HomeMy WebLinkAboutCSU PHEMISTER TRAIL - SITE PLAN ADVISORY REVIEW - SPA230001 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS20+93
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PROJECT LOCATION MAP
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.before you dig.Call
R
TABULATION OF LENGTH & DESIGN DATA
PROJECT
LOCATION
STATE OF COLORADODEPARTMENT OF TRANSPORTATION
CONSTRUCTION PROJECT CODE NO. 25298
HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED
FEDERAL AID PROJECT NO. MTF M455-147
COLORADO STATE UNIVERSITY PHEMISTER TRAILLARIMER COUNTY
SCALE: 1" =400'
0200'200' 400' 600'
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SHEET STATUS
SHEET INDEX
INDEX NO. SHEET NO.DESCRIPTION
TITLE SHEET INDEX GENERAL NOTES SHEETS
1 GE1 TITLE SHEET
2 GE2 INDEX OF SHEETS
3 GE3 STANDARD PLANS LIST
4 GE4 SURVEY TABULATION SHEET
5 GE5 GENERAL NOTES
6 GE6 EROSION CONTROL NOTES
7 GE7 LEGEND, ABBREVIATIONS, AND GENERAL NOTES
TYPICAL SECTIONS SHEETS
8 TY1 TYPICAL SECTIONS
TABULATIONS SHEETS
9 TB1 SUMMARY OF APPROXIMATE QUANTITIES
PHASING AND TRAFFIC CONTROL SHEETS
10 TE1 PHASING AND TRAFFIC CONTROL PLANS
EXISTING AND DEMOLITION SHEETS
11 RV1 OVERALL EXISTING AND DEMOLITION PLAN
12 RV2 EXISTING CONDITIONS AND DEMOLITION PLAN
13 RV3 EXISTING CONDITIONS AND DEMOLITION PLAN
14 RV4 EXISTING CONDITIONS AND DEMOLITION PLAN
15 RV5 EXISTING CONDITIONS AND DEMOLITION PLAN
GEOMETRY SHEETS
16 KM1 KEY MAP PLAN AND PROFILE SHEETS
17 GM1 GEOMETRIC CONTROL LAYOUT
18 GM2 GEOMETRIC CONTROL LAYOUT
19 GM3 GEOMETRIC CONTROL LAYOUT
20 GM4 GEOMETRIC CONTROL LAYOUT
GRADING AND EROSION CONTROL SHEETS
21 EC1 GRADING AND EROSION CONTROL PLAN
22 EC2 GRADING AND EROSION CONTROL PLAN
23 EC3 GRADING AND EROSION CONTROL PLAN
24 EC4 GRADING AND EROSION CONTROL PLAN
25 DG1 BAY DRIVE / CENTRE AVENUE DETAILED GRADING
26 DG2 BAY DRIVE / CENTRE AVENUE DETAILED GRADING
27 DG3 BAY DRIVE / CENTRE AVENUE DETAILED GRADING
28 DG4 BAY DRIVE / CENTRE AVENUE DETAILED GRADING
SHEET INDEX
INDEX NO. SHEET NO.DESCRIPTION
PHEMISTER TRAIL PLAN AND PROPFILE SHEETS
29 TR1 PHEMISTER TRAIL PLAN & PROFILE STA 10+00 TO STA 12+40
30 TR2 PHEMISTER TRAIL PLAN & PROFILE STA 12+40 TO STA 14+80
31 TR3 PHEMISTER TRAIL PLAN & PROFILE STA 14+80 TO STA 17+20
32 TR4 PHEMISTER TRAIL PLAN & PROFILE STA 17+20 TO END
CROSS SECTION SHEETS
33 XS1 PHEMISTER TRAIL CROSS SECTIONS STA 10+00 TO STA 12+25
34 XS2 PHEMISTER TRAIL CROSS SECTIONS STA 12+50 TO STA 16+00
35 XS3 PHEMISTER TRAIL CROSS SECTIONS STA 16+25 TO STA 18+75
36 XS4 PHEMISTER TRAIL CROSS SECTIONS STA 19+00 TO STA 20+75
SIGNING AND STRIPING SHEETS
37 ST1 CENTRE AVENUE SIGNING AND STRIPING PLAN
DETAIL SHEETS
38 DT1 BRIDGE DETAILS
39 DT2 WINGWALL DETAILS
40 DT3 GENERAL DETAILS
41 DT4 GENERAL DETAILS
42 DT5 EROSION CONTROL DETAILS
LANDSCAPE SHEETS
43 LS1 LANDSCAPE
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CSU GENERAL NOTES:GENERAL NOTES (City of Fort Collins)
A. Grading and Erosion Control Notes
B. Street Improvement Notes
C. Traffic Signing and Pavement Marking Construction Notes
D. Utility Notes
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GENERAL EROSION CONTROL REQUIREMENTS
’
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Land disturbance, Stockpiles, and Storage of Soils
Vehicle Tracking
Loading and Unloading Operations
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
Vehicle and equipment maintenance and fueling
Significant Dust or Particulate generating Process
Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment
Dedicated Asphalt and concrete batch plants
Concrete Saw Cutting Materials
Waste Materials Storage and Sanitary Facilities
Other Site Operations and Potential Spill Areas
’
“”
Final stabilization and project completion
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GENERAL NOTES:
FIELD SURVEY BY:
GEOTECHNICAL EXPLORATION BY:
LEGEND:
1
2
STRIPING AND SIGNAGE LEGEND:
B
C
A
3
D
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4
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J
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ABBREVIATIONS:
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
X X
E E E
FO FO FO
GAS GAS GAS
30'' W (CFC)30'' W (CFC)
16'' W (CFC)16'' W (CFC)
W V
H2O
IRR
Fiber O
Vault
ElectricVault
100
P
R
LOD LOD
4.0:1
2.0%
DT2
A
101
DT3
68'-0" RIGHT OF WAY
10'-0" PROPOSED SIDEWALK / TRAIL 5'-0"
EXISTING SIDEWALK
68'-0" RIGHT OF WAY
10'-0" PROPOSED SIDEWALK / TRAIL 5'-0"
BIKE LANE
11'-0"
TRAVEL
11'-0"
LEFT TURN
12'-0"
