_Plans - 2024.03.29_FINAL_164531_Salida Pedestrian Improvements-Oak.pdf
PDF 31 MB Posted
- Solicitation number
- CDOT LA#24848
- Issued by
- Cheyenne County, Colorado
About this file
These are engineering design and construction plans for the Oak Street Multi-Modal RMS Project prepared by Short Elliott Hendrickson Inc. (SEH) for the City of Salida, Colorado, and the Colorado Department of Transportation (CDOT). The project involves reconstructing Oak Street (State Highway 291) from Walnut Avenue to just south of Illinois Avenue, spanning approximately 3,300 linear feet. The project scope includes full depth reclamation of the roadway, installation of new sidewalks, storm sewer upgrades, water service replacements, bike lanes, crosswalks, and related street improvements. The City of Salida will accept sealed bids until April 29th, 2024, at 10:00 am, with a non-mandatory pre-bid meeting scheduled for April 16th, 2024, at 1:00 p.m. at the Public Works Department.
The project is funded through local and state transportation infrastructure funds, with performance and payment bonds required at 100% of the bid amount. The project is tax-exempt, and contractors will be provided a tax-exempt number for material purchases. Bidding documents are available through the Rocky Mountain E-Purchasing website, and technical questions should be directed to Steve Winters at SEH. The comprehensive plan includes detailed engineering drawings covering roadway profiles, utility relocations, erosion control measures, drainage improvements, and specific intersection redesigns along Oak Street. The project aims to enhance multimodal transportation infrastructure, improve pedestrian safety, and upgrade existing street infrastructure in the City of Salida.
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Text version
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
TITLE SHEET
STANDARD PLAN NO.
STANDARDS PLANS LIST
STANDARD
PLANS LIST Standard Sheet No. 1 of 1
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
STANDARD PLANS LIST
.4
C
PT
S
EH
.5
AC
C P3
7042.49
CPT 3.25AC CDOT MP 0.14
7041.06
CPT 3.25AC CDOT MP 0.23
7036.99
CPT TP
.0
TF
M F
X C
O R
36" 36"
4" 4"
36"
4"
4"4"
4"4"4"
4"4"4"
4"
4"
4"4"
2"
8" 4"
6" 36"
12"
24" 18" 24"
12" 4" 18"
12"
12" 12"
36"
36"
36" 36"
36" 6"6"
24"
48"
12" 24"
18"
18"
2"2"
48"
48"
36"
6" 6"
6"6"6"
PP
P
36"
24"
36"
P
6"
P 36" 36"
18"
6"
2"
8" 8"
W E
LL
ST
S
CONTROL POINT TABLE
POINT #
RAW DESCRIPTION
CPT SEH 1.5AC CP3
CPT 3.25AC CDOT MP 0.14
CPT 3.25AC CDOT MP 0.50
CPT 3.25AC CDOT MP 0.57
CPT 3.25AC CDOT MP 0.23
CPT 1BC CDOT CONTROL MP 0.77
CPT 1BC CDOT CONTROL MP 0.80
CPT TP
ELEVATION
7038.48
7042.49
7038.95
7037.97
7041.06
7049.76
7050.10
7036.99
NORTHING
1251808.6350
1252623.4870
1254538.1510
1254845.6560
1253076.8760
1255348.4320
1255480.1000
1252119.3230
EASTING
2861366.9500
2861315.9090
2861321.0820
2861361.2920
2861364.7920
2860610.3860
2860516.5150
2861307.7570
SURVEY CONTROL DRAWING-1
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
DRAWING COORDINATE SYSTEM: MODIFIED GROUND BASED ON STATE
PLANE CO CENTRAL ZONE (NAD 83) (2011).
SCALE POINT: PT#1 (SEH 1.5" AC)
N: 1251917.595 E: 2858003.439
EL: 7084.69'
GROUND SCALE FACTOR: 1.0003502580
1/X: 0.9996498646
BASIS OF BEARINGS: N 66°38'55" E BETWEEN PT#101 (NGS G 417) AND
PT#115 (NGS SALIDA)
SITE BENCHMARK: PT#109
7038.95
CPT 3.25AC CDOT MP 0.50
7037.97
CPT 3.25AC CDOT MP 0.57
.6
TF
M
0.
6O S
.3
TF
M
.7
O S
.5
TF
M
M O
N
6D
.0
TF
M F
X C
O R
7049.76
CPT 1BC CDOT CONTROL MP 0.77
7050.10
CPT 1BC CDOT CONTROL MP 0.80
36"
24"
36"
P
6"
P 36" 36"
18"
6"
2"
8"
8" P PPP
P P
24" 6" 6"
36"
36"
36"
12"
24"
G
24"
P P
18"
18"
18"
18"
36"
48"
12"
12"
18" 18"
24" 24" 36"
12" 12"
12" 18" 18"
8" P
P
6"
4"
24"
2"
4"
6"
6"
6"
24"
6" 6"6" 6"
6"
24" 24"
24"
6"
24"
24"
4"
S
12"
24"
6" 24"
24"
CONTROL POINT TABLE
POINT #
RAW DESCRIPTION
CPT SEH 1.5AC CP3
CPT 3.25AC CDOT MP 0.14
CPT 3.25AC CDOT MP 0.50
CPT 3.25AC CDOT MP 0.57
CPT 3.25AC CDOT MP 0.23
CPT 1BC CDOT CONTROL MP 0.77
CPT 1BC CDOT CONTROL MP 0.80
CPT TP
ELEVATION
7038.48
7042.49
7038.95
7037.97
7041.06
7049.76
7050.10
7036.99
NORTHING
1251808.6350
1252623.4870
1254538.1510
1254845.6560
1253076.8760
1255348.4320
1255480.1000
1252119.3230
EASTING
2861366.9500
2861315.9090
2861321.0820
2861361.2920
2861364.7920
2860610.3860
2860516.5150
2861307.7570
SURVEY CONTROL DRAWING-2
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
DRAWING COORDINATE SYSTEM: MODIFIED GROUND BASED ON STATE
PLANE CO CENTRAL ZONE (NAD 83) (2011).
SCALE POINT: PT#1 (SEH 1.5" AC)
N: 1251917.595 E: 2858003.439
EL: 7084.69'
GROUND SCALE FACTOR: 1.0003502580
1/X: 0.9996498646
BASIS OF BEARINGS: N 66°38'55" E BETWEEN PT#101 (NGS G 417) AND
PT#115 (NGS SALIDA)
SITE BENCHMARK: PT#109
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
SURVEY TABULATION
SUMMARY OF APPROXIMATE QUANTITIES-1
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
TABULATIONS-1
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
NOTE: MAILBOX RESETS SHALL INCLUDE THE COST OF PROVIDING A NEW METAL MAILBOX OF SIMILAR SIZE AT THE LOCATIONS INDICATED ON THE PLANS.
NOTE: CDOT CURB AND GUTTER TYPE 2 (MS) MAY BE POURED MONOLITHICALLY WITH ADJACENT 8' SIDEWALK, BUT SHALL HAVE A CONTRACTION JOINT AT THE TBOC. 8' SIDEWALK SHALL BE PAID FOR SEPARATELY UNDER CONCRETE SIDEWALK (6 INCH) 608-00006.
TYPICAL SECTION - OAK STREET
TYPE II-M CURB AND GUTTER
SOUTHERN TIE-IN
3%
EXISTING GROUND
6" CONC. SIDEWALK
CDOT SECTION MS CURB
3%
PROPOSED GROUND
PGL
EXISTING GROUND
STA 13+50.00 TO STA 15+05.00
1.5%
THREE - 2" ASPHALT LIFTS
MAX 3:1MAX 3:1
TYPICAL SECTION - OAK STREET
TYPE II-M CURB AND GUTTER
WEST SIDEWALK ONLY
3%
EXISTING GROUND
6" CONC. SIDEWALK
CDOT SECTION MS CURB
3%
PROPOSED GROUND
PGL
EXISTING GROUND
INSTALL SAFETY EDGE
STA 15+40.00 TO STA 18+04.64
1.5%
MAX 3:1MAX 3:1
TYPICAL SECTION NOTES
4" TOPSOIL OR 4" GRAVEL. MATCH EXISTING, 3:1 MAX SLOPE
SEE SUPERELEVATION TABLE FOR SPIRAL AND CROSS CROSS
SLOPE DATA.
1. BREAK POINTS ON SLOPES AND BOTTOMS OF DITCHES SHALL BE
ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE.
THERE SHALL NOT BE ANY PONDING IN DITCHES AFTER
EARTHWORK IS COMPLETE.
2. PGL IS PROFILE GRADE LINE
3. CDOT CURB AND GUTTER TYPE 2 (MS) MAY BE POURED
MONOLITHICALLY WITH ADJACENT 8' SIDEWALK, BUT SHALL HAVE
A CONTRACTION JOINT AT THE TBOC. 8' SIDEWALK SHALL BE PAID
FOR SEPARATELY UNDER CONCRETE SIDEWALK (6 INCH) 608-00006.
4. EXCESS FDR MILLINGS MAY BE SUBSTITUTED FOR ABC - CLASS 6.
* TAPER FROM 12FT TO 0FT OVER 140FT
STA 140+00 TO STA 15+40
* RATE OF CHANGE: 11.67FT/FT
PGL
THREE - 2" ASPHALT LIFTS
NOT TO SCALE
NOT TO SCALE
MILL DEPTH = 4" UNDER SIDEWALK
MILL DEPTH = 4" UNDER SIDEWALK
INSTALL SAFETY EDGE10" - 12" FULL DEPTH RECLAMATION
10" - 12" FULL DEPTH RECLAMATION
"A"
"B"
STA 28+01.60 TO STA 36+40.18
STA 28+00 TO STA 34+00
BACKFILL (FLOWABLE FILL TO BOTTOM OF MILLING)
FOR STORM PIPE INSTALLATION
(SEE STRM PPRO SHEETS FOR MORE DETAILS)
TYPICAL SECTIONS-1
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
PGL
V-PAN CURB AND GUTTER
EAST AND WEST SIDEWALK
3%
6" CONC. SIDEWALK
CDOT SECTION MS CURB
3%
EXISTING GROUND EXISTING GROUND
6" CONC. SIDEWALK
PROPOSED GROUND
PROPOSED GROUND
LANDSCAPE BUFFER
MAX 3:1MAX 3:1
STA 18+04.64 TO STA 28+01.60
TYPICAL SECTION NOTES
1.5% 1.5%
STA 21+00 TO STA 31+00
A BACKFILL (FLOWABLE FILL TO BOTTOM OF MILLING)
FOR STORM PIPE INSTALLATION
(SEE STRM PPRO SHEETS FOR MORE DETAILS)
CDOT SECTION MS CURB
NOT TO SCALE
10" - 12" FULL DEPTH RECLAMATION
MILL DEPTH = 4" UNDER SIDEWALK
4 " ABC (SPECIAL)
THREE - 2" ASPHALT LIFTS
1.5%
4" TOPSOIL OR 4" GRAVEL. MATCH EXISTING, 3:1 MAX SLOPE
SEE SUPERELEVATION TABLE FOR SPIRAL AND CROSS CROSS
SLOPE DATA.
