HomeMy WebLinkAboutIMPROVEMENT DISTRICT 74 WEST MULBERRY STREET - Filed STR-STREETS - 2011-04-26.� REVISIONS ADDED AUGUST 1980
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� CITY OF FORT COLLINS, COLORADO
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CRESTMORE TO TYLER
PROJECT AREA SHEET INDEX
COVER
■ POUONE V4L `• ? MOU NTAtN �_
M � 6�74NOV/EW r
NIGN SCN00 CEMETERY ,4 2 , TY P. SECTIONS
3m PLAN & PROFILE 3+00 W. TO 0+00
� SSE O I TC/ TY
4. PLAN & PROFILE 0+00 TO 5+00
` A ' c, QQv /
OL
t f
WOOD CT ° ! 50 PLAN & PROFILE 5+00 TO 10+00
' MAG `T QN1GP /i
IBERRY
�
6. PLAN & PROFILE 10+00 TO 15+00
7.
PLAN & PROFILE 15+00 TO 20+00
1 HOMER
lCALi 1a•Y6
`�`�T T' 8. PLAN & PROFILE 20+00 TO 2 5+00
�' PLAN & PROFILE 25+00 TO 30+00
nT 10. PLAN & PROFILE 30+00 TO 33+00
TRANSITI N DETAILS
a MOORE SCNOOL 11. OHEET S
i
FE
JCT. 9 DETAIL ` SHEET
120
W 13. DETAIL SHEET
CI-160 SHEET I OF
N
sUFfvEY
R�011111
1 6Zoo
1 60.00
1 -58.00
■ 56.00
1 54foo
152.00
50.00
STA 30t00 7V 3/f00 .SOUTH
CONSTRUCT CURB i' GUTTER
MATCH EX/ST/NG.
N
10
Q
X
MULBERl�Y STf�EET L/M/PHALT
REMOVALa
)f00 L/MREMO✓ LPf/ALT 3fr'00 32400 .33+00
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b"W k
T T
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7. o O =_= o
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A. .3ot00 TO aft 7.JY .SOUTH
_ LONSTRUCT WAL K
r !2 5' GONST. ESMT. �I �I MATCH EX/ST/NG .
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o�h �? Q m�
pQ �Wti 4!hh 1 Q� NOTE
h tE W I` r Z W w l(� k v d STA. 24t50 TO 30 � SO
CENTERLINE OFFSET FROM
Q O O � ryl � � Q � V SURVEY L /NE 2' .SOUTH.
m bW� 'erg
CID
aairo �►°0nu�
50G4.00
I i
I I
6200
6o.00
/VOTE ALL /VOKrA/-.SOUTH ELEY
ARE AT FLOWUNE.
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3ft00
REVISIONS: I CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
,m
m
DESIGNED: I DRAWN:
dB. TLs
SCALE: BOOK:
NOR/Z. ILG. 57
VERT. !"=2"
APPROVED:
CHECKED: DATE:
M./R I Nov /9? 79
W. MULBERRY STREET
PLAN a PROF/LE
� I
SG.00 ■
54.00 1
5200 1
50.001
48 00 1
SHEET /O
OF
C!- f6 0
X
d
•O
OFFSET FROM FLOWLINE
EAST OF TAFT HILL NORTH SIDE
Lo
STATIONS 23475 TO 25.2E STATION OFFSET STATION OFFSET
v
(SEE SHEETS 8 + 9 OF 7o Flowline
CURVE DATA
T
a FLOWLINE BACK OF WALK R =800'
a C : 77.y(o'
L = 77.49'
Ln
M N
T = 38.77'
E = 0.94'
a �
23+75 (PC)
0.0
2y4-55
14.00
23}85
0.06
2y+65
y.88
23+95-
0.25
2y+75
5. (03
2y+OS
0.56
2y+85
6.25
2+15
1. 00
2y+95
6.75
2y+25
).56
25+05
7.12
2y+35
2.yy
25.15
7310
24+y5
3.014
25t-25
7149
(P.T.)25453.37(PC)
3.75
(PT) 25429.7�
750
h 4�
r ho h N a vhj s t� dJ o �' N NORTH NORTH SIDE
-
1 M fn T T ? ? ? lr> h 4>
N N N N N N N N N N N (V N cv N N
SCALE
o io 20 i+.
Flouline OFFSET FROM FLOWLINE
00 CURVE DATA
* N STATION OFFSET STATION OFFSET
ol
M +' R =1000.00'
T �
A=3°23'26"
C= 59.17'
FLOWLINE
L = 59.18'
BACK OF WALK T= 29.60'
E = 0.y4'
Ln T SOUTH SIDE
23+75 (PC)
0.00
2y+45
2.33
23+85
0.05
2y+55
2.77
23;95
0.20
2 `1 +65
3.10
214105
0.,15
2y+75
333
24+ 15
0.80
2y +85
3.4 7
2q+25
1.25
(PT) 211+93.23
3.50
(PT) 2`i+34.14 (PC)
1.75
SOUTH SIDE -
WEST OF
TAFT
HILL
STATIONS (8.75 TO
20+23
CURVE DATA
(SEE SHEETS 7 +8 of
BACK OF WALK
NORTH AND SOUTH SIDES
R=1000.00'
0= y°IS'00"
G = 74. I b'
d
FLOWLINE
a
L = 74.18 '
T = 37.11 '
a
M
E = 0.69'
i�
N
N
O
to
o` a U
o_
N N
OFFSET FROM FLOWLINE
NORTH
STATION OFFSET STATION OFFSET
Ln
hi hi SCALE
�
a
o o
� v
FLOWLINE a
BACK OF WALK
z
in
/8+75 (PC.)
0.00
/9,,55
3.17
18F85
0.05
/9+(5
3.30
18+95
0.20
/9+75
yJq
19+05
0, q5
19.85-
y ^17
19"15
0.80
/9+ 95
5.10
19 {25
1.25
20 +05
5.33
19.35
/. 80
20,15
5.417
l 9 i y5
2.115
(PT-) 20+23.22
S: 50
(PT) 19-�9.1 {PC.)
2.75
BOTH SIDES
DESIGNED: DRAWN APPROVED: -�(
REVISIONS: CITY OF FORT COLLINS, COLORADQ D� �J� �� WEST MULBERRY STREET SHEET Il
SCALE: BOOK: CHECKED: DATE: OF
TRANSITION DETAIL SHEET
ENGINEERING DIVISION CI-160 n -
I I o ^ M.R. �!
�. .. ,•
•1" CHAMFER
ALL EXPOSED EDGES
HUSKY OIL CO.
RETAINING WALL
t a:4,:: i
ELEV __ " �-
6&85 i , �I c.
0 13"
EXIST. CONC; . • 1/2" EXPANSION
SLAB . i . v.. ELEV. 68 21
/ \ FELT
1/2" EXPANSION
—
FELT a: " 4' WALK :�,4":.' 'o'' n.•. ELEV. 67.63
4 0 REBAR'L \ —112' EXPANSION e
12' FELT
c 6-VIER-T. - CURB d GUTTER.
