAD FOOTING WALL)
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
206 SHORING (AREA 2) LS 1
206 SHORING (AREA 3) LS 1
206 SHORING (AREA 4) LS 1
206 SHORING (AREA 5) LS 1
206 SHORING (AREA 6) LS 1
206 SHORING (AREA 7) LS 1
206 SHORING (AREA 8) LS 1
206 SHORING (AREA 9) 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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:1
2:2
8 A
M 5/4/2018 p
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DC
PW
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Projects\
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Bould
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County_
Em
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Transportatio
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TO
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DG
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4043.SEPT12C36
51+
00
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
(2 OF 2)GEOMETRIC LAYOUT
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
TABLE DATA ALIGNMENT HORIZONTAL S-5WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL S-1WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL S-2WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL S-3WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:1
2:4
9 A
M 5/4/2
018 p
w:\\
DC
PW
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P1.b
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bakercorp.c
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Docu
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Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
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4043.SEPT12C36 162
-
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
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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om:p
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Docu
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Bould
er_
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ergency_
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3\
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Structures\
DG
N\
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02.0.d
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4043.SEPT12C36
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
(1 OF 2)GEOMETRIC LAYOUT
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
(2 OF 2)GEOMETRIC LAYOUT
FOURMILE CANYON DR (NORTH)
TABLE DATA ALIGNMENT HORIZONTAL N-1WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-2WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-3WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-4WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-5WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-6WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
TABLE DATA ALIGNMENT HORIZONTAL N-7WALL
CURVE POINT
STATION NORTHING EASTING BEARING DISTANCE RADIUS LENGTH DELTA
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
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
VISIO
NS: NO.
SHEET NO:
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ey.D
em
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3:3
0 A
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om:p
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er_
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Structures\
DG
N\
13
8067
_W
AL
L_
02.1.d
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R
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
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
VISIO
NS: NO.
SHEET NO:
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ey.D
em
psey 11:1
3:5
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018 p
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PW
AP
P1.b
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bakercorp.c
om:p
wprod\
Docu
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er_
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ergency_
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_Sheet_
Files\
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Structures\
DG
N\
13
8067
_W
AL
L_
03.d
gn
R
4043.SEPT12C36
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.
REFER TO ROADWAY PLANS.
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
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4:2
4 A
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AP
P1.b
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om:p
wprod\
Docu
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er_
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_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
03
A.d
gn
R
4043.SEPT12C36
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
GENERAL LAYOUT (2 OF 3)
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.
REFER TO ROADWAY PLANS.
FOR REMOVALS, UTILITY, AND GUARDRAIL INFORMATION2.
FOR FINISHED GRADING REFER TO DRAINAGE PLANS.1.
1001+00
1001+991001+99
BRIDGE RAIL NOT SHOWN
TAKEN AT HCL WALL S-1 / F.F. WALL
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
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2:3
2 P
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om:p
wprod\
Docu
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03
B.d
gn
R
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
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
VISIO
NS: NO.
SHEET NO:
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ey.D
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5:5
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018 p
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om:p
wprod\
Docu
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Projects\
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Offic
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Bould
er_
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ergency_
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08
_Sheet_
Files\
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Structures\
DG
N\
13
8067
_W
AL
L_
04.d
gn
R
4043.SEPT12C36
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
GENERAL LAYOUT (1 OF 2)
2000+00
2001
+00
2001+
37
2001+
37
BRIDGE RAIL NOT SHOWN
TAKEN AT HCL WALL S-2 / F.F. WALL
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"
(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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 1:2
2:5
1 P
M 5/4/2
018 p
w:\\
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PW
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bakercorp.c
om:p
wprod\
Docu
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Structures\
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N\
13
8067
_W
AL
L_
04
A.d
gn
R
4043.SEPT12C36
TYPICAL SECTION
FOURMILE CANYON DR
SPO BMT
GENERAL LAYOUT (2 OF 2)RETAINING WALL S-2
1
24
SCALE: ‚" = 1'-0"
LOOKING AHEAD STATION
KEYNOTES:
TOP OF WALL DATA TABLE
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
SEGMENT SEGMENT STATION RANGEHEIGHT
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:1
6:5
7 A
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
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er_
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3\
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Structures\
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N\
13
8067
_W
AL
L_
05.d
gn
R
4043.SEPT12C36
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
GENERAL LAYOUT (1 OF 2)
3000+00 3001+00 3001+18
BRIDGE RAIL NOT SHOWN
TAKEN AT HCL WALL S-3 / F.F. WALL
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.
