HomeMy WebLinkAboutSTPAA-5512(6)w
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STA. 0+00
BEGIN PROJECT
44.0
0-00 0+50
BUILD
STA. 0+00 TO STA. 7+45
ASPHALT TYPE 17c/.40
381.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22)
22.00
TON
TACK COAT 551H
621.00
GAL.
6" P.C.0 PATCHING (47B) HIGH EARLY
25.00
S.Y.
* COMBINATION CURB & GUTTER LT.
30.00
L.F.
* COMBINATION CURB & GUTTER RT.
30.00
L.F.
** 5" P.C.0 SIDEWALK
484.00
S.F.
* NOTE: REMOVAL & BUILD QUANTITIES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
** NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
REMOVAL
STA. 0+00 TO STA. 7+45
ROTOMILL PAVEMENT
2485.00
S.Y.
* COMBINATION CURB & GUTTER LT.
30.00
L.F.
* COMBINATION CURB & GUTTER RT.
30.00
L.F.
5" P.C.0 SIDEWALK
484.00
S.F.
SAW CUT
44.00
L.F.
ADJUSTMENT OF UTILITIES
STA. 0+00 TO STA.
7+45
MANHOLES
1
EACH
WATER VALVES
1
EACH
TYPE 1 CURB RAMP
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TYPE 1 CURB RAMP
EXISTINGp' ppppppqq
NEW ASPHALT (WvK2 SIDEWALK
310'
NORTH
Scale: 1"=30'
30' 60' 90'
///i/
/EXISTING/
GRAV.
/*/ //.'
EXISTING
GRAV.
21/4
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7
Base Lift will consist of 1" Type 17c/.40
Top Lift will consist of 1.5" Type 17c/.40
29.0
East 7th.
45
29.0
Conc.
_I L_
Flow lines are to be covered on Top Lift only on both sides of the street (Determined by Engineer)
Extra care will be taken to maintain water flow.
Contractor shall mill down to concrete sub -base
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
Ends and retums on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Care shall be taken not to damage existing curb and gutter sections.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor is responsible to replace sprinkler heads, damaged by work done on project
Approximately 2 1/2" Existing Asphalt
VARIES
AVERAGE WIDTH FROM STA. 0+00 TO 1+00 = 36.5'
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Aspholt
Bose Lift
1 1/2" Type 17c/.40 Asphalt
Top Lift
4
Conc. Sub base
•
VARIES
AVERAGE WIDTH FROM STA. 0+00 TO 1+00 = 36.5'
Typical Section of Proposed Resurfacing
No Scale
N onc(
Approximately 2 1/2" Existing Asphalt
29'
\Cont /
STA. 1+00 TO 7+45
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Aspholt
Bose Lift
1 1/2" Type 17c/.40 Asphalt
Top Lift
29'
STA. 1+00 TO 7+45
Typical Section of Proposed Resurfacing
No Scale
TYPE I CURB RAM SIDEWALK
EXISTING
NEV ASPHALT
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SIDEWALK
TYPE I CURB RAMP
Conc.
1' R
4.
4 .
4
d 4 a
d n,
4
4 - 4
/EXIST NG
GRAY.
5'
a'
. G
4•. .a
a
6'
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
SYD, 11ar001JOB
°omo°°4;,"4� $$�/Q�° ��
1:74(`® c o0 0 0
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DAVID L o
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Project
CITY OF HASTINGS,
ENGINEERING DEPT.
Resurfacing Project
00
Proj. No.
Description
STPAA-5512 (6)
East 7th. Eastside Blvd. to 4th. Ave.
Design By Dote
Jeff L. 9/30/02
Drown By By
Jeff L. Appr�e'/ r' i(/f✓
Contractor
Dm. No.
3 of 7
2
29.0
1
7
45
8+00
8+50
9+00
9-25
29.0
EXISTING
GRAV.
Conc.
1('
Conc.
TYPE I CURB RAMP
SIDEWALK
TYPE I CURB RAMP
Existing
Concrete
Approximately 2 1/2" Existing Asphalt
SIDEVALK
CALIF 0P\
33
40'
TYPE I CURB RAMP
SIDEVALK
TYPE I CURB RAMP
TYPE I CURB RAMP
10
29.0
93
12+50
BUILD
STA. 7+45 TO STA. 9+25
STA. 10+39 TO STA. 17+36
ASPHALT TYPE 17c/.40
470.00
TON
ASPHALT TYPE 1 7C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22
28.00
TON
TACK COAT SS1H
764.00
GAL.
