HomeMy WebLinkAboutWEST ELIZABETH STREET CITY PARK AVENUE TO SOUTH SHIELDS STREET CITY COPY - Filed STR-STREETS - 2009-04-072Q
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CITY 0F F0FRT CrOLLINS
WEST ELIZABETH BIKE LANES AND STREETSCAPE IMPROVEMENTS
COFC PROJECT NO. 30522000
WEST ELIZABETH STREET, FORT COLLINS
BAR MER COUNTY
VICINITY MAP
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Sheet Nevisions
Creation Date:
Last Modification Date:
01 \09\04 Initials: BRJ
03 25 04 Initials: BRJ
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mm/dd/yy
mm dd YY
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XXX
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Full Path: L: JOBS
DrawingFile Name:
564020 civil Phasell Planset
GETS0I.DWG
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mm/dd/yy
mm/dd/yy
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XXXXX
XXX
XXX
209 South Meldrum
Ft. Collins, CO. 80521-2603
(970)482-5922
Acad Ver. R15.06s Scale: NTS Units: NA
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mm/dd/yy
XXXXX
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CALL UTILITY NOTIFICATION
CENTER OFCOLORADO
1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG. GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
DRAWING INDEX
SHT No.
DESCRIPTION
1
TITLE SHEET
2
TYPICAL SECTIONS
3
GENERAL NOTES
4
SUMMARY OF APPROXIMATE QUANTITIES
5
TABULATION OF ITEMS
6-8
DEMOLITION PLAN
9
SURVEY CONTROL PLAN
10
ROADWAY GEOMETRY
11-13
DRIVEWAY DETAILS
14-17
DRIVEWAY PROFILES
18-20
GRADING AND DRAINAGE PLAN
21
STORM DRAINAGE DETAILS
22-24
STREETSCAPE LAYOUT
25-29
PLANTING PLANS
30-34
GENERAL DETAILS
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT
SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF
COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS
DALE STEIN, P.E.
COLORADO REGISTRATION No..
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
THESE PLANS HAVE BEEN REVIEWED BY THE
LOCAL ENTITY FOR CONCEPT ONLY. THE
APPROVED:
REVIEW DOES NOT IMPLY RESPONSIBILITY BY
City Engineer
Date
THE REVIEWING DEPARTMENT, THE LOCAL
CHECKED
BY:
ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
Water & Wastewater Utility
Date
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW
CHECKED
BY:
Date
DOES NOT IMPLY THAT QUANTITIES OF ITEMS
Stormwater Utility
ON THE PLANS ARE THE FINAL QUANTITIES
CHECKED
BY:
REQUIRED. THE REVIEW SHALL NOT BE
Parks & Recreation
Date
CONSTRUED IN ANY REASON AS ACCEPTANCE
CHECKED
BY:_
OF FINANCIAL RESPONSIBILITY BY THE LOCAL
Traffic Engineer
Date
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS
SHOWN THAT MAY BE REQUIRED DURING THE
CHECKED
BY:
CONSTRUCTION PHASE.
Date
As Constructed Project No./Code
No Revisions: mm/dd/yy TITLE SHEET 30522000
T
r"- Revised: mm/dd/yy Designer: J. DOMINGUEZ
Detaller: B. JORDAN
Void: mm/dd/yy Sheet Number
Sheet Subset: Subset Sheets: 1 of 1 �
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FL 0 70 I 1 -- ------------ i
FL36 FL40 F 18
60
+ - + 53 1 +o-♦- + + 6659 + 61 1 + 22++00 + +
63
21 5 54 FL35 FL20 FL19 FL3 7 65 6 FL38 WEST ELIZABETH STREET
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I , PCR POINT OF CURB RETURN
I PRC POINT OF REVERSE CURVE
PT --- POINT OF TANGENCY
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+
I PUBLIC ACCESS AND UTILITY EASEMENT
---------------- TEMPORARY CONSTRUCTION EASEMENT
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CURVE
TABU
POINT TABLE
11
CURVE
TABLE
POINT
NORTHING
EASTING
DESC I
CL STATION
1
126509.66
188203.95
PT -FL
10+31.64
CURVE
LENGTH
RADIUS
TAN
CHORD
CHORD DIRECTION
DELTA
3
126507.10
188362.36
PCR-FL
11+90.08
C25
8.37
5.03
5.53
7.44
S3435'18"W
95'27'07"
5
126510.50
188471.76
PCR-FL
13+03.05
C26
8.37
5.03
5.53
7.44
N52'03'41 "W
95*25133
7
126523.18
188564.57
PRC-FL
14+00.01
FL1
193.75
966.50
97.20
193.42
N85'11'05"E
11*29'09"
9
126537.86
188677.68
PRC-FL
15+10.43
FL2
207.26
1033.50
103.98
206.91
S85'11'13"W
11'29'24"
11
126540.54
188770.75
PT -FL
16+00.55
FL3
207.18
1033.50
103.94
206.83
N85'11'05"E
11*29'09"
13
126539.12
188858.27
PCR-FL
16+88.09
FL4
193.82
966.50
97.24
193.50
85'11'13"W
11*29'24'
15
126535.40
189086.79
PCR-FL
19+16.63
FL5
13.34
10.00
7.87
12.37
S3T57'18"E
76'26'02"
17
126534.14
189164.33
DR -FL
19+94.18
FL6
7.85
5.00
5.00
7.07
N45'55'40" E
90'00100"
19
126531.48
189327.79
DR -FL
21+57.67
FL7
7.85
5.00
5.00
7.07
S44'04'20"E
90*00,00,
21
126529.87
189426.66
PCR-FL
22+56.54
FL8
7.95
5.00
5.10
7.14
N39'25'52"E
91'07'56"
23
126467.79
189123.69
PCR-FL
19+54.63
FL9
7.95
5.00
5.10
7.14
S51'42'04"E
91'07'56"
25
126470.77
188940.78
PCR-FL
17+71.70
FL10
7.76
5.00
4.91
7.01
N39'11'45"E
88'57'06"
27
126473.55
188769.66
PT -FL
16+00.55
FL11
7.76
5.00
4.91
7.01
S49'45'46"E
88'57'57"
29
126470.16
188671.47
PCR-FL
14+98.85
FL12
7.82
5.00
4.97
7.05
N45'44'26"E
89'37'02"
31
126459.51
188589.12
PCR-FL
14+12.95
FL13
7.85
5.DO
5.00
7.07
S44'04'05"E
90*00,00"
33
126447.92
188516.72
PCR-FL
13+41.12
FL1a
7.85
5.00
5.00
7.07
N45'S5'55"E
90'00'00"
35
126439.95
188370.75
PC -FL
11 +99.55
FL15
7.85
5.00
5.00
7.07
S44'04'05"E
90*00,00"
37
126441.15
188296.94
PCR-FL
11+25.74
FL16
7.85
5.00
5.00
7.07
N45'55'55"E
90100'00"
39
126442.29
188226.18
PCR-FL
10+54.96
FL17
7.85
5.00
5.00
7.07
S44'04'05"E
90'00'00"
41
126477.58
188311.38
PC-M
11+39.59
FL18
7.85
5.00
5.00
7.07
"
S44'04 O6 E
90'00 03 "
43
126478.84
188394.51
PC-M
12+22.81
FL19
7.85
5.00
5.00
7.07
S45'55'55"W
90'00'00"
45
126469.08
188301.70
PC-M
11 +30.04
FL20
7.85
5.00
5.00
7.07
N44'04'05"W
90*00,00"
47
126507.09
188900.77
PC-M
17+31.10
FL21
7.85
5.00
5.00
7.07
S45'55'55"W
90100'00"
49
126508.84
188997.84
M
18+28.13
FL22
7.85
5.00
5.00
7.07
N44'04 05"W
90'00 00
51
126508.18
189038.63
PC-M
18+68.92
FL23
7.94
5.00
5.09
7.14
S41'45'29"W
91'02'34"
53
126499.70
189027.82
PC-M
18+58.25
FL24
7.95
5.00
5.09
7.14
N49'17'27"W
91*03'18'
55
126497.65
189009.66
M
18+40.13
FL27
7.77
5.00
4.92
7.01
S38'23'46"W
89'03'43"
57
126499.07
188922.62
PC-M
17+53.07
FL28
7.77
5.00
4.92
7.01
N50'39'58"W
89'03'43"
59
126500.96
189194.28
PC-M
20+24.67
FL30
5.41
2.00
9.02
3.91
S11'34'20"E
155'00'00"
61
126504.61
189258.18
PC-M
20+88.50
fL31
10.91
25.00
5.54
10.82
S78'25'40"W
25'00'00"
63
126494.60
189220.65
PC-M
20+51.13
FL32
17.28
5.50
INFINITE
11.00
N00'25'09"W
180'01'40"
65
126494.72
189189.66
PC-M
20+20.15
FL33
5.29
1.80
17.24
3.59
S21'13'19"W
168'02'50"
FL34
10.91
25.00
5.54
10.82
S76'34'05"E
25*00'00"
FL35
10.91
25.00
5.54
10.82
N78'25'55"E
25'00'00"
FL36
4.73
1.75
7.89
3.42
N11'34'05"W
155'00'00"
FL37
5.41
2.00
9.02
3.91
S11'34'05"E
155'00'00"
FL38
4.36
25.00
2.19
4.36
N8555'550E
10'00'00"
FL39
5.93
2.00
22.86
3.98
N04'04'05"W
170'00'DO"
FL40
21.82
50.00
11.08
21.64
S7625'55"W
25*00100"
FL41
45.20
30.00
28.14
41.05
N45'54'07"W
86'19'57"
FL42
45.23
30.00
28.17
41.07
N47*44'15"E
86'23'21"
FL43
26.08
16.50
16.66
23.45
N45'46'56"E
90'32'52"
FL44
25.80
16.50
16.38
23.25
N44'19'19"W
89'35'19"
FL45
4.27
5.00
2.28
4.15
S23'55'1I W
4858'51"
FL46
11.13
15.00
5.84
1 10.88
S69'40'16"W
42'31'18"
FL47
5.51
2.50
4.93
4.46
N34'02'52"E
126'13'53"
FL48
22.66
15.50
13.90
20.70
S40'57'08"E
83'46'07"
FL49
7.82
10.00
4A 2
7.63
N23'20'49"E
4449'48"
FL50
15.79
5.00
619.77
10.00
S89' 2'02"E
180'55'28"
r FROM CL
POINT
NORTHING
EASTING
DESC
CL STATION
OFFSET FROM CL
33.50 L
2
126507.50
188337.36
PCR-FL
11 +65.08
33.50 L
33.50 L
4
126506.95
188371.83
PC -FL
11+99.55
33.50 L
33.50 L
6
126514.58
188509.74
PCR-FL
13+42.58
33.50 L
33.50 L
8
126534.38
188640.02
PRC-FL
14+73.84
33.50 L
33.50 L
10
126540.68
188759.32
PRC-FL
15+89.49
33.50 L
33.50 L
12
126540.24
188789.28
PCR-FL
16+19.09
33.50 L
33.50 L
14
126538.57
188892.27
PCR-FL
17+22.09
33.50 L
33.50 L
16
126534.75
189126.78
PCR-FL
19+56.63
33.50 L
33.50 L
18
126533.72
189190.32
DR -FL
20+20.18
33.50 L
33.50 L
20
126530.60
189381.79
PCR-FL
22+11.67
33.50 L
33.50 L
22
126462.70
189436.52
PCR-FL
22+67.50
33.50 R
33.50 R
24
126468.48
189081.70
PCR-FL
19+12.63
33.50 R
33.50 R
26
126471.32
188906.79
PCR-FL
17+37.70
33.50 R
33.50 R
28
126472.67
188709.57
PCR-FL
15+38.36
33.50 R
33.50 R
30
126464.34
188622.93
PCR-FL
14+48.31
33.52 R
33.39 R
32
126456.83
188573.36
PRC-FL
13+96.61
33.35 R
33.50 R
34
1264-43.88
188479.10
PCR-FL
13+04.51
33.50 R
33.50 R
36
126440.44
188340.94
PCR-FL
11+69.74
33.50 R
j
33.50 R
38
1 1264-41.58
188270.17
PCR-FL
10+98.96
33.50 R
33.50 R
40
1264-42.65
188203.99
PCR-FL
10+32.77
33.50 R
3.16 L
42
126479.75
188321.99
PT-M
11+50.15
5.50 L
5.50 L
44
126467.84
188394.59
PT-M
12+22.81
5.50 R
5.50 R
46
126472.90
188300.92
PT-M
11 +29.20
1.69 R
2.16 L
48
126510.43
188902.07
PT -MI
17+32.34
5.50 L
5.50 L
50
126508.65
189009.84
M
18+40.13
5.50 L
5.50 L
52
126504.83
189039.32
PT-M
18+69.66
2.16 L
3.16 R
54
126497.53
189017.22
PT-M
18+47.68
5.50 R
5.50 R
56
126497.85
188997.67
M
18+28.13
5.50 R
5.50 R
58
126501.58
188912.09
PT-M
17+42.51
3.JOR
0.82 L
60
126505.30
189215.49
PT-M
20+45.80
5.
5.50 L
62
126500.63
189258.47
PT-MI20+88.85
1.
5.12 R
64
126494.29
189216.30
PT-M
20+46.79
5.5.50
(R)
66
126498.55
189188-97
PT-M
90+19.30
1.