1. BREAK POINTS ON SLOPES AND BOTTOMS OF DITCHES SHALL BE
ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE.
THERE SHALL NOT BE ANY PONDING IN DITCHES AFTER
EARTHWORK IS COMPLETE.
2. PGL IS PROFILE GRADE LINE
3. CDOT CURB AND GUTTER TYPE 2 (MS) MAY BE POURED
MONOLITHICALLY WITH ADJACENT 8' SIDEWALK, BUT SHALL HAVE
A CONTRACTION JOINT AT THE TBOC. 8' SIDEWALK SHALL BE PAID
FOR SEPARATELY UNDER CONCRETE SIDEWALK (6 INCH) 608-00006.
4. EXCESS FDR MILLINGS MAY BE SUBSTITUTED FOR ABC - CLASS 6.
"C"
TYPICAL SECTION - OAK STREET
V-PAN CURB AND GUTTER
WEST SIDEWALK ONLY
STA 36+40.18 TO STA 39+00.00
(SIDEWALK NARROWING FOR
BUS TRANSIT REFUGE)
3%
EXISTING GROUND
6" CONC. SIDEWALK
CDOT SECTION MS CURB
3%
PROPOSED GROUND
PGL
EXISTING GROUND
PROPOSED GROUND
MAX 3:1 MAX 3:1
5' WIDTH AT
TRANSIT STOP.
8' OTHERWISE
1.5%
THREE - 2" ASPHALT LIFTS
NOT TO SCALE
MILL DEPTH = 4" UNDER SIDEWALK INSTALL SAFETY EDGE
10" - 12" FULL DEPTH RECLAMATION
"D"
TYPICAL SECTIONS-2
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
V-PAN CURB AND GUTTER
WEST SIDEWALK ONLY
STA 39+00.00 TO STA 40+16.80
(SIDEWALK NARROWING FOR
BUS TRANSIT REFUGE)
3%
EXISTING GROUND
6" CONC. SIDEWALK
CDOT SECTION MS CURB
3%
PROPOSED GROUND
PGL
EXISTING GROUND
MAX 3:1 MAX 3:1
5' WIDTH AT
TRANSIT STOP.
8' OTHERWISE
PGL
TYPICAL SECTION - OAK STREET
V-PAN CURB AND GUTTER
EAST AND WEST SIDEWALK
3%
6" CONC. SIDEWALK
CDOT SECTION MS CURB
TRANSITIONING TO
CDOT TYPE II-B CURB
AT STA 42+50.00
3%
EXISTING GROUND EXISTING GROUND
6" CONC. SIDEWALK
PROPOSED GROUND
PROPOSED GROUND
CDOT SECTION MS CURB
TRANSITIONING TO
CDOT TYPE II-B CURB
AT STA 42+50.00
MAX 3:1MAX 3:1
STA 40+16.80 TO STA 46+10.34
LANDSCAPE BUFFER
1.5%
1.5%
1.5%
THREE 2" ASPHALT LIFTS
THREE - 2" ASPHALT LIFTS
LANDSCAPE BUFFER
NOT TO SCALE
NOT TO SCALE
MILL DEPTH = 4" UNDER SIDEWALK
MILL DEPTH = 4" UNDER SIDEWALK
INSTALL SAFETY EDGE
10" - 12" FULL DEPTH RECLAMATION
10" - 12" FULL DEPTH RECLAMATION
TYPICAL SECTION NOTES
4" TOPSOIL OR 4" GRAVEL. MATCH EXISTING, 3:1 MAX SLOPE
SEE SUPERELEVATION TABLE FOR SPIRAL AND CROSS CROSS
SLOPE DATA.
1. BREAK POINTS ON SLOPES AND BOTTOMS OF DITCHES SHALL BE
ROUNDED DURING CONSTRUCTION FOR A PLEASING APPEARANCE.
THERE SHALL NOT BE ANY PONDING IN DITCHES AFTER
EARTHWORK IS COMPLETE.
2. PGL IS PROFILE GRADE LINE
3. CDOT CURB AND GUTTER TYPE 2 (MS) MAY BE POURED
MONOLITHICALLY WITH ADJACENT 8' SIDEWALK, BUT SHALL HAVE
A CONTRACTION JOINT AT THE TBOC. 8' SIDEWALK SHALL BE PAID
FOR SEPARATELY UNDER CONCRETE SIDEWALK (6 INCH) 608-00006.
4. EXCESS FDR MILLINGS MAY BE SUBSTITUTED FOR ABC - CLASS 6.
"E"
"F"
TYPICAL SECTIONS-3
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
STEP 1 - EXISTING TYPICAL SECTION
VARIESVARIES
SEQUENCE OF PAVEMENT CONSTRUCTION
STEP 2 - FULL DEPTH RECLAIMATION
VARIESVARIES
STEP 3 - POST BLADING, SHAPING, & HAULING
STEP 4 - POST PAVING
6" HMA (EXISTING)(VARIES)
ABC (EXISTING)(VARIES)
10"-12" FULL DEPTH RECLAMATION
(TYP)(VARIES) (SEE PSP 310)
ABC (EXISTING)(REMAINING)
6" FOR PROPOSED PAVEMENT
SECTION, SEE PSP 310
CURB AND GUTTER
(PROPOSED)
ABC (EXISTING)(REMAINING)
REMAINING FULL DEPTH RECLAMATION (TYP)(VARIES) (SEE PSP 310)
DEPTH DEPENDS ON CUT FILL REQUIRED BY PROPOSED CL
ELEVATION AND CROSS SECTIONS
CURB AND GUTTER
(PROPOSED)
ABC (EXISTING)(REMAINING)
REMAINING FULL DEPTH RECLAMATION
(TYP)(VARIES) (SEE PSP 310)
THREE - 2" ASPHALT LIFTS
TYPICAL SECTIONS-4
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
4" 4"
4"
4"4"
4"4"4"
4"4"4"
4"
4"
4"4"
2"
12"
24"
18" 24"
EC
TR
L
S
T E
S
GG
G
G
GGGGGGG
GG
G
T-BUR T-BUR
T-BUR
T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR
P-OH
P-OH
8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W 8 W
8 W 8 W 8 W 8 W
8 W
8 W 8 W 8 W
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-O H
P-O H
P-O H
P-O H
P-OH
00+ 00+14 00+15 00+16 00+17 00+18 +19
BEGIN CONSTRUCTION (10"-12""
FULL DEPTH RECLAMATION)
STA 13+50.00
N: 1252152.4652 E: 2861333.3366
REMOVE C&G
8 LF
RESET WAYFINDING SIGN
SIGN (PROTECT
IN PLACE)
STOP SIGN
(PROTECT IN PLACE)
ROW (TYP)
ROW (TYP)
SIGN (PROTECT
IN PLACE)
JNCT. 50 SIGN
(PROTECT IN PLACE)
STOP SIGN
(PROTECT
IN PLACE)
FULL DEPTH RECLAMATION (10"-12")(SPECIAL)
310-00610 (2770 SY)
CO 291 / OAK STREET
ILLIN
O
IS A
VE.
ILLIN
O
IS A
VE.
7042.49
CPT 3.25 AC DCOT MP 0.14
SCHOOL CROSSING SIGN
(PROTECT IN PLACE)
7036.99
CPT TP
EXISTING MAILBOX,
PROTECT IN PLACERESET WATER METER (2) RESET VALVE (WATER)
RESET VALVE (WATER) &
FIRE HYDRANT, PROTECT IN PLACE
8" 4"
6" 36"
12" 4" 18"
12"
12" 12"
36"
36"
36" 36"
36" 6"6"
24"
48"
12"
24"
18"
18"
48"
ST
X
P-O H
P-OH
P-OHS
S
ST
S
G
GGGGGG G
G G G G G G G
G
P-OH
8 SS 8 SS 8 SS 8 SS
8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W 8 W 8 W 8 W 8 W
8 W 8 W 8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W P-OH P-OH P-OH P-OH
P-O H
00+ 00+20 00+21 00+22 00+23 00+24 +25
N
IC
H O
LLS AVE.
RESET VALVE (WATER)(1)
RESET SCHOOL ZONE SIGN
PROTECT SPRUCE
TREES AND TRIM AS
NECESSARY
RESET SPEED
LIMIT SIGN
REMOVE TREE
RESET CO 291 SIGN
ROW (TYP)
ROW (TYP)
ROW (TYP)
FIRE HYDRANT
(PROTECT IN PLACE)
PROTECT TREE IN PLACE
TRIM AS NECESSARY
RESET STOP SIGN
REMOVE STREET SIGN
REMOVAL OF MANHOLE
REMOVAL OF PIPE
(72 LF)
CO 291 / OAK STREET
7041.06
CPT 3.25 AC CDOT MP0.23
CONTRACTOR TO PROTECT IN PLACE
FULL DEPTH RECLAMATION (10"-12")(SPECIAL)
310-00610 (2835 SY)
ADJUST MANHOLE
REMOVAL DELINEATORS
EXISTING MAILBOX,
PROTECT IN PLACE
EXISTING MAILBOX,
PROTECT IN PLACE
EXISTING MAILBOX,
PROTECT IN PLACE
EXISTING MAILBOX,
PROTECT IN PLACE
RESET MAILBOX
STRUCTURE (TYPE 3)
RESET MAILBOX
STRUCTURE (TYPE 3)
EXISTING MAILBOX,
PROTECT IN PLACEEXISTING MAILBOX,
PROTECT IN PLACE
EXISTING MAILBOX,
PROTECT IN PLACE
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
REMOVALS-1
feetscale
20 4020 feetscale
20 4020
M
ATC
H
LIN
E AT STA 13+00
M
AT
C H
LI
N
E
AT
S
TA
9+
M
ATC
H
LIN
E AT STA 19+00
M
AT
C H
LI
N
E
AT
S
TA
5+
REMOVAL NOTES:
1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS IN PLACE. IF CONTROL POINTS ARE DISTURBED OR REMOVED, CONTRACTOR SHALL BE
RESPONSIBLE FOR RESETTING AND PROVIDING DATA TO CITY OF SALIDA AND CDOT.
2"2"
48"
36" 6" 6"
6"6"6"
PP
P
36"
24"
36"
P
P 36" 36"
18"
GG
P-OH
P-OH
P-OH
P-OH
P-OH
S
W W
W W
18 SD
18 SD
W
ST
ST
G G G
G G G
GG G G G G G G G
8 SS 8 SS 8 SS 8 SS 8 SS
8 SS
8 SS
8 SS
8 SS
W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W
8 W 8 W 8 W 8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
S
D
S
D
18 SD
24 SD
ST
00+ 00+26 00+27 00+28 00+29 00+30 +31
STREET SIGN
(PROTECT IN PLACE)
ASPHALT REMOVAL
(PLANING) 63 SY
REMOVE C&G
20 LF
REMOVE C&G
23 LF
ROW (TYP)
ROW (TYP)
REMOVE TREES
SAPLING TREES
(PROTECT IN PLACE)
REMOVAL OF PIPE
(60 LF)
CO 291 / OAK STREET
C H
ILC
O
TT ST.