* q•,,
PROPERTY
PLACE WALL AGAINST ��`6` LINE NOTES'
UNDISTURED ALL
UNDER EXIST. CONIC. SLAB. X - SECTION SURFACE OF CO2" CLEAR NCRETE. STEEL AND
( N.TS.) CONCRETE TO BE 3500 PSI
rn
dl^ 20' 01
N 27 �¢ ',�a 2 14's DRIVE
ASPHALT itiN u7
DRIVE I 6" — _ �� I ASPHALT
_ _ — — DRIVE 61&62
68.0516't�CQNC,_SLA'_ — _ ,_ — -�
DRIVE
—I �6d04
! — — — — — — — — — — — — —
tcf iL CURB TOP BACK OF WALK
67473
BOTTOM OF CO:
WALL CONTROL JOINTS TO BE SUPPLIED EACH 10' SPAN —
EAST FRONT VIEW (N.T.S.) STEEL CONTINUOUS THROUGH JOINTS. WEST
APPROVED! IMPROVEMENT DISTRICT NO 74
DESIGNu ED: WD.L. CHANGE ORDER NO.1
r. •......u.v ww ennn .n;;
2. 6'
1 1/2' 4 V2
n 11/26R
2'R '�•�
.4,
VERTICAL
Edged surface
V8`R
connstnxtedk1adjoins above the' curl be
Y
Slope sidewalk to curb-1/4"to 112" per It
I^� 4 Min. -
R AND SIDEV./ALK
CURB- AND GUTTER DETAILS
MULBERRY STREET
Q
O
J
X
N.T• ,-S.
DETAIL
TO THE
S.W.
CORNER
OF MULBERRY
STREET
AND
TAFT HILL ROAD
1.0 -- Driyeway --V
width
Contraction 1/2" Expansion \
joint
joint.
/ Edge of drive
same eleu as top V2" Expansion
of walk joint
WALK — A t
Warped
section
J
Warped
section
4 LP -A
Transition
`20' Min to
prop cor"" PERSPECTIVE VIEW
FL.
e• 1.•.A
•N
Slope 1/2 --1 " ft
SECTION A -A
N.T.S.
DRIVEWAY WIDTH
Minimum-------10 Ft
1 & 2 Family
residential, Max ----20Ft
R VSIS� SO CHANGE oR.D>=R No•I. CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
Mull
. family
residentul,Max-----25 Ft
Business, Max.----135 Ft
DRIVEWAY DETAILS
VERTICAL CURB AND GUTTER
DESIGNED
I.G. B.
SCALE:
AS SHOWN
s:
Transition
5 Minto'
prop. line.
d 6,. 2
—�
I -Depress back of walk (;
.%-
SECTION A -A
n.t. s.
ACCESS RAMP DETAIL
36"
®f14111111
TOP OF BASE UNDER STREET OR
TOP OF SUBGRADE UNDER GUTTER.
N.T• S.
I. BEDDING FOR NEW PI PE
DRAWN:
' APPROVED:
CHECKED: j DATE:
BOOK_
NONE
Lyle,// 4-9-80 ,
COMPACTED
GRANDULAR
MATERIAL
PI PE BEDDING
36"
. .-
BACKFILL
CONCRETE
N.T.S.
2. BED SHALLOW CLAY PIPE
OR NEW PIPE
W. MULBERRY STREET
DETAIL SHEET
SHEET /2
OF �3
C/-
it
J
3.
F.: wz13
w
...........
/ NOTE-* FIOM OF INLET jX) BE
SHAPED WITH ADDITIONAL CONCRETE
TO FORM INVERT M CONFORM WITH
PIPE CONNECTIONS ID INLETS,
E%Af
� r-
REVISIONS:
* 9-20-80
1, Heinrich, Leroy L. / Doris I.
2500 W. Mulberry St.
97094-03-008
Begin at a point 220.00 feet East and 30.00 feet North of the SW corner of the
SE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence East 110.00 feet;
parallel with the South line; thence South 1.50 feet; thence West 110.00 feet to
the point of beginning. Said tract contains 165.00 sq. ft.
2, Jones, Fred E. / Voilet M.
2424 W. Mulberry St.
97094-03-005
Begin at a point 330.00 feet East and 30.00 feet North of the SW corner of the
SE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence East 60.00 feet;
thence South 1.50 feet; thence West 60.00 feet to the Point of beginning. Said
tract contains 90.00 sq. ft.
3. Schroeder, Ted / Kathleen S.
Pronar Property Services, Inc.
1501 Iemay Ave.
97094-03-011
Begin at a point 390.00 feet East and 30.00 feet North of the SW corner of the
SE 1/4 of Section 9, T7N, R69W; thence East 50.00 feet; thence North 1.50 feet;
thence West 50.00 feet; thence South 1.50 feet to the point of beginning. Said
tract contains 75.00 sq. ft.
4. Baltz, Lloyd B. / Kathleen M.
2416 W. Mulberry St.
97094-03-007
Begin at a point 440.00 feet East and 30.00 feet North of the SW corner of the
SE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence East 110.00 feet;
thence South 1.50 feet; thence West 110.00 feet to the point of beginning. Said
tract contains 165.00 sq. ft.
5. Betzig, Margaret J.
2410 W. Mulberry St.
97094-03-009
Begin at a point 550.00 feet East and 30.00 feet North of the SW corner of the
SE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence East 110.00 feet;
thence South 1.50 feet; thence West 110.00 feet to the point of beginning. Said
tract contains 165.00 sq. ft.
6. Graham, Norman Z. / Danette M.
2406 W. Mulberry St.
97094-03-010
eaanencing 660.00 feet East and 30.00 feet North of the SW corner of the SE 1/4
of Section 9, T7N, R69W; thence North 1.50 feet; thence East 110.00 feet; thence
South 1.50 feet; thence West 110.00 feet to the Point of beginning. Said tract
contains 165.00 sq. ft.
7. Pilkingtan, Raymond W. / Evelyn M.
2404 W. Mulberry St.
97094-03-015
Begin at a point 770.00 feet East and 30.00 feet North of the SW comer of the
SE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence East 100.00 feet;
thence South 1.50 feet; thence West 100.00 feet to the point of beginning. Said
tract contains 150.00 sq. ft.