6" P.C.0 PATCHING (476) HIGH EARLY
25.00
S.Y.
* COMBINATION CURB & GUTTER LT.
30.00
L.F.
* COMBINATION CURB & GUTTER RT.
30.00
L.F.
** 5" P.C.0 SIDEWALK
383.00
S.F.
* NOTE: REMOVAL & BUILD QUANTITIES WILL 8E MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
** NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
12+00
12+50
13+00
REMOVAL
STA. 7+45 TO STA. 9+25
STA. 10+39 TO STA. 17+36
ROTOMILL PAVEMENT
3054.00
S.Y.
* COMBINATION CURB & GUTTER LT.
30.00
L.F.
* COMBINATION CURB Sc GUTTER RT.
30.00
L.F.
5" P.C.0 SIDEWALK
383.00
S.F.
SAW CUT
141.00
L.F.
ADJUSTMENT OF UTILITIES
STA. 7+45 TO STA. 9+25
STA. 10+39 TO STA. 17+36
MANHOLES
2
EACH
WATER VALVES
3
EACH
13+50
14+00
14+50
15+00
Conc.
)'
15+50
Scale: 1"=30'
9'
30'
16+00
ado&
NORTH
60'
90'
25 �-
16+50
17+00
17
29'
•
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Asphalt
Base Lift
1 1/2" Type 17c/.40 Asphalt
Top Lift
4
Conc. Sub base • ,� -
a
29'
Typical Section of Proposed Resurfacing
No Scale
NOTES:
Conc.
Base Lift will consist of 1" Type 17c1.40
Top Lift will consist of 1.5" Type 17c/.40
EXISTING
Rock
East 7th.
Flow lines are to be covered on Top Lift only on both sides of the street. (Determined by Engineer)
Extra care will be taken to maintain water flow.
Contractor shall mill down to concrete sub -base
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
Ends and returns on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt
Contractor shall use care in maneuvering heavy equipment over and around this Project
Care shall be taken not to damage existing curb and gutter sections.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor is responsible to replace sprinkler heads, damaged by work done on project.
1 R
5'
Q
4
!J•
4
4
4
4
Q
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
46'
-.— 25' _-.-
36
TYPE I CURB RAMP
SIDEVALK
29.t
0
1
, CITY OF HASTINGS,
ENGINEERING DEPT. /7 0
Project
Resurfacing Project
Proj. No.
STPAA-5512 (6)
Description
East 7th. Eastside Blvd. to 4th. Ave.
Design By
Jeff L.
Drown By Jeff L.
Dote Contractor
9/30/02
Approved By
2
Dm. No.
4 of 7 J
r
777.
EXISTI G
GRAY
/, A
29.0
17-36
18+00
18+50
19+00
50
415.
BUILD
STA. 17+36 TO STA. 27+25
ASPHALT TYPE 17c/.40
528.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
20.00
TON
PG BINDER (64-22)
31.00
TON
TACK COAT SS1H
860.00
GAL.
6" P.C.0 PATCHING (476) HIGH EARLY
25.00
S.Y.
* COMBINATION CURB & GUTTER LT.
40.00
L.F.
* COMBINATION CURB & GUTTER RT.
40.00
L.F.
** 5" P.C.0 SIDEWALK
160.00
S.F.
* NOTE: REMOVAL & BUILD QUANTITIES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
** NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
J
Existing Conc.
REMOVAL
STA. 17+36 TO STA. 27+25
ROTOMILL PAVEMENT
3437.00
S.Y.
* COMBINATION CURB & GUTTER LT.
40.00
L.F.
* COMBINATION CURB & GUTTER RT.
40.00
L.F.
5" P.C.0 SIDEWALK
160.00
S.F.
SAW CUT
50.00
L.F.
ADJUSTMENT OF UTILITIES
STA. 17+36 TO STA.
27+25
MANHOLES
1
EACH
WATER VALVES
2
EACH
30 '
NORTH
Seale: 1"=30'
0'
30'
'
10'
Existing
Conc.
19+50
20+00
20+50
21+00
21+50
East 7th.
Approximately 2 1/2" Existing Asphalt
29'
//4
_x1STINO
GRAY.