FL51 1 9.18 5.00 6.54 7.94 S81'39' 11 "E 105' 10' 12"
Computer File Information Sheet Revisions As Constructed
Creation Date' 01 \09\04 Initials: BRJ CR---X--) mm/dd/yy XXXXX XXX }' SEAR B (� OW (V ROADWAY GEOMETRY
R-X
�
209 South Meldrum
Ft. Collins, CO.80521-2603
970)482-5922
�www searbrovn.coom
No Revisions: mm/dd/yy
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
Full Path: L: JOBS 564020 civil Phosell Planset
mm/dd/yy
XXXXX
XXX
Detailer: B. JORDAN
DrawingFile Name: RDPL04.DWG
mm dd
/ /YY
XXXXX
XXX
Void: mm/dd/yy
Sheet Subset: Subset Sheets:
Acad Ver. R15.06s Scale: 1" = 50' Units: FEET
mm dd
/ /yy
XXXXX
XXX
•24+W
®a
0 50 100 160•':
SCALE IN FEET
Project No./CodeV
30522000
1 of 11 Sheet Number
C W 1
10
Z 81
1
POINT
NORTHING
EASTING
ELEV
DESC
POINT
NORTHING
EASTING
ELEV
DESC
POINT
NORTHING
EASTING
ELEV
DESC
POINT
NORTHING
EASTING
ELEV
DESC
2
126507.50
188337.36
5028.24
PCR-FL
3
126507.10
188362.36
5028.01
PCR-FL
147
126512.18
188357.44
5028.34
PCR-FL
148
126515.29
188357.44
5028.45
SW
5
126510.50
188471.76
5027.00
PCR-FL
6
126514.58
18B509.74
5026.65
PCR-FL
149
126521.80
188357.43
502B.78
PCR-FL
150
126516.02
1BB476.29
5027.41
PI -FL
30
126464.74
188622.93
5025.87
PCR-FL
31
126459.51
188589.12
5026.07
PCR-FL
151
126519.00
188476.08
5027.59
PCR-FL
152
126525.99
188475.58
5028.00
FL
33
126447.92
188516.72
5026.51
PCR-FL
34
126443.88
188479.10
5026.73
PCR-FL
153
126530.88
188475.22
5028.29
PCR-FL
154
126517.89
188461.69
5028.70
SW
36
126440.44
188340.94
5027.84
PCR-FL
37
126441.15
188296.94
5028.38
PCR-FL
155
126524.77
188461.06
5028.84
PCR-FL
156
126519.01
188504.13
5027.32
PI -FL
38
126441.58
188270.17
5028.75
PCR-FL
39
126442.29
188226.18
5029.43
PCR-FL
157
126524.35
188503.58
5027.84
PCR-FL
158
126529.41
188503.40
5028.51
SW
123
126437.21
188231.10
5029.69
PI -FL
124
126436.71
188231.09
5029.71
SW
159
126525.04
188515.57
5027.24
PCR-FL
160
126530.95
188515.52
5027.36
SW
125
126429.72
188230.98
5029.85
SW
126
126429.81
188224.98
5030.18
SW
161
126439.43
188484.53
5027.04
PCR-FL
162
126438.87
188484.59
5027.06
SW
127
126436.81
188225.09
5030.04
SW
128
126436.66
188265.09
5029.15
PI -FL
163
126431.90
188485.26
5027.20
PCR-FL
164
126431.32
188479.28
5027.48
SW
129
126436.16
188265.08
5029.18
SW
130
126429.16
188264.98
5029.32
SW
165
126438.29
188478.61
5027.34
PCR-FL
166
126442.43
188512.37
6026.87
PI -FL
131
126429.07
188270.97
5029.47
SW
132
126436.07
188271.08
5029.32
SW
167
126441.86
188512.43
5026.90
PCR-FL
168
126434.91
188513.26
5027.04
SW
133
126436.07
188301.86
5028.65
PI -FL
134
126435.57
188301.85
5028.67
SW
169
126435.62
188519.21
5027.25
PCR-FL
170
126442.57
188518.39
5027.11
SW
135
126428.57
188301.74
5028.81
SW
136
126428.67
188295.74
5029.13
SW
171
126455.39
188594.92
5026.48
PCR-FL
172
126454.94
188594.99
5026.66
SW
137
126435.66
188295.85
5028.99
SW
138
126435.52
188335.86
5028.23
PI --FL
173
126448.03
188596.12
5026.80
PCR-FL
174
126447.02
188590.21
5026.83
SW
139
126435.02
188335.85
5028.26
SW
140
126428.02
188335.74
5028.40
SW
175
126453.86
188589.09
5026.70
PCR-FL
176
126459.04
188618.64
5026.34
PI -FL
141
126427.92
188341.74
5028.57
SW
142
126434.92
188341.85
5028.43
SW
177
126458.62
188618.71
5026.52
PCR-FL
178
126451.68
188619.67
5026.66
SW
143
126512.42
188342.45
5027.04
PCR-FL
144
126512.92
188342.45
5027.06
PI -FL
179
126452.51
188625.61
5026.62
PCR-FL
180
126459.44
188624.65
5026.48
SW
145
126515.25
188342.53
5029.47
PCR-FL
1461
126521.79
188342.73
5029.61
SW
u" n
C•1 267
/ 184 183
REN OVE INTERIM
1.00% ASF HALT PATCH
1 ■ ■so wow ■ ■
185 �C^:
0
186
0
m rn
7C o$
----� -- I --- FLU ---
m
m
0
m
A
I
I
FN DRIVEWAY'FN' DETAIL ,
214 213
218
O
I
C-
0
N
4.51 %
o
04
RIGHT OF WAY
215 1.
217
m
�
F�
r
S
- 13
m
I
REMOVE INTERIM
ASPHALT PATCH
m
0
I
�5025
I
I
S,_DRIVEWAY'IN'PROFILE
190
195
9 ■ ■
5025
I::::
219
■ ■ ■ ■■■
220
4 --
m
x I
m
r
D
z
m
v
0 I
0
---s•�-----
4 REMOVE INTERIM L4)
ASPHALT PATCH
cp
in
I
0
r, 0 3.47%
0
m /
M N
-0
x
o----
GS ORNEWAY'GS' DETAIL
194 1
1
REMOVE INTERIM
JS DRIVEWAY'JS' PROFILE
2.00
7G.
`\ 208
REMOVE INTERIM
ASPHALT PATCH '� 0.00%
RIGHT OF WAY
■■I
)�
IT
j !U6
0
m
10
v
0
C-
M
0
I
_ l
I
I
HN DRIVEWAY'HN' DETAIL
COORDINATE TABLE
210
--- 12--51325=
POINT
NORTHING
EASTING
ELEV
DESC
POINT
NORTHING
EASTING
ELEV
DESC
8
126534.38
188640.02
5025.83
PRC-FL
9
126537.86
188677.68
5025.60
PRC-FL
10
126540.68
188759.32
5025.17
PRC-FL
11
126540.54
188770.75
5025.11
PT -FL
12
126540.24
188789.28
5025.02
PCR-FL
13
126539.12
188858.27
5024.68
PCR-FL
14
126538.57
188892.27
5024.51
PCR-FL
25
126470.77
188940.78
5024.04 1
PCR-FL
26
126471.32
188906.79
5024.24
PCR-FL
28
126472.67
188709.57
5025.39
PCR-FL
29
126470.16
188671.47
5025.61
PCR-FL
181
126539.81
188644.45
5026.18
PCR-FL
182
126540.39
188644.40
5026.35
SWI
183
126547.35
188643.65
5026.49
SW
1841
126546.70
188637.69
5026.55
SW
185
126539.72
188638.47
5026.41
SW
1861
126542.39
188672.33
5026.01
PCR-FL
187
126542.96
188672.28
5026.19
PCR-FL
1881
126549.94
188671.74
5026.33
SW
189
126550.17
188674.73
5026.33
SW
1901
126543.19
188675.27
5026.19
SW
191
126465.51
188676.87
5025.92
PCR-FL
192
126465.09
188676.90
5025.94
SW
193
126458.11
188677.45
5026.08
SW
194
126457.62
188671.59
5026.35
SW
195
126465.13
188671.73
5026.20
SW
196
126467.34
188704.81
502535
PCR-FL
1 197
126466.92
188704.84
5025.77
PCR-FL
198
126459.95
188705.22
5025.91
SW
199
126460.27
188711.21
5026.12
SW
200
126467.24
188710.83
5025.98
SW
201
126545.60
188764.37
5025.48
PCR-FL
202
126546.13
188764.37
5025.73
SW
203
126553.13
188764.46
5025.871
SW
204
126553.15
188761.72
5025.83
SW
205
126549.28
188759.81
5025.831
SW
2061
126545.32
188784.36
5025.39
PCR-FL
207
126545.82
188784.37
5025.63
SW
2081
126552.82
188784.49
5025.77
SW
209
126552.72
188790.49
5025.76
SW
2101
126545.72
188790.37
5025.62
SW
211
126544.04
188863.35
5024.99
PCR=FL
2121
126544.54
188863.36
5025.01
SW
213
126551.54
188863.48
5025.15
SW
2141
126551.63
188857.48
5025.42
SW
215
126544.63
188857.36
5025.28
SW
2161
126543.65
188887.35
5024.87
PCR-FL
217
126544.15
188887.36
5024.89
SW
2181
126551.15
188887.47
5025.031
SW
219
1 126551.05
188893.47
5025.24
SW
220
126544.05
188893.36
5025.10
SW
221
126466.24
188911.71
5024.55
PCR-FL
222
126465.74
188911.70
5024.57
SW
223
126458.74
188911.59
5024.71
SW
224
126458.84
188905.59
5024.99
SW
225
126465.84
188905.70
5024.85
SW
226
126465.85
188935.70
5024.41
PCR-FL
227
126465.35
188935.70
5024.43
SW
228
126458.35
188935.58
5024.57
SW
229
126458.27
188940.55
15024.781SW
230
126465.27
188940.66
5024.64
SW
LEGEND
-
PROPOSED FLOWLINE
-
PROPOSED CENTERLINE
v�
Corn puter
File Information
Sheet Revisions
As Constructed
Project No./Code
-
®
mm dd
/ /yy
XXXXX
xxx
�` - SEAR BROWN
DRIVEWAY DETAILS
30522000
Creation Date:
01 \09\0 4Initials: BRJ
Last Modification Date:
03 25 04 Initials: BRJ®X
mm dd yy
XXXXX
XXX
No Revisions: mm/dd/yy
Full Path: L: JOBS
564020 civil Phasell Planset
R-X
mm/dd/yy
XXXXX
XXX
209 South Meldrun
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
mm dd
/ /yy
XXXXX
XXX
Ft. Collins, CO.80521-2603
970)482-5922
�ax:(970)482-6368
Detailer: B. JORDAN
Sheet Number 1 2
DrawingFile Name:
DWDE02.DWG
Void: mm/dd/yy
Acad Ver. R 15.06s Scale: 1 " = 5' Units: FEET
R-X
mm/dd/yy
XXXXX
XXX
www.searbrown.com
Sheet Subset: Subset Sheets: 2 of
3
C-1 28
t
4
I COORDINATE TABLE
238I
REMOVE INTERIM L23ASPHALT PATCH 3.43%4r
W
x
RIGHT OF WAY 237 rn
WMI "WON
24 z I
--- --- ---
36 F( o REMOVE INTERIM
D 4o M ASPHALT PATCH
m to
n to
46
--- 215■ <;,° , 0401 Ww
16
4.55 y 0 3.84y
m cli
5j
m
rn
0
n
D
-O
m
-o
0
n
1
U y j
i I
i
i
I I
m
x
m
v
0
`m
0
I 1
MN DI�IVEWAY'MM DETAIL
(DRIVEWAY TO BE DONE IN STREETSCAPE PROJECT)
COORDINATE TABLE
POINT
NORTHING
EASTING
ELEV
DESC
POINT
NORTHING
EASTING
ELEV
DESC
15
126535.40
189086.79
5023.53
PCR-FL
16
126534.75
189126.78
5023.33
PCR-FL
17
126534.14
189164.33
5023.14
DR -FL
18
126533.72
189190.32
5023.01
DR -FL
19
126531.48
189327.79
5022.32
DR -FL
20
126530.60
189381.79
5022.05
PCR-FL
23
126467.79
189123.69
5022.98
PCR-FL
24
126468.48
189081.70
5023.23
PCR-FL
231
126540.32
189091.87
5023.83
PCR-FL
232
126542.32
189091.90
5023.90
SW
2331
126547.82
189091.85
5024.01
SW
234
126547.92
189085.84
5024.28
SW
235
126542.42
189085.90
5024.17
SW
236
126539.83
189121.86
5023.67
PCR-FL
237
126541.83
189121.90
5023.75
SW
238
126547.33
189121.84
5023.86
SW
239
126547.24
189127.84
5024.07
SW
240
126541.73
189127.90
5023.96
SW
241
126463.39
189086.62
5023.54
PCR-FL
242
126462.89
189086.61
5023.56
SW
243
126455.90
189086.49
5023.70
SW
244
126456.99
189080.51
5023.95
SW
245
126463.00
189080.61
5023.83
SW
246
126462.87
189118.61
5023.35
PCR-FL
2471
126462.37
189118.60
5023.37
SW
248
126455.38
189118.49
5023.51
SW
249
126455.29
189123.99
5023.72
SW
250
126462.29
189124.10
5023.58
SW
251
126541.59
189167.45
5023.42
DRIVE
252
126541.26
189187.45
5023.43
DRIVE
253
126534.19
189167.33
5023.17
DRIVE
254
126533.87
189187.33
5023.07
DRIVE
255
126534.13
189195.72
5023.49
DRIVE
256
126532.14
189318.13
5022.87
DRIVE
257
126538.61
189330.91
5022.77
DRIVE
258
126531.96
1 189330.80
5022.37
1 DRIVE
259
126535.68
189376.87
5022.56
PCR-FL
260
126537.94
189376.90
5022.71
1 PCR-FL
2611
126537.39
188995.31
5024.49
MB
262
126546.39
188995.46
5024.67
1 MB
"n■ ■
59
20
0
0
KS DRIVEWAY 'KS' DETAIL
■
■■llW1IMl■■■
262 264 266
NORTH MID -BLOCK RAMP DETAIL
(RAMP TO BE DONE IN STREETS(
POINT
NORTHING
EASTING
ELEV
I DESC
POINT
NORTHING
EASTING
ELEV
DESC
263
126537.29
189001.315023.99
MB
264
126546.29
189001.45
5024.64
MB
265
126537.19
189007.315023.96
MB
266
126546.19
189007.45
5024.61
MB
267
126537.10
189013.315024.40
MB
268
126546.10
189013.45
5024.58
MB
269
126469.40
188994.20
5023.23
MB
270
126461.40
188994.07
5024.39
MB
271
126469.30
189000.20
5023.72
MB
272
126461.30
189000.07
5024.36
MB
2731
126469.201
189006.20
5023.69
MBI
274
1 126461.20
189006.07
5024.33
MB
275
126469.11
1 B9012.20
5024.13
MB
276
126461.1 1
1 189012.07
15024.29
MB
Corn
cuter f lie Iriiorrrlation
R-X
Sheet Revisions
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
XXX
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Full Path: L: JOBS 564020 civil Phasell Planset
mm/dd/yy
XXXXX
XXX
Drawing Fie Name: DWDE03.DWG
mm/dd/yy,
XXXXX
XXX
Acad Ver. R15.06s Scale: 1" = 5' Units: FEET
Imm/dd/yyl
XXXXX
XXX
SEAR• BROWN
209 South Meldrum
Ft. Collins, CO.80521-2603
970)482-5922
Fax:(970)482-6368
www.searbrown.com
} REMOVE INTERIM
j ASPHALT PATCH
I
' 251
I
i
17 253
268
RIGHT OF WAY
war!■ ■ ■ Illll1pp"w ■
267
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rn
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252 RIGHT OF WAY