TRAVEL
2'-6"
C&G
6" SIDEWALK
PROPOSED CURB & GUTTER
6" HMA
6" ABC
SUBBASE
34'-0"
34'-0"
6" TRAIL
SUBBASE
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CENTRE AVENUE & PHEMISTER TRAIL
CENTRE AVENUE & PHEMISTER TRAIL
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Contract Item No.Contract Item Unit ROADWAY STRUCTURES PROJECT TOTALS
Plan As Const.Plan As Const.Plan As Const.
626-00000 Mobilizaton LS 1 1
201-00000 Clearing and Grubbing LS 1 1
202-00010 Removal of Tree EACH 5 5
202-00200 Removal of Sidewalk SY 89 89
202-00203 Removal of Curb and Gutter LF 135 135
202-00206 Removal of Concrete Curb Ramp SY 125 125
202-00220 Removal of Asphalt Mat SY 55 55
203-00010 Unclassified Excavation (Complete in Place)CY 210 210
203-00060 Embankment Material (Complete in Place)CY 310 310
206-00000 Structure Excavation CY 20 20
206-00100 Structure Backfill (Class I)CY 10 10
207-00700 Topsoil (On-Site)CY 175 175
207-00210 Stockpile Topsoil CY 175 175
208-00046 Pre-fabricated Concrete Washout Structure (Type I)EACH 1 1
208-00054 Storm Drain Inlet Protection (Type I)EACH 4 4
208-00035 Aggregate Bag LF 20 20
208-00075 Pre-fabricated Vehicle Tracking Pad EACH 1 1
208-00207 Erosion Control Management DAY 5 5
403-00720 Hot Mix Asphalt (Patching)(Asphalt)TON 27 27
412-00800 Concrete Pavement (8 Inch)SY 37 37
601-03040 Concrete Class D (Bridge)CY 25 25
608-00010 Concrete Curb Ramp SY 125 125
608-00026 Concrete Bikeway (6 Inch)SY 1260 1260
609-24006 Gutter Type 2 (6 Foot)LF 25 25
609-21901 Curb and Gutter Type II LF 110 110
612-00706 Seeding (Native) Drill ACRE 0.15 0.15
620-00020 Sanitary Facility EACH 1 1
625-00000 Construction Surveying LS 1 1
627-00001 Pavement Marking Paint GAL 3.00 3
627-00070 Preformed Plastic Pavement Marking SF 275 275
628-00061
Bridge Girder and Deck Unit (60 Feet to 65 Feet)
(Special)EACH 1 1
630-00000 Flagging HOUR 60 60
630-80359 Portable Message Sign DAY 14 14
630-00007 Traffic Control Inspection DAY 16 16
630-00012 Traffic Control Management DAY 40 40
F.A.F.A. - Minor Contract Revisions F.A.0
F.A. F.A. - Erosion Control F.A.0
FOFO
FOFO FO FO FO FO
FO
FO
FO
E
E
I
I
I
III
IIIII
I
II
IIII
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
GAS
GAS GAS
GAS
GAS
GAS GAS
GAS
GA
S
GA
S
30
'
'
W
(
C
F
C
)
30
'
'
W
(
C
F
C
)
30
'
'
W
(
C
F
C
)
30
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'
W
(
C
F
C
)
30
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'
W
(
C
F
C
)
30
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'
W
(
C
F
C
)
30
'
'
W
(
C
F
C
)
30
'
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W
(
C
F
C
)
16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)
IIIIII
IIIIII
IIIIII
III
I
I
I
I
I
I
I
I
I
IIIII
I
II
I
I
I
I
IIIIII
IIIIII
IIIIII
IIII
II
IIIIII
IIIIII
IIIIII
I
I
I
I
I
I
IIIIII
IIIIII
IIIIII
IIIIII
I
I
I
I
I
I
IIIIII
IIIIII
IIIIII
II
I
I
II
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
X
X
W
V
W
V
H2
O
H2
O
G
IR
R
Fib
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r
O
Va
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Va
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ST
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IR
R
IR
R
IR
R
IR
R
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R
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SCALE: 1" =80'
040'40' 80' 120'
FOFO
FOFO FO FO FO FO
FO
FO
FO
E
E
I
I
I
III
IIIII
I
I
I
I
I
I
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IIIIIIIIIIII
II
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IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
GAS
GAS GAS
GAS
GAS
GAS GAS
GAS
GA
S
GA
S
30
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30
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30
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30
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30
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30
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30
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W
(
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16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)
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IIIIII
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III
I
I
I
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I
I
I
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IIIIII
II
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
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IIIIII