ELM
D
R
STOP SIGN
(PROTECT IN PLACE)
FULL DEPTH RECLAMATION (10"-12")(SPECIAL)
310-00610 (3025 SY)
RESET VALVE (WATER)(3)
RESET WATER METER
RESET MAILBOX
STRUCTURE (TYPE 1)
EXISTING MAILBOX,
PROTECT IN PLACE EXISTING MAILBOX,
PROTECT IN PLACE
RESET MAILBOX
STRUCTURE (TYPE 1)
RESET MAILBOX
STRUCTURE (TYPE 1)
EXISTING MAILBOX,
PROTECT IN PLACE
6"
6"
2"
8"
8" P PPP
P P
24" 6"
12"
P-O H
P-O H
P-O H
P-O H
P-O H
S
S
G G
G
GG
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W
8 W
P-O H
P-O H
P-OHP-OHP-OHP-OH
00+ 00+32 00+33 00+34 00+35 00+36 +37
SPEED LIMIT SIGN
(PROTECT IN PLACE)
STOP SIGN
(PROTECT IN PLACE)
PEDESTRIAN SIGN
(PROTECT IN PLACE)
RELOCATE STOP SIGN
ROW (TYP)
ROW (TYP)
STOP SIGN
(PROTECT IN PLACE)
SCHOOL ZONE SPEED SIGN
(PROTECT IN PLACE)
GUIDE SIGN
(PROTECT IN PLACE)
REMOVAL OF PIPE
(62LF)
REMOVE EXISTING
PIPE
CO 291 / OAK STREET
D O
D G
E ST.
D
O D
G
E ST.
PA
R
K A
VE.
WATER METER
(PROTECT IN PLACE)
FULL DEPTH RECLAMATION (10"-12")(SPECIAL)
310-00610 (3070 SY)RESET VALVE (WATER)(3)
EXISTING MAILBOX,
PROTECT IN PLACE
EXISTING MAILBOX,
PROTECT IN PLACE
feetscale
20 4020
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
REMOVALS-2
feetscale
20 4020
M
ATC
H
LIN
E AT STA 25+00
M
AT
C H
LI
N
E
AT
S
TA
1+
M
ATC
H
LIN
E AT STA 31+00
M
AT
C H
LI
N
E
AT
S
TA
7+
REMOVAL NOTES:
1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS IN PLACE. IF CONTROL POINTS ARE DISTURBED OR REMOVED, CONTRACTOR SHALL BE
RESPONSIBLE FOR RESETTING AND PROVIDING DATA TO CITY OF SALIDA AND CDOT.
REMOVAL NOTES:
1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS IN PLACE. IF CONTROL POINTS ARE DISTURBED OR REMOVED, CONTRACTOR SHALL BE
6"
36"
36"
36"
12"
24"
G
24"
12"
12"
12" 12" 12"
18" 18" 8"
P P
6"
6" 6"
G
T
G
G
P-OH
P-OH
P-OH
P-O H
P-O H
P-OH
G
S
G
G
G
G
G
G
G
G
G
G
G
G
G
T-BUR T-BUR
TV-BUR
TV-BUR
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W
8 W
8 W
8 W
8 W
8 W
8 W
P-O H
P-O H
P-O H
P-O H
P-O H
00+37
00+38
00+39
00+40 00+41
+42
00+
STREET SIGN
(PROTECT IN PLACE)
RESET
ONE WAY SIGN
RESET STOP SIG
N
MONUMENT
(PROTECT IN PLACE)
ROW (TYP)
ROW (TYP)
REMOVE EXISTING
PIPE
CO 291 / OAK STREET
W O
O
D AVE.
PEDESTRIAN CROSSING
SIG
N (P
ROTECT IN
PLA
CE)
NEIGHBORHOOD SIGN
(PROTECT IN PLACE)
CLEAN CULVERT
(PROTECT IN PLACE)
CLEAN CULVERT
(PROTECT IN PLACE)
CP 1057038.95CPT 3.25AC CDOT MP 0.50
PT 1057037.97
CPT 3.25AC CDOT MP 0.57
CONTRACTOR TO PROTECT IN PLACE
FULL DEPTH RECLAMATION (10"-12") (SPECIAL)
310-00610 (2688 SY)
RESET VALVE (WATER)(3)
STATIO
N 43
+47 .44
, 8 3.2
3' L
EFT
END F
ULL
DEPTH RECLA
MATIO
N
REMOVE EXISTING TREE
PRESET MAILBOX
STRUCTURE (TYPE 2)
EXISTING MAILBOX,
PROTECT IN PLACE
18" 18"24"
12" 12" 12"
18"18"8"
PP
4" 24"
2"
4"
6"
T
G
G
P-OH
P-OH
G
S
S
S
G G
G
G G
G G G
G
G
G
G
G
G
T-BU
R
T-BUR
T-BUR
T-BUR
T-BUR
TV-BUR
TV-BUR
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W
8 W
8 W
8 W
8 W
P-OH
P-OH
P-OH
P-OH
00+43
00+44
00+45
00+46
68.49+46
REMOVE C&G
200 LF
REMOVE GUTTER
27 LF
RESET STOP SIGN
4" TREE
(PROTECT IN PLACE)
ROW (TYP)
ROW (TYP)
CO 291 / OAK STREET
N. W
ALNUT ST.
PEDESTRIAN CROSSING
SIGN (PROTECT IN PLACE)
STATION 43+47.44, 83.23' LEFT
END FULL DEPTH RECLAMATION
FULL DEPTH RECLAMATION (10"-12")(SPECIAL)
310-00610 (2040 SY)
EXISTING MAILBOX,
PROTECT IN PLACE EXISTING MAILBOX,
PROTECT IN PLACE
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
REMOVALS-3
feetscale
20 4020 feetscale
20 4020
END CONSTRUCTION
STA 46+10.34
N: 1255163.1500 E: 2860887.7009
M
AT
CH
LI
NE
A
T
ST
A
+0
MATCHLINE AT STA 42+50
M
AT
C H
LI
N
E
AT
S
TA
2+
REMOVAL NOTES:
1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS IN PLACE. IF CONTROL POINTS ARE DISTURBED OR REMOVED, CONTRACTOR SHALL BE
.5
.7
.8
.1
.2
.4
.3
.1
.6
.1
.9
.7
.5
.6
.7
.1
.1
.4
.3
.1
.6
.1
.9
.6
13+00 14+00 15+00 16+00 17+00 18+00 19+00
PV
I S
TA
=1
3+
.0
EL
=7
7.
PV
I S
TA
=1
4+
.6
EL
=7
7.
PV
I S
TA
=1
4+
.6
EL
=7
7.
PV
I S
TA
=1
5+
.7
EL
=7
8.
PV
I S
TA
=1
5+
.2
EL
=7
8.
PV
I S
TA
=1
6+
.1
EL
=7
9.
PV
I S
TA
=1
7+
.0
EL
=7
1.
PV
I S
TA
=1
7+
.3
EL
=7
2.
PV
I S
TA
=1
8+
.5
EL
=7
3.
PV
I S
TA
=1
8+
.7
EL
=7
2.
G R
AV
EL
D R
IV
EW
AY
(E
ST
A:
4+
.3
EL
EV
: 7
7.
G R
AV
EL
D R
IV
EW
AY
(E
ST
A:
5+
.2
EL
EV
: 7
8.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
5+
.6
EL
EV
: 7
8.
G R
AV
EL
D R
IV
E
W
AY
(E
ST
A:
+9
9.
EL
EV
: 7
8.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
6+
.6
EL
EV
: 7
8.
IL
LI
N O
IS
A
VE
ST
A:
7+
.7
EL
EV
: 7
3.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
+6 6.
EL
EV
: 7
2.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
8+
.9
EL
EV
: 7
2.
EXISTING GRADE
PROPOSED GRADE
EXISTING
STORM DRAIN
CULVERT TO
BE EXTENDED
EXISTING
TELEPHONE LINES
EXISTING GAS LINE
(DEPTH TBD)
EC
TR
L
S
T E
S
GG
G
G
GGGGGGG
GG
G
T-BUR T-BUR
T-BUR
T-BUR T-BUR T-BUR T-BUR T-BUR T-BUR
P-OH
P-OH
8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W 8 W
8 W 8 W 8 W 8 W
8 W
8 W 8 W 8 W
P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH P-OH
P-O H
P-O H
P-O H
P-O H
P-OH
ILLIN
O
IS AVE.
BEGIN CONSTRUCTION
STA 13+50.00
N: 1252152.4652 E: 2861333.3366
R15FT (TYP.)
ILLIN
O
IS AVE.
11FT
5FT
8FT
11FT
6FT
CO 291 / OAK STREET
4FT
TIE-IN TO EXISTING
STRIPING AND ASPHALT
TIE-IN TO EXISTING C&G
30-FT G
R
AVEL
D
R
IVEW
AY
30-FT G
R
AVEL
D
R
IVEW
AY
24-FT G
R
AVEL
D
R
IVEW
AY
40-FT G
R
AVEL
D
R
IVEW
AY
ASPH
ALT
D R
IVEW
AY
39-FT G
R
AVEL
D
R
IVEW
AY
00+ 00+14 00+15 00+16 00+17 00+18 +19
ROW (TYP)
ROW (TYP)
R15FT (TYP.)
4" 4"
4"
4"4"
4"4"4"
4"4"4"
4"
4"
4"4"
2"
12"
24"
18" 24"
CROSS PAN
V-GUTTER
5FT
15FT 16FT
7037 7037
38 7038
GRAVEL DRIVEWAYS
EXTEND EXISTING
CULVERT 5-FTADJUST WATER METER (1)
5FT
7042.49
CPT 3.25 AC DCOT MP 0.14
7036.99
CPT TP
PC
: 1
7+
.9
M id
: 1 7+
.6
PT
: 1 7+
.3
N00° 09' 42.40"E 366.909
N00° 21' 38.96"E 1174.870
40 7043
6-FT V-PAN
6-FT V-PAN
TYPE 2 MS CURB TYPE 2 (MS) CURB
TYPE 2 (IIB) CURB
TYPE 2 (MS) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020 feetscale
20 4020
ROADWAY P&P-1
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
M
ATC
H
LIN
E AT STA 19+00
ASPHALT
GRAVEL
CONCRETE
PATTERNED CONCRETE
NOTE: PROTECT ALL TREES AT 634 OAK STREET AND 638 OAK STREET IN PLACE.