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255
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RIGHT OF WA
wplr ■ ■ ■1""w■
270
271 273
SOUTH MID -BLOCK RAMP DETAIL
275
■ ■*�■ ■ ■
276
(RAMP TO BE DONE IN STREETSCAPE PROJECT)
LEGEND
MB
MID -BLOCK
DR
DRIVEWAY
FL
FLOWLINE
M
MEDIAN
PC
POINT OF CURVATURE
PCR
POINT OF CURB RETURN
PRC
POINT OF REVERSE CURVE
PT
POINT OF TANGENCY
-
FLOWLINE
-
ROAD CENTERLINE
As Constructed DRIVEWAY DETAILS Project No./Code
No Revisions: mm/dd/yy 30522000
Revised: mm/dd/yy Designer: J. DOMINGUEZ
Detailer. B. JORDAN
Void: mm/dd/yy Sheet Subset: Subset Sheets: 3 of 3 Sheet Number 13
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�R�
R—X
®
®X
Sheet Revisions
, SEAR *BROWN
209 South Meldrum
Ft. Collins, CO.80521-2603
(970)9 02 59222-6368
FaxAcad
www.searbrown.com
As Constructed
DRIVEWAY PROFILES
Project No./Code
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
xxx
No Revisions: mm/dd/yy
30522000
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Full Path: L: JOBS 564020 civil Phasell Plonset
mm/dd/yy
XXXXX
XXX
Revised: mm dd
/ /yy
Desi ner: J. DOMINGUEZ
DrawingFile Name: DWPR03.DWG
mm dd
/ /yy
XXXXX
XXX
Detailer: B. JORDAN
Void: mm/dd/yy
Sheet Number 16
Ver. R15.06s Scale:H:1 =10 V:1 =5 Units: FEET
mm/dd/yy
XXXXX
XXX
Sheet Subset:
Subset Sheets: 3 of
4
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Computer File Information
Creation Date: 01 \09\04 Initials: BRJ
Last Modification Date: 03 25 04 Initials: BRJ
Full Path: L:\JOBS\564020\civil\Phosell\Planset\
—Drawing File Name: DWPR04.DWG
Acad Ver. R 15.06s Scale: H:1 "=10' V:1 "=5' Units: FEET�X
DRIVEWAY 'K' PROFILE
50
Sheet Revisions
S EAR • B R OW N
209 South Meldnim
Ft. Collins, CO.80521-2603
970) 482-5922
Faxm/dd/tJyx_'Xi'x=xX brown. o
www.searbrown.com
www-searbrown.com
m/dd/yy
XXXXX
xxx
m dd yy
XXXXX
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GRADING AND � /
Creation Date: 01\09\04 Initials: BRJ (gam mm/dd/yy XXXXX XXX SEAR• BROWN
DRAINAGE PLAN 30522000
Last Modification Date: 03 25 04 Initials: BRJ R-X mm dd yy XXXXX XXX No Revisions: mm/dd/yy
Full Path: L: JOBS 564020 civil Phasell Planset R-X mm/dd/yy XXXXX XXX 209 South Meldrum Revised: mm/dd/yy Designer: J. DOMINGUEZ
mm dd Ft. Collins, CO.80521-2603
Drawing File Name: DRPL01.DWG / /yy XXXXX XXX Detailer: B. JORDAN
�970)482-5922
ax:(970) 482-63N Void: mm/dd/yy Sheet Subset: Subset Sheets: 1 of 3 Sheet Number 18
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Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX
mm dd SEAR •BROWN DRAINAGE PLAN 30522000
fication Date: 03 25 04 Initials: BRJ R—X YY XXXXX XXX No Revisions: mm/dd/yy
L: JOBS 564020 civil Phosell Planset R—X mm/dd/yy XXXXX XXX 209 South Meldn,m Revised: mm/dd/yy Designer: J. DOMINGUEZ
mm dd Ft. Collins, CO.80521-2603
Ile Name: DRPL02.DWG / /YY XXXXX XXX 970)482-5922 Detailer: B. JORDAN
R15.06s Scale: 1" = 20' Units: FEET mm dd �ax:(970) earbro 6368 Void: mm/dd/yy Sheet Subset: Subset Sheets: 2 of 3 Sheet Number gl
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PROJECT CENTERLINE
VARIES 83'-92'
k ROW
67.00
TYPICAL
* **
6.00 10.00
11.00
-- -.. - -- --
3.001, 10.00 11.00
- - ..
10.00
SIDEWALK
FURNISHING
ZONE
o
O�O
2-3x
2-32
CATCH SLOPES, IF
3 FT S RIPED MEDIAN ------------ ----- - _ - ----------- - ---
-- -- ----- -------- - - -
, WILL VARY WITH
NEEDED-
CONCRETE CURB &
(BY OTHERS) EXISTING
PAVEMENT TO BE
ADJACENT PROPERTIES.
GUTTER (SPECIAL)
REMOVED
AND REPLACED BY
(BY OTHERS)
CITY OF
FORT COLLINS FORCES
WEST
ELIZABETH STREET TYPICAL SECTION
AT INTERSECTION OF
SHIELDS STREET AND INTERSECTION OF CITY PARK AVENUE
STA: 10+50 - 11 +28
STA: 20+90 - 21 +31
PROJECT Wnmm
U
m�
1.00 SIDEWALK
FURNISHING
ZONE
CATCH SLOPES, IF
NEEDED, WILL VARY WITH
ADJACENT PROPERTIES.
U U
a
m U
- - - - - - - - ---- --- ----------------------------------------------------- --------•- - -- - ---------------- ------ -•------ ---------------------------- --
** * a �' ...... 11.00 6.00 10.00 ** 71
0 S
FURNISHING SIDEWALK 1.00 i ! a FURNISHING SIDEWALK 6 1.00
ZONE I ZONE
CONCRETE CURB &
GUTTER (SPECIAL)
(BY OTHERS)
* SIDEWALK WIDTH VARIES
7.0' DETACHED
7.5'-8.5' ATTACHED SEE NOTES
** FURNISHING ZONE
VARIES 0.0'-5.5'
VARIES 83'-92'
ROW ,,52
- _.
__._._ __.. _.-_
___. _ _
__
_... - -_.__-__._.._- _-____--�•
W-
67.00
TYPICAL
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7.00
10.00
11.00
11.00
11.00
10.00
7.00
**
FURNISHING
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1.00
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2-3%
-
- -
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0
-
-
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EXISTING
PAVEMENT TO BE
CURB TYPE 2
EXISTING PAVEMENT TO
BE CONCRETE CURB &
GUTTER SPECIAL)
CONCRETE CURB &
REMOVED
AND REPLACED BY
6 MOUNTABLE
SECTION
REMOVED AND REPLACED BY
-GUTTER (SPECIAL)
CITY OF
FORT COLLINS FORCES
(BY OTHERS)
CITY OF FORT COLLINS
FORCES (BY OTHERS)
(BY OTHERS)
WEST
ELIZABETH
STREET
TYPICAL
SECTION
WITH
RAISED
MEDIAN
* SIDEWALK WIDTH VARIES
STA:
11 +28 -
12+28
7.0' DETACHED
STA:
17+30 -
18+70
7.5'-8.5' ATTACHED SEE NOTES
STA:
20+18 -
20+90
** FURNISHING ZONE
VARIES 0.0'-5.5'
PRMCr GENIEIM
- ----------------------------- ---
-----------------
EXISTING PAVEMENT TO BE 2' INFLOW CURB AND GUTTER
_....
REMOVED AND REPLACED BY CURB TYPE 2 (SECTION IIB)
CITY OF FORT COLLINS FORCES
(BY OTHERS)
WEST ELIZABETH STREET TYPICAL SECTION
2' INFLOW CURB AND GUTTER
STA: 21 +81 - 22+56
NOTE: BIKE LANE TRANSITIONS
FROM STA 21+31 - 21+81
NOTES:
1. SIDEWALK AND FURNISHINGS SHALL BE
CONSTRUCTED BY THIS CONTRACT.
2. ALL CURB AND GUTTER, AND DRIVEWAY ENTRANCES
SHALL BE CONSTRUCTED AS PART OF THE WEST
ELIZABETH BIKE LANE PROJECT.
VARIES 83'-92'
ROW E W
U W
67.00 a
TYPICAL
m�
* 7.00 10.00 11.00 11.60 11.00 10.00 7.00
1.00 SIDEWALK SIDEWALK 1.00
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CONCRETE CURB & CONCRETE CURB &
CATCH SLOPES, IF GUTTER (SPECIAL) EXISTING PAVEMENT TO BE REMOVED AND GUTTER (SPECIAL)
NEEDED, WILL VARY WITH (BY OTHERS) REPLACED BY CITY OF FORT COLLINS FORCES (BY OTHERS)
ADJACENT PROPERTIES.
WEST ELIZABETH STREET TYPICAL SECTION * SIDEWALK WIDTH VARIES
WITHOUT RAISED MEDIAN 7.0' DETACHED
7.5'-8.5' ATTACHED
STA: 12+28 - 17+30 SEE NOTES
STA: 18+70 - 20+18 ** FURNISHING ZONE
VARIES 0.0'-5.5'
Computer File Information Sheet Revisions �� As Constructed-- Project No./Code
Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX '' SEAR. BROWNTYPICAL SECTIONS
Last Modification Date: 03 25 04 Initials: BRJ R-X mm dd yy XXXXX XXX No Revisions: mm/dd/yy 30522000
Full Path: L: JOBS 564020 civil Phosell Planset mm/dd/yy XXXXX XXX I
209 South Meidrum Revised: mm/dd/yy Designer J. DOMINGUEZ
Ft. Collins, CO.80521-2603
Drawingmmdd File Name: RDTY01.DWG / /yy XXXXX XXX (970)482-5922 Detailer: B. JORDAN
Acad Ver. R15.06s Scale: NTS Units: NA R-X mm/dd/yyl XXXXX jXxx Fax:(970)482-6368 Void: mm/dd/yy Sheet Number 2
www.searbrown.com Sheet Subset: Subset Sheets: 1 of 1
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r Creation Date: 01\09\04 Initials: BRJ rMM
/dd/yy XXXXX XXX lowoS E AR• BROWN
Initials:
R-X dd yy XXXXX XXX No Revisions: mm/dd/yy DRAINAGE PLAN 30522000
RJ
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it
Full Path: L: JOBS 564020 civil Phasell Planset /dd/yy XXXXX XXX 2o9South Me►drum Revised: mm/dd/yy Desi ner. J. DOMINGUEZ
dd Ft.Collins, CO.80521-2603
Drawin File Name: DRPL03.DWG/ /yy XXXXX XXX 970)482-5922 Detailer: B. JORDAN
Fax:(970)482-6368 Void: mm/dd/yy Sheet Subset: Subset Sheets: 3 of 3 Sheet Number 20
Acod Ver. R 15.06s Scale: 1 = 20 Units: FEET imm/dd/yyl XXXXX XXX wwwsearbrown.com
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LEGEND CALL UTILITY NOTIFICATION
,I CENTER OF COLORADO
SYMBOL DESCRIPTION
CRUSHER FINES 1-800-922-1987
1 'I OEM TREE GRATE OR 534-6700
,I I I CALL 2 BIISII4B33 DAYS DY ADVANCE
BEFORE
THE MARKING OF UNDERGROUND
E, OR EXCAVATE
BENCH TYPE 1
i 1
MEMBER UTHITIES
t Ij PA PLANTING AREA
j A POST TOP LIGHT FIXTURE
I � t (N.LC. 8Y CITY OF FORT COLLINS
I„ LIGHT & POWER)
I
HIGH MAST LIGHT FIXTURE S C A L E
(N.LC. BY CITY OF FORT COLLINS
1
LIGHT & POWER)
N O R T H 0 1 C' 20' 40'
I
I I i' I II
W;�,-' jl
>. i�
ALIGN
RJOINTS
WITHEDGE OFEXISTING
I CONCRETE 1602 ONCRETE WALK
WELSH, TFIOMAS
SIDEWALK 33 CURB CHASE_ 709
3 WITH TOP OF RAMP
Q CURB CHASE 709 r 0
AL ;
� I, — —�� CUR_ B CHASE_ 709 IN - - '
�, - , \ 30 ' SILVER MINE SUBS '
McDONALD CORPORATIONFIN
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a-
0 10+00 U) U i-n 0 N O N 3+00 j °r o n '^
I I — + 11 }00 7 OU � � + �r W o '
U
PA o f `r o + 5 Q N Q t t t �w Ti c✓
gti5 r,F �� — <� � N~Ja 1 ).CN'oiGx1 t
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t VV . PRESERVE AND PROTECT
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—- -
PAVING AT TREE CUT OUT
SCORE JOINT
PATTERN, TYP.
o
t €AL FENCE, TYP
f 28 28 58 L.F. ORNAONNCONCRETE WALL
2 CONCRETE PAVING AT
I (GONCRFTE CURB RAMP 3A I
DA602CONCRETE9 LIGHT POLES, TYR
29SIDEWALK SONIC DRIVE INN
- i
34
A AND E MILLER
II I I _ENTERPRISES
(CAMPUS WEST THEATER) ,
ji
1
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CAMPUS WEST CAR WASH
j I t
t, I ,I I I I •
j j I SCHRADEROIL .CO
Computer File Information Sheet Revisions As Constructed Project No./Code
Creation Date: 02\26\04 Initials: JM O LAYOUT PLAN - WEST
BHA Design Incorporated #30522000
Last Modification Date: 03 31 04 Initials: JM O 48031nnovafion Drive No Revisions:
Fort Collins, Colorado 80525
Full Path:Q:\Projects West Eliz Dw s AutoCAD larch O voice: 970.223.7577 Revised: Designer: JM AM
laz: 970.223.1827
Drowinq File Name: bho base 2-26-04.DWG O Detailer: cm
Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET O Void: Sheet Number 22
Sheet Subset: Subset Sheets: 1 of 3
287
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
°R 534-6700 °
CALL 2 BUSBVESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
SCALE:
NORTH 0 10' 20' 40'
welwo
r�
CRUSHER FINES
TREE GRATE
BENCH TYPE 1
PA
PLANTING AREA
POST TOP LIGHT FIXTURE
(N.I.C. BY CITY OF FORT COLUNS
UGHT & POWER)
HIGH MAST UGHT FIXTURE
I
(N.I.C. BY CITY OF FORT COWNS
UGHT & POWER)
CONSTRUCT RETAINING WALL BETWEEN
SIDEWALK AND PRIVATE SIDEWALK RAMP. COLLINS CAMPUS
RECONSTRUCT PORTION OF PRIVATE RAMP.! WESTLLC
(PANHANDLERS)
I i
I
I
CURB CHASE 709 I
30
I
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FIN
—p — - -
00
Ima. '''0::) ma
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mlstoU
to 00 — — -
r J a
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- CONC. PAVING AT
LIGHT POLES,TYP. 29
CONC. PAVING AT .