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IIIIII
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IIIIII
IIIIII
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I I I I I I
I I I I I I
I I I I I I
I IIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII II I III II II I I I II I II II I I I I
I I I I I I
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LIMTS OF REMOVAL
LIMTS OF CLEARING AND GRUBBING
X
######
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SCALE: 1" =80'
040'40' 80' 120'
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GAS GAS GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
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16
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W
(
C
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16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)16'' W (CFC)
16'' W (CFC)
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16'' W (CFC)
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LO
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LO
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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO
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######
LIMTS OF REMOVAL
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SCALE: 1" =20'
010'10' 20' 30'
FO
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FO
FO
FO
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IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
GAS
GAS
GAS
GAS
GAS
16'' W (CFC)
16'' W (CFC)
16'' W (CFC)
16'' W (CFC)
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
II I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I IIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
X
X
X
X
X
X
X
X
W
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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LIMTS OF CLEARING AND GRUBBING
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SCALE: 1" =20'
010'10' 20' 30'
30
'
'
W
(
C
F
C
)
30
'
'
W
(
C
F
C
)
30
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W
(
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C
)
30
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W
(
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F
C
)
30
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W
(
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)
30
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W
(
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)
30
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30
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30
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30
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W
(
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30
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F
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30
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W
(
C
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)
30
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W
(
C
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)
III
IIIIII
IIIIII
IIIII
I
II
I
I
I
I
I
I
I
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I
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I
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I
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IIIIII
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IIIIII
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IIIIII
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IIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
I I I I I I
I I I I I I
I I I I I I
I I I I II
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
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IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII II I II I I III II II I I II I I I II I IIII I I II I I II I I III I IIII I I II I III I IIIII IIII I I I I I III I III I I
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I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
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LOD
LOD
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LOD
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LO
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LO
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LOD
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LOD
LOD
LOD
LOD
LOD
LOD
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LOD