8. Ferguson, Anthony L. / Sharon L.
2340 W. Mulberry St.
97094-03-023
consider the South line of the SE 1/4 of Section 9, T7N, R69W, as bearing S 890
35' 30" E and with all bearings oontained herein relativS thereto: Begin at
a point which bears S 890 35' 30" E, 870.00 feet ar N 0 24' 30" E, 30.00 feet
from the S 1/4 comer of said Section 9; thence N 0 24' 30" E, 1.50 feet; thence
S 89° 35' 30" E, 88. 17 feet; thence 10.44 feet along the arc of a curve to the
left with a oent6al angle of 38 24' 00"; radius og 15.50 feet and whose long
chore bears N 71 12' 30" E 10.20 feet; thence S 0 24' 30" W, 4.85 feet; thence
N 89 35' 30" W, 97.80 feet to the point of beginning. Said tract contains
156.94 sq. ft.
10. Chestnut, Donald E. / Shirley J.
2310 W. Mulberry St.
97094-03-012
Commncinng at a point 1127.80 feet East and 30.00 feet North of the SW corner
of the sE 1/4 of Section 9, T7N, R69W; thence North 1.50 feet; thence astof
113.59 feet; thence South 1.50 feet; thence West 113.59 feet to the Point
beginning. Said tract contains 170.39 sq. ft.
11. Empire Grange #148
Mary F. Webster, Sec'y.
59 Taft Hill Road
97094-03-002
Begin 30.00 feet North of the SE corner of the SW 1/4 of the SE 1/4 of Section 9,
T7N, R69W; thence North 1.50 feet; thence West 60.45 feet; thence South 1.50 feet;
thence East 60.45 feet to the point of beginning. Said tract contains 90.68 sq. ft
12. Ricketts, Stanley P.
2300 W. Mulberry St.
97094-04-018
corner of the SW 1/4 of the SE 1/4 of Section 9,
Begin 30.00 feet North of the SE
T7N, R69W; thence 1.50 feet North; thence 330.49 feet East; thence 1.50 feet
South; thence 330.49 feet West to the point of beginning. Said tract contains
495.74 sq. ft.
,6 Permanent Sidewalk Easement
Begin at a point 56.83' feet East and 31.50 feet North of the SE corner of the
SW 1/4 of the SE 1/4 of Section 9, FIN, R69W; thence N 53° o7' 48" E 10.00 feet;
thence Fast 83.00 feet; thence S 71 33' 54" E 18.97 feet; thence West in9.00
feet to the point of beginning. Said tract contains 575.94 sq. ft.
9. Simnds, Austin O. / Nellie B.
2318 W. Mulberry St.
97094-03-024
consider the South line of the SE 1/4 of Section 9, T7N, R69W as bearing S 890
35' 30" E, and with all $earings contained herein relatige thereto: Begin at
a point which bears S 89 35' 30" E 1027.80 feet ang N 0 24' 30" E, 30.00 feet
from the S 1/4 corner of said Section 9; thence N 0 24' 30" E 5.05 feet; thence
10.75 feet along the arc of a non -tangent curve to the left with a central angle
of 39° 33' 17"; radius of 15.50 feet; and whose long curd bears S 690 48' 33" E
10.49 feet; thence S 89 35' 30" E 90.13 feet; thence S 0 24' 30" W, 1.50 feet;
thence N 89° 35' 30" W, 100.00 feet to the Point=of beginningt:: Said tract contains
161.09 sq. ft.
13. Welch, Kent / Florence
2218 W. Mulberry St.
97094-04-019
Consider the South line of the SE 1/4 of Section 9, T7N, R69W of the 6th P.M. as
bearing N 890 35' 30" W and with all bearings contained herein brelative thereto:
Begin at a point which bears N 89P 351 30 W 780b59 feet and N 0 45' 50" W, 30.01
feet from the SE comer of Section 9; thoence N 0 45' 50" W 1.50 feet; th�rn
Oe
N 89° 35' 30" W 190.58 feet;.thence S 0 24' 30" W 1.50 feet; thence S 89 ft. 35' 30" E,
190.61 feet to the point of beginning. Said tract contains 285.87 sq.
14. Murphy T. D. Construction Co.
3000 S. College #7
97094-04-011
Begin at a point 500.90 feet West and 30.00 feet North of the SE corner of
Section 9, T7N, R69W; thence North 1.50 feet; thence West 55.00 feet; thence South
1.50 feet; thence East 55.00 feet to the point of beginning. Said 1-Tact contains
82.50 sq. ft.
15 Nelson, Ralph P. / Susan J.
P.O. Box 937
Laporte, Co 80535
97094-04-015
Begin at a point which bears N 89° 35' 30" W 385.90'feet and N 00 02' 15" W,
30.00 feet from the SE corner of Section 9, T7N, R69W; thednoe N 00 02' 15" W
1.50 feet; thence N 890 35' 30" W 115.00 feet; thence S 0 02' 115" E 1.500 feet;
th,ornoe S 890 35' 30" E 115.00 feet to the point of beginning.
Said tract
contains 172.50 sq. ft.
16. United pentacostal Church of the Colorado District
2130 W. Mulberry St.
97094-04-017
Begin at a point which bears N 89° 35' 30" W 285.90 feet and N 00 02' 15" W,
30.00 feet from the SE corner of Section 91 T7N, R69W; throe N 0° 02' 15" W
1.50 feet; tdhence N 890 35' 30" W 100.00 feet; thence S 0 02' 15" E 1.50 feet;
thence S 89 35' 30" E 100.00 feet to the Point of beginning. Said tract
contains 150.00 sq. ft.
17. Miller, Rose L.
2001 W. Mulberry St.
97152-07-045
The north 5.00 fret of Tot 45 of Miller 3irotl;.rs 31-d G,-'.'-vision. Said
i.;,,ct contains '42.03 sq. ft.
Permanent Sidewalk Easement
Connence at a point which bears S 00 29' 00" E, 5.08 feet from the NW corner of
Lot 845 Miller Brothers 3rd Subdivision; thence S 0 29' 00" E 1.00 feet; thence
N 87 28' 26" E 28.05 feet; thence West 28.04 feet to the Point of beginning.
Said tract contains 14.02 sq. ft.
CITY OF FORT COLLINS/ COLORADO
ENGINEERING DIVISION
18. Patterson, Stuart A. / Betty M.
2009 W. Mulberry St.
97152-02-020
o m enee at a point which bears 688.00 feet East and 30.00 feet South from the
NW corner of section 15, T7N, R69W; thence South 1.50 feet; thence East 180.00
feet; thence North 1.50 feet; thence West 180.00 feet to the point of beginning.
Said tract contains 270.00 sq. ft.
Permanent Sidewalk Easement
Comnmoe at a point which bears 688.00 feet East and 31.50 feet South from the
NW corner of Secton 15, T7N, R69W; thence South 7.50 feet; tierce East 112.00
feet; thence N 87 28' 26" E 68.07 feet; thence North 4.50 feet; thence West
180.00 feet to the point of beginning. Said tract contains 1248.00 sq. ft.
19. Hamilton, Lillian M.
2035 W. Mulberry St.
97152-02-019
cmmeence at a point which bears 669.50 feet East and 30.00 feet South from the
NN corner of Section 15, T7N, R69W; thence South 1.50 feet; thence East 18.50
feet; thence North 1.50 feet; thence West 18.50 feet to the point of beginning.