TREE CUT OUT,TYP. 29
BENCH, TYP.
T
n
1802 _ _CONCRETE
33 SIDEWALK
CURB CHASE 700
- - 3
h
SAINT PAUL'S EPISCOPAL
RESTRIPE EXISTING PARKING' Ix�X�]
X
:>< - T
EW K AND PLAZA -A _
NECT19NG TO STOREEf T
SIDE WAL
BENCH, TYP.
RELOCATE CROSS TO THIS LOCATION — --TT--
RELOCATE EXISTING SIGN TO THIS 85 LF ORNAMENTA 5
LOCATION FENCE 28 ,
Rw'PA a PA
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r -+- PA
a1 zz� a,ZL) NJ .
�o �a ioo rioo
F- U a0� NSF- Ma W
C U~ + W w 7 n O Q
N o U o CONTRACTOR SHALL
a a o d a d N a d o + w COORDINATE LOCATION OF
a N a J a EnJ a N a W EXISTING SEWER LINE
U I (EXPOSE)
J
U
1
TREE RATE, F. 2
RESET WHEELSTOP (TYP.)-
RESTRIPE EXISTING PARKING -
DIAMOND BILLIARDS I
I
r
I
,
y
Sheet Revisions
BHA Design Incorporated
4803 Innovation Drive
" Fort Collins, Colorado 80525
voice: 970.223.7577
fax: 970.223.1827
NICOL CAMPUS WEST
19+00
PA
SHRUB PLANTING, TYP. 4
28
cr
20+00
RELOCATE SITE FURNISHINGS
PA
N a J U
too
U � V
U
PA AKS% PA
I r.• 1 4
-�` PAVING AT TREE GRATE, TYP. 29
_N� W I-ANDSCAPED ISLANDS AT
i RELOCATED ENTRANCE
I PRIES AND OTECT FUR HINGSi
I !
i
/ CURB 0
- RECONFIGURED ISLAND
RESTRIPE EXISTING PARKING -
As Constructed
No Revisions:
Revised:
Void:
LAYO
Detailer:
Sheet Subset:
UT PLAN - MIDDLE
JM AM
CM
NICOL CAMW
+
0
N
Q
I
El
NI(
Project No./Code
#30522000
Subset Sheets: 2 of 4 Sheet Number 23
C!1 :.� 287
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NICOL CAMPUS WEST
RESTRIPE EXISTING PARKING
WEST ELIZABETH ST
21+00
n�
coal
n
06
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.-
r--
22+00
I
I
II
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MATCH EXISTING
WALK IN LINE
AND GRADE
i'
CAMPUS_WEST_L_LC_
(QDOBA) I
I
N
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HALF TREE GRATES, TYP.
I "
j I M
I N
I �
NHALFREE GRATE, TYP.29
PAM_.
J
PA
2'- 2'-6"
1602 CONCRETE
RESET WHEEL STOPS 33 SIDEWALK
2' BEHIND WALK (TYP.)
1
PAVING AT TREE GRATE, TYP.
- RESTRIPE EXISTING PARKING j
AND j
NICOL CAMPUS WEST
Q, 3
— BEGIN TYP. SCORE
PATTERN HERE
Uj
TW
1
23+00
BLEND GRADES AT PLANTER TO
- BE FLUSH WITH FINISHED
VPA
E OF NEW WALK
BEGIN TYP. SCORE
PATTERN HERE
'
12 � i II
I �
I
' I I
I i
I !,
II I
I �
I I
I �
! II
I �
I,
--RECONSTRUCT MEDIAN ENDS
24+00 _ 25+00
CONCRCTE CURB RAMP 3A
34
-RE NSTRUCT MEDIAN ENDS
1
LAYOUT NOTES:
1. COORDINATE IRRIGATION SLEEVE LOCATIONS WITH LANDSCAPE CONTRACTOR FOR ADJACENT
PROPERTIES.
2. COORDINATE ELECTRICAL CONDUIT LOCATIONS WITH ELECTRICAL CONTRACTOR (CITY OF FORT
COLLINS LIGHT & POWER)
3. INSTALL TREE GRATES & LEAVE OUTS FOR LIGHTS AS SHOWN ON DETAIL SHEETS BASED ON
STATIONS DELINEATED ABOVE.
4. ALIGN SCORE JOINTS ON CENTERLINE OF LIGHT POLES AND WITH CORNERS OF TREE GRATES
AND RAMPS AS SHOWN ON PLAN. EQUALLY SPACE REMAINING SCORE LINES TO FORM GRID
PATTERN WITH 12" WIDE BANDS AS SHOWN ON PLANS.
GENERAL NOTES:
CONTRACTOR SHALL COORDINATE WITH CITY OF FORT COLLINS LIGHT & POWER DEPT. TO INSTALL
HIGH MAST STREET LIGHTS AND PEDESTRIAN LIGHTS AT APPROXIMATELY THE SAME TIME AS THIS
CONSTRUCTION WILL OCCUR.
LEGEND
SYMBOL
DESCRIPTION
CRUSHER FINES
TREE GRATE
BENCH TYPE 1
PA
PLANTING AREA
®
POST TOP LIGHT FIXTURE
(N.I.C. BY CITY OF FORT COLLINS
LIGHT & POWER)
HIGH MAST LIGHT FIXTURE
I
(N.I.C. BY CITY OF FORT COLLINS
LIGHT & POWER)
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-6700 ENNER
CALL 2 HUSHMS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UMMES
SCALE: 1=20
N O R T H 0 10' 20' 40'
Computer File Information
O
O
O
O
Sheet Revisions
BFIA Design Incorporated
t 48031nnovation'Drive
Fort Collins, Colorado 80525
voice:970.223.7577
fax: 970.223.1827
As Constructed
LAYOUT PLAN - EAST
Project No./Code
Creation Date: 02\26\04 Initials: JM
No Revisions:
# 3 0 5 2 2 0 Q
Last Modification Date: 03 31 04 Initials: JM
Revised:
Designer: JM AM
Full Path:Q; Projects West Eliz\Dw s AutoCAD larch
Detailer: CM
Drawing File Name: bha base 2-26-04.DWG
Void:
Sheet Number 24
Sheet Subset:
Subset Sheets: 3 of 3
Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET
C - 1
287
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PLANT NOTE:
CALL UTfLrrY NOTIFICATION I
CENTER OF COLORADO i 1. MATERIALS SHALL BE INi ACCORDANCE WITH AAN SPECIFICATIONS FOR NUMBER ONE GRADE.
2. TREES TO BE BALLED AND BURLAPPED.
1-800-922-1987 li
_ 3. SHRUB BEDS SHALL BE MULCHED WITH SPECIFIED BARK MULCH PLACED OVER SPECIFIED WEED BARRIER.
OS 534-6700 DENVER 4. EDGING BETWEEN TURF !AND MULCH BEDS SHALL BE SPECIFIED STEEL EDGING. EDGING ABUTTING SOD OR GRASS SHALL
CALL 2 BUSMW DAYS IN ADVANCE i BE SET 1" ABOVE FINISHED SURFACE.
BEFORE YOU DIG, GRADE, OR EXCAVATE j
FOR THE 1[AREIIIG of UNDERGROUND I 5. QUANTITIES PROVIDED IN PLANT SCHEDULE ARE FOR INFORMATION ONLY. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
MEMBER UTMMS FOR PROVIDING QUANTITES' SHOWN ON PLAN.
6. A FREE PERMIT MUST BE; OBTAINED FROM THE CITY FORESTER BEFORE TREES OR SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY.
7. FIELD LOCATE UTILITIES PRIOR TO PLANTING.
n it ;,
8. MAINTAIN THE FOLLOWING SEPARATIONS-
S C A L E 1 "= 20' i I TREES - 10' FROM ,ALL WATER AND SEWER MAINS AND SERVICES
SHRUBS - 4' FROM ALL WATER AND SEWER MAINS AND SERVICES
9. ALL LANDSCAPE AREAS DISTURBED BY`CONSTRUCTION SHALL BE REGRADED AND SODDED WITH A BLEND OF 70%
N n R T H n 1 n' qn' 4n' FESCUE, 30% BLUEGRASS SOD.
I
10+00
— _ -F- _ 11+00
WEST ELIZABETH ST.
LANDSCAPE ITEMS
UNIT
QUANTITY
SOD
SF
6395
SOIL PREPARATION
SF
9196
WOOD MULCH
SF
2151
GRAVEL MULCH
SF
350
CRUSHER FINES
SF
300
FULL TREE GRATE
EA
9
1/2 TREE GRATE
SF
5
STEEL EDGER
LF
121
FENCING / PEDESTRIAN RAILING
LF
143
3 GL SK
MCDONALD CORPORATION
PLANT LIST
KEY
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
QUANTITY
DECIDUOUS CANOPY TREES
GL SK
I GLEDITSIA TRIACANTHOS INERMIS ' SKYLINE'
SKYLINE HONEYLOCUST
3" CAL.
BB
27
TOTAL 27
ORNAMENTAL TREES
MA JR
I MALUS 'RED JEWEL'
RED JEWEL CRABAPPLE
2" CAL.
BB
2
TOTAL 2
SHRUBS
CA DK
CARYOPTERIS X CLANDEONENSIS 'DARK KNIGHT
DARK KNIGHT BLUE MIST SPIREA
5 GAL.
CONT.
21
CA BM
CARYOPTERIS X CLANDEONENSIS'BLUE MIST'
BLUE MIST SPIREA
5 GAL.
CONT.
11
SP AW
SPIREA JAPONICA'ANTHONY WATERER' ANTHONY WATERER SPIREA
5 GAL.
CONT.
Y5
VI CA
VIBURNUM CARLESII KOREAN SPICE VIBURNUM
5 GAL.
CONT.
7
WE FL
WEIGELA FLORIDA'RUMBA' RUMBA WEIGELA
5 GAL.
CONT.
5
JU SB
JUNIPERUS SABINA'BUFFALO' BUFFALO JUNIPER
5 GAL.
CONT.
g
SY MK SYRINGA PATULA' MISS KIM' MISS KIM LILAC 5 GAL. CONT. 7
TOTAL 84
13+00
SILVER MINE SUBS
1
1
Z
m
xAl 00
I D —
CA
14� o
�2GLSKI
3 GL SK I
j
I
SONIC DRIVE INN
I j I MILLER
I '
(CAMPUS WEST THEATER)
II
II
'
CAMPUS WEST CAR WASH
i
SCHRADER OIL CO
i
Computer File Information Sheet Revisions As Constructed Project No./Code
Creation Date: 02\26\04 Initials: JM O PLANTING PLAN - WEST
BHA Design Incorporated # 3 0 5 2 2 0 00
Last Modification Date: 03 31 04 Initials: JM O � ' .: a8o3Innovation Drive No Revisions:
Full Path:Q; Pro'ecFort Collins, Colorado 80525
ts West Eliz Dw s AutoCAD larch O voice:970.223.7577 Revised: Designer: JM AM
Drawing File Name: bha base 2-26-04.DWG O fax:970.223.1827
Detailer: CM
Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET O Void: Sheet Number 25
Sheet Subset: Subset Sheets: 1 of 3
�_� u 281
I
I
r.
I
Y
µ
,
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-6700 DINENVEER O
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTQBfIES
S C A L E :: 1I — 201
N O R T H 0 1020' 40'
ID
2
WEST ELIZAB
r
16tO
—
00
D
g
AT&T
COLLINS CAMPUS
WEST LLC
(PANHANDLERS)
i
ST.
rn -
„
TREE PLANTING IN 1
PAVEMENT CUT OUT, TYP. 28
1 GL SK
17. I —
CZ
TREE PLANTING IN 2
PAVEMENT CUT OUT, TYP. 28
;8+0
3
SAINT PAUL'S EPISCOPAL
19+00
�+_ —
C�
11
-5SYMK
-- 4 CA DK
-8CADK
-2GLSK
20+00
NI_C_OL C1
0
4CABM N
1 GL SK 3 GL SK
4IGL SK 1 GL SK co
W
z
J
IF
! 7 VI CA+l e
I �
y41L 6 SP AW 1 MA RJ 1 p
6S AW
13 SP AW 1 MA RJ F�
TREE PLANTING IN e TREE PLANTING IN TREE
PAVEMENT CUT OUT, TYP. 28 GRATE, TYP. 28
00
DIAMOND BILLIARDS
NICOL CAMPUS WEST
Computer File Information
o
�
O
O
0
Sheet Revisions
BHA ' 4803InDmign
Innovation
r 4803 Innovation Drive
Fort Collins, Colorado 80525
voim 970,223.7577
fox:970.223.1827
As Constructed
PLANTING PLAN - MIDDLE
Project No./Code
Creation Date: 02\26\04 Initials: JM
No Revisions:
#30522000
Last Modification Date: 03 31 04 Initials: JM
Full Path:Q; Projects West Eliz Dw s AutoCAD larch
Revised:
Designer: JM AM
DrawingFile Name: bho base 2-26-04.DWG
Detailer: CM
Void:
Sheet Number 26
Acad Ver. R2004 Scale: 1" = 20 ' Units: FEET
Sheet Subset:
Subset Sheets: 2 of 3
C-1
287
n
Creation
Last Moc
Full Path
Drawing
Acad Ver
C. 1 241
r„
i
a-�
`s
i
it
j
kn
4
I
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I
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'i
I
GENERAL NOTES
I. STAKE DECIDUOUS TREES UP TO AND
INCLUDING 3" CAL. DO NOT STAKE
CONIFERS.
?. REMOVE STAKING AT THE END OF THE
FIRST GROWING SEASON AFTER PLANTING.
S. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL.
k TREE WRAP SHOULD BE INSTALLED AT
TIME OF PLANTING AND BE REMOVED NO
LATER THAN 12 MONTHS AFTER PLANTING.
i. OVER EXCAVATE PLANTING PIT TO 2 TIMES
THE DIAMETER OF THE ROOTBALL.
1" WIDE WEBBING WITH GROMMETS
GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN
BREATHABLE PAPER TREE WRAP APPLIED FROM
TRUNK FLARE TO FIRST BRANCH. WRAP PAPER FROM
BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER ALL
BARK. USE 910—DEGRADABLE PLASTIC TAPE TO SECURE.