FOR ROADWAY GEOMETRICS, REFER TO3.
INFORMATION REFER TO ROADWAY PLANS.
FOR REMOVALS, UTILITY, AND GUARDRAIL2.
DRAINAGE PLANS.
FOR FINISHED GRADING REFER TO1.
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
(SEE DESIGN DATA TABLE)
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 1:2
3:0
9 P
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
05
A.d
gn
R
4043.SEPT12C36
TYPICAL SECTION
FOURMILE CANYON DR
SPO BMT
GENERAL LAYOUT (2 OF 2)RETAINING WALL S-3
24
1
SCALE: ‚" = 1'-0"
LOOKING AHEAD STATION
KEYNOTES:
TOP OF WALL DATA TABLE
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
HCL BOTTOM OF FOOTING
(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
SEGMENT SEGMENT STATION RANGEHEIGHT
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
RESTORATION WORK NOT SHOWN)
RESTORATION WORK BY OTHERS (STREAM
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
246'-0", LIMITS OF RETAINING WALL S-4 AND BRIDGE RAIL TYPE 3
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:1
7:4
2 A
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
06.d
gn
R
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
GENERAL LAYOUT (1 OF 2)
4002+46
4000+00
4001+00
4002+00
4002+46
4002+46
BRIDGE RAIL NOT SHOWN
TAKEN AT HCL WALL S-4 / F.F. WALL
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.
REFER TO ROADWAY PLANS.
FOR ROADWAY GEOMETRICS,3.
REFER TO ROADWAY PLANS.
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
(SEE DESIGN DATA TABLE)
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 1:2
3:2
8 P
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
06
A.d
gn
R
4043.SEPT12C36
TYPICAL SECTION
FOURMILE CANYON DR
SPO BMT
GENERAL LAYOUT (2 OF 2)RETAINING WALL S-4
24
1
SCALE: ‚" = 1'-0"
LOOKING AHEAD STATION
TOP OF WALL DATA TABLE
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
SEGMENT SEGMENT STATION RANGEHEIGHT
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
HCL BOTTOM OF FOOTING
(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
SEE DRAINAGE DETAILS FOR RIPRAP WALL2
RESTORATION WORK NOT SHOWN)
RESTORATION WORK BY OTHERS (STREAM
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
248'-0", LIMITS OF RETAINING WALL S-5 AND BRIDGE RAIL TYPE 3
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:1
8:2
8 A
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
07.d
gn
R
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
GENERAL LAYOUT (1 OF 2)
BRIDGE RAIL NOT SHOWN
TAKEN ALONG HCL WALL S-5 / F.F. WALL
5002+48
5000+00
5001+00
5002+0
0
5002
+48
ADDITIONAL INFORMATION.
CUT STONE VENEER DETAILS FOR
AS PART OF SHOP DRAWINGS. SEE
WEEP HOLES ARE TO BE APPROVED
EXPANSION JOINT LOCATIONS AND6.
GEOMETRIC LAYOUT SHEET.
FOR WALL HCL DATA, SEE 5.
SEE TYPICAL SECTIONS SHEET.
FOR WALL TYPICAL SECTION, 4.
REFER TO ROADWAY PLANS.
FOR ROADWAY GEOMETRICS,3.
REFER TO ROADWAY PLANS.
AND GUARDRAIL INFORMATION
FOR REMOVALS, UTILITY,2.
TO DRAINAGE PLANS.
FOR FINISHED GRADING REFER1.