Said tract contains 27.75 sq. ft.
Permanent Sidewalk Easement
Ccanernce at a point which bears 669.50 feet East and 31.50 feet South from the
NW corner of Section 15, T7N, R69W; thence East 18.50 feet; thence South 6.50
feet; thence North 760 19' 43" W 19.04 feet; thence North 2.00 feet to the
point of beginning. Said tract contains 78.63 sq. ft.
20. Patterson, Stuart A. / Betty M.
2009 W. Mulberry St.
97152-02-018
Co m mice at a point which bears 603.00 feet East and 30.00 feet South of the
NW corner of Section 15, T7N, R69W; thence South 1.50 feet; thence East 66.50
feet; thence North 1.50 feet; thence West 66.50 feet to the point of beginning.
Said tract contains 99.75 sq. ft.
21. Blatt, Helen M.
2125 W. Mulberry St.
97161-00-015
c=nence at a point which bears West 495.00 feet and 30.00 feet South from the
NE corner of Section 16 T7N, R69W; thence South 1.50 feet; thence West 56.00 feet;
thence North 1.50 feet; thence East 56.00 feet to the point of beginning. Said
tract contains 84.00 sq. ft.
22. Warn, Alice M. / Charles, Duane
Saylor, Nila Rae
11918 E. 207th St.
Lakewood, CA 97015
97161-00-012
Convennee at a point 825.00 feet West and 30.00 feet South from the NE corner
of Section 16, T7N, R69W; thence South 1.50 feet; thence West 165.00 feet;
thence North 1.50 feet; thence East 165.00 feet to the point of beginning.
Said tract contains 247.50 sq. ft.
23. Johnson, Jess W. / Dorothy L.
2225 W. Mulberry St.
97161-00-011
Conuence at a point 990.00 feet West and 30.00 feet South fran the NE corner
of Section 16, T7N, R69W; thence South 1.50 feet; thence West 165.00 feet; thence
North 1.50 feet; thence East 165.00 feet to the Point of beginning. Said tract
contains 247.50 sq. ft.
24. Baetz, Mabel F.
2309 W. Mulberry St.
97161-00-010
commence at a point 1155.00 feet West and 30.00 feet South from the NE corner of
Section 16, T7N, R69W; thence South 1.50 feet; thence West 10.00 feet; thence
North 1.50 feet; thence East 10.00 feet to the Point of beginning. Said tract
contains 15.00 sq. ft.
25. Double L. & B. P. Investment, Inc.
419 E. Laurel
97161-00-017
oommence at a point which bears N 890 35' 30" W 1165 feet and S 0 025'00"E,
30.00 feet from the NE corner of Section 16, T7N, R69W; thence S 0 25100"E
1.50 feet. thence N 890 35' 30" W 72.50 feet; thence N 0° 25' 00" E 1.50 feet;
thence S 89° 35' 30" E 72.50 feet to the point of beginning. Said tract contains
108.75 sq. ft.
Permanent Sidewalk Easement
ConTence at a point which bears N 89° 35' 30" W 1206.00 feet and S g° 25' 00" E
31.50 feet from the NE 8orner of Section 16, T7N, R69W; thence S 70 45' 31" W
23.24 feet; thence N 89 35' 30" W 9.50 feet; thenceN 0° 25' 00" W 7.50 feet;
thence S 89° 35' 30" E 31.50 feet to the point of beginning. Said tract contains
153.75 sq. ft.
26. Moore, Robert B. / Helena D.
2305 W. Mulberry St.
97161-00-008
Coinence at a point 1237.50 feet West and 30.00 feet South from the NE corner of
Section 16, T7N, R69W; thence South 1.50 feet; thence West 82.50 feet; thence
North 1.50 feet; thence East 82.50 feet to the point of beginning. Said tract
contains 123.75 sq. ft.
Permanent Sidewalk Easement
Commence at a point which bears 1237. 50 feet West and 31.50 feet South from the
NE corner of Section 16, T7N, R69W; thence South 7.50 feet; thence West 60.50
feet; thence N 710 10' 31" W 23.24 feet; thence East 82.50 feet to the point of
beginning. Said tract contains 536.25 sq. ft.
27. Baetz, Mabel F.
2309 W. Mulberry St.
97161-00-007
Commence 1320.00 feet West and 30.00 feet South from the NE corner of Section 16,
T7N, R69W; thence South 1.50 feet; thence West 136.50 feet; thence 24.35 feet
along the arc of a curve to the left with a cedntral angle of 90 00, 00"; radius
of 15.50 feet and whose long chord bears S 45 00' 00" W 21.92 feet; thence
North 17.00 feet; thence East 152.00'to the point of beginning. Said tract
contains 399.68 sq. ft.
28. Feltz, Michael L. / Valeria J.
2329 W. Mulberry St.
97161-00-005
Begin at a point 1650.00 feet West and 30.00 feet South from the NE corner of
Section16, T7N, R69W; thenceSouth 1.50 feet; thence West 82.50 feet; thence
North 1.50 feet; thence East 82.50 feet to the point of beginning. Said tract
contains 123.75 sq. ft.
29. Dyer, Walter Y. / Ina L.
2403 W. Mulberry St.
97161-00-004
Begin at a point 1732.50 feet West and 30.00 feet South from the NE corner of
Section 16, T7N, R69W; thence South 1.50 feet; thence West 82.50 feet; thence
North 1.50 feet; thence East 82.50 feet to the point of beginning. Said tract
contains 123.75 sq. ft.
30. Freon, William R. / Natalie B.
111 Fel Mar Drive
San Luis Obispo, CA 93401
97161-00-003
Co Tence 1815.00 feet West and 30.00 feet South of the NE comer of Section 16,
T7N, R69W; thence South 1.50 feet; thence West 165.00 feet; thence N 1.50 feet;
thence E 165.00 feet to the point of beginning. Said tract contains 247.50 sq. ft.
Permanent Sidewalk Easement
Comence 1900.00 ft. West and 31.50 feet South of the NE corner of Section 16,
T7N, R69W; thence S82018' 24" W 57.52 feet; thence 23.00 feet West; thence
7.70 feet North; thence 80.00 feet East to the point of beginning. Said tract
contains 396.45 sq. ft.
DESIGNED' DRAWN: APPROVED: MULBERRY STREET
D.GB. T.L.S.