.7
.6
.4
.2
.1
.2
.3
.4
.2
.0
.8
.6
.5
.6
.5
.4
.1
.1
.2
.3
.4
.2
.0
.8
.5
.5
19+00 20+00 21+00 22+00 23+00 24+00 25+00
PV
I S
TA
=1
9+
.4
EL
=7
2.
PV
I S
TA
=1
9+
.8
EL
=7
2.
PV
I S
TA
=2
0+
.4
EL
=7
2.
PV
I S
TA
=2
1+
.0
EL
=7
2.
PV
I S
TA
=2
2+
.4
EL
=7
2.
PV
I S
TA
=2
2+
.0
EL
=7
2.
PV
I S
TA
=2
3+
.2
EL
=7
1.
PV
I S
TA
=2
4+
.9
EL
=7
1.
PV
I S
TA
=2
4+
.3
EL
=7
1.
AS
PH
AL
T
D R
IV
E
W
AY
(E
ST
A:
9+
.6
EL
EV
: 7
2.
C O
N C
R
ET
E D
R
IV
EW
AY
(W
ST
A:
0+
.5
EL
EV
: 7
2.
G R
AV
EL
D R
IV
EW
AY
(W
G R
AV
EL
D R
IV
EW
AY
(W
AS
PH
AL
T
D R
IV
EW
AY
(E
ST
A:
0+
.6
EL
EV
: 7
2.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
1+
.9
EL
EV
:7
2.
C O
N C
R
ET
E D
R
IV
EW
AY
(W
AS
PH
AL
T
D R
IV
EW
AY
(E
ST
A:
2+
.9
EL
EV
: 7
2.
N
IC
H O
LL
S
AV
E
ST
A:
2+
.2
EL
EV
: 7
2.
G R
AV
EL
D R
IV
EW
AY
(E
ST
A:
3+
.4
EL
EV
: 7
1.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
4+
.3
EL
EV
: 7
1.
G R
AV
EL
D R
IV
EW
AY
(E
ST
A:
4+
.0
EL
EV
: 7
1.
AS
PH
AL
T
D R
IV
EW
AY
(W
ST
A:
+6 5.
EL
EV
: 7
1.
G R
AV
EL
D R
IV
E
W
AY
(W
ST
A:
9+
.1
EL
EV
: 7
2.
ST
A:
0+
.0
EL
EV
: 7
2.
ST
A:
0+
.3
EL
EV
: 7
2.
ST
A:
1+
.8
EL
EV
:7
2.
PROPOSED GRADE
PROPOSED 36-IN
STORM DRAIN PIPE
EXISTING STORM
DRAIN PIPE TO BE
REMOVED
EXISTING GAS LINE
P-O H
18 SD
18 SD
P-OH
P-OHS
S
ST
S
G
GGGGGG G
G G G G G G G
G
P-OH
8 SS 8 SS 8 SS 8 SS
8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS 8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W 8 W 8 W 8 W 8 W
8 W 8 W 8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W P-OH P-OH P-OH P-OH
P-O H
N
IC
H O
LLS AVE.
8FT
5FT
R15FT R15FT
CO 291 / OAK STREET
5FT
16-FT G
R
AVEL
D
R
IVEW
AY
19-FT G
R
AVEL
D
R
IVEW
AY
13-FT G
R
AVEL
D
R
IVEW
AY
20-FT G
R
AVEL
D
R
IVEW
AY
18-FT G
R
AVEL
D
R
IVEW
AY
19-FT C
O
N C
R
ETE
D R
IVEW
AY
12-FT C
O
N C
R
ETE
D R
IVEW
AY
21-FT G
R
AVEL
D
R
IVEW
AY
26-FT
ASPH
ALT
D
R
IVEW
AY
58-FT C
O
N C
R
ETE
D R
IVEW
AY
27-FT ASPH
ALT
D R
IVEW
AY
38-FT ASPH
ALT
D R
IVEW
AY
00+ 00+20 00+21 00+22 00+23 00+24 +25
ROW (TYP)
ROW (TYP)
ROW (TYP)
4FT
8" 4"
6" 36"
12" 4" 18"
12"
12" 12"
36"
36"
36" 36"
36" 6"6"
24"
48"
12"
24"
18"
18"
48"
ST
X
7041 7041
25-FT ASPH
ALT D
R
IVEW
AY
(PR
O
PO
SED
H
O U
SIN
G
D
EVELO
PM
EN
T)
RESET WATER
METERS AS
NEEDED (2)
RESET WATER
METER AS
NEEDED (1)
7041.06
CPT 3.25 AC CDOT MP0.23
6-FT V-PAN 6-FT V-PAN
6-FT V-PAN
6-FT V-PAN 6-FT V-PAN
TYPE2 ( MS) CURB
TYPE 2 (IIB) CURB TYPE 2 (IIB) CURB TYPE 2 (IIB) CURBTYPE 2 (IIB) CURB
TYPE2 ( MS) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
ROADWAY P&P-2
M
AT
C H
LI
N
E
AT
S
TA
9+
M
AT
C H
LI
N
E
AT
S
TA
5+
REMOVAL NOTES:
1. CONTRACTOR SHALL PROTECT ALL CONTROL POINTS IN PLACE. IF CONTROL POINTS ARE DISTURBED OR REMOVED, CONTRACTOR SHALL BE
RESPONSIBLE FOR RESETTING AND PROVIDING DATA TO CITY OF SALIDA AND CDOT.
6FT
ASPHALT
GRAVEL
CONCRETE
.5
.3
.0
.8
.4
.0
.6
.2
.8
.5
.2
.0
.9
.5
.3
.0
.7
.4
.0
.6
.2
.8
.5
.2
.0
.9
25+00 26+00 27+00 28+00 29+00 30+00 31+00
PV
I S
TA
=2
5+
.0
EL
=7
1.
PV
I S
TA
=2
6+
.9
EL
=7
0.
PV
I S
TA
=2
6+
.7
EL
=7
0.
PV
I S
TA
=2
7+
.2
EL
=7
0.
PV
I S
TA
=2
8+
.7
EL
=7
9.
PV
I S
TA
=2
8+
.8
EL
=7
8.
PV
I S
TA
=2
9+
.6
EL
=7
8.
PV
I S
TA
=3
0+
.1
EL
=7
8.
PV
I S
TA
=3
0+
.3
EL
=7
7.
C H
IL
C
O
TT
S T.
ST
A:
5+
.0
EL
EV
: 7
1.
AS
PH
AL
T
D R
IV
E
W
AY
(E
ST
A:
7+
.5
EL
EV
: 7
0.
G R
AV
EL
A
LL
EY
ST
A:
+9 5.
EL
EV
: 7
9.
EL
M
D R
(E
ST
A:
8+
.2
EL
EV
: 7
9.
G R
AV
EL
D W
(W
ST
A:
8+
.1
EL
EV
: 7
9.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
8+
.8
EL
EV
: 7
9.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
+4 2.
EL
EV
: 7
8.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
0+
.7
EL
EV
: 7
7.
AS
PH
AL
T
D R
IV
E
W
AY
(W
ST
A:
9.
EL
EV
: 7
0.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
9+
.0
EL
EV
: 7
8.
AS
PH
AL
T
D R
IV
EW
AY
(E
ST
A:
+4 2.
EL
EV
: 7
8.
PROPOSED GRADE
EXISTING WATER
SERVICE
PROPOSED 18-IN
STORM DRAIN PIPE EXISTING WATER
SERVICE
EXISTING WATER
SERVICE
GG
18 SD
18 SD
P-OH
P-OH
P-OH
P-OH
P-OH
S
W W
W W
18 SD
18 SD 18 SD 18 SD 18 SD 18 SD
18 SD
18 SD
W
ST
ST
G G G
G G G
GG G G G G G G G
8 SS 8 SS 8 SS 8 SS 8 SS
8 SS
8 SS
8 SS
8 SS
W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W
8 W 8 W 8 W 8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
S
D
S
D
18 SD
24 SD
ST
ELM
D
R
C H
ILC
O
TT ST.
11FT
11FT
5FT
5FT
8FT
R15FT
R15FT
CO 291 / OAK STREET
5FT
R15FT R15FT
13-FT G
R
AVEL
D
R
IVEW
AY
10-FT G
R
AVEL
D
R
IVEW
AY
12-FT ASPH
ALT
D R
IVEW
AY
49-FT ASPH
ALT
D R
IVEW
AY
14-FT G
R
AVEL
D
R
IVEW
AY
20-FT G
R
AVEL
D
R
IVEW
AY
20-FT G
R
AVEL
D
R
IVEW
AY
12-FT G
R
AVEL
D
R
IVEW
AY
24-FT G
R
AVEL
D
R
IVEW
AY
28-FT ASPH
ALT
D R
IVEW
AY
25-FT G
R
AVEL
ALLEY
30-FT ASPH
ALT D
R
IVEW
AY
(PR
O
PO
SED
H
O U
SIN
G
D
EVELO
PM
EN
T)
00+ 00+26 00+27 00+28 00+29 00+30 +31
ROW (TYP)
ROW (TYP)
2"2"
48"
36" 6" 6"
6"6"6"
PP
P
36"
24"
36"
P
P 36" 36"
18"
R15FT
RESET WATER METER AS NEEDED (1)
RESET WATER METER
AS NEEDED (1)
R20FT R20FT
RESET WATER METER
AS NEEDED (1)
RESET WATER
METER (1)
RESET WATER
METERS (2)
24-FT G
R
AVEL
D
R
IVEW
AY
PI
: 2
8+
.2
? N00° 23' 29.86"E
370.001
6-FT V-PAN
6-FT V-PAN
6-FT V-PAN
22-FT ASPH
ALT
D R
IVEW
AY
MATCH EXISTING CONCRETE
TYPE 2 (MS) CURBTYPE 2 (MS) CURB TYPE 2 (MS) CURB TYPE 2 (MS) CURB
TYPE 2 (IIB) CURB TYPE 2 (IIB) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020
ROADWAY P&P-3
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
M
AT
C H
LI
N
E
AT
S
TA
5+
M
AT
C H
LI
N
E
AT
S
TA
1+
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
ASPHALT
GRAVEL
PATTERNED CONCRETE SIDEWALK CHASE DETAIL
.9
.2
.9
.9
.6
.7
.7
.6
.5
.3
.2
.0
.9
.9
.2
.9
.8
.5
.7
.6
.6
.4
.3
.2
.9
.8
31+00 32+00 33+00 34+00 35+00 36+00 37+00
PV
I S
TA
=3
1+
.5
EL
=7
8.
PV
I S
TA
=3
2+
.5
EL
=7
9.
PV
I S
TA
=3
2+
.2
EL
=7
0.
PV
I S
TA
=3
3+
.7
EL
=7
0.
PV
I S
TA
=3
4+
.0
EL
=7
0.
PV
I S
TA
=3
4+
.9
EL
=7
0.