LOD
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LOD
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LOD
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LIMTS OF CLEARING AND GRUBBING
Rh
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SCALE: 1" =20'
010'10' 20' 30'
30
'
'
W
(
C
F
C
)
30
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(
C
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30
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IIIIII
IIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
IIII
IIIIII
IIII
I
I
I
I
I
III
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
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I
I
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II
II
I
I
I
I
II
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III
III
IIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
I
I
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II
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IIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IR
R
IR
R
IR
R
IR
R
IR
R
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
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LO
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L
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LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
X
######
Sp
r
i
n
g
C
r
e
e
k
X
######
LIMTS OF CLEARING AND GRUBBING
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PHEMISTER TRAILPLAN & PROFILE
(SEE PLAN SHEETS TR4)
PHEMISTER TRAILPLAN & PROFILE
(SEE PLAN SHEETS TR3)
PHEMISTER TRAILPLAN & PROFILE
(SEE PLAN SHEETS TR2)
PHEMISTER TRAILPLAN & PROFILE
(SEE PLAN SHEETS TR1)
INT
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SIGNING AND STRIPING
(SEE PLAN SHEET DG1 - DG2)
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IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
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Phemister Trail Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
LENGTH
25.77'
74.26'
15.89'
25.86'
228.01'
119.72'
145.15'
18.69'
BEARING
S89°27'27.60"E
S00°21'45.86"W
S38°51'54.30"W
S45°41'45.39"W
S10°21'26.88"W
S36°53'55.40"W
S14°40'28.78"W
S23°46'07.78"W
BEGIN LINE
N: 1449507.24
E: 3116421.64
N: 1449507.00
E: 3116447.41
N: 1449432.73
E: 3116446.94
N: 1449210.88
E: 3116453.44
N: 1449096.73
E: 3116385.90
N: 1448830.37
E: 3116326.51
N: 1448703.40
E: 3116239.53
N: 1448549.51
E: 3116198.07
END LINE
N: 1449507.00
E: 3116447.41
N: 1449432.73
E: 3116446.94
N: 1449420.36
E: 3116436.97
N: 1449192.82
E: 3116434.94
N: 1448872.44
E: 3116344.91
N: 1448734.63
E: 3116254.63
N: 1448562.99
E: 3116202.76
N: 1448532.41
E: 3116190.53
Phemister Trail Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
DELTA
15°14'41"
61°02'58"
19°40'50"
15°39'28"
26°32'29"
22°13'27"
9°05'39"
RADIUS
685.00'
30.00'
160.00'
200.00'
100.00'
90.00'
90.00'
LENGTH
182.26'
31.97'
54.96'
54.66'
46.32'
34.91'
14.29'
BEARING
S07°43'52"E
S15°10'16"W
S35°51'20"W
S18°11'11"W
S23°37'41"W
S25°47'12"W
S19°13'18"W
CHORD
181.72'
30.47'
54.69'
54.49'
45.91'
34.69'
14.27'
BEGIN CURVE
N: 1449420.36
E: 3116436.97
N: 1449240.29
E: 3116461.42
N: 1449192.82
E: 3116434.94
N: 1449148.49
E: 3116402.91
N: 1448872.44
E: 3116344.91
N: 1448734.63
E: 3116254.63
N: 1448562.99
E: 3116202.76
END CURVE
N: 1449240.29
E: 3116461.42
N: 1449210.88
E: 3116453.44
N: 1449148.49
E: 3116402.91
N: 1449096.73
E: 3116385.90
N: 1448830.37
E: 3116326.51
N: 1448703.40
E: 3116239.53
N: 1448549.51
E: 3116198.07
Flowline Line Table
LINE
L9
L10
L11
L12
L13
L14
L15
L16
LENGTH
19.41'
5.50'
88.67'
16.93'
26.44'
13.39'
8.42'
2.43'
BEARING
N02°24'36.62"W
N11°50'34.75"E
N00°21'45.86"E
N07°45'12.07"W
N00°28'13.04"E
S89°30'23.41"E
S34°12'48.27"W
S89°19'13.20"W
BEGIN LINE
N: 1449387.34
E: 3116451.89
N: 1449406.73
E: 3116451.07
N: 1449413.21
E: 3116452.32
N: 1449504.52
E: 3116452.72
N: 1449521.30
E: 3116450.44
N: 1449521.41
E: 3116437.05
N: 1449519.22
E: 3116432.91
N: 1449510.07
E: 3116424.10
END LINE
N: 1449406.73
E: 3116451.07
N: 1449412.12
E: 3116452.20
N: 1449501.87
E: 3116452.88
N: 1449521.30
E: 3116450.44
N: 1449547.74
E: 3116450.65
N: 1449521.30
E: 3116450.44
N: 1449512.26
E: 3116428.18
N: 1449510.04
E: 3116421.67
Flowline Curve Table
CURVE
C8
C9
C10
C11
C12
DELTA
11°28'49"
7°35'24"
66°39'07"
71°54'27"
55°06'25"
RADIUS
5.50'
20.00'
20.00'
5.00'
5.00'
LENGTH
1.10'
2.65'
23.27'
6.28'
4.81'
BEARING
N06°06'10"E
N03°25'56"W
N40°33'11"W
S70°10'02"W
S61°46'01"W
CHORD
1.10'
2.65'
21.98'