//
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Asphalt
Bose Lift
29'
1 1/2" Type 17c/.40 Asphalt
Top Lift
Typical Section of Proposed Resurfacing
No Scale
NOTES:
22+00
Base Lift will consist of 1" Type 170/.40
Top Lift will consist of 1.5" Type 17c/.40
22+50
23+00
!1/F
SIDEWALK 1
TYPE I CURB RAMP
23+50
5
W
TYPE I CURB RAMP
SIDEWALK
TYPE I CURB RAMP
Flow lines are to be covered on Top Lift only on both sides of the street (Determined by Engineer)
Extra care will be taken to maintain water flow.
Contractor shall mill down to concrete sub -base
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
* Ends and retums on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt
Contractor shall use care in maneuvering heavy equipment over and around this Project.
Care shall be taken not to damage existing curb and gutter sections.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor is responsible to replace sprinkler heads, damaged by work done on project.
24+00
24+50
25+00
25+50
1' R
26+00
26+50
5'
4.
4
v
4.
d •
4 .
4
O
4 .
.
4
4
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
27+00
27
25
29.0
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CITY OF HASTINGS,
ENGINEERING DEPT.
Project
Resurfacing Project
PfQJ' Ne. STPAA-5512 (6)
Description
East 7th. Eastside Blvd. to 4th. Ave.
Design By
Jeff L.
Drown By Jeff L.
Dote Controctor
9/30/02
144V Orn. No. 5 of 7
2
TYPE I CURB RAW
Existing Conc.
W
Q
Z
Q
Existing
Conc,
TYPE I CURB RAMP
29.0
27-25
27+50
28+00
28+50
29+00
29+50
30+00
30+50
BUILD
STA. 27+25 TO STA. 36+89
ASPHALT TYPE 17c/.40
478.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
20.00
TON
PG BINDER (64-22
28.00
TON
TACK COAT SS1H
777.00
GAL.
6" P.C.0 PATCHING (47B) HIGH EARLY
25.00
S.Y.
* COMBINATION CURB & GUTTER LT.
30.00
L.F.
* COMBINATION CURB & GUTTER RT.
30.00
L.F.
** 5" P.C.0 SIDEWALK
460.00
S.F.
* NOTE: REMOVAL & BUILD QUANTITIES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
** NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
31+00
31+50
32+00
REMOVAL
STA. 27+25 TO STA. 36+89
ROTOMILL PAVEMENT
3107.00
S.Y.
* COMBINATION CURB Sc GUTTER LT.
30.00
L.F.
* COMBINATION CURB Sc GUTTER RT.
30.00
L.F.
5" P.C.0 SIDEWALK
460.00
S.F.
SAW CUT
00.00
L.F.
ADJUSTMENT OF UTILITIES
STA. 27+25 TO STA.
36+89
MANHOLES
2
EACH
WATER VALVES
1
EACH
32+50
33+00
33+50
34+00
34+50
30'
Scale: 1"=30'
0'
TYPE I CURB RAMP
SIDEWALK
35+00
30'
Q
7
oJ
Existing
Conc.
NORTH
60'
90'
TYPE 1V CURB RAMP
SIDEWALK
35+50
36+00
36+50
36
Existing
Conc.
v
Q
East 7th.
Existing
Conc.
SIDEWALK
TYPE I CURB RAMP
Approximately 2 1/2" Existing Asphalt
+
. Conc. Sub—bose . ..
•
29'
♦ J
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Asphalt
Bose Lift
1 1/2" Type 17c/.40 Asphalt
Top Lift
•
Conc
Sub—bose ..,
29'
Typical Section of Proposed Resurfacing
No Scale
NOTES:
Base Lift will consist of 1" Type 170/.40
Top Lift will consist of 1.5" Type 170/.40
Flow lines are to be covered on Top Lift only on both sides of the street (Determined by Engineer)
Extra care will be taken to maintain water flow.
Contractor shall mill down to concrete sub -base
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
* Ends and returns on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt.
Contractor shall use care in maneuvering heavy equipment over and around this Project
Care shall be taken not to damage existing curb and gutter sections.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor is responsible to replace sprinkler heads, damaged by work done on project
1' R
TYPE I CURB RAMP
SIDEWALK
TYPE I CURB RAMP
5'
4.
44 .
4
4
4
4'
a 4
a. •
7J
.4
4
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
89
t
29.0
?Pro 61\
einl
WV
8y= WWACCKERR o2E
+moi+* E-5090 All
;c:* - • 04'20
+�+5., ,+1C°" a c. c?"