PV
I S
TA
=3
5+
.1
EL
=7
0.
PV
I S
TA
=3
6+
.6
EL
=7
0.
PV
I S
TA
=3
6+
.1
EL
=7
9.
G R
AV
EL
A
LL
EY
ST
A:
1+
.4
EL
EV
: 7
8.
AS
PH
AL
T
D R
IV
EW
AY
(E
ST
A:
1+
.6
EL
EV
: 7
8.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
1+
.3
EL
EV
: 7
8.
G R
AV
EL
D R
IV
EW
AY
(W
ST
A:
3+
.9
EL
EV
: 7
0.
G R
AV
EL
A
LL
EY
ST
A:
4+
.9
EL
EV
: 7
0.
PA
R
K
AV
E.
ST
A:
6+
.9
EL
EV
: 7
9.
D O
D G
E
ST
ST
A:
3+
.1
EL
EV
: 7
0.
PROPOSED GRADE
EXISTING GAS
LINE
EXISTING STORM
DRAIN PIPE TO BE
REMOVED
EXISTING STORM
DRAIN PIPE TO BE
REMOVED EXISTING SEWER
SERVICE
EXISTING GAS
LINE
EXISTING STORM DRAIN PIPE, TO REMAIN
PROTECT IN PLACE DURING MILLING
EXISTING 8" WATER
MAIN, TO REMAINEXISTING 8" WATER
MAIN, TO REMAIN
P-O H
P-O H
P-O H
P-O H
P-O H
S
S
G G
G
GG
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
8 W
8 W
P-O H
P-O H
P-OHP-OHP-OHP-OH
D O
D G
E ST.
PAR
K AVE.
D O
D G
E ST.
8FT
5FT
11FT
11FT
R15FT R15FT
CO 291 / OAK STREET
R15FT
R15FT
6FT
R15FTR15FT
M
ATC
H
LIN
E: P&P520-FT G
R
AVEL
D
R
IVEW
AY
ASPH
ALT
PAR
KIN
G
AR
EA
20-FT G
R
AVEL
ALLEY
20-FT G
R
AVEL
ALLEY
20-FT G
R
AVEL
ALLEY24-FT G
R
AVEL
ALLEY
00+ 00+32 00+33 00+34 00+35 00+36 +37
ROW (TYP)
ROW (TYP)
6"
6"
2"
8"
8" P PPP
P P
24" 6"
12"
41 7041
7040 7040
20-FT G
R
AVEL
ALLEY
PI
: 3
2+
.2
6-FT V-PANTYPE 2 (MS) CURB TYPE 2 (MS) CURBTYPE 2 (MS) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020
ROADWAY P&P-4
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
M
AT
C H
LI
N
E
AT
S
TA
1+
M
AT
C H
LI
N
E
AT
S
TA
7+
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
ASPHALT
GRAVEL
.9
.6
.2
.8
.5
.2
.1
.1
.6
.5
.7
.0
.8
.5
.2
.7
.4
.2
.0
.1
.5
.4
.7
.0
37+00 38+00 39+00 40+00 41+00 42+00 42+50
PV
I S
TA
=3
7+
.0
EL
=7
9.
PV
I S
TA
=3
7+
.5
EL
=7
9.
PV
I S
TA
=3
8+
.9
EL
=7
8.
PV
I S
TA
=3
8+
.1
EL
=7
8.
PV
I S
TA
=3
9+
.6
EL
=7
8.
PV
I S
TA
=4
0+
.1
EL
=7
8.
PV
I S
TA
=4
0+
.6
EL
=7
8.
PV
I S
TA
=4
1+
.1
EL
=7
8.
PV
I S
TA
=4
1+
.7
EL
=7
9.
PV
I S
TA
=4
2+
.2
EL
=7
1.
06PROPOSED GRADE
PROPOSED STORM
DRAIN PIPE
EXISTING SEWER
MAIN
EXISTING GAS LINE,
TO REMAIN EXISTING STORM
DRAIN PIPE
EXISTING STORM
DRAIN PIPE
EXISTING 8-IN
WATER MAIN
' A
LL
EY
(E &W
ST
A:
8+
.5
EL
EV
: 7
8.
' D
R
IV
EW
AY
(W
ST
A:
8+
.5
EL
EV
: 7
8.
' D
R
IV
EW
AY
(E
ST
A:
9+
.0
EL
EV
: 7
8.
12.91276FT
W O
O D
A
VE
E&
W
ST
A:
0+
.3
EL
EV
: 7
8.
' D
R
IV
EW
AY
(E
ST
A:
1+
.6
EL
EV
: 7
0.
G
T
G
G
P-OH
P-OH
P-OH
P-O H
P-O H
P-OH
G
S
G
G
G
G
G
G
G
G
G
G
G
G
G
T-BUR T-BUR
TV-BUR
TV-BUR
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W
8 W
8 W
8 W
8 W
8 W
P-O H
P-O H
P-O H
P-O H
P-O H
W O
O D
AV
E.
11FT
11FT
5FT
6FT
CURB INLET
TYPE R
5F T
50-FT TRANSIT STOP
BUS SHELTER
CO 291 / OAK STREET
R15FT
11FT
11FT
50-FT TRANSIT STOP
BUS SHELTER
8FT
M
ATCHLINE: P&P5
4FT
5FT
6F T
-F
T G
RA
VE
L
AL
LE
Y
G
RA
VE
L
AL
LE
Y
24-FT G
R
AVEL
D R
IVEW
AY
-F
T G
RA
VE
L
DR
IV
EW
AY
-F T
G
RA
VE
L
DR
IV
EW
AY
5FT
5FT
00+37
00+38
00+39
00+40 00+41
+42
00+
CROSS PAN
V-GUTTER
ROW (TYP)
RO
W
(T
YP
6"
36"
36"
36"
12"
24"
G
24"
12"
12"
12" 12" 12"
18" 18" 8"
P P
6" 6"
24"
11FT
11FT
5FT
6FT
5F T
11FT
11FT
8FT
4FT
5FT
6F T
5FT
5FT
ST
CP 105
7038.95
CPT 3.25AC CDOT MP 0.50
PT 105
7037.97
CPT 3.25AC CDOT MP 0.57
PC
: 3
9+
.6
M id
: 4 1+
.8
PT: 42+88.18
0FT
-F
T G
RA
VE
L
DR
IV
EW
AY
TBOC
EL:7039.72
N:1254572.74 E:2861328.00
TBOC
EL:7039.90
N:1254543.74 E:2861327.82
TBOC
EL:7039.61
N:1254563.13 E:2861366.83
TBOC
EL:7039.87
N:1254533.43 E:2861366.86
6-FT V-PAN
6-FT V-PAN
TYPE 2 (MS) CURB
TYPE 2 (MS) CURB
TYPE 2 (IIB) CURB
TYPE 2 (IIB
) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020
ROADWAY P&P-5
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
M
AT
CH
LI
NE
A
T
ST
A
+0
MATCHLINE AT STA 45+25
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
ASPHALT
GRAVEL
.0
.0
.8
.3
.0
.5
.0
.3
.8
.0
.0
.8
.3
.9
.4
.0
.3
.8
42+50 43+00 44+00 45+00 46+00 46+70.29
PV
I S
TA
=4
2+
.7
EL
=7
2.
PV
I S
TA
=4
3+
.0
EL
=7
3.
PV
I S
TA
=4
3+
.7
EL
=7
4.
PV
I S
TA
=4
4+
.2
EL
=7
4.
PV
I S
TA
=4
4+
.3
EL
=7
5.
PV
I S
TA
=4
5+
.0
EL
=7
5.
PV
I S
TA
=4
5+
.4
EL
=7
6.
PV
I S
TA
=4
6+
.1
EL
=7
6.
PROPOSED GRADE
EXISTING
TELEPHONE LINES
EXISTING
WATER SERVICE
EXISTING
WATER SERVICEEXISTING
SEWER MAIN
9' A
SP
H
AL
T
D R
IV
EW
AY
(E
ST
A:
5+
.7
EL
EV
: 7
5.
W
AL
N U
T
AV
E.
(W
ST
A:
3+
.7
EL
EV
: 7
4.
T
G
G
P-OH
P-OH
P-OH
G
S
S
S
G G
G
G G
G G G
G
G
G
G
G
G
G
T-BU
R
T-BUR
T-BUR
T-BUR
T-BUR
TV-BUR
TV-BUR
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 SS
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W 8 W
8 W
8 W
8 W
8 W
8 W
P-OH
P-OH
P-OH
P-OH
N. W
ALNUT ST.
TIE INTO EXISTING SIDEWALK
STA 44+65.00
5FT
11FT
11FT
5FT
TIE INTO
EXISTING C&G
TIE INTO EXISTING SIDEWALK
STA 45+31.12
4FT5FT
5FT
5FT
EXISTING
SW 5FT
6FT
TIE INTO
EXISTING C&G
GRAVEL
ALLEY
EXISTING
SW 3FT
AS
PH
AL
T
D R
IV
EW
AYAS
PH
AL
T
D R
IV
EW
AY
C O
N C
R
ET
E D
R
IV
EW
AY
TIE INTO EXISTING C&G
STA 46+10.34
TIE INTO EXISTING
ASPHALT STA 46+10.34
END CONSTRUCTION
STA 46+10.34
N: 1255163.1500
E: 2860887.7009EXISTING CONCRETE PAD
5FT00+43
00+44
00+45
00+46
70.29+46
ROW (TYP)
ROW (TYP)
ROW (TYP)
18" 18"24" 24" 36"
12" 12" 12"
18"18"8"
PP
4" 24"
2"
4"
6"
6"
5FT
11FT
11FT
5FT
4FT5FT
5FT
5FT
EXISTING
SW 5FT
6FT
EXISTING
SW 3FT
5FT
9FT
7043 70
45 70
437041
PT
: 4
2+
.1
8 PC
: 4 4+
.4
M id
: 4 5+
.6
PT
: 4
6+
.8
N67° 44' 21.60"W
132.309 N51° 57' 49.64"W
55.450
6-FT V-PAN
TYPE 2 (MS) CURB
TYPE 2 (IIB) CURB
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
20 4020
ROADWAY P&P-6
PROPOSED GROUND PROFILE MATCHES EXISTING GROUND PROFILE
CONTRACTOR TO MILL AND OVERLAY TO MATCH EXISTING PGL ELEVATION
M
AT
C H
LI
N
E
AT
S
TA
2+
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
ASPHALT
GRAVEL
ILLIN
O
IS AVE.
BEGIN CONSTRUCTION
STA 13+50.00
N: 1252152.4652 E:2861333.3366
ILLIN
O
IS AVE.