- .:.. D: R.O.W. PLANS - -
SCALE: BOOK: CHECKED DATE:
NONE LG. 57 4-9--80 -
--
SHEET
OF 4
C 1- 160
0
31. Husky Oil co.
P.O. Box 380
Cody, Wyoming 82414
97161-00-048
A parcel of land situate in the NE 1/4 of Section 16, T7N, R69W of Phe 6th
P.M., and considering the North line of said NE 1/4 as bearing N 89 35' 30" W
and with all bearings contained herein relative thereto is contained within
the boundary lines Which begin at a point which bears N 890 35' 30" W 30.00
feet and again g 00 25' 00" E 30.00 feet fron the gE corner of said Section
16; thence N 89 35' 30" W 135.00 feet; thence S 00 25' 00" E 7.00 feet;
thence S 89 35' 30" E 114.80 feet; thence along the arc of a 20.50 foot
radius cure to the right a distance of 31.90ofeet, the long chord of which
bears S 45 00' 15" E 28.78 feet; thence N 00 25' 00" W 27.21 feet to the
point of beginning. Containing 1032.07 sq. ft.
ALSO PARCEL II
Beginning at a point which bears N 89° 35' 30" W 30.00 feet, and again S 000
25' 00" E 57.21 feet, front the Northeast corner of Section �6, T7N, R69W of
the 6th P.M., tiheBoe S 00 25' 00" E 3.00 feet; the8ce N 89 35' 30" W 3.00
feet; thence N 00 25' 00" W 3.00 feet; thence S 89 35' 30" E 3.00 feet to
the point of beginning. Containing 9.00 sq. ft.
36. Lillian M. Hamilton
2035 W. Mulberry St.
97152-02-014
A parcel of land situate in the NW 1/4 of Section 15, T7N, R69W of the 6th
P.M., and considering the North line of said NW 1/4 as bearing Fast, is
contained within the boundary lines which begin at a point which bears East
250.594 feet, and again South 30.00 feet fron the NW 1/4 of said Section 15;
thence East 124.77 feet; thence South 3.50 feet; thence West 82.08 feet;
thence along the arc of a 995.50 foot radius cur S to the left, a distance
of 42.70 feet, the long chord of which bears S 88 46' 16.4" W 42.70 feet;
thence North 4.42 feet to the point of beginning. Containing 449.7210 sq. ft.
37. Mildred Hanna
317 S. Loomis
97152-02-015
*6. Graham, Normauu Z./Danette M.
2406 W. Mulberry Street
97094-03-010
Commencing 770.00 ft. East and 31.50 ft. North of the SW corner of the SE 1/4
of Sec. 9, T7N, R69W; thence North 4.0 ft.; thence %est 3.0 ft.;' thence South
4.0 ft.; thence East 3.0 ft., to the Point of Beginning. Said tract contains
12.0 sq. ft.
*7. Pilkington, Ray=nd W-/Evelyn M.
2404 W. Mulberry Street
97094-03-015
Comm -Acing at a paint 770.00 ft. Fast and 31.50 ft. North of the SW corner of the
SE 1/4 of Sec. 9, T7N, R69W; thence North 4.0 ft.; thence Fast 3.0 ft.; thence
South 4.0 ft.; thence Went 3.0 ft. to the Point of Beginning. Said tract contains
12.0 sq. ft.
32,
Opal Wilson
A parcel of land situate in the NW 1/4 of Section 15, T7N, R69W of the 6th
*12. Ricketts, Stanley P.
2039 W. Mulberry St.
P.M., and considering the North line of said NW 1/4 as bearing East, is
2300 W. Mulberry Street
contained within the boundary lines which begin at a point which bears East
97152-02-002
375.364 feet, and again South 30.00 feet from the NW 1/4 of said Section 15;
97094-04-018
thence East 62.50 feet; thence South 3.50 feet; thence West 62.50 feet;
A parcel of land situate in the NW 1/4 of Section 15, T7N, R69W of the 6th
thence North 3.50 feet to the point of beginning. Containing 218.75 sq. ft.
Connence at a point 34.00 ft. East and 31.50 ft. North of the SE corner of the
P.M., and considering the North line of said NW 1/4 as bearing East, is
SW 1/4 of the SE 1/4 of Sec. 9, T7N, R69W; there North 4.0 ft.; thence East 4.0
contained within the boundary lines which begin at a point which bears East,
ft.; there South 4.0 ft.; thence West 4.0 ft., to the Point of Beginning. Said
150.59 feet, and again South 30.00 feet from the NW 1/4 of said Section 15;
38. Charles Fletcher
tract lint
theme East 100.00 feet; thence South 4.42. feet; thence along the arc of a
995.50 foot radius curve go the left, a distance of 16.21 feet, the long
520 Sycanrore
Gbnurenre at a point 330.49 ft. East and 31.50 ft. North of the SE coroner of the
chnornd of which bears S 87 04' 36.5" W 16.21 feet; thence along the arc of
SW 1/4 of the SE 1/4 of Sec. 9, T7N, R69W; there North 4.0 ft.; thence West 3.0
a 1004.50 foot radius e to the right a distance of 59.44 feet, the long
97152-02-017
ft. ; there South 4.0 ft.; there East 4.0 ft., to the Point of Heginl<uing. Said
chord of which bears S� 18' 18.5" W 59.43 feet; there West 24.41 feet;
A parcel of land situate in the NW 1/4 of Section 15, T7N, R69W of the 6th
tract contains 12 A sq. ft
theme North 7.00 feet to the point of beginning. Containing 611.42 sq. ft.
P.M., and considering the North line of said NW 1/4 as bearing East, is
contained within the boundary lines which begin at a point which bears East
500.364 feet, and again South 30.00 feet from the NW 1/4 of said Section 15;
*13. Welch, Kent/Tlcrare
33.
Bernard Ryan
thence East 102.636 feet; thence South 3.50 feet; thence West 102.636 feet;
2218 W. Mulberry Street
P.O. Boa 2132
thence North 3.50 feet to the point of beginning. Containing 359.23 sq. ft.
Ft. Collins, OD
97094-04-019
97094-04-006
39. R.D. Lakin
consider the South line of the SE 1/4 of Sec. 9, T7N, R69W as bearing N 89° 35'
405 Scott
30" w and with a�l bearings oa'utarned herein re�atrve thereto: Begin at a point
A parcel of land situate in the SE 1/4 of Section 9, T7N, R69W of t$e 6th
>n4
line SE 1/4 as bear N 89 35' 30"
which bears N 89 35' 30" W, 971.20 fg. and N 0 24' 30" E, 31.50 ft; t
P.M., arri considering the North of said
mJ
97152-02-016
N 0 24' 30" E, 4.00 ft.; there S 89 35' 30" E, 3.00 ft.; thence S 0 24' 30"hence
W and with all bearings contained herein relative thereto s contained within
W, 4.00 ft.; the ceN89° 35' 30" W, 3.00 ft., to the Point of Beginning. Said
the boundary lines which begin at a point which bears N 89 35 30 W 30.00
A parcel /7N of land situate in the NW 1/4 of Section 15 TR69W of the 6th
'
tract contains 12.00 sq. ft.
feet end North 30.00 feet fran the SE corner of said Section 9; thence
P.M., and considering the North line of said NW 1/4 as bearing East, is
North 27.51 feet; thence along the arc of a 20.50 foot radius to the etur'v�
contained within the boundary lines which begin at a point which bears East
right a distance of 29.g9 feet, the long chord of which bears S 45 12' 15" W
437.864 feet , and again South 30.00 feet fron the NW 1/4 of said Section 15;
32.35 feet; thence N 89 35' 30" W 125.87 feet; thence along the arc of a
thence East 62.50 feet; thence South 3.50 feet; thence West 62.50 feet;
*15• Nelson, Ralph P./Susan J.
