HomeMy WebLinkAboutIMPROVEMENT DISTRICT NO. 52 - Filed STRS-STREETS ENGINEER STAMP - 2017-11-08BLOCK 141, ALLEY
PROF/LE MOT AVAILABLE
SUMMARY OF OUANT/T/ES
ASPHALT ////, / sq.yds.
CURB & GUTTER I/n. ft.
COMBINATION CURB fin. ff.
CURB RAOI/ 0 each
ALLEY DRIVE 0 each
OFFICE OF THE CITY ENGINEER
CITY OF FORT COLLINS, COLORADO
/MPROV/EMENT D/STR/� T NO. 52
APPROVED BY °4 owcj., d 2, ?, (ta�a
CITY ENG/NEE. R
DRAWN BYSHEET Z OF Af
TRACED BY '"- / DEC. 55
m
/°°'
IIW
i
WIlk
11 320
i •'
i
11 95 95' /9020,
Air --- -
20' ...
Existing
Asphalt
EN
/00'
/00'
W
Z
/ " = 50
SUMM RY F
OUANT/T/ES
ASPHALT
3110.2 SO. YDS.
CURB B
LIN.FT.
CURB, GUT TER, Q SI EWAL K 0 LIN. FT.
CURB RADII
/ EACH
ALLEY DRIS
IAL
/ EACH
OFF/CEO
ENGINE '`
CITY OF FORT COL L INS, COLORADO
IMPROVEMENT
D/STRICT NO.52
APPROVED BY'
X�o vu cif'
CITY EIVG/NEER
DRAWN BY. 0,,9 '
SHEET _ //OF .' y
TRACED 8 Y. Ie
E
/00,
/00,
115
114
113
1/0
50025
63
N
\ %
/00,
530 510 508 504 500
cz�
Water tap in.
/00 go, 10.
47 46' 1 43' 54'
10,
Existing -Asphalt
O
500'
X
MAPLE S TREE T
I I\ 10
20,
55 go, 45
/4-0 Q
O
Q) o i
525 521 519 /00,
109
4
Existing Centerline
proposedCrhferline
rrt
115
114
//3
1/0
109
O
50'
SUMMARY OF OUANTMES
ASPHALT
3/1a2
SO. YDS.
CURB a GurrrR
4"
L IN. FT
CURB, GUTTER, a SIDEWALK
o
LIN.Fr
CURB RADII
0
EACH
ALLEY DRIVE
0
EACH
SEWER TAPS
2 EACH
wA TER TAPS
I
j
No Text
9 7 44Z
I"= 50'
274
PROFILE Nor AVAILABLE
SUMMARY OF QUANTITIES
ASPHALT 22818 sqyds.
cuRs is GUT TER hFa.-ft.
COMBINATION CURB //,7. ft
CURB RADII 4 each
ALLEY DRIVE 2 each
U#*rA W/V cr I ; 41w J/7C C I fT Wr
TRACED gy:a'� 1 DEC. 55
No Text
/00'
Ling Cone
Pavement
200 BLOCK, WOOD ST
60'
O
N
209
211
215
219
223
225
227
229
O
0
O
0
0
O
Z'
50` 1
50,
50`
50`
50'
50,
50,
50`
138
137
136
135
134
133
152
SUMMARY OF OUANT/TTS
ASPHALT 3578 $0. YDS.
CURB 8 GUTTER #** LIN. FT.
CURB, GUTTER, a SIDEWALK 0 LIN FT.
CURB RADII 0 EACH
ALLEY DRIVE 2 EACH
�..o. P-
Existing Centerline
2 3 4 5 6 7 C17
Proposed Centerline -- --
r� rw w • u� I I'f v • n L1
60'
k
w
I �
O
O Existing Asphalt
00 48LOCKr WOOD ST*
W r-
OZ.Alj
407
415
419
423
425
427
433
O
O
O
O
O
CO
O
401
405
N
.
53°
45°
50' 1
50° 1
50'
50,
50'
50'
50'
i2
-----------------
----------------
_
— ____
4550
Arthur Ditch
--
in concrete conduit
O
W00®-
STREET ^-------------
-------------
--
---�-
--- —
\ii concrete slob segment
I)
70'
70'
35'
35'
70'
70'
70'
l)
i
0
3/ lV
26923
4Q23
OB/9
/8Q/
6 /5
400
406
418
422
424
80,
so'
128
127
126
125
124
/25
109
O / 2 3 4
Exisfing Centerline
Proposed Centerline — — -
,28
127
126
125
124
123
122
5
50,
SUMMARY OF OUANT/T/ES
ASPHALT 2800 - So. YDS.
CURB Q GUTTER L IN. FT.
CURB, GUTTER, Q S/DEWAL K O L IN. FT
CURB RADII 2 EACH
ALLEY DRIVE O EACH
OFFICE OF THE Cl T Y ENGINEER
CITY OF FORT COL L INS, COLORADO
IMPROVEMENT DISTRICT NO. 52
APPROVED
CITY ENGINEER
DRAWN BY.'d,. SHEET
TRACED DEC. 55
TYPICAL
j
32 "
/4,.