CO 291 / OAK STREET
BIKE LANE TRANSITION
MARKINGS
STATION=17+45.49
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=18+26.62
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
BIKE LANE TRANSITION
MARKINGS
00+13 00+14 00+15 00+16 00+17 00+18 +19
STA 15+30 RELOCATED
WAY FINDING SIGN
(DOUBLE POST)
STATION=15+05.00
END LANE SHIFT
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
CROSSWALK
5x10'x2'
CROSSWALK
5x9'x2'
STA 18+30
BIKE LANE SYMBOL
AND ARROW
STA 18+40
BIKE LANE SYMBOL
AND ARROW
STA 17+00
BIKE LANE SYMBOL
AND ARROW
STA 16+756
BIKE LANE SYMBOL
AND ARROW
STA 13+75
BIKE SHARED
LANE MARKING
STA 13+75
BIKE SHARED LANE MARKING
STATION=13+50.01
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
STATION=15+73.70
BIKE LANE (R3-17)(24"x18") ENDS (R3-17bP) (24"x8")
STATION=15+50.00
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=18+26.68
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=18+26.56
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=14+00.00
BEGIN LANE SHIFT
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
CROSSWALK
5x9'x2'
CROSSWALK
5X9'X2'
STATION 15+50
BIKE LANE (R3-17)
(24" X 18")
END BIKE LANE
STA 17+60, 65' LT,
INSTALL PEDESTRIAN SIGN
W11-2 (30" X 30")
STA 18+12, 65' RIGHT
INSTALL PEDESTRIAN SIGN
W11-2 (30" X 30")
STATION 17+20, NSTALL
PEDESTRIAN SIGN
W11-2 (30" X 30")
STA 18+50
INSTALL PEDESTRIAN SIGN
W11-2 (30" X 30")
SCENIC BYWAY
SIGN PROTECT IN PLACE
STATION=16+22.91
OFFSET=20.49 R
RESET STOP SIGN &
INSTALL STREET SIGNS
STATION=17+62.06
OFFSET=31.34 L
RESET SPEED LIMIT (35MPH) SIGN
R2-1 (24"x30")
STATION=18+20.38
OFFSET=27.70 L
RELOCATE SIGNS OUTSIDE
OF SW FOOTPRINT
STATION=18+11.74
OFFSET=31.65 R
JUNCTION 50
RESET AND RELOCATE SIGN
STATION=17+06.54
OFFSET=25.22 L
STA 18+25
RESET SCHOOL ZONE SIGN
N
IC
H O
LLS AVE.
7041.06
CPT 3.25AC CDOT MP 0.23
11FT
11FT CO 291 / OAK STREET
STATION=22+76.13
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APARTSTATION=22+03.27
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
00+ 00+20 00+21 00+22 00+23 00+24 +25
X
STATION 22+27
RESET STOP SIGN
MOUNT STREET SIGNS ON TOP OF SIGN
R1-1 (30"x30")
STA 20+00
BIKE LANE SYMBOL
AND ARROW
STA 21+95, RESET SCHOOL ZONE SIGN
STATION 22+68, RESET
SPEED LIMIT SIGN TO STATION 23+20
STA 22+80
RESET "CO 291" SIGN
(24"x30")
STA 20+25
BIKE LANE SYMBOL
AND ARROW
STA 21+40
BIKE LANE SYMBOL
AND ARROW
STA 22+00
BIKE LANE SYMBOL
AND ARROW
BIKE LANE SYMBOL
AND ARROW
~150FT SPACING
STA 24+50
BIKE LANE SYMBOL
AND ARROW
STATION 23+00
BIKE LANE SYMBOL
AND ARROW
STATION=22+03.33
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION 23+20
SPEED LIMIT SIGN
R2-1 (35MPH)(24"x30")
CROSS WALK
6x9'x2'
CROSS WALK
10x9x2'
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
STRIPING-1
feetscale
20 4020 feetscale
20 4020
M
AT
C H
LI
N
E
AT
S
TA
9+
M
AT
C H
LI
N
E
AT
S
TA
9+
M
AT
C H
LI
N
E
AT
S
TA
5+
BIKE LANE
C H
ILC
O
TT ST.
11FT
11FT CO 291 / OAK STREET
ELM
D
R
STATION=26+16.56
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
STATION=28+39.19
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=25+58.90
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=27+91.48
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
00+ 00+26 00+27 00+28 00+29 00+30 +31
PP
P
P
P
STATION 28+55
BIKE LANE SYMBOL
AND ARROW
STATION 25+40
BIKE LANE SYMBOL
AND ARROW
STATION 26+90
BIKE LANE SYMBOL
AND ARROW
STATION 28+65
BIKE LANE SYMBOL
AND ARROW
STATION 26+35
BIKE LANE SYMBOL
AND ARROW
STATION 27+65
BIKE LANE SYMBOL
AND ARROW
STATION 30+10
BIKE LANE SYMBOL
AND ARROW
STATION 30+40
BIKE LANE SYMBOL
AND ARROW
STATION=25+58.98
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=25+58.85
END STRIPE
SOLID WHITE EDGE
6" WIDE
STATION=26+16.64
BEGIN STRIPE
SOLID WHITE EDGE 6" WIDE
STATION=26+16.48
BEGIN STRIPE
SOLID WHITE EDGE, 4" WIDE
STATION=27+91.60
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=28+39.27
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION 25+66, 55' LEFT
INSTALL PEDESTRIAN SIGN
W11-2 (30" X 30")
STATION 25+20
INSTALL PEDESTRIAN SIGN
W11-2 (30" x 30")
INSTALL PEDESTRIAN SIGN
W11-2 (30" X 30")
STOP SIGN PROTECT IN PLACE
INSTALL STREET SIGNS
STATION=25+65.62
OFFSET=31.30 L
STOP SIGN PROTECT IN PLACE
STATION=28+28.06
OFFSET=34.49 R
STATION 25+80
RESET SPEED LIMIT SIGN
STATION 26+35
INSTALL SPEED LIMIT SIGN (35MPH)
R2-1 (24"x30")
STATION 26+95
RESET "NO THRU TRUCKS
OVER 6500 LBS"
CROSS WALK
5x9'x2'
CROSS WALK
5x9'x2' (x3)
D O
D G
E ST.
PAR
K AVE.
D O
D G
E ST.
11FT
11FT CO 291 / OAK STREET
STATION=33+34.12
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=32+80.10
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=36+28.26
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
00+ 00+32 00+33 00+34 00+35 00+36 37
P PPP
P P
STATION 31+90
BIKE LANE SYMBOL
AND ARROW
STATION 32+80
BIKE LANE SYMBOL
AND ARROW
STATION 31+70
BIKE LANE SYMBOL
AND ARROW
STATION 34+20
BIKE LANE SYMBOL
AND ARROW
STATION 35+70
BIKE LANE SYMBOL
AND ARROW
STATION 35+05
BIKE LANE SYMBOL
AND ARROW STATION 36+30
BIKE LANE SYMBOL
AND ARROW
STATION 33+40
BIKE LANE SYMBOL
AND ARROW
CROSSWALK
9x10'x2'
11FT
11FT
STATION=36+28.26
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=36+28.33
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=32+80.01
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=32+80.02
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=33+34.02
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=33+34.03
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
INSTALL PEDESTRIAN SIGN
W11-2
(30" X 30")
STOP SIGN PROTECT IN PLACE
STATION=33+28.86
OFFSET=34.11 R
CHURH OF CHRIST SIGN, PROTECT IN PLACE
STATION=32+82.90
OFFSET=31.20 L
STOP SIGN, PROTECT IN PLACE
STATION=32+84.26
OFFSET=34.04 L
RESET SPEED LIMIT (35MPH) SIGN
STATION=32+55.96
OFFSET=27.36 L
SPEED LIMIT (25MPH) PROTECT IN PLACE
STATION=31+47.20
OFFSET=23.79 R
PEDESTRIAN SIGN PROTECT IN PLACE
STATION=35+93.57
OFFSET=22.34 R
STOP SIGN, PROTECT IN PLACE
ADD STREET SIGNS
STATION=36+37.55
OFFSET=34.53 L
STOP SIGN, PROTECT IN PLACE
STATION=36+93.53
OFFSET=35.12 R
CROSSWALK
5x9'x2' feetscale
20 4020
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
STRIPING-2
feetscale
20 4020
M
AT
C H
LI
N
E
AT
S
TA
5+
M
AT
C H
LI
N
E
AT
S
TA
1+
M
AT
C H
LI
N
E
AT
S
TA
1+
M
AT
C H
LI
N
E
AT
S
TA
7+
W
O
D AVE.
CO 291 / OAK STREET
11FT
11FT
STATION=37+20.26
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
STATION=40+66.50
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE
SPACED 4" APART
STATION=39+94.54
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
00+37
00+38
00+39
00+40 00+41
+42
00+ 43P P
STATION 37+80
BIKE LANE SYMBOL
AND ARROW
STATION 39+40
BIKE LANE SYMBOL
AND ARROW
STATION 37+20
BIKE LANE SYMBOL
AND ARROW
STATION 39+90
BIKE LANE SYMBOL
AND ARROW
STATION 41+40
BIKE LANE SYMBOL
AND ARROW
STATION 40+75
BIKE LANE SYMBOL
AND ARROW
STATION=43+38.72
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=40+69.64
BEGIN STRIPE
SOLID WHITE EDGE
6" WIDE
STATION=40+69.22
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDESTATION=39+94.54
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=39+94.54
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=37+20.19
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=37+20.33
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
CROSSWALK
5X9'X2'
STATIO
N 42
+80
BIKE LA
NE SYMBOL
AND ARROW
STATIO
N 43
+10
STATION 37+40
INSTALL PEDESTRIAN W/AHEAD PLAQUE
W11-2 (30" X 30") W16-9P (24"x8")
NO TRUCKS SIGN, TO BE RESET
STATION=37+05.34
OFFSET=22.18 L STREET SIGNS, TO BE RESET
STATION=37+07.33
OFFSET=21.42 L
STOP SIGN, TO BE RESET
STATION=40+36.65
OFFSET=35.10 R
ONE-WAY SIGN, TO BE RESET
STATION=40+64.14
OFFSET=27.90 L
AND RELOCATE
STATION=43+48.92
OFFSET=27.59 L
CROSSWALK
5X9'X2'
STATION 40+16
STREET SIGNS, PROTECT IN PLACE
STATIO
N 43
+45 , 4
5' L
EFT
INSTALL
YIELD
TO PEDESTRIANS
AND YIELD
LI
NE
R1-5 L (
"x3
0")
N. W
ALNUT ST.