1004.50 foot radius curve to the left a distance of 74.51 feet, the long chord
thence North 3.50 feet to the point of beginning. Containing 218.75 sq. ft.
P.O. Boo 937
of which bears S 88° 16' 59" W 74.49 feet; thence alongthe arc of a 995.50
LaPorte, CO 80535
foot radius curvR to the right a distance of 34.98 Beet, the long chard of
which bears S 87" 09' 55" W 34.98 feet; thence S 00 02' 15" E 2.26 feet;
97094-04-015
thence S 890 35' 30" E 255.92 feet to the point of beginning. Containing
1663.67 sq. ft.
40. Hannah, Glen 0. / Frances R.
Begin at a point which bears N 89° 35' 30" W, 385.90 ft. agd N 00 02' 15" W,
2504 W. Mulberry St.
31.50 ft. from t9s SE comer Sec. 9, T7N, R69W; t$ence N 0 02' 1-5- W, 4.00
ALSO PARCEL, II
ft.; there N 89 35 30 W, 3.00 ft.; theme S 0 02' 15" E, 4.00 ft.; thence
97094-03-004
S 800 35' 30" E, 3.00 ft., to the Point of Beginning. Said tract contains
Beginning at a point which bears N 89° 35' 30" W 30.00 feet and again North
�����
57.51 feet, and again S 450 12' 15" W 29.09 feet Bran the southeast corner of
Begin at a point 110.00 feet East and 30.00 feet North of the SW
Section 9, T7N, R69W of the gth P.M.; thence N 89 35' 30" W 3.00 feet; thence
corner of the SE 1/4 of Section 9, T7N, R69W; thence North 1.50
North 3.00 feet; thence S 89 35' 30" E 3.00 feet; thence South 3.00 feet
feet; thence East 110.00 feet; parallel with the South line; thence
to the point of beginning. Containing 9.00 sq. ft.
South 1.50 feet; thence West 110.00 feet to the point of beginning.
*16. United Pentecostal Church of the Colorado District
Said tract contains 165.00 sq. ft.
2130 W. Mulberry Street
34.
Lillian M. Hamilton
97094-04-017
2035 W. Mulberry St.
o
Begin at a point which bears N 89 35' 30" W, 385.90 ft. and N 0° 02' 15" W, 31.50
97152-02-001
ft. gram the SE corner Sec. 9, T7N, R89W; there N 00 02' 15" W, 4.00 fg.; theca?
S 89 35' 30" E, 3.00 ft.; thecae S 0 02' 15" E, 4.00 ft.; theme N 89 35' 30"
A parcel of land situate in the NW 1/4 of Section 15, T7N, R69W of the 6th
W, 3.00 ft., to the true Point of Beginning. Said tract contains 12.00 sq. ft.
P.M., and considering the North line of said NW 1/4 as bearing East, is
contained within the boundary lines which begin at a point which bears East
30.00 feet, and again South 30.00 feet fran the NW 1/4 of said Section 15;
thence East 120.60 feet; thence South 7.0 feet; thence West 100.10 feet;
Bartz, Mabel F.
thence along the arc of a 20.50 foot radius curve to the left, a distance of
2309 W. Milberry Street
32.20 feet, the long chord of which bears S 459 00' 00" W 28.99 feet, thence
North 27.50 feet to the point of beginning, containing 934.39 sq. ft.
97161-00-00
ALSO PARCEL II
Canueure 1456.50 ft. West and 31.50 ft. South from the NE corner Sec. 16, T7N,
R69W; there South 4.00 ft.; thence East 4.00 ft.; thence North 4.DO ft.; thence
Beginning at appoint which bears East 30.00 feet, and again South 57.50 feet,
West 4.00 ft., to the Point o Said tract contains 16.00 sq. ft.
and again N 45 00' 00" E 28.99 feet from the Northwest corner of Section 15,
Township 7 North, Range 69 West of the 6th P.M.; thence East 3.00 feet, thence
South 3.00 feet; thence West 3.00 feet; thence North 3.00 feet to the Point
of beginning. containing 9.00 sq. ft.
*33. Ryan, Bernard
P.O. Boo 2132
Port Collins, CO 80522
35.
Jess Fultz
97094-04-006
2115 W. Mulberry St.
A parcel of land situate in the SE 1/4 of Sec. 9, T7N, R6$W of the 6th P.M., and
97161-00-016
considering the North line of said SE 1/4 as bearing N 89 35' 30" W and with all
bearings contained herein relative theuSto is contained within the boundary lichee
A parcel of land situate in the NE 1/4 of Section 16, T714, R69W of the 6th
which begin at a point which bears N 89 35' ;10" W, 146.37 ft. and again North
P.M., and considering the North line of said NE 1/4 as bearing West and with
37.00 ft.; thence NoxSh 4.00 ft.; thence S 89' 35' 30" E, 4.00 ft; thence South
all bearings contained herein relative thereto is contained within the boundary
4.00 ft.; thence N 89 35' 30" W., 4.00 ft., to the Point of Beginning. Said
lines which begin at a point which bears West 165.00 feet and again South
tract contains 16.00 sq. ft.
30.00 feet from the NE corner of said Section 16; thence South 7.00 feet;
theme West 11.78 feet; thence along the arc of a t foot radius 87
adistance chord of
to the right a stance of 74.51 feet, the long chord of which begins N 87
PERMANENT LIGHTING EASEMENT
52' 30" W 74.49 feet; thence along the arc of a 995.50 foot radius curve to
the left a distance of 73.85 feet, the long chord of which bears N 87 52'
29" W 73.83 feet; thence West 170.00 feet; thence North 1.50 feet; thence
East 330.00 feet to the point of beginning. Containing 968.01 sq. ft.
Gir NEED NOT A QUIRE R.O.W. Gzr
* ADDITIONAL EASEMENTS REQUIRED
(SEE THIS SHEET)
REVISIONS:
DESIGNED
COLORADO
10000. �=
DRAWN APPROVED: MULBERRY STREET -- SHEET
2
CITY OF FORT
COLLINS, DAM.
TLB.
ENGINEERING
DIVISION SCALE:
BOOK: CHECKED: DATE: R.O"��/" PLANS OF
•� PLANS
4
A
A NOW
LE$. 57 A- - --
CI-160
x
0
2. JONES 2424 3. SCHROEDER
40. HANNAH . 1. HEINRICH 2500 W.MULBERRY ST. W. MULBERRY ST.J 1501 LEMAY I4. BALTZ 2416 W. MULBERRY STI S. BETZIG 2410 * 6. GRAHAM
I I I 11
I 11z. W. MULBERRY ST. ' 2406 W. MULBERRY ST.