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
(SEE DESIGN DATA TABLE)
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
GENERAL LAYOUT (2 OF 2)RETAINING WALL S-5
24
1
SCALE: ‚" = 1'-0"
LOOKING AHEAD STATION
TOP OF WALL DATA TABLE
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
HCL BOTTOM OF FOOTING
(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
SEGMENT SEGMENT STATION RANGEHEIGHT
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
SEE DRAINAGE DETAILS FOR RIPRAP WALL2
RESTORATION WORK NOT SHOWN)
RESTORATION WORK BY OTHERS (STREAM
FINISHED GRADE TO TIE IN TO STREAM1
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
VISIO
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SHEET NO:
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07
A.d
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R
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
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
VISIO
NS: NO.
SHEET NO:
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gn
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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
BRIDGE RAIL NOT SHOWN
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.
FOR ROADWAY GEOMETRICS, REFER TO3.
ROADWAY PLANS.
GUARDRAIL INFORMATION REFER TO
FOR REMOVALS, UTILITY, AND 2.
DRAINAGE PLANS.
FOR FINISHED GRADING REFER TO1.
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
ENGINEERING DIVISION
BOULDER COUNTY TRANSPORTATION DEPARTMENT
DESIGNED:
PROJECT NO:
DATE:CAD: CHECKED:
REVISION DESCRIPTION:DATE
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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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8067
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11.d
gn
R
4043.SEPT12C36
FOURMILE CANYON DR
MCD BMT
GENERAL LAYOUT (2 OF 3)RETAINING WALL N-1
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
BRIDGE RAIL NOT SHOWN
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
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
VISIO
NS: NO.
SHEET NO:
Kels
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3:4
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11A.d
gn
R
4043.SEPT12C36
FOURMILE CANYON DR
MCD BMT
GENERAL LAYOUT (3 OF 3)RETAINING WALL N-1
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
LOOKING AHEAD STATION
*
*
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
SEE DRAINAGE DETAILS FOR RIPRAP WALL PROTECTION2
FEDERAL STANDARD 595C COLOR 10059.
STRUCTURAL CONCRETE SHALL BE PAINTED BROWN, EQUIVALENT TO1
178
-
6425
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
VISIO
NS: NO.
SHEET NO:
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gn
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4043.SEPT12C36
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
GENERAL LAYOUT (1 OF 2)
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.
INFORMATION REFER TO ROADWAY PLANS.
FOR REMOVALS, UTILITY, AND GUARDRAIL2.
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
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
VISIO
NS: NO.
SHEET NO:
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N\
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8067
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A.d
gn
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4043.SEPT12C36
FOURMILE CANYON DR
MCD BMT
GENERAL LAYOUT (2 OF 2)RETAINING WALL N-2
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
LOOKING AHEAD STATION
N2 BOTTOM OF WALL DATA TABLE
STATION
HCL BOTTOM OF FOOTING
(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
SEE DRAINAGE DETAILS FOR RIPRAP WALL PROTECTION2
FEDERAL STANDARD 595C COLOR 10059.
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 11:2
0:4
1 A
M 5/4/2
018 p
w:\\
DC
PW
AP
P1.b
kr.m
bakercorp.c
om:p
wprod\
Docu
ments\
Projects\
Lake
wood_
Offic
e\
Bould
er_
County_
Em
ergency_
Transportatio
n\
TO
3\
08
_S
heet_
Files\
06_
Structures\
DG
N\
13
8067
_W
AL
L_
13.d
gn
R
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
BRIDGE RAIL NOT SHOWN
TAKEN ALONG HCL WALL N-3 / F.F. WALL
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.
REFER TO ROADWAY PLANS.
FOR ROADWAY GEOMETRICS,3.
REFER TO ROADWAY PLANS.
AND GUARDRAIL INFORMATION
FOR REMOVALS, UTILITY,2.
TO DRAINAGE PLANS.
FOR FINISHED GRADING REFER1.
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
(SEE DESIGN DATA TABLE)
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
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
VISIO
NS: NO.
SHEET NO:
Kels
ey.D
em
psey 1:2
4:2
4 P
M 5/4/2
018 p
w:\\
DC
PW