PLANT TREE 1"-2" HIGHER THAN SURROUNDING SOIL AND
TAPER MOUND BACK INTO EXISTING GRADE
3" DEPTH CRUSHER FINES, FLUSH WITH FINISH GRADE OF
ADJACENT CONCRETE
TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS
LEVEL WITH, OR JUST BELOW, FIRST BRANCHES.
ADJACENT CONCRETE PAVEMENT
INSTALL SPECIFIED BACKFILL
REMOVE MIN TOP 2/3 OF WIRE BASKET
PULL BACK ALL BURLAP AND CUT ALL STRINGS
1 � TREE PLANTING IN PAVEMENT CUT—OUTS
28/ NOT TO SCALE
3'-0"
ROOTBALL DIA.
SCARIFY SIDES &
BOTTOM
I
4 SHRUB- PLANTING
28
EDGE OF PLANTING
AREA.
wo
kTERIAL
CONSTRUCT WATERING
RING AROUND SHRUB AT
EDGE OF PLANTING PIT
TO CONTAIN WATER TO A
DEPTH OF 2".
NOT TO SCALE
1.
GENERAL NOTES
. STAKE DECIDUOUS TREES UP TO AND INCLUDING 3"
;AL. DO NOT STAKE CONIFERS.
L REMOVE STAKING AT THE END OF THE FIRST GROWING
SEASON AFTER PLANTING.
S. TREE STAKES TO BE DRIVEN OUTSIDE OF ROOT BALL.
k TREE WRAP SHOULD BE INSTALLED AT TIME OF
'LANTING AND BE REMOVED NO LATER THAN 12 MONTHS
\FTER PLANTING.
i. OVER EXCAVATE PLANTING PIT TO 2 TIMES THE
XAMETER OF THE ROOTBALL.
1" WIDE WEBBING WITH GROMMETS
GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN
BREATHABLE PAPER TREE WRAP APPLIED FROM TRUNK
FLARE TO FIRST BRANCH. WRAP PAPER FROM BOTTOM
UP WITH SUFFICIENT OVERLAP TO COVER ALL BARK.
USE BIO—DEGRADABLE PLASTIC TAPE TO SECURE.
TREE STAKE. ADJUST TREE STAKE SO THAT TOP IS
LEVEL WITH, OR JUST BELOW, FIRST BRANCHES.
PLANT TREE 1"-2" HIGHER THAN SURROUNDING SOIL
AND TAPER MOUND BACK INTO EXISTING GRADE
MULCH RING
INSTALL SPECIFIED BACKFILL
REMOVE MIN TOP 2/3 OF WIRE BASKET
PULL BACK ALL BURLAP AND CUT ALL STRINGS
2 TREE PLANTING IN TURF AREAS
28
a '
5"X5" , 1 �
WELD POST TO PLATE
5 ORNAMENTAL METAL FENCE
28
NOT TO SCALE
PGRATE
AT CURB SL
CONC. CURB
AND GUTTER
3 _� TREE PLANTING AT TREE GRATES
28 /
1.
1" WIDE WEBBING WITH GROMMETS
I" YELLOW NYLON GUY ROPES (THREE
(PLACES), SET ROPES SLIGHTLY LOOSE
5' X 5' METAL TREE GRATE, WITH
ANGLE FRAME
1/2" AGGREGATE AT 3" DEPTH
OVER WEED BARRIER
EYE BOLT, THREE PLACES
CONCRETE TREE 29 29
GRATE SUPPORT
ADJACENT CONCRETE WALK
PLANTING MIX BACKFILL
COMPACTED PLANTING MIX TO
ELEVATE ROOT BALL
U U
N �
V) aZa p zi
W : .
w I I --I
U) n
2 1/2"o X 12 GA. POST a
1 "0 X 16 GA. PICKET " ° I
FINISH GRADE OF
CONCRETE WALK
EXPANSION JOINT M
11--d i
NOT TO SCALE
6 CONCRETE RETAINING WALL
28
NOT TO SCALE
ORNAMENTAL METAL
FENCE
2 1/2"0 X 12 GA. POST
5"X5" STEEL PLATE,
WELD POST TO PLATE
EXISTING CONC. PAVEMENT
NOT TO SCALE
Computer File Information Sheet Revisions As Constructed Project No./Code
Creation Date: February 26, 2004 Initials: CM o SITE AND PLANTING DETAILS
BHA Design Incorporated
Last Modification Date: March 31, 2004 Initials: CM 0 48031nt'n'tion "Drive
ora NO SITE
#30522000
Fort Collins, Colorado 80525
Full Path: Q:/Projects/WEliz/Dwgs/cd/Details/Detail Layout.dwg 0 voice:970.223.7577
fox:970.223.1827 Revised: Designer: AM, JM
Drawing File Name: Detail La out.dw 0 Detailer: CM
Acad Ver. 2004 Scale: NTS Units: NTS Void: Sheet Subset: Subset Sheets: 1 of 2 Sheet Number 28
C®1
287
.r ,rs
:.
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1
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II
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4
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V)
N\`
D000 a goo
5'-0" SQUARE
NOTE:
IDENTICAL SCORE JOINT
PATTERN ADN DIMENSIONS
SHALL BE USED AT TREE
CUT OUT LOCATIONS
TOOLED SCORE JOINT, TYP.
CONCRETE PAVEMENT
ALIGN SCORE JOINTS WITH
EDGE OF CONCRETE TREE
GRATE SUPPORT, AS SHOWN
EYEBOLT, THREE LOCATIONS 29 29
SEE TREE GRATE SUPPORT
DETAIL
5' SQUARE TREE GRATE WITH 60 % FRAME 29 29
TOOLED SCORE JOINT,
TYPICAL, SEE LAYOUT PLAN
-------.—.--- FOR SIDEWALK SCORE PATTERN
1 PAVING DETAIL AT TREE GRATE / TREE CUT OUTS
29 NOT TO SCALE
I" YELLOW NYLON GUY ROPE
TREE GRATE
EYEBOLT, 1 /4" DIA. X 3" LONG W/ 1 "
EYE, EMBED INTO ADJACENT
CONCRETE, THREE PER GRATE
TREE GRATE FRAME, POUR
CONCRETE CURB AND GUTTER
WITH CONCRETE LEDGE INTEGRAL
WITH FRAME
CONCRETE CURB AND GUTTER
1 3 g^ (SEE CIVIL DWGS. FOR DETAIL)
° 3/$"
IJ
e
04 ° p
°
' d n
e ° d
e
o
rl �, ° o To n ed e
GRAVEL MULCH
WEED BARRIER
3� TREE GRATE SUPPORT AT CURB
WWI
FACE OF CURB
BACK OF CURB
I" YELLOW NYLON GUY ROPE
TREE GRATE
EYEBOLT, 1/4" DIA. X 3" LONG W/ 1"
EYE, EMBED INTO ADJACENT
CONCRETE, THREE PER GRATE
TREE GRATE FRAME, POUR
TREE GRATE FRAME INTEGRAL
WITH ADJACENT CONCRETE
1 3/4" FCONCRETE TREE GRATE SUPPORT
EXPANSION JOINT
I I 1 3/4" '1n `in CONCRETE
PAVEMENT
N
a
r° e
o CLfk °
M Cry ° o o � jo a e #4 REBAR CONTINUOUS AROUND
° °4 e PERIMETER OF TREE GRATE
GRAVEL MULCH
WEED BARRIER
4 CONCRETE TREE GRATE SUPPORT
NOT TO SCALE 29
NOT TO SCALE
2 CONCRETE PAVING AT LIGHT POLES
29
ICRETE PAVEMENT
DIA. VOID IN CONCRETE, INSTALL
40TUBE SLEEVE TO 4' DEPTH WITH
' FLUSH WITH FINISH GRADE
X24" JUNCTION BOX (BY OTHERS)
)LED SCORE JOINT. TYP.
;E OF CURB
'K OF CURB
NOT TO SCALE
4
Computer
File Information
O
O
O
O
0
Sheet Revisions
BHA Design Incorporated
4803 Innovation Drive
" Fort Collins, Colorado 80525
voice:970.223.7577
fox:970.223.1827
As Constructed
SITE AND PLANTING DETAILS
Project No./Code
Creation Date: February 26, 2004 Initials: CM
No Revisions:
#30522000
Last Modification Date: March 31, 2004 Initials: CM
Full Path: Q:/Projects/WEliz/Dwgs/cd/Details/Detail Layout.dwg
Revised:
Designer: AM, JM
Drawing File Name: Detail La out.dw
Detailer: CM
rvoid:
Sheet Number 29
Acad Ver. 2004 Scale: NTS Units: NTS
Sheet Subset:
Subset Sheets: 2 of 2
0
a
a
a
ABC
AGGREGATE BASE COURSE
NTS
NOT TO SCALE
APPR
APPROACH
NO
NUMBER
BM
BENCHMARK
OC
ON CENTER
CBC
CONCRETE BOX CULVERT
OD
OUTSIDE DIAMETER
CDOT
COLORADO DEPARTMENT OF TRANSPORTATION
OHE
OVERHEAD ELECTRIC
CIP
CAST IRON PIPE
PT
POINT
CL
CENTERLINE
PT
POINT OF TANGENCY
CMP
CORRUGATED METAL PIPE
PCR
POINT OF CURVE RETURN
CTV
CABLE TELEVISION
PCC
POINT OF COMPOUND CURVE
CONIC
CONCRETE
PVRC
POINT OF REVERSE CURVE
CTRB
CONCRETE THRUST BLOCK
PVC
VERTICAL POINT OF CURVATURE
DIA
DIAMETER
PRC
VERTICAL POINT OF CURVATURE STATION
DIP
DUCTILE IRON PIPE
PVI
VERTICAL POINT OF INTERSECTION
E
EAST
PVT
VERTICAL POINT OF TANGENCY
ELEV
ELEVATION
RT
RIGHT
EOA
EDGE OF ASPHALT
ROW
RIGHT—OF—WAY
ESMT
EASEMENT
R
RADIUS
EXIST
EXISTING
RCP
REINFORCED CONCRETE PIPE
FT
FEET (FOOT)
SAN
SANITARY SEWER
FHY
FIRE HYDRANT
STA
STATION
FL
FLOW LINE
S
SOUTH
G
GAS
SER
SERVICE
GALV
GALVANIZE
SHT
SHEET
HBP
HOT BITUMINUS PAVEMENT
STL
STEEL
HP
HIGH POINT
STM
STORM SEWER
HPG
HIGH PRESSURE GAS
S/W
SIDEWALK
HORZ
HORIZONTAL
TYP
TYPICAL
INV
INVERT
TOP
TOP OF PIPE
LT
LEFT
TOW
TOP OF WALL
LF
LINEAR FEET
UGE
UNDERGROUND ELECTRIC
LP
LOW POINT
UGT
UNDERGROUND TELEPHONE
LPG
LOW PRESSURE GAS
VCP
VITRIFIED CLAY PIPE
LVLD
LOVELAND
VERT
VERTICAL
MIN
MINIMUM
VC
VERTICAL CURVE
MAX
MAXIMUM
W
WEST
N
NORTH
GENERAL NOTES
1. THE CONTRACTOR SHALL HAVE IN THE CONTRACTOR'S POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE
PLANS AND SPECIFICATIONS WHICH HAVE BEEN APPROVED BY THE OWNER.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER REPRESENTATIVE OF ANY PROBLEM IN
CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS
CONSTRUCTION.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE
CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PEOPLE OR OTHER DEVICES NECESSARY TO PROVIDE
FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
4. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE PROJECT PLANS, TECHNICAL
SPECIFICATIONS AND THE CITY OF FORT COLLINS DESIGN CRITERIA AND CONSTRUCTION SPECIFICATIONS. ALL WORK WILL
BE INSPECTED AND APPROVED BY THE OWNER REPRESENTATIVE.
5. ANY CONSTRUCTION DEBRIS OR MUD TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED IMMEDIATELY BY
THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY THE
CONTRACTOR'S CONSTRUCTION. THE CONTRACTOR SHALL PROPERLY BARRICADE THE CONSTRUCTION SITE UNTIL
CONSTRUCTION IS COMPLETE.
UTILITIES
1. UTILITY LINES AS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE
CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL CALL 1-800-922-1987
FOR UTILITY LOCATIONS AT LEAST 2 WORKING DAYS (NOT INCLUDING INITIAL DAY OF CONTRACT) PRIOR TO ANY DIGGING.
2. ALL UTILITY ADJUSTMENTS WILL BE CONSTRUCTED BY CONTRACTOR, UNLESS OTHERWISE NOTED IN THE PLANSET.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES (INCLUDING DEPTHS) WHICH MAY
CONFLICT WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR, AT THE CONTRACTOR'S OWN EXPENSE, SHALL PROTECT ALL
EXISTING UTILITIES AND BE RESPONSIBLE FOR THEIR REPAIR IF THEY ARE DAMAGED DURING CONSTRUCTION AND SHALL
HOLD THE CITY AND ENGINEER HARMLESS FOR ANY DAMAGE TO UTILITIES DURING CONSTRUCTION. ALL WORK PERFORMED IN
THE AREA OF EXISTING UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES.
EARTHWORK
1. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED AND WILL NOT BE
PAID FOR SEPARATELY.
2. DEPTH OF MOISTURE — DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:
FULL DEPTH OF ALL EMBANKMENTS
BASES OF CUTS AND FILLS 0.5 FOOT
BASE OF ALL ROADWAY PAVEMENT, CURB & GUTTER, VALLEY
GUTTER, DRIVEWAYS, AND SHOULDER AREAS TO A 6 INCH DEPTH.
3. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T180.
4. ALL EXCAVATED MATERIAL NOT USED, WILL BE DISPOSED OF BY THE CONTRACTOR. THE WORK WILL NOT BE PAID FOR
SEPARATELY, BUT WILL BE INCLUDED IN THE WORK.
CONSTRUCTION
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE JOB SITE AT ALL TIMES. NO
ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING, DITCHES, PIPES, OR ANY OTHER TEMPORARY DRAINAGE APPURTENANCE
NECESSARY OR ORDERED BY THE OWNER REPRESENTATIVE TO REASONABLY DRAIN THE JOB SITE THROUGHOUT CONSTRUCTION.
2. CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY FROM DAMAGE INCLUDING DRIVES, FENCES, RETAINING WALLS,
TREES, VEGETATION, ETC. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE
WITHIN 24 HOURS OF NOTIFICATION BY THE OWNER.