2504 W MULBERRY I '' bR. 1fo.°' ''�i; I t2 s I 14O °
I DR. � � DR. i I I DR. I AV E. �'i I DR. ~
- - - - - — - - - — — — — -► — — - — — I ; — — — — — Aa' coNST. ESMT.
-�- --� — — — — — — — — — — — --�- —r
MULBERRY
�► 7. PILKINGTON 2404 8. FERGUSON 2340
1 „o• I I W. MULBERRY ST. i „ • ; 17.0• W. MULBERRY ST.
DR• NK. 15' CONST. E�
O
MULBERRY
5' CONST. ESMT.
29. DYER 2403, W. i 11 28. FELTZ 2329
I II
MULBERRY STREET I W. MULBERRY STREET
STREET I
W� '°
WW I--------------------------------
L{
I 10.0'
THAI 500 TYLER STREET; o
- I ----�
Q W
IMONDS 2318
9 S I i
a W. MULBERRY ST. 418.0' J
I DR. I
--I
I
G;ZF SCHILLER 170- '
I p �
P.O. BOX 711 FT. COLLINS
+� 12. RICKETTS 2300 W. MULBERRY ST. I 1
PERM. ESMT. 2
5' CONST. ESMT. �Il
MULBERRY
N
I I MO I DOUBLE L. & B. P.
tDk I x I I1 = . 11
419 E. LAUREL ,N
a
to
10. CHESTNUT 2310
I i �
W. MULBERRY ST.i
I I
--I
I , _
CONST. ESMT,
F6EDMAN 111 FEL MAR DRIVE
PERM. ESMT:
' SAN LUIS OBISPO , CALIF.
I
11. EMPIRE GRANGE
11
# 148 59
TA►FT HILL ROAD
9.0.
• �� 9 O'tR 5' CONST. ESMT.
,STREET
I
11~" 5' CONST. ESMT.
* 27. BAETZ 2309 W. MULBERRY ST.
I I I I j 140' I
126. MOORE 2305 i °R
I�
W. MULBERRY ST.
* 13. WELCH 2218 W. MULBERRY ST.
I
Wo
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I �
STREET
o -- o I �-- •.;p I I
0 0
5' CONST. ESMT.
I i--1-------------�
' I PERM. ESMT.
" DR. �j ;F 1 DR. j
22. WARD CHARLES SAYLOR
23. JOHNSON 2225 W. MULBERRY ST.
11918 E. 207th ST. LAKEWOOD CA.
REVISIONS: 7_11-80 ADDED #q0 HANNA CITY OF FORT COLLINS, CO LO RADO
ENGINEERING DIVISION
I
0 0 �
�I
II
I�
CHESTNUT 2215
I
W. MULBERRY STREET
x
PERM. ESMT.
DESIGNED: DRAWN: APPROVED : MULBERRY STREET `SHEET 3
D.O.B. T1.8. — - -
SCALE: BOOK: CHECKED: DATE: OF 4
4-a R.O.W. PLANS —
i�
Cl- 160
I
-- C�r BANDHAUER ' I I '
--
KIRCHNER DELANY1 14. MURPHY T.D. 15. NELSON P.O. BOX 937 *16.
D�)
50425 B IARWOOD ROAD VENUS UNITED PENTACOSTAL CHURCH
3000 S. I LAPORTE CO.
t ,�/ I �`; 2130 W. MULBERRY ST.
-------------------------- -------------------- ' COLLEGE #7 5' CONST. EgMT.
1 I — 1
- 7- �— --
MULBERRY
—
p i i /��----------------------------------
21. BLATT
F I I W �—
,o ! I o i C;zr HOFFMAN 2211 W, I 2125 W.
MULBERRY ST.
MULBERRY -STREET
it
* 33. RVAN P.O. BO� 2132 FT. COLLINS Q
I 24.0' O
I 5' CONST. ESMT I
I I
4 -, .
\ I
5' CONST. OWT. a
31. HUSKY OIL CO.TI
P.O. BOX 380 CODY, WYO. 82414
MULBERRY
II I
�12.5
I I I DR.
II „
0
* 33. RYAN P.O. BOX 2132
FT. COLLINS
I_ 3&.o. 1
I '
STREET
x �-
Q c> S .
5' CONST. ESMT. —
I
I
35. PRICE P.O. BOX 1455 I
CITY PARK NINE
J x Y K X 1- X K X —
STREET
Ij
—
I I
CONST. ESMT.
36. HAMILTON
34. HAMILTON I'�°R 32. WILSON
II 2035 W. MULBERRY STREET
2035 W. MULBERRY STREET I 2039 W. MULBERRY STREET
I � I ;I flR.II
370 HANNA
317 S. LOOMIS
CITY PARK NINE
x x x x x x x x
--------------=-------------------------------------------------------------------- --- — ---
I
MULBERRY STREET
_ I _
II I� II II �I,I I'^ _I --------- Li
ao• i20. PATTERSO —
I' I �Q,II 5.11 I 17. II I Z
;; I�taR.11l DR ; 139. LAKIN' i iwKl� X �. i 38. FLETCHER R 12009 W. of o
405 SCOTT I II I 520 SYCAMORE r -�
MULBERRY ST.
-I
REVISIONS: CITY OF FORT COLLINS, CO LORADO
LUGINEERING DIVISION
PERM. ESMT.
1 S. PATTERSON
p
2009 W. MULBERRY ST@
DESIGNED: DRAWN
D.G.B. T.L.S.
SCALE: BOOK:
I": 2W LG. 57
APPROVED:
CHECKED: DATE:
4-"0
W
f p p "o-
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I
17. MILLER j ca a ;I
W
2001 W. MULBERRY ST. I ��
V
MULBERRY STREET Y SHEET 4
R.O.W. PLANS of 4
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CROSSECTIONS
MULBERRY
(CRESTMORE
TO TYLER)
BOOK
57
�,
F.L. F.L.
54 . GaEUM NO=
1. All construction shall comply with the City of Fort Collins Specifications for street
27 ' PROPOSED P.L. and curb and gutter construction.
2. All new curb and gutter radii will have access rams constructed in accordance with
PROPOSED P.L. the detail provided.
3. All inlets will be constructed as described in the detail provided. Existing storm
drain cutback �. the inlet.
Gout will rbesp placed in the inlet rto a point t1/33 meet
the diameter oflthe f pine and
I3 H. B. P, (J— 1 L /)C-TSI W I hand trowelled to form a smooth curved invert. All exposed pipe edges shall
O�Z also be grouted to a curved shape.
14 4 WALK TYPICAL
1ALL SECTIONS. 4. The contractor will be responsible for verification of all utility locations.