STATION=44+11.33
BEGIN STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
STATION=46+10.34
TIE-IN TO EXISTING
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
00+43
00+44
00+45
00+46
70.29+46
STATION=43+38.72
END STRIPE
SOLID YELLOW, 4" WIDE
DOUBLE LINE SPACED 4" APART
PP
STATION 45+60
BIKE LANE TRANSITION MARKINGS
STATION 45+00
BIKE LANE TRANSITION MARKINGS
STATION=44+11.33
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=45+50.00
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=45+00.00
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION=43+38.72
END STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION 42+80
BIKE LANE SYMBOL
AND ARROW
STATION 43+10
BIKE LANE SYMBOL
AND ARROW
STATION=46+10.34
TIE-IN TO EXISTING
SOLID WHITE EDGE, 6" WIDE
STATION=45+71.24
BEGIN STRIPE
SOLID WHITE EDGE, 6" WIDE
STATION 45+60
INSTALL BIKE LANE SIGN
R3-17 (24 " x 18")
END BIKE LANE
STOP SIGN RESET
AND RELOCATE
STATION=43+48.92
OFFSET=27.59 L
STOP BAR
STATION 43+60
24" WHITE X 15'
CROSSWALK
5x9'x2'
STATION 43+45, 45' LEFT
INSTALL YIELD TO PEDESTRIANS
AND YIELD LINE
R1-5L (30"x30")
STATION=44+99.24
BIKE LANE (R3-17)(24"x18") ENDS (R3-17bP) (24"x8")
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
STRIPING-3
feetscale
20 4020 feetscale
20 4020
END CONSTRUCTION
STA 46+10.34
N: 1255163.1500 E: 2860887.7009
M
AT
C H
LI
N
E
AT
S
TA
2+
M
AT
CH
LI
NE
A
T
ST
A
+0
MATCHLINE AT STA 42+25
.8
.0
.6
.0
0+00 1+00 1+05
3.00% -3.00%-0.50% -3.69% -3.63%
PVI STA=0+03.53
EL=7042.80
PV
I S
TA
=0
+5 0.
EL
=7
3.
PVI STA=0+64.98
EL=7042.67
PVI STA=0+32.98
EL=7042.65
PVI STA=0+34.99
EL=7042.49
PVI STA=0+36.98
EL=7042.67
PVI STA=0+66.46
EL=7042.61
PV
I S
TA
=0
+6 8.
EL
=7
2.
PVI STA=0+70.47
EL=7042.46
PV
I S
TA
=0
+8 3.
EL
=7
2.
EXISTING GAS LINE
PROPOSED GRADE
EXISTING GRADE
EXISTING WATER LINE
20FT
4FT
12"
XX
X
ILLINOIS AVE. ILLINOIS AVE.
00+0 00+1 02.79+1
BOR
EL:7042.34
N:1252551.08 E:2861318.06
BOR
EL:7042.47
N:1252557.07 E:2861318.10
BOR
EL:7042.80
N:1252627.07 E:2861318.55
BOR
EL:7042.81
N:1252621.07 E:2861318.52
BOR
EL:7042.77
N:1252620.95 E:2861351.52
TOR
EL:7042.53
N:1252557.11 E:2861310.15
TOR
EL:7042.40
N:1252551.12 E:2861310.12
TOR
EL:7042.87
N:1252627.12 E:2861310.55
TOR
EL:7042.88
N:1252621.11 E:2861310.52
TOR
EL:7042.87
N:1252620.98 E:2861356.52
TOR
EL:7042.35
N:1252611.52 E:2861366.94
TBOC
EL:7043.30
N:1252606.67 E:2861306.86
TBOC
EL:7042.80
N:1252619.07 E:2861318.53
7.5' RADIUS (SW)
N:1252619.14 E:2861303.01
TBOC
EL: 7043.11
N:1252571.62 E:2861306.42
12.5' RADIUS (TBOC)
N:1252559.14 E:2861305.60
TBOC
EL:7042.50
N:1252559.07 E:2861318.13
TBOC
EL:7042.30
N:1252606.53 E:2861362.63
7.5' RADIUS (SW)
N:1252618.94 E:2861368.01
TBOC
EL:7042.78
N:1252619.03 E:2861351.52
3.00% 3.00%
0.
0.
0.49%
0.87% 1.93%
TOR
EL:7042.85
N:1252626.98 E:2861356.56
BOR
EL:7041.72
N:1252571.45 E:2861366.91
BOR
EL:7041.74
N:1252571.43 E:2861371.91
TOR
EL:7041.98
N:1252566.43 E:2861371.90
TOR
EL:7041.85
N:1252566.45 E:2861366.90
BOR
EL:7041.89
N:1252556.63 E:2861354.11
BOR
EL:7041.70
N:1252550.63 E:2861354.04
TOB
EL:7042.02
N:1252556.55 E:2861359.14
TOB
EL:7041.84
N:1252550.54 E:2861359.14
12.5' RADIUS (BOC)
N:1252558.95 E:2861366.64
TBOC
EL:7041.56
N:1252545.63 E:2861353.99
EXISTING GASLINE
EXISTING WATERLINE
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
CROSS PAN
V-GUTTER CROSS PAN
V-GUTTER
12.5' RADIUS (BOC)
N:1252618.96 E:2861364.01
3.63%
STA 0+03.53, BEGIN
CONSTRUCTION
12.5' RADIUS (TBOC)
N:1252619.14 E:2861306.01
W
G G
G
G G
G G G
T-BURT-BUR
8 W
W
W
W
8 W 8 W
8 W 8 W
8 W
8 W
W
P- O
H
P-OH P-OH P-OH P-OHP-OHP-OH
P- O
H P-
O H
P- O
H
36"
36" 6"
6"
48"
12"
ST
ST
NICHOLLS AVE.
56' ASPHALT
DRIVEWAY
00+0 50.90+0
BOR
EL:7042.16
N:1253033.32 E:2861313.02
BOR
EL:7041.76
N:1253020.91 E:2861321.61
BOR
EL:7041.74
N:1253078.61 E:2861321.96
TBOC
EL:7042.04
N:1253088.61 E:2861321.36
TOR
EL:7042.13
N:1253015.99 E:2861312.91
TOR
EL:7042.08
N:1253015.92 E:2861320.91
TOR
EL:7042.10
N:1253083.63 E:2861313.33
TOR
EL:7042.05
N:1253083.61 E:2861321.31
12.5' RADIUS (TBOC)
N:1253020.99 E:2861308.45
TBOC
EL:7042.07
N:1253007.11 E:2861320.86
BOR
EL:7042.16
N:1253066.27 E:2861313.22
12.5' RADIUS (TBOC)
N:1253078.67 E:2861308.80
0.53%
0.53%
PROPOSED 15" RCP STORM DRAIN
EXISTING WATERLINE
PROPOSED TYPE R INLET
PROPOSED TYPE R INLET
EXISTING SANITARY SEWER
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED
STOP SIGN
CROSS PAN
V-GUTTER
19' RADIUS (TBOC)
N:1253013.53 E:2861372.90
19' RADIUS (TBOC)
N:1253109.53 E:2861373.45
TOR
EL:7042.32
N:1253103.16 E:2861368.82
FL
EL:7041.82
N:1253090.61 E:2861368.71
SW
EL:7042.24
N:1253112.10 E:2861368.90
FL
O
W
LI
N E
0.
0.83%
1.24%
FL
EL:7041.95
N:1253032.43 E:2861368.10
TOR
EL:7042.45
N:1253019.74 E:2861367.99
SW
EL:7042.59
N:1253010.59 E:2861367.89
FL
O
W
LI
N E
0.
FL
EL:7041.67
N:1253107.93 E:2861354.02
FL
EL:7041.70
N:1253090.69 E:2861353.90
SW
EL:7041.89
N:1253061.52 E:2861368.40
FL
EL:7041.77
N:1253032.52 E:2861353.53
FL
EL:7041.80
N:1253014.49 E:2861353.41
1.03%
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
6" PATTERNED CONCRETE
(TYPICAL)
ST
S G
G G
G G
G
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
8 W 8 W
P- O
H P-
O H
.9
.2
.3
0+00 0+52
-0.13% 3.00%PV
I S
TA
=0
+2 1.
EL
=7
1.
PV
I S
TA
=0
+3 4.
EL
=7
1.
PV
I S
TA
=0
+5 0.
EL
=7
2.
-0.13% 3.00%PV
I S
TA
=0
+2 1.
EL
=7
1.
PV
I S
TA
=0
+3 4.
EL
=7
1.
PV
I S
TA
=0
+5 0.
EL
=7
2.
PROPOSED STORM RCP
18" STORM DRAIN
PROPOSED 18" RCP STORM
DRAIN
EXISTING GRADE
EXISTING SANITARY SEWER
PROPOSED
GRADE
EXISTING WATER MAIN
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
10 2010
ILLINOIS AND NICHOLLS - INT. DETAILS
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
POINT DATA LEGEND
BOR - BOTTOM OF RAMP
COC - CENTER OF CURVE/CIRCLE
TBOC - TOP BACK OF CURB
TOR - TOP OF RAMP
SW - SIDEWALK
CENTERLINE TEXT DOES NOT SHOW FIRE
STATION PROFILE, SEE PLAN VIEW FOR
DETAILS
.8
.9
.8
.1
0+00 0+59.43
3.00%
1.88%PV
I S
TA
=0 +3
0.
EL
=7
0.
PV
I S
TA
=0
+4 3.
EL
=7
0.
PV
I S
TA
=0
+5 9.
EL
=7
1.
PV
I S
TA
=0
+3 0.
EL
=7
0.
PV
I S
TA
=0
+4 3.
EL
=7
0.
PV
I S
TA
=0
+5 9.
EL
=7
1.
PROPOSED 18" RCP STORM DRAIN
EXISTING GRADE
PROPOSED GRADE
EXISTING WATER LINE
EXISTING SEWER LINE
36"
24"
36"
P
X
ST
ST
ST
ELM DR.
GRAVEL
DRIVEWAY
GRAVEL
DRIVEWAY
GRAVEL
ALLEY
00+0 49.01+0
12.5' RADIUS (TBOC)
N:1253593.82 E:2861370.19
TBOC
EL:7039.38
N:1253593.92 E:2861357.69
TBOC
EL:7038.76
N:1253606.31 E:2861373.01
15' RADIUS (EOP)
N:1253641.47 E:2861373.54
STATION=0+15.5
OFFSET=0.0
ST
BOR
EL:7039.37
N:1253606.37
E:2861366.78BOR
EL:7039.36
N:1253604.50 E:2861362.76
TOR
EL:7039.45
N:1253596.88 E:2861366.68
TOR
EL:7039.43
N:1253596.88 E:2861362.71
EOP
EL:7038.91
N:1253641.60 E:2861358.55
EOP
EL:7039.23
N:1253595.81 E:2861355.32
R O
W (T
YP
EXISTING GASLINE
PROPOSED 18" RCP
STORM DRAIN PIPES
EXISTING WATER LINE
PROPOSED TYPE
13 INLET
CROSS PAN
V-GUTTER
PROPOSED 12" RCP STORM DRAIN
R O
W (T
YP
EXISTING STOP SIGN
EOP
E: 7038.51 N:1253626.48 E:2861373.17
18 SD
G
G
WWWWW
G
S
D
18 SD
18 SD
18 SD
18 SD
ST
ST
G
G G
G G
W
8 W 8 W
8 W 8 W
8 W
W
W
W
W
W
24 SD
24 SD
24 SD
24 SD
24 SD
24 SD
18 SD 18 SD 18 SD
24 SD 24 SD 24 SD
ST
.5
.4
0+00 0+50
-3.01% -4.41%
PV
I S
TA
=0
+0 0.