3. THE CONTRACTOR IS ADVISED THAT ALL TREES AND SHRUBS ARE TO REMAIN UNLESS SPECIFICALLY NOTED TO BE
REMOVED IN THE PLANS. CARE SHALL BE TAKEN TO PROTECT ALL TREES AND SHRUBS FROM DAMAGE DURING
CONSTRUCTION. ALL DAMAGES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE.
4. NO WORK SHALL BE BACKFILLED UNTIL CONSTRUCTION HAS BEEN INSPECTED AND APPROVED FOR BACKFILLING BY THE
CITY REPRESENTATIVE.
5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ASPHALT PAVING AND ANY UNSUITABLE MATERIALS IN COMPLIANCE WITH
SECTION 200 OF C.D.O.T. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," DATED 1999.
6. THE CONTRACTOR SHALL PROVIDE A CERTIFIED SCALE AND CERTIFIED WEIGHER AT THE POINT OF LOADING FOR ALL
AGGREGATES, CEMENT, FLY ASH, AND WATER DELIVERED TO THE PROJECT. A CERTIFIED TICKET SHALL BE PROVIDED FOR EACH
LOAD OF MATERIAL DELIVERED TO THE PROJECT. THE TICKET SHALL SHOW GROSS, TARE AND NET WEIGHTS. THE CONTRACTOR
I
SHALL NOT DELIVER ANY LOAD EXCEEDING THE LEGAL WEIGHT LIMIT. DELIVERY OF ANY OVERWEIGHT LOADS MAY RESULT ON
WITHHOLDING OF MONTHLY PAYMENT FOR THE RELATED ITEM.
7. FOR PRELIMINARY PLAN QUANTITIES OF BITUMINOUS AND COVER COAT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED::
AGGREGATE BASE COARSE (CLASS 6) 0 133 POUNDS PER. CU. FT.
BITUMINOUS PAVEMENT 0 148 POUNDS PER. CU. FT.
TACK COAT DILUTED EMUL. ASPH. (SLOW SETTING) 0 0.05 GALS. PER SO. YD.
8. THE METHOD OF PAVEMENT MARKING REMOVAL SHALL BE AS APPROVED BY THE ENGINEER.
GRINDING SHALL NOT BE PERMITTED, UNLESS APPROVED BY THE CITY.
Com puter File Information
Sheet Revisions
As
Constructed
Project No./Code
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
XXX
S�AR•BROWN
GENERAL NOTES
Last Modification Date: 03 25 04 Initials: BRJ
R—X
mm dd yy
XXXXX
XXX
No Revisions: mm/dd/yy
30522000
Full Path: L: JOBS 564020 civil Phoselt Planset
f —X
mm/dd/yy
XXXXX
XXX
209 South Meldn,m
Revised:
mm dd
/ /yy
Designer J. DOMINGUEZ
DrawingFile Name: GENO01 .DWG
dd
mm / /yy
XXXXX
XXX
Ft. Collins, CO.80521-2603
970) 482-5922
Detailer: B. JORDAN
Acad Ver. R15.06s Scale: NITS Units: NA
R—X
mm dd
/ /-
XXXXX
XXX
Fax:(970)482-6368
www.searbrown.com
Void:
mm/dd/yy
Sheet Subset:
Subset Sheets: 1 of 1
Sheet Number J
C,1 287
+
I
•
&' STANDARD DETAILS FOR RAISED MEDIAN GEOMETRY
LARICOUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWING
STREET STANDARDS DATE: 03/01/02 801
V.
5'
1r
14"
Broom finish
CORNER LOCATION
woos tlost *40 thm ramp
5' Broom finish
8'
2'-0"
;:
P
Crab (optional)
anon beds of vie* (typ.)
n finish
5' I 6 I
(min.) -I
8"
MID -BLOCK LOCATION
N
0
c
SECTION A -A
NOTES:
1. " 6" niblateaa appfiee to antYe ramp erea•
2• " 1:25 unless a landing behind ramp (then ramp can be 1:12.)
3. Scoring: See CONST. DWO. 1607.
4. Tile Red Concrete: See CONST. DWO. 1007.
ACCESS RAMP DETAILS
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/01/02 1603
TIE PROSEDTO
EXISTING PARKINNGG LOTRCURB
EXISTING EDGE OFNOTE:
I ASPHALT WITHOUT CURB WHERE NO EXISTING
I PARKING LOT CURB
II
IN AREAS OF ATTACHED SIDEWALK, I EXISTS, PROPOSED CURB
SEE ROADWAY PLAN FOR WIDTH IN
SIDEWALK
SIDEWALK WIDENING WILL BE I WILL END AT THE FRONT
AT DRIVEWAY ENTRANCES I OF THE DETACHED WALK.
'
TOOL JOINT 6" 1" RADIUS O
------- -- --- -----I------
--�---1 ASPHALT
'<
'
4" COMPACTED ABC 1
w _j F'
w
(NO VAPOR BARRIER) FOR PARKING/
ODPAVED <W
AREA Al BACK OF WAL
�—
a f71
SEE ROADWAY PLAN FOR WIDTH
-- — —
MONOLITHIC
CONCRETE CURB AND 'Ps.
GUTTER/BIKE PATH
x
4" COMPACTED ABC TRANSITION TO FULL 6" CURB
+, 'z (NO VAPOR BARRIER) FOR LANDSCAPE BEHIND HEIGHT OVER 3 FEET
BACK OF WALK Ie
48 1•12
A SIDEWALK DETAIL
NTs 6.5' WALK ACROSS DRIVEWAY TYPICAL DRIVEWAY DETAIL
r B NTS
SECTION A -A
Computer
File Information
Sheet Revisions
�>
j
Creation Date:
01 \09\04 Initials: BRJ
xxx
SEAR•BROWN
mm/dd/yy
XXXXX
ter
Last Modification Date:
03 25 04 Initials: BRJ
R—X
mm dd yy
XXXXX
XXX
Full Path: L• JOBS
564020 civil Phasell Planset
CRC
mm/dd/yy
XXXXX
XXX
209 South Meldrum
'
Drawing File Name:
GEDT01.DWG
C-R�
mm/dd/yy
XXXXX
XXX
Ft. Collins, CO.80521-2603
970) 482-5922
Pax:(970)482-6368
'
Acad Ver. R15.06s Scale: NTS Units: NA
mm/dd/yy
XXXXX
XXX
www.searbrown.corn
L
m
SA" Rolled Steel Tread P
(diamond pattern)
Dimension Variable
/
C Retaining Screws at
4'-0' or as Directed
Notes: PLAN VIEW
Lenglh�50 nNW Sfael Tread Plata
1. Chase n dealer pa varies. L = 1 t µ' x 1 1/4, x 1 1µ' 12' x 1' Flat Head Mach.
2. Chase and cover plate nn horn Screw Brass or Electro-galy.
Right of Way line to flow line inisse n a finish
approved by the Engineer.
With curb walk, cover plate extends - Angie iron lo be druiad and
from property line to top of walk two. - o. threaded to receive screw.
- Concrete to be drlied to allow
screw (typical both aides).
onNeW>; d 1arhor SECTION CC
(40cal both aides)
GUMtJINATION CURB, GUTTER, AND SIDEWALK
'\ 6' VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A -A (2 VIEWS)
J
STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK
IARIMER COUNTY
URBAN AREA CONSTRUCTION REVISION NO: DRAWING
UDRAWINGS
STREET STANDARDS DATE: 08/07/00 709
VARIES FROM 48"-60"
2.00%
a a
O d
0
24"
6"
4 d ------------ V
o n a
a d
da O
a
MONOLITHIC CONCRETE CURB AND GUTTERBIKE PATH
NTS
As Constructed
GENERAL DETAILS
No Revisions: mm/dd/yy
Revised: mm/dd/yy Designer: J. DOMINGUEZ
Detailer: B. JORDAN
Void: m m/dd/yy
Sheet Subset: Subset Sheets:
1 of 5I Sheet Number
C`
d ,.
30
Z41
n
i
I
e
t..
t
I
,
ti
4
t.r..
,1
(, e.
e
r Post
(2aF12)
T
Sheet curb
2 11,r Anchor
(22F12A31)
See Figure +6-1
CRITERIA FOR SINGLE POST
Tex. Sion Pencil
Base Sheens
Poet Sae "
3rx38"
2.25'x22Sx3'-0'
2"xrx1()`-0"
12 Gauge
NOTES:
1. Attach to sign panals #** Io es poet and use oversized Bashers to peep she sign hem braft Imes
foam the poet when hit by a vehicle.
2- Sign per" should be mrolsded a nnI h Lmn of 7 Aet above the pavement or ground.
3. Signs larger than 38 kx*m in length or width requYe wind bowing and spend poet design.
4. Sleeve and poet ant square steal tube (perforated).
5. AN "No Paddng" signs shall be Installed at 45" from Flow Line.
SIGN POST
LARIMER COUNTY URBAN AREA CONSTRUCTION REVISION NO: DRAWING
DRAWINGS
STREET STANDARDS DATE: 08/07/00 1401
to"
2'-2w
S-4"R
8'-0"
2'-3"R
2'-6" t e-11
2'-6"
�1 2e-3"
W-0"
R7-98
MUTCD Designation
COLOR SCHEDULE
LEGEND, CIRCLE DIAGONAL, BORDER RED
BACKGROUND N MTE
'P" 'ARROW" 'BIKE LANE" BLACK
NO PARKING SIGN DETAIL
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA
STREET STANDARDS DRAWINGS DATE: 03/01/ 02 1402
2'-2"
1
S-4"R
—T-2'-6" 2' I-6 2"-3• 2'-3bR 8"-0"
2 3'
co
V-11«2 -6
2e-6«
2'-3-
5-9- 6'-0"
RIW TURN PAVEMENT ARROW DETAIL
N.T.S.
PAVEMENT'ONLY DETAIL
N.T.S.
LEFT TURN PAVEMENT ARROW DETAIL
N.T.S.
a+arY�1.WwM�rr
WMY b M mnMYlovrrlYM
-eOq M Nbneeem 4Ye W MM
WlbnhnY«M«N nYn ferlp
Yrn.+Y b M «tp N
Rlr«Ib ue"b.wyw!
.Mal+ N«n"'f"n Men,Ym-M
,EMI /«/ W (YoE aiwee�b
Ooluey F e«Y,/ Hk: «Y N EY
W .la Irrldreuee'ue�
h«M tCY a m'a,eE m M M«
abra,Y,e+lbFip«nrYp
w,bbar rwb
IV,
36r
kVOp
(k1 Reb)
uYr,rr —�
Flow Line
'
-I
PH
' 1
I
4" White Line
cue
hs
asr'ures
,«n «pbMbFbleN py/
E/Y! eIM wl,at0 w «OMb
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tlwu W MNW bNwY
pvewa M n N blTol.n�y
M N O W e. eb/{1q po«t ro nv.
ewer NYY+Ye+lrp �F
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rwrbb.+.an W
Yyr.MMlm
4�
;a1z.
//-��
00
20'r.
�gl
o..b4. �
a•�"ee
STANDARD PAVEMENT MARKINGS W/TURN LANE
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAINING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/02/01 1404
TYPICAL BICYCLE LANE PAVEMENT MARKINGS
1ARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAINING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/01/02 1406
`PAVEMENT MARKINGS
Computer File Information Sheet Revisions As Constructed Project No. o
�GENERAL DETAILS � /C de
Creation Date: 01\09\04 Initials: BRJ mm/dd/yy XXXXX XXX" SEAR• BROWN
Last Modification Date: 03 25 04 Initials: BRJ R—X mm dd yy XXXXX XXX No Revisions: mm/dd/yy 30522000
Full Path: L: JOBS 564020 civil Phasell Plonset ® mm/dd/yy XXXXX XXX 209South Metdnml Revised: mm dd Designer: J. DOMINGUEZ
tam dd Ft. Collins, CO.80521-2603 / /yy
DrawingFile Name: GEDT02.DWG / /yy XXXXX XXX (970)482-5922 1 Detailer: B. JORDAN
Aced Ver. R15.06s Scale: NTS Units: NA ®X tam/dd/yy www.searbrown.com XXXXX XXX ax.(970)482-6368 Void: mm/dd/yy 31
Sheet Subset: Subset Sheets: 1 of 5 Sheet Number
C
297
n
•ma'YJ
:.v•.•.-
GENERAL NOTES IC t�/` e•�e•�
,. ON CIMVEB 3 DECREES OR SHARPER, CURBS AND/OR CURERS r '1 1'/i I C A
. 4'/i t'/2• 4�/z ''/2• ARE m BE PACED ON THE ARC OF THE CURVE UNLESS 07M MM NOTED ON NEW
w—wiR1"� ) THE PLANS. A MAXIMUM CHORD LENG'IN of 10 FEET MAY BE USED WHEN THE A A' I• PAYELIENr .. _T' J •., tY
:- A /2 DECREE OF CURVE IS LESS THEN 3 DECREES. • RDIDNAr :' /4 .: t: 3• 1• .
t PAVEMENT ' •• DEFORMED 8LR5 ; DEFORMED MRS (---3'---I t•
RI
t D "! ROPE 1• WY. Y 2. CONCRETE SHIM E'L CLASS B. ..a.• �4. '•' . . �J' ,r •'` •• • 3/4 A A J - A _ 1
1 _ /Fr. sLovE T•/FT ,'/i • t'/i •
Ir
OPE
A • ' ! • - A Ff. SPACNC • e FT. SPACNG FILL SLOPE . • a. �. *A FILL �
' • '- . a PROFILE CRAOE of CURBS NID C1117E1S sI1ALL BE LOOTED AT THE HDw INE. 1•-s• T'-6• (6 ) .. 1 ; y{ , AVF{ ENT _ L ' e ( ) OUS RDLDSLO CONCRETE c1�tB 4'
L,....� f
TL ROADWAY
4. a
• ` �- r 02' DEPTH WHEN USED AS A F SPECIFIED ON THE PANS. J/4 • z 12' DEFORMED REINFORCING BARS AT 6 FOOT SPACNG. ASPHALT OR CONCRETE 1
,- .. ' GROUTED IN 1 r HOLES N EXISTING CONCRETE.