5.87'
4.63'
BEGIN CURVE
N: 1449412.12
E: 3116452.20
N: 1449501.87
E: 3116452.88
N: 1449504.52
E: 3116452.72
N: 1449521.21
E: 3116438.43
N: 1449512.26
E: 3116428.18
END CURVE
N: 1449413.21
E: 3116452.32
N: 1449504.52
E: 3116452.72
N: 1449521.21
E: 3116438.43
N: 1449519.22
E: 3116432.91
N: 1449510.07
E: 3116424.10
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010'10' 20' 30'
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I
I
I
II
II
II
I
I
I
I
II
II
III
III
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
I
I
II
I
I
I
II
I
I
I
I
II
I
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IR
R
IR
R
IR
R
IR
R
IR
R
Sp
r
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n
g
C
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INT
######
INT
######
INT
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3
SCALE: 1" =20'
010'10' 20' 30'
I
I
IIII
I
IIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
IIIII
IIIIII
III
I
I
I
I
I
IIII
IIII
I
I
IIIII
I
II
I
I
II
I
I
IIII
III
II
I
I
I
I
I
I
I
I
I
I
I
I
I
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
W
V
W
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H2
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Centre Avenue
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SIGNING AND STRIPING
(SEE PLAN SHEET DG1 - DG2)
DETAILED GRADING
(SEE PLAN SHEETS DG1)DETAILED GRADING
(SEE PLAN SHEETS DG2)
SF
IP
SCL
SF
SF
SF
SF
SF SF SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
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DETAILED GRADING
(SEE PLAN SHEETS DG3)
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2
SCALE: 1" =20'
010'10' 20' 30'
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
X
X
X
X
X
X
X
X
W
V
SF
SF
SF
SF
SF
SF
SF SF
SF
S
F
S
F
SF
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SF
SF
SF
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SF
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SF
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SF
SF
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SF
SF
SF
SF
SF
SF
SF
SF
SF
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SF
DETAILED GRADING
(SEE PLAN SHEETS DG4)
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SCALE: 1" =20'
010'10' 20' 30'
III
IIIIII
IIIIII
IIIII
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
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I
I
I
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I
I
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I
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IIIIII
IIIIII
II
II
II
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I
II
IIII
I
I
I
I
I
I
I
I
I
I
I
I
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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SF
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SF
SF
SF
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SF
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SF
SF
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F
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SF
SF
SF
SF
SF
SF
SF
SF
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SF
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SF
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SF
SF
SF
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2
SCALE: 1" =20'
010'10' 20' 30'
IIIIII
IIIII
I
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
IIII
IIIIII
IIII
I
I
I
I
I
III
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
II
I
I
I
I
I
I
I
II
II
II
I
I
I
I
II
II
III
III
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
I
I
I
II
I
I
I
II
I
I
I
I
II
I
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
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IIIIII
IIIIII
IIIIII
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SCALE: 1" =20'
010'10' 20' 30'
III
I
I
I
I
I
IIII
IIII
I
I
I
I
I
III
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I
I
IIIIII
IIIIII
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I
I
I
I
III
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IIIIII
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IIIIII
IIIIII
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I
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III
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
Ba
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D
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Centre Avenue
2.3%
INT
######
INT
######
2.