�o
/ %12
2
COMBINATION CURB, GUTTER, 8 SI DEWA L K
r
SECTIONS
24 �•
5„
H
/ R-
/2
� to
IF-- 7 "-�
STANDARD CURB 8 GUTTER
F p C B
Travel Section --�
J
I' �parabolic Crown
LsIdewal*
Standard Curb and Gutter
NO SCALE 7�ir.�i�r� Of a��ix�/'` Is Q,<? �rcX ? P:
TYPICAL STREET SECTION
TABLE OF DIMENSIONS FOR STREET SECT/ON
C
D
E
F
U
V
Dimensions (ft.) —
A
B
Street Width ft. -
4
/0
2
If
'
14
/3
/6
28
26
32
7.0
6.5
8.0
.28
.26
.32
.2/0
.195
.240
40
40
50
50
60
60
/2
70
70
14
16
/9
22
25
29
38
44
50
56
9.5
ILO
/2.5
/4.0
.38
.44
.50
.56
.285
.33011
.375
.42
80
80
90
/00
90
/00
18
1 20
)o
W
/00
I to
= 50 `
SUMMARY OF
OIJANrl rlES
ASRHAL T
II3/. 3 sq. yds.
CURB 8 GUTTER
An. ft.
COMBINATION CURB /in.ft.
CURB RADII
O each
ALLEY DRIVE
0 each
ti
i
i
i
S PUr _
G$
southern
Co�orad o _
140
3' wide concrete slab
Q)
/= 50, CQs
Colorado f
9.q
CONVENTIONAL-SIGIVS (pion view)
Required Water and Sewer Services
FxiSting Curb and Gutter
Proposed Curb B Gutter
-- ---
Property Lines
_ Alley Pon
-�
Existing Concrete Pavement
Existing A spholtic P ovement
Lot Numbers
0/
Numbers
303
House
Dimension Numbers
/90,
Block Numbers
43
2 /
Existing Centerline
Proposed Centerline
/00
Existing Concrete
ec Pavement
a:
fly
99
98
97
96
95
94
93
92
0
T.
SUMMARY OF
QUANT/T/ES
/ TEM
UNIT
RRI CE
TOTAL
ASPHALT =ront o/ sq, yds
Intersection sq. yds.
SUB- TOTAL— y9 yds
BASE -COURSE -Front- sq yds
Intersection- sgyds
SUB- TOTAL sq. yds.
ALL Er DRIVE
6 each
CURB and GUTTER
tin ft
CURB RADII
7 e ach
EXCAVATION
/ cuyds
WATER and SEWER
_
TOTAL —
SUMMARY OF OUANT/TIES
ASPHALT 1798 AAW.430. YDS.
CURB a GUT TER LIN. FT.
CURB, GUT TER, 9 SIDEWAL K O L IN. F T.
CURB RADII O EACH
ALLEY DRIVE I EACH
t
OFFICE OF THE Cl T Y ENGINEER
CITY OF FORT COL L INS, COLORADO
IMPROVEMENT D/STR/CT NO.52
APPROVED BY.' °A uwcc.4 e, ?0owa
Clrr ENGIN ER
DRAWN BY.*&x SHEET 2 OF
TRACED B Y.',4
Existing
Asphalt
145
144
143
142
141
140
139
702
4
Iq
t.41 I
I 324
1112
1108
1104
p
63.65'
71.15
70.50
63'
63'
359.3
20
5.65
6 tc)
70'
70
/45
144
143
142
141
140
139
2 0
Existing Centerline
Proposed Centerline
SUMMARY OF OUAN77TIES
ASPHALT 12775 SO. YDS.
CURB a GUT TER L 11V. F r
CURB, our TER, a SIDEWALK 0 LIN. Fr.
CURB RADII I EACH
ALLEY DRIVE I EACH
SEVIER BWA TER TAPS 2 EACH
OFFICE OF THE CITY ENGINEER
CITY OF FORT COLLINS, COLORADO
IMPI? 0 VEMEN T D IS TRIC T NO. 52
APPROVED BY.'
Cl T Y ENGINEER
DRAWN BY*&,,e SHEET -ToF . le
TRACED I DEC. 55
No Text
x
600 BLOCK, COL62RADO ST.,
tr.
196--,
/00,
2 0' to'
45.4' 45.4' 45.4' L c
4
wA �
i 20' //5' 70'
613 605 601 �c `
{
`- Property Line = Curb Linea
m p
Colorado 427� Street
f„ 50
aa .}
Jvr-
W leo.0 624 620 J 616 612 606 604 60�6�
O � h .
49.5' 45.5 45.4* 45.4 45.4 1 3/.9
P.
20
0` 20'
196
>N
SUMMARY Of OUANMIES
ASPHALT 14233 sq. yds.
CURB A NO GUTTER
CURB, GUT TER AND S/DEWAL K
CURB RADII 4
ALLEY DR/YE 2
No Text
t
/00'
W
22,
oExisting ConCrete -�
WASH/NGrON PARK
(City Owned)
575'
653'
ko HOWES S TREEIfv
M 205' , 20'
'•, 175 /75
32
Oo
AIL
y ..
:
/
S MARY OF QUAN T/Tl£S
Ir
/06
ASPHALT 4063.1 so. YDS.
106
it
CURB 9 GUTTER :ffcS* LIN. FT.
105
/05,'`
% CURB,GUTTER / WALK 0 LIN.FT.
— — — — — — — —
CURB RADII : / " EACH
104
---- — — — - — — — — — — — —
4-
E
ALLEY DRIVE; #. EACH
/ 03
102
/0-
/ o!
ldi
too
/00
OFFICE OF THE CITY ENGINEER
t
0 /
2 3 4
5 6 7
C/ TY OF FORT COL L INS, COL ORAD 0
Existing Centerline
IMPROVEMENT DISTRICT N0.52
Proposed Centerline ;
APPROVED BY•'� grw -e
CITY ENGINEER
I
. �
J
DRAWN B Y.'lfe SHEE T . a 80F /8
TRACED BY' yt. DEC. 55
No Text