CROSSPAN N AN INTERSECTION •'r % .. ' ': GROUT m CONSIST a 2 PARTS CLEAN sNND AHD 1 PNTT CFIQNT. P9ptT AT 2•
CURB AND G I I R _ I Y P > ♦ EIWANSDN JOIMS SHALL BE NSTALIFII wNEn ABIITIIID �xsRNO CONCRETE OR :: ,..- ASPHALT _�_ 2 CURB AND GUTTER TYF E 2 r
LDER
(SECTION 113) (SECTION LIB) GUTTER TYPE 2 SHALLFIXED EXTEND 1 DDEEPEXPANSION M14 OF CONTACT MACE TINCIC � '
oosr a NsrNATION u m IE INCLUDED N THE PRICE DID FOR CDIRa
(6" BARRIER - 1' GUTTER) (6• BARRIER - 2' GUTTER) CURB TYPE 2 CURB TYPE 2 AT CONCRETE PAVEMENT
to CUTTER CROSS SLOPES TOWARD
BE 1/ N./FT. WHEN DRNHIFIG AWAY FROM CURD AND CURB TYPE 4 CURB TYPE 4
1N/Fr WHEN ORATING TOWARD t�8 (6" BARRIER) (6" MOUNTABLE) CURB TYPE 6
SECTION (SECTION M� (6"BARRIER) (6" MOUNTABLE) 4" MOUNTABLE) (SECTION M)
WHEN TIE BARS ARE REQURED, THE aRTER THICKNESS SHALL BE INCREASED TO) (SECTION B,(SECTION M� WILANIOUS OR CONCRETE (WITH WY -WAY*) AS SPECIFIED.
THE PAVEMENT THICKNESS (I). EARS SHALL BE EPDXY -COATED 044 CCONFORNW4 TO
AASHTO M 284M NA SPACED 2 FT.-e IN. THEY SHALL BE INSERTED T/2 AW 1/2 A KEY -WAY MAY BE OMITTED WHEN PUKED LOW GU0RDRM..
TTER LENGTH INTO THE CU. A �"'� /_ B• 4' A
I 7'
C B A 1'/2 FL 6' 4• A
40 B' S -S•
C �,. C i i % 2Tt IUXIAM SLOPE
61
T oI
• • A •• ••. ••• `.. . SIDEWALK
e
LEGEND
FOR RADII
A a '/e• TO'/4•
B 7
C . , /2•
D 11/2' TO 2'
1 t /4
1
EXISIM FOP OR 4 :� • y i•t'/4
.� - I • . CONCRETE PAVEMENT t. • .
L L •�•..' � 61/2• T'-S t/2 4'/2t'I4 4/2f I2
CURB TYPE 4 (EPDXY) * (ASFIKT OR 21/2
CURB AND GAITER- TYPE 2 CURB AND GUTTER TYPE Z CURB AND GUTTER TYPE 2 * CONCFM SHALL DDNM 1.5 PWW PER CUBIC YARD
(SECTION IM SECTION IIM (SECTION B) (SECTION M) CONCRETE PAVEMENT OF APPROVED POLYPROpflM FIBERS,
( ) (SECTION MS) AND MAY FAME A NOMINAL "TECATE Siff OF 3/6NM
(6" MOUNTABLE - 1' GUTTER) (6" MOUNTABLE - 2' GUTTER) (4" MOUNTABLE WITH SIDEWALK 1 CURB TYPE 4 (KEY -WAS I THE CONCRETE AWL HAVE A MINIMUM
CORE a CUTTER
p (SECTION B) (SECTION M) CDMP% fVE STRENGTH' OF 3.000 PSI•
FACE OF CURB /
MN� 6' 7HI0( OR / e' TRVNSIIION wFFa THERE u No
/2• l POf PAVFIENT DESIGN 'I`" // SIDEWALK IS SEErT&CK FROM W� F•— CUO a cLrtTER 4 FT. WIN. DFFH�ENrIY Twwsnafl (sfF PLANS)
P u wrom ♦ � H7tEFTIBED W 2 Gl EE2 ' / qNO FOR vm OF PAN LINE I CURB TRNHSIIION YANG - -2% TRANS"
IIAXWIW SLOPE JOINT LATERAL TRANS" ORyFWAY, SEE GRAVE
- 4' _.r GUTTER ( W 2 +. /�i ' !?., SEENOT FLOWUHE CURB To-1 MAX• A- - _..• �' T -i '/e' m 1/1'
: - v L._ PAN LINE GRADE '^E' ♦ F ' •%' it . A I A 2
m HE BUILT *0 —}— TO LiE BUILT WHEN �\
A WOOLED JOINT 15 RF10111RED WHEN
POPA' GUTTER (M'E 2) ' CUTTER (TYPE 2j \ AY `� / / �•.- CURB TRANSITIONS.
• , ORNENAY AND WING 1Ml •LiE "
SEE PLANS FOR THE WRB a SIDEWALK IS RE ARE PITIED EXPANSION JOINTS SHALL BE PLACED IS NOT RE 6 REQUIRED '
CURB a CUTLER SEPARATELY OR MONOUIFNCALLY. N THE RE THAN AT INTERVALS OF THIS AREA SHWL BE POURED MONOUDIGLLY WITH CURB AND ..'..- - ..
TYPE NOT MORE THAN S00 FT. •"Dj �`. �A / FLOW'LNE CURB ACROSS MEASIMED AND PAD FOR AS THIS JOINT REQUIRED WHERE LENGTH OF
® GUTTER AND PAID FOR AS 'CONCRETE PAVEMENT' P. Q•' ` (�•) - DRIVEWAY AND GUTTER CONCRETE PAVEMENT _
CONCRETE SIDEWALK +FLow LIVE IOCJYIXIN YAl1 8E FSTABLLSFIED BY w/z SFDYN pf PUNS v?��qg / N � � � WILL
TRANSVERSE CONTRACTION FEET.
JOINT
SI EWA K EXPANSION JOINT c/ BE AAS *CURB � c�xRtm•
CONSTRUCTION OF CONCRETE ! TO BE POURED LbMamnrxLY FOR CONCRETE PAVEMENT jDRIVEWAY5�
GUTTERS AT INTERSECTION CURB CUT FOR DRIVEWAYS CONCRETE PAVEMENT (DRIVEWAYS)
(WITHOUT ATTACHED SIDEWALK)
SECTION A -A
EID REM
BD ITEM NCLUOFS SIDEWALK TRANSITIONS
CURB
DON�pETTE
6• DRIVEWAY WIDTH SHOWN ON PLANS 6'
..� Ej
DRIVEWAY
EMWAENTROIi
2x
TE
SIDEWALK
LK
3
2x
2%
Izi
2x
12 ,
12:1
DRIVEW
A(rR.)
I r �
TAPa L.— B I
6'
LEGEND
FOR RADII
A 1/e• TO 1/4•
B1'
C1/2•
D 11/2' TO 2'
e• DRIVEWAY WIDTH SHOWN ON PLANS 6,
—D
CONCRETEPEDESTRIAN (ryp
SLOPE %M ( CF m N US,
A I CONCRETE SIDEWALK
C 2% 2x 2x C
_ WIDTHSHOWN ON PLANS
121
e• . . I'
USE
.. ! • _ 1EPDXY CEWENT
PLAN VIEW
D CONCRETE
CONCRETE DRIVEWAY ENTRANCE
TYPE 1
CUB a GUTTER
PLAN VIEW
`
CONCRETE DRIVEWAY ENTRANCE TYPE 2
GONCREIE PAVEMENI PAY ARA
CONCREIL PAVDNENI PAY AREA
e' DRIVEWAY WIDTH 61.
wow SHOWN ON PUIRS
TRANSITION SHOWN ON AAS TRANSITION
6. 6'
VARIES •- 6' to 0
C
4'
4•
CONCRETE
EPEDE�SIRAN
6' 4•
6• 6'
6•
e•
/
CONCRETE �NaET
SIDEWALK
SECTION A —A PAVEMENT
CONCRETE
PAVEAENT
SECTION C—CC
DRI"KY IWASITION SIDEWALX WIDTH
ApMN ON PING SHOWN ON PAWS -
Ir
� e• e. Wle a dams-
YARD e� alTe a GUM
Tf .i.: '• ( e. il:� _-3ry
I `•
•. t'4n •T-y y
I
DRIVEWAY
(BY OTHERS) SECTION 13-13
fffamm SECTION D—D
my opim)
ON
COMOME
CURB a GUTTER
CONCRETE
cum am GENERAL NOTES
CONCRETE
PEESIWIW an
RAMP WITH 12RIV 1. AVOID PLACING DRAINAGE STRUCTURES, TRAFM SHGNALDRIVEWAY
-
TP
CONCRETE
SLOPE (lYP) EQUIPMENT, UcEOTHER OBSTRUCTIONSSDPjSIDE
FRONT RAMP SSA
SIDEWALK CURB CURER
'�
OURB a Guru 2. FOR THE CURB AND GUTTER SHOWN.
SEE PLANS FOR CURB TYPE
-
-
-
3. RAMP SLOPES SHALL NOT BE STEEPER THAN 12:1.
..
TYPE 1 ISOMETRIC VIEW
TYPE 2 ISOMETRIC VIEW 4. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB
Corn uter f- ile Information
Sheet
TO BE INCLUDED IN THE COST OF THE CURB RAMP. -
Revisions
As
Constructed
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
77
XXXXX
xxx SEAR• BROWN
GENERAL DETAILS
Project
No./Code
Last Modification Date: 03 25 04 Initials: BRJ®X
mm dd yy
XXXXX
XXX
No Revisions: mm/dd/yy
30522000
Full Path: L: JOBS 564020 civil Phosell Planset
R—X
mm/dd/yy
XXXXX
XXX 209 South Meldn,m
DrawingFile Name: GEDT03.DWG
��
mm/dd/yy
XXXXX
Ft. Collins, CO.80521-2603
XXX
Revised:
mm/dd/yy
Designer: J. DOMINGUEZ
(970) 482-5922
1 Detailer: B. JORDAN
Acad Ver. R15.06s Scale: NTS Units: NA
Imm/dd/yyl
XXXXX
XXX Fax:(970)482-6368
Void:
mm/dd/yy
www.searbrown.com
Sheet Subset: Subset Sheets:
1 of 5 Sheet Number
32
C-1
287
O1 �
W
1z1z�yy"AH
W
J
m
in
m
W
U
U
Q
Z
Q
Sgo,
a�ccalr
o n-
W
N q j 9
o oaaw ir
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING
URBAN AREA DRAWINGS
STREET STANDARDS DATE: 03/O1/02 1407
14
d
BLUE PAINT
°
° NDTE, Cm tmu t skkwalk with Joints at IW
r
and aligned with scorkp an curb.
4 ,
ATTACHED SIDEWALK DETAIL
DETACHED SIDEWALK DETAIL
R 1,W - /4 SUB TNICK{IESS
.a
a
G
a
• ' • 4
• y
WEAKENED PLANE JOINT
1' rM. (M)
3/8' Expanabn
Jokrt mterlal
°
R1/4' 1/4'-J
4 ,
° ° ..
4
1/e• .. ,
n
• 4
Q �
INSTALL WEN PM RING ADJACENT TO
VAULTS DR IITNER EXISTING STRUCTURES.
EXPANSION JOINT
SIDEWALK DETAIL
LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAIIING
URBAN AREA DRAWINGS DATE: 03/02/01 16 02
STREET STANDARDS
1
,r 1
1 6- WP = I r
' rrnnc rruN,
HANDICAPPED LARKING SPACE PAINTING DETAIL
? NTS
Computer File Information
R—X
®
®X
Sheet Revisions
SEAR• BROWN
209South Meidrum
Ft. Collins, CO.80521-2603
970)482-5922
�wwv searbrown.com
As Constructed
GENERAL DETAILS
Project No./Code
Creation Date: 01\09\04 Initials: BRJ
mm/dd/yyl
XXXXX
XXX
No Revisions: mm/dd/yy
30522000
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Full Path: L: JOBS 564020 civil Phosell Planset
mm/dd/yy
XXXXX
XXX
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
Drawingmm File Name: GEDT04.DWG
dd
/ /yy
XXXXX
XXX
Detailer: B. JORDAN
Void: mm/dd/yy
Sheet Number 33
Acad Ver. R15.06s Scale: NTS Units: NA
mm dd
/ /yy
XXXXX
XXX
Sheet Subset:
Subset Sheets: 1 of
5
n A +
287
3'
.��
4' SW FOUNDA 10 4•
F
7
210
ADJUST WATER VALVEBOX
EACH
0
0
210
ADJUST JUNCTION BOXES
EACH
25
25
210
RESET BENCHES AND BIKE RACKS
EACH
3
3
210
RESET BUSINESS SIGNS
EACH
6
6
212
TURF SOD
SF
6395
6395
212
SOIL PREPARATION
SF
9196
9196
213
WOOD MULCH
SF
2151
2151
213
GRAVEL MULCH
SF
350
350
213
CRUSHER FINES
SF
300
300
213
FULL TREE GRATE W/ FRAME
EACH
9
9
213
1/2 TREE GRATE W/ FRAME
EACH
5
5
214
DECIDUOUS TREE (211 CAL)
EACH
27
27
214
ORNAMENTAL TREE (1-1/2" CAL)
EACH
2
2
214
SHRUBS (5 GAL)
EACH
84
84
214
STEEL EDGER
LF
121
121
403
HOT BITUMINOUS PAVEMENT (PATCHING) (ASPHALT) 6"
TON
50
50
514
FENCING / PEDESTRIAN RAILING
LF
143
143
604
SIDEWALK CHASE W/ 5/8" METAL PLATE
LF
91
91
608
CONCRETE CURB RAMP
Sy
32
32
608
CONCRETE SIDEWALK (6 INCH)
Sy
2459
2459
608
UPGRADES TO SIDEWALK (COLOR) (ALTERNATE)
Sy
2459
2459
608
CONCRETE APRON
Sy
51
51
609
CURB TYPE 2 (6" BARRIER) (SECTION B)
LF
50
50
622
BENCH SEATING (ALTERNATE)
EACH
4
4
623
IRRIGATION SLEEVES (6" DIAMETER)
LF
730
730
626
MOBILIZATION
LS
1
1
Com uter File iriformut1W)
R—X
®
R—X
sheet Nevisions
r
209 South Meldrum
Ft. Collins, CO.80521-2603
(970) 482-5922
Fax:(970)482-6368
www.searbrown.com
As Constructed
SUMMARY OF APPROXIMATE
QUANTITIES
Project No./Code
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
XXX
No Revisions: mm/dd/yy
30522000
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Full Path: L JOBS 564020 civil Phosell Planset
mm/dd/yy
XXXXX
XXX
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
Drawingmmdd File Name: GESQ01.DWG
/ /YY
XXXXX
XXX
Detailer: B. JORDAN
Void: mm/dd/yy
Sheet Number 4
Acad Ver. R15.06s Scale: NTS Units: NA
mm/dd/yyl
XXXXX
XXX
Sheet Subset:
Subset Sheets: 1 of 1
C. 1
Z 87
0
PROPOSED SIDEWALKS
STATION / LOCATION
OFFSET
TO
STATION / LOCATION
OFFSET
SQ YD
10+22 ELIZABETH/NORTH
84' LT
TO
11+54
34' LT
207
10+29 ELIZABETH/SOUTH
52' RT
TO
22+59
42' RT
1234
13+37 ELIZABETH/NORTH
44' LT
TO
20+14
53' LT
952
SIDE WALK WEST OF CITY PARK
39
SIDE WALK EAST OF SHIELDS
27
TOTALS
2459
EARTHWORK TABLE
BORROW (TON)
EXCAVATION (C.Y.)