7
%
7.
6
%
1.8%
20.
0
:
1
2.0:1
0
.
5
%
0.5
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.
5
%
6.1
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5.0
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5.5%
0.1%
0.1%
5.7%5.7%2.6%
8.3%
2.
0
%
INT
######
INT
######
INT
######
INT
######
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SCALE: 1" =6'
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Centre Avenue
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INT
######
INT
######
2.
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SCALE: 1" =6'
03'3' 6' 9'
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IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
2.1%
INT
######
Centre Avenue
INT
######
2
.
0
%
2
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IIIIII IIIIII II
X
X
X
X
X
X
X
X
X
X
PHEMISTER TRAILPLAN AND PROFILE
(SEE PLAN & PROFILE SHEETS TR1 - TR4)
Centre Avenue
INT
######
INT
######
2
.
0
%
2
.
0
%
3.9:
1
3.0
:
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Rh
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03'3' 6' 9'
3
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I
I
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I
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I
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IIIIII
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IIIIII
IIIIII
II
I
I
I
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I
I
I
III
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IIIIII
IIIIII
IIIIII
IIIIII
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IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
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(SEE PLAN SHEET ###### - ######)
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######
INT
######
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10-year
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CENTERLINE PROFILEPHEMISTER TRAIL
FO
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X
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1
INT
######
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IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
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16'' W (CFC)
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16'' W (CFC)
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1DETAILED GRADING
(SEE PLAN SHEET DG1 - DG4)INT
######
INT
######
2
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SIGNING AND STRIPING
(SEE PLAN SHEET DG1 - DG2)
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n
s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
CROSS SECTIONSPHEMISTER TRAIL
16+25
4992
4996
5000
4992
4996
5000
0 200-20
16+50
4992
4996
5000
4992
4996
5000
0 200-20
16+75
4996
5000
5004
4996
5000
5004
0 200-20
17+00
4996
5000
5004
4996
5000
5004
0 200-20
17+25
4996
5000
5004
4996
5000
5004
0 200-20
17+50
4996
5000
5004
4996
5000
5004
0 200-20
17+75
5000
5004
5000
5004
0 200-20
18+00
4996
5000
5004
4996
5000
5004
0 200-20
18+25
4996
5000
5004
4996
5000
5004
0 200-20
18+50
5000
5004
5008
5000
5004
5008
0 200-20
18+75
4996
5000
5004
5008
4996
5000
5004
5008
0 200-20
49
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50
0
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2
50
0
3
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3
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50
0
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0
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8
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:
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c
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n
s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
CROSS SECTIONSPHEMISTER TRAIL
19+00
4996
5000
5004
5008
4996
5000
5004
5008
0 200-20
19+25
5000
5004
5008
5000
5004
5008
0 200-20
19+50
5000
5004
5008
5000
5004
5008
0 200-20
19+75
5004
5008
5004
5008
0 200-20
20+00
5004
5008
5004
5008
0 200-20
20+25
5004
5008
5012
5004
5008
5012
0 200-20
20+50
5004
5008
5004
5008
0 200-20
20+75
5004
5008
5012
5004
5008
5012
0 200-20
20+92.70
5008
5012
5008
5012
0 200-20
50
0
4
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2
50
0
4
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2
5
50
0
4
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7
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0
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0
7
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3
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0
7
.
7
8
50
0
8
.
4
50
0
8
.