EL
=7
9.
PVI STA=0+16.00
EL=7039.00
PV
I S
TA
=0
+1 7.
EL
=7
8.
PVI STA=0+19.52
EL=7038.94
PV
I S
TA
=0
+3 1.
EL
=7
8.
PROPOSED GRADE
EXISTING GRADE
EXISTING GAS LINE
2"
6"6"6"
X
X
ST
ST
FUTURE
PROPOSED
ASPHALT
DRIVEWAY
00+0 59.43+0
CHILCOTT ST.
BOR
EL:7040.99
N:1253373.78 E:2861315.09
BOR
EL:7040.71
N:1253361.36 E:2861323.68
BOR
EL:7040.79
N:1253406.71 E:2861315.31
BOR
EL:7040.35
N:1253419.02 E:2861324.07
BOR
EL:7040.74
N:1253355.37 E:2861323.89
TOR
EL:7041.10
N:1253355.44 E:2861314.98
TOR
EL:7040.55
N:1253429.35 E:2861315.48
TOR
EL:7040.71
N:1253421.35 E:2861315.43
12.5' RADIUS (TBOC)
N:1253361.44 E:2861310.51
TBOC
EL:7039.69
N:1253373.94 E:2861310.51
TBOC
EL:7040.53
N:1253406.62 E:2861310.51
12.5' RADIUS (TBOC)
N:1253419.12 E:2861310.90
0.50%
0.53%
TBOC
EL:7041.65
N:1253376.54 E:2861371.22
14.5' RADIUS (TBOC)
N:1253361.47 E:2861370.53
TBOC
EL:7041.22
N:1253358.15 E:2861356.01
TBOC
EL:7041.50
N:1253405.53 E:2861371.44
12.5' RADIUS (TBOC)
N:1253418.05 E:2861368.91
TBOC
EL:7040.54
N:1253418.05 E:2861356.41
BOR
EL:7040.30
N:1253429.30
E:2861324.14 BOR
EL:7040.31
N:1253429.28 E:2861355.99
TOR
EL:7040.68
N:1253429.26 E:2861365.51
TOR
EL:7040.72
N:1253421.26 E:2861365.50
BOR
EL:7040.35
N:1253421.32 E:2861355.93
TOR
EL:7041.10
N:1253415.06 E:2861361.39
TOR
EL:7041.20
N:1253415.04 E:2861365.41
BOR
EL:7040.76
N:1253407.61 E:2861361.17
BOR
EL:7040.85
N:1253405.57 E:2861365.27
BOR
EL:7040.78
N:1253347.38 E:2861323.74
TOR
EL:7041.15
N:1253347.44 E:2861314.93
BOR
EL:7040.79
N:1253347.01 E:2861355.44
BOR
EL:7040.74
N:1253355.01 E:2861355.49
TOR
EL:7041.11
N:1253354.91 E:2861364.98
TOR
EL:7041.15
N:1253346.91 E:2861364.93
TOR
EL:7041.35
N:1253365.23 E:2861361.05
BOR
EL:7040.98
N:1253375.45 E:2861365.10
INLET
TYPE 13
EXISTING WATERLINE
PROPOSED 18" RCP STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
CROSS PAN
V-GUTTER
18 SD
18 SD
P- O
H
P- O
H
P- O
H
P- O
H
S
W
S
D
S D
S
D
S D
G
G G
G G
SS
SS
SS
SS
SS
SS
SS
8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS
W
W
W
W
W
W
W
W
W
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
OAK STREET MULTIMODAL RMS
feetscale
10 2010
CHILCOTT AND ELM - INT. DETAILS
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
POINT DATA LEGEND
BOR - BOTTOM OF RAMP
COC - CENTER OF CURVE/CIRCLE
TBOC - TOP BACK OF CURB
TOR - TOP OF RAMP
SW - SIDEWALK
.6
.9
.3
0+00 1+00 1+15
-3.00% -0.49%
-3.48% 3.00%
PV
I S
TA
=0
+0 2.
EL
=7
1.
PV
I S
TA
=0
+5 9.
EL
=7
0.
PV
I S
TA
=0
+7 5.
EL
=7
0.
PV
I S
TA
=0
+9 4.
EL
=7
0.
PVI STA=0+43.33
PVI EL=7040.11
L=10' K=1.58
PV
C
S
TA
=0 +3
8.
EL
=7
0.
PV
T
ST
A=
0+
.4
EL
=7
0.
LP STA=0+43.71
LP EL=7040.20
PROPOSED GRADE
EXISTING GRADE
EXISTING WATER LINE
BETWEEN THESE DEPTHS 7035
.4
.9
.4
.6
.3
-0+10 0+00 1+00 1+08
PVI STA=0+42.85
PVI EL=7039.41
L=8' K=1.60
PV
C
S
TA
=0 +3
8.
EL
=7
9.
PV
T
ST
A=
0+
.0
EL
=7
9.
LP STA=0+42.28
LP EL=7039.46
-2.29% -3.00%3.00% -0.44%
PV
I S
TA
=0
+0 0.
EL
=7
0.
PV
I S
TA
=0
+5 8.
EL
=7
9.
PV
I S
TA
=0
+7 4.
EL
=7
9.
PV
I S
TA
=1
+0 3.
EL
=7
9.
PROPOSED GRADE
EXISTING GRADE
X
X
X
DODGE ST.
00+0 00+1 11.24+1
TOR
EL:7039.98
N:1254077.57 E:2861327.98
BOR
EL:7039.80
N:1254082.46 E:2861328.68
BOR
EL:7040.12
N:1254136.54 E:2861329.00
BOR
EL:7040.45
N:1254124.22 E:2861320.26
BOR
EL:7040.29
N:1254094.97 E:2861320.08
TOR
EL:7039.94
N:1254077.57 E:2861319.98
TOR
EL:7040.34
N:1254141.55 E:2861328.36
TOR
EL:7040.32
N:1254141.55 E:2861320.33
12.5' RADIUS (EOP)
N:1254082.62 E:2861315.51
TBOC
EL:7040.52
N:1254095.12 E:2861315.51
12.5' RADIUS (TBOC)
N:1254136.62 E:2861315.83
TBOC
EL:7040.54
N:1254124.12 E:2861315.83
1.58%
1.77%
15' RADIUS (EOP)
N:1254081.71 E:2861376.52
EOP
EL:7039.90
N:1254096.68 E:2861379.76
EOP
EL:7039.97
N:1254081.82 E:2861361.59
EOP
EL:7039.75
N:1254120.66 E:2861379.76
15' RADIUS (EOP)
N:1254135.71 E:2861376.76
EOP
EL:7040.22
N:1254135.51 E:2861361.83
EXISTING
WATERLINE
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
CROSS PAN
V-GUTTER
CROSS PAN
V-GUTTER
ADJUST VALVE LIDS (3)
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W
W
W
W
8 W 8 W
8 W
8 W
W
W
P-O H
P P P
6"
12"
24"
X
PARK AVE.
R15FT
00+0 00+1 03.71+1
TOR
EL:7039.67
N:1254425.84 E:2861330.05
BOR
EL:7039.65
N:1254430.83 E:2861330.75
BOR
EL:7039.38
N:1254514.84 E:2861362.81
BOR
EL:7039.30
N:1254520.84 E:2861362.84
BOR
EL:7039.34
N:1254512.83 E:2861330.80
BOR
EL:7039.30
N:1254500.69 E:2861322.23
BOR
EL:7039.60
N:1254443.26 E:2861322.15
TOR
EL:7039.88
N:1254425.89 E:2861322.05
12.5' RADIUS (TBOC)
N:1254430.91 E:2861317.58
TBOC
EL:7039.90
N:1254443.41 E:2861317.58
12.5' RADIUS (TBOC)
N:1254512.91 E:2861317.71
TBOC
EL:7039.75
N:1254500.41 E:2861317.65
12.5' RADIUS (EOP)
N:1254506.92 E:2861375.74
TBOC
EL:7039.40
N:1254497.13 E:2861368.18
TBOC
EL:???
N:1254506.92 E:2861363.24
0.50%
EOP
EL:7039.22
N:1254451.92 E:2861378.62
15' RADIUS (EOP)
N:1254436.96 E:2861378.62
EOP
EL:7039.79
N:1254437.03 E:2861363.64
1.02% BOR
EL:7039.41
N:1254520.83 E:2861330.84
BOR
EL:7039.36
N:1254514.83 E:2861330.81
TOR
EL:7039.60
N:1254520.88
E:2861322.34 TOR
EL:7039.62
N:1254514.88 E:2861322.31
TOR
EL:7039.43
N:1254520.83 E:2861368.34
TOR
EL:7039.49
N:1254514.83 E:2861368.31
EXISTING WATER LINE
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED DETECTABLE
WARNING PLATES (TYP.)
PROPOSED
STOP SIGN
PROPOSED
STOP SIGN
P-O H
8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W feetscale
10 2010
DODGE AND PARK - INT. DETAILS
NOTE: CONTRACTOR TO VERIFY EXISTING UTILITY SIZES AND ELEVATIONS.
POINT DATA LEGEND
BOR - BOTTOM OF RAMP
COC - CENTER OF CURVE/CIRCLE
TBOC - TOP BACK OF CURB
TOR - TOP OF RAMP
SW - SIDEWALK
Short Elliott Hendrickson Inc.
Colorado Center Tower One Suite 6000 2000 South Colorado Boulevard Denver, CO 80222-7900
Tele. (720) 540-6800
(800) 490-4966
Fax (720) 540-6801
.3
.2
.8
.0
.2
0+00 1+00 1+22.28
0.34% 3.89%
-4.82%
PVI STA=0+90.77
PVI EL=7038.65
L=14' K=1.59
PV
C
S
TA
=0 +8
3.
EL
=7
8.
PV
T
ST
A=
0+
.5
EL
=7
8.
HP STA=0+90.00
HP EL=7038.51
PV
I S
TA
=0
+3 3.
EL
=7
6.
PV
I S
TA
=0
+4 4.
EL
=7
6.
PVI STA=0+98.97
EL=7038.26
PV
I S
TA
=1
+1 5.
EL
=7
7.
PVI STA=0+55.40
EL=7037.28
PV
I S
TA
=0
+5 7.
EL
=7
7.
PVI STA=0+59.40
EL=7037.44
STA. 0+88.70
ELEV. 7038.50
STA. 0+92.70
ELEV. 7038.48
PROPOSED GRADE
EXISTING GRADE
EXISTING WATER LINE
.3
.0
.3
.1
0+00…
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