PAY ITEMS
BORROW (TON)
350 (195 C.Y.)
FOR INFORMATION
ONLY
EXCAVATION (C.Y.)
166
TOTAL
350 (195 C.Y.)
166
"ALL EXCAVATION MATERIAL TO BE HAULED OUT OF THE PROJECT BY THE CONTRACTOR. COST IS INCLUDED IN THE EVACUATION.
ADJUST MANHOLES
STATION / LOCATION
SIDE
TYPE
QUANTITY
17+31
46' RT
SANITARY
1
TOTALS
1
Computer File Information
Creation Date: 01 \09\04 Initials: BRJ
Last Modification Date: 03 25 04 Initials: BRJ R—X
Full Path: L:\JOBS\564020\civil\Phosell\Planset\�X)
Drawing File Name: GETA01.DWG
Acad Ver. R 15.06s Scale: NTS Units: NA
Sheet Revisions
Z—�
SEBRO�WN
209 South Meldrum
Ft. Collins, CO.80521-2603
9T0) 482.5922
�wwwsearbrrown.com
As Constructed
TABULATION OF ITEMS
m/dd/yy
XXXXX
xxx
No Revisions: mm/dd/yy
m dd yy
XXXXX
XXX
m/dd/yy
XXXXX
XXX
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
m/dd/yyl
XXXXX
XXX
Detailer: B. JORDAN
Void: mm/dd/yy
m/dd/yy
XXXXX
XXX
Sheet Subset:
Subset Sheets: 1 of
t
.t
30522000
1 Sheet Number
J
2 87
I
,
LEGEND
II I 3
---- - - --- -- -- ---- -- ---- EXISTING FEATURES .-_._.._._._ - _ _ _ _._.____._ PROPOSED FLOWLINE
EXISTING GAS LINE - PROPOSED CENTERLINE
h I (SEE SURVEY CONTROL PLAN FOR HORIZONTAL CONTROL)
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE PUBLIC ACCESS AND UTILITY EASEMENT
I I I i Ii TEMPORARY CONSTRUCTION EASEMENT
1 ! 3 I �i — ■■■o■■■■■■■■■■.■■■
I I � 1 �G—=�■--=_='� EXISTING STORM SEWER
! —w— I�'—w — — EXISTING RIGHT-OF-WAY F -- o� EXISTiNG STORM INLET
EXISTING STORM MANHOLE — SECTION LINE
— w �--w— EXISTING WATER LINE
— — — — — — 1/4 SECTION LINE
I1 I i EXISTING WATER VALVE
Ij- — — — — — — — — — - 1116 SECTION LINE
—uarrEXISTING UNDERGROUND TELEPHONE
I W 1 j I EXISTING TELEPHONE MANHOLE
3 I Z I! I EXISTING ELECTRICAL MANHOLE
W I t t-,.-I\ '-' — —' i ,' EXISTING CONCRETE TO BE REMOVED
EXISTING PAVEMENT TO BE REMOVED
DETAIL NUMBER 0 20 40 60 ; I
7T DETAIL REFERENCE SHEET
I Q % �ti� :I li file'• J i
` i; SCALE IN FEET
_
---------- — r - - - - - - - - - it I I
— it
RECONSTRUCT SIDEWALK ASPHALT SIDEWALK
ASPHALT SIDEWALK ASPHALT SIDEWALK s 1 —
/ TO BE REMOVED i CHASE TO BE REMOVED
TO BE REMOVED
REMOVE DRIVEWAY EN CE
AND ASPHALT. REP E NTH
t; LANDSCAPED AREA
I \\y
) -=-- - _a- -- - -`REMOVE DRIVEWAY \ --- �-- -- -_--
4-1
`+
r
-
'I
5
I
/
r,,.,r ; , �. i i—� — r I �t \ _ Gj4,r io — —
I it — N
{ - - _ - - _
171
�}■_ —
.i-1-"Y�' � - - — — __ i __— -L^• 'f ��, .—pgy,— —�yy,— _M'Sq,,— I —
;-
- _— __ — _—---_--- — —
----- {I _
w---w-\—w---w--^—w---� w-1 +Po' w— c�� +�—' ----- ---c ——G'rCS— _ -- — - — -- — ------------- —-----------, — —
\ 1; 1 I —w— Kw--_—_ —w— —+ — —w_-- —w-- —w— --- —w— —N'— —w— 'I ...
ts." --w-- — —w— — —w —w— ——w..._.� — —�—
r ..
WEST ELIZABETH—
& \ \ ,,.., ;_e•eµ, �-- —=_ — —_-= —_--_ -_-_- _—__ - ..,. ., _ „ __--per
Y, -- _ ' — —
~..
-
_— _ — — —
—
{'
—
—
Tit t I it
i re 7 REMOVE DRIVEWAY
- - --- ADJU
STi------ ADJUST CURB STOP
CUB
jI t A II t i 3 I
STOP t I I \ ASPHALT SIDEWALK ij !
\ i
JL t \ TO BE REMOVED it11
�— ---- —}�� - -- --- — \ I I \\ 1 ADJUST CURB STOP
i
I
t �I � � ! \ j 1 `I � � I ► !I � I \ i li
!� I 1 yitI v I jl
I \ I i i
p
-----------
IN
'I I 11 it II I-
- TTL
Computer File Information Sheet Revisions As Constructed Project No./Code
Creation Date: 01 \09\04 Initials: BRJ mm/dd/yy XXXXX XXX P-1100*�SEA�R*BR�OW�N�
DEMOLITION PLAN
Last Modification Date: 03 25 04 Initials: BRJ R—X mm dd yy XXXXX XXX No Revisions: mm/dd/yy 30522000
Full Path: L: JOBS 564020 civil Phosell Planset R—X mm/dd/yy XXXXX XXX 209South Meldnm Revised: mm/dd/yy Desi ner: J. DOMINGUEZ
mm dd Ft. Collins, CO.80521-2603
DrawingFite Name: RMPL01.DWG �L-Y� / /YY XXXXX XXX 970)482-5922 Detailer: B. JORDAN
Fax:(970) 482-6368 Void: mm/dd/yy Sheet Number 6
Acad Ver. R15.06s Scale: 1" = 20' Units: NA ®X mm/dd/yy XXXXX jxxx www.searbrown.com Sheet Subset: Subset Sheets: 1 of 3
2 87
RELOCATE SIGN AND
CROSS
REMOVE EXISTING CURB,
AND RESTORE ASPHALT
jI 1603 N DETAIL NUMHEK I _ i!
l l 9? DETAIL REFERENCE SHEET i G
l RELOCATE SIGN AND j !;
CROSS i !!
1 l ASPHALT SIDEWALK TO BE REMOVED ADJUST SANITARY
SEWER MANHOLE
I ill
— / 1 1 _ _Z\AD
/I f I I i �� I RELOCATE SIGN JUS7 CURB STOP
77
i
- ----�
+�.--� {
--� —
h
___ _ _.___ ___—. _ _ __ _•,-____ __ ___�.._ ___._- - __ _--- ___ - -- Tom_ __
P
.
---
_
a
f
:xix I
_ - _ _ _ --- _— —_._ NiR �.'—.. ____- ___...
I ADJUST CURB STOP 1 RECONSTRUCT
1 -- -----
-- - - - - - - -._._ - ... _. 1 - SIDEWALK CHASE
REMOVE & PROTECT SITE
FURNISHINGS FOR RELOCATION
RECONSTRUCT SIDEWALK CHASE -- -
— � Ih
, _ --- nsl
WEST ELIZABETH
— - _ - - __ =_ -_ RELOCATE SIGN -- -
i
- - --
- - - -
- ► .
—f�— — w— — —w— — —w— — —w— — —w —w— — —w : ,. � —w— — —w— —w— •. ; w— w--- — �
— }— ----w---w— _ / — —wf —w— — w —w— — —w— .
--- --w— w---w --w
ADJUST CURB STOP _ — — — — —w— — —w— — —w— — —w— — —w— — —w— — --w—
_ _"--° -- °---°-1-- — — --°---—- --- °— —-
a-- — ° — — —o— —O— — — — — — — — — — -
- ------------------ -- -- --- - - — --- - --- — — - - -- - - - — — — — — — — — — — — — — — — — —
o—
„-a o —
._ — __ — __ _________ _____—___._________ __-__ _________ _ _ _ — — — _----- _-__.-______-_._____________________—___ __ ----- ____-
_ _ _ n --r, —�— .— _ _ ___ _ _ __ _ — — — _ _ - _ _- _ _-__-_
. ,. _ i. _:1�-�i _ J ii � I __ is � i' Y. _ •• _ —. - —� _
r � :; :: RELOCATE I - ` ',� • ,,, - - = e _ — — -
e
i
a
----- \ \ II
!
'"x�!-•• ----�-----------� \ � !
i
-I. � I a
`�, I I ----- ADJUST CURB STOP,
1 u h REMOVE EXISTING
! ~t DIRFjCTIONAL LIGHTS I _ . I 1 ! /� �� ADJU T SANITARY RELOCATE EXISTING SIGN \ - SET wHELL STOPS 2' BACK
j i I / SEWER MANHOLE I REMOVE EXISTING ISLAND FROM EDGE OF WALK
REMOVE SHRUBS I - - - --- -- - - - --- --�- -i --- r--- ; •/.-, i \
NORTH OF PATIO ! - f - ' - '
( { ADJUST CURB STOP REMOVE DRIVEWAY I REMOVE EXISTING ISLAND
' ! ! I ? I i ; I - REMOVE & PROTECT BIKE
i REMOVE DRIVEWAY `� l ! { i ----------- - - - - - ----_ _--- - 1 - - -- = - -- - -- - ---- - --_-RACK_-fOR_-RELQCA n.0N----------- --- --- -- -- - ----
! -r-- - - - --_ - 1 / - - - --- - - - - --- - - ---------------------------------------- ------------------------- - --- --- -- - -- - - _
' -- —
DEMO EXISTING WALKWAY REPLACE WITH
l I_
GRASS AND NEW PLAZA AREA r \ � \ - 'L r, ! I MODIFY SIDEWALK TO I { ;I !
PRESERVE EXISTING TREE M ! j { ! j \
I , <
i--------- \ ;!
j l
i \ PRESERVE & PROTECT BENCH
i i 1 IN CURRENT LOCATION
I 1
! I n'--- —
- -s _ -- ------ — _—
I
0 20 40 Bb
SCALE IN FEET I i t
Corte puter File Information
R—X
®X
Sheet Revisions
$EAR •BROWN
209South Meidnim
Ft. Collins, CO.80521-2603
(910)482-5922
Fax:(970)482-6368
I www.searbrown.com
As Constructed
DEMOLITION PLAN
Project No./Code
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
XXX
No Revisions: mm/dd/yy
30522000
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Revised: mm/dd/yy
Designer: J. DOMINGUEZ
Full Path: L: JOBS 564020 civil Phasell Planset
mm/dd/yy
XXXXX
XXX
Detailer: B. JORDAN
DrawingFile Name: RMPL02.DWG
mm dd
/ /YY
XXXXX
XXX
Void: mm/dd/yy
Sheet Number %
Sheet Subset:
Subset Sheets: 2 of 3
Acod Ver. R15.06s Scale: 1" = 20' Units: NA
mm/dd/yy
XXXXX
Ixxx
C - 1 287
0
Y"
�n
�♦i'
R
b
f'
Zb Y
Y
f � F
+
M+• V
�
9`
r.'
Y�
•t
d.-
�
A 1+00 =
10+76.96
11+00
199.55'
a
io
N
10+ 0
CENTER o LINE
0
$g o
SECTION * ! LINE
15
NAST CENTER 1/16 SECTION 15
T7N,R69W
3 1/4" ALUMMUM CAP
CFCCAI CONTROL POINT 463
B 1 +00 -
`11+47.74
g C 1+00 =
b 11 +77.58
212+00
13�00
CL2
0
OD D 1+00 =
0 13+22.82
1 14+00
E 1 +00
14+34.27
0
cn
G 1+00 =
15+18.60
15+00
C3
F 1+00 - CL1 Li
cn 14+92.13
OD
� m
� A
W
Computer
File Information
R—X
Sheet RevislOns
Creation Date: 01 \09\04 Initials: BRJ
mm/dd/yy
XXXXX
XXX
Last Modification Date: 03 25 04 Initials: BRJ
mm dd yy
XXXXX
XXX
Full Path: L: JOBS 564020 civil Phasell PIanset
mm/dd/yy
XXXXX
XXX
Drawing File Name: SUPL01.DWG
mm/dd/yy
XXXXX
XXX
Acad Ver. R 15:.ags Scale: 1 " = 50' Units: NA
jmm/dd/yyj
XXXXX
XXX
o
LO
H 1 +00 = LO
16+04.10 ob
17+00
17+05.09
ROO�S E �AR * BROWN
209 South Meldrum
Ft. Collins, CO. 80521-2603
(970)482-5922
Fax:(970) 482-6368
www.searbrown.00m
m
WEST ELIZABETH STREET
18+00
J 1 +00 S89'04'05"E
17+54.70
w
LO
in
LO
19+00 i
LO
to
K 1 +00 =
19+35.63
w
in
to L 1 +00 =
Lwo) /20+07.18
z
z
21+00
----i
730.37'
0 50 100 150
SCALE IN FEET
M 1+00 =
121+83.92
z /22+00
CURVE TABLE
CURVE
LENGTH
RADIUS
TAN
CHORD
CHORD DIRECTION
DELTA
CL1
200.54
1000.00
1100.61
200.20
S85-11'13"W
11-29'24"
CL2
200.46
1000.00
1100.57
200.13
1 N85-11'05"E
11.29' 9"
As Constructed
SURVEY CONTROL PLAN
No Revisions: mm/dd/yy
Revised: mm/dd/yy Designer J. DOMINGUEZ
Detailer: I B. JORDAN
Void: mm/dd/yy Sheet Subset: Subset Sheets: 1 of 11 Sheet Number
23+00
1s .
NAST 1/4 NCTION 15
T7N, 69 W
3" ALUM UM CAP
(ILLS IBLE)
CPCCJI CONT L POINT 462
Pi
287