5
Rh
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a
B
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n
e
r
2
:
1
4
P
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:
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~
B
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F
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c
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s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
CROSS SECTIONSPHEMISTER TRAIL
I
I
IIII
I
IIIII
IIIIII
IIIIII
IIIIII
IIIIII
I
IIIII
IIIIII
III
I
I
I
I
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IIII
IIII
I
I
IIIII
I
II
I
I
II
I
I
IIII
III
II
I
I
I
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I
I
I
I
I
I
I
I
I
IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII
W
V
W
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H2
O
H2
O
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3
:
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0
P
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\
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m
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.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
SCALE: 1" =20'
010'10' 20' 30'
60'-2"
1'-0"
2'-6"
1'-912"
ELEV: 97.20
EXISTING GROUND: ± 94.3 SOUTH ABUTMENT
± 93.8 NORTH ABUTMENT
3'-0"
1'-0"
#5 @ 12" O.C.
TOP AND SIDES
8 x #5 6 x #5
#5 @12" E.W.#5 @ 12" O.C.
1'-0"1'-0"
3" CLEAR;
TYP
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60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
PLAN VIEW
SCALE: 1" = 10'
05'5' 10' 15'
A
####
SECTION A
Rh
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7
:
1
7
A
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:
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60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
PLAN VIEW
SCALE: 1" = 10'
05'5' 10' 15'
A
####
SECTION A
PLAN VIEW
Rh
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d
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B
u
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r
1
:
0
0
P
M
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:
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B
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F
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m
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D
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a
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l
s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
CURB AND GUTTER101
DT3
STANDARD PAVEMENT MARKINGS105
DT3
CURB AND GUTTER / SIDEWALK STANDARD DRIVEWAY APPROACH STREET INTERSECTION CROSSPAN
STANDARD SIDEWALK
102
DT3
SIDEWALK DETAIL107
DT3
106
DT3
103
DT3
ACCESS RAMP DETAILS
104
DT3
108
DT3
6" TRAIL
SUBBASE
SLOPE VARIES;
SEE GRADING
PLANS
EXISTING SIDEWALK
CONNECT TO EXIST
WALK
10'-0"
SLOPE: 2%SLOPE
5'-0"
6" SIDEWALK
PROPOSED TYPE II CURB & GUTTER
6" HMA
6" ABC
SUBBASE
SLOPE VARIES;
SEE GRADING
PLANS
10'-0"
SLOPE: 2%
6" TRAIL
SUBBASE
CONSTRUCTION
CL CONTROL
7'-0"5'-0"
12'-0"
SLOPE: 2%
SLOPE VARIES;
SEE GRADING
PLANS
Rh
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a
B
u
n
n
e
r
1
:
0
0
P
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:
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B
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s
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F
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M
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m
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w
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\
C
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P
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m
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D
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t
a
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l
s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS
TRUNCATED DOME WARNING FOR ACCESS RAMPS109
DT4
CONCRETE TRAIL DETAIL113
DT3
SIDEWALK WIDENING DETAILS110
DT4
PROPOSED SIDEWALK TO EXISTING WALK112
DT4
SIDEWALK CURB AND GUTTER111
DT4
TREE PROTECTION AREA 1.5 X's
DISTANCE BETWEEN TRUNK AND
DRIP LINE, OR 1 FOOT FOR EVERY
DIAMETER INCH OF TRUNK,
WHICHEVER IS GREATER
ZONE 1 BRANCH PROTECTION
-PROTECT LOWER BRANCHES
OF TREE CANOPY
PROVIDE 6' HIGH
CHAINLINK
FENCING AT
DRIPLINE (MIN.)
ZONE 2 TRUNK
PROTECTION
-REQUIRED IF WHEELED
CONSTRUCTION
EQUIPMENT INVOLVED
WITHIN 10' OR LESS
NO MATERIALS SHALL BE
STORED WITHIN THE TREE
PROTECTION AREAZONE 3 ROOT PROTECTION
-VARIES PER TREE SIZE
EXTENDS FROM DRIPLINE TO DRIPLINE 6'x6' PERIMETER w/
TREE WRAP
TREE PROTECTION DETAIL114
DT4
FENCE / GATE DETAIL115
DT4
Rh
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B
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r
1
2
:
3
2
P
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:
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B
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\
C
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E
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s
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o
n
D
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t
a
i
l
s
.
d
w
g
60% PLAN SET
NOT FOR
CONSTRUCTION
SHEET STATUS