5. Utility relocations are the responsibility of the utility. The contractor will be
q:l responsible for notifying utility ccacpanies far enough in advance to prevent delays
in the progress of construction.
a; e: :,c: .e•::..:e 4,:.. •--SLOPE=29. SLOPE=2Y. existing Y :4:1 a. a / 6. Curb cuts will be constructed to conform to existi driveways and in compliance
.. , v- •.�- _ r . •-- _�. -r�, �"> a:., :+, -a- :d:' '' . with the detail provided except where other
wise directed by engineer.
ineer.
'�': s'� ': \ \`, \ \ „ , \ , \ \ ` \ • \ � \ \ \• `\ \ \ \ '` \ . \ ` \ \ \'\\, \'. \ ` \ \ •, . \ Y' 7, Protection of all vegetation not designated for removal is the responsibility of
be contacted for
/` \\ steps necessary forthe contractor. City Arborist the preservation of existing formation concerning
existing vegetation,
7 " Class 1 A- 8• C 4 "CLASS 6 A.B. C. 8. All items for removal or resetting shall be removed and reset in a manner that will
CONPACTED SUBGRADE prevent damage to any private property. Damage to any private property caused by
careless or unsatisfactory performance by the contractor shall be the responsibility
of the contractor. The contractor shall consult the property owner a minimum of
24 hours prior to any removal concerning: 1, disposal of the removed item,
2. method of removal, and 3. scheduled time of removal. All unusable materials
removed shall be disposed of by the contractor.
9. The contractor will be responsible for notifying property owners a minimum of 24 hours
in advance of any property access limitations.
TYP/CI4L SECT/ON WZ--ST MU1-9,ERRY ST. .9L TERNr9 TE # / 11.0. n-ieTemcontroraryactor
mailboxes will sp provided when construction obstructs mail delivery.
11. The contractor will be responsible for developing a traffic control plan for the project
/�
and having the plan approved by the engineer. Twenty-four hour notice will be given
NOT TO SCALE to the City's Traffic Engineer prior to any interruption of traffic. All traffic
control will comply with the Fort Collins Work Area Traffic Control Handbook.
12. Dust control will be the responsibility of the contractor. Water or other dust
palliative will be applied when required.
F.L. F.L. 13. Cuts or embankments shall be placed at 4:1 slopes or to meet the approximate grade of
Jr4 the surrounding terrainat the edge of the construction easement.
PQDPOSED P.L.
/ 14. The paver shall be equipped with a minimum 30' ski, short ski, or short shoe.
r 15. Each lift of pavement shall be completed full width before placement of the next lift.
27 PRpP05ED PL. 16. All equipment used on this project shall be in an acceptable working condition as
determined by the engineer.
17. Quantities will be based on complete in place measurements and in units as described
on the bid.
O I 18. Prime and tack coat application rates are as follows:
TYPE "B T" �iv Prime coat ((SS-1 or SS-1) at .30 gal/sq.yd. diluted 1:1 with water
8 " CONCRETE P.9k1E4,AEN7- Z" HB.P. Tack coat ((SS-1 or SS-1) at .10 gal/sq.yd. diluted 1:1 with water
yt % TYPE e" /25' I 19. All exposed edges of existing asphalt shall be primed before placement of new asphalt.
20. All lanxiscaped areas behind newly constructed sidewalk will be filled to an elevation
I" below the
walk. Sod
ll be
ced
these
;a::.e - a:; �.— SLOPE = 2 '�� SLOPE=2 '/. — �...Q, o : a •:'.9 .d s{'/ the
engineer directs othezwisek oFillmaterial lhbe ofad
y toasupports
.• ..'D.' ..- ' • u • ' ,� •.. �. • '. P'. • .' - . v tion but does not need to be topsoil.
a ,a':_ :a ::.: e : :o: oK
.o'. - a ... eta
' 21. All of the right of way for this project will not be acquired at the time
construction begins. For this reason the contractor must perform all initial
construction within the staked limits.
OMPACTED S!/BGRADE 52 "�H.B. P. 22. The contractor shall attempt to reuse all existing fence materials for fence
TRANE PTO/NTS AT 20' relocations. Use of new materials shall be approved by the engineer.
6 " CL.,9S5 I A.B.C. (TYP. BOTH SZOES)
TYP/CAL SECT/ON WEST MULBERRY ST. ALTERNATES ' Z #3
NOT TO SCALE
F.L. F.L.
66'
PROPOSED P.L. PROPOSED P.L.
� � I
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SLOPE= 2 �e a .: •.::' '..•.a:-.• .- SLOP = /. a
!}
/ / \ N
NOTE: FI THE-R AL TERNATr Ah1f2, oR 3 WILL APPLY TO PAyEMENT SECTION AT
THIS LOCATION. */ IS SHOWN AS EXAMPLE ONLY. SEE' ABOVE
FOR ALTERNATE *1,,2 #` 3 TH/CKN,,5SSES.
TYP/CfIL SECT/ON WEST MULBERRY ST AT Tl1FT HILL
NOT _TO SCALE
REVISIONS CITY OF FORT COLLINS, CO LO RADO Dpa. �rAWN' / APPROVED �Y SHEET
• l't'" _�c�,.,�. � W. MULBERRY STREET - 2-
PLAN DIVISION . SCALE: BOOK CHECK D DATE: PLAN a PROF/LE OF 13
l,� C I - 160 ---
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-- — -- LlM/T OF ASPHALT REMOVAL -PAVE PER TYP/GIRL SEGT/ON N �
O MANHOLE 00
I= INLET - - - ... w$.•:•
SIDEWALK 3t00 NORTH-50 TH STACTT
________ ATGH EX1bT. ASPHALT. /Z" W - "� —"-- >ZwW
-- VERT. CURB WITH WALK I OVERLAY EXISTING PlVCMENr ; T
----------
I *+t7'H tw AOPIIALT
" PROPOSED
--------------------- Z-�'--------r=PwG ------ ----------?ram'------
—x x— FENCE - --------------------------------------
�`� --- RIGHT-OF-WAY LINE EX/ST/NU GLIRB, GUTTER, �/
C o TREES OR SHRUBS ANC WALK TO REMAIN. CENTERLINE
001
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REVISIONS:
*8-i8- so
CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
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DESIGNED: I DRAWN:
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m --SCALE: BOOK:
H. 1"-20' LG. 57
A V. I" - 2'
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CHECKED: DATE:
Ae, #. I NOV. 79
BLI.00
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REVISIONS: CITY OF FORT COLLINS, COLORADO
ENGINEERING DIVISION
DESIGNED: DRAWN: APPROVED:
SCALE: BOOK: CHECKED:
NOR/Z. LG. 57 it, If/i�. NOV /`979
VERT -2' ,
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AYE' AT FLOWLIMF
W. MULBERRY STREET
PLAN a PROF/LE
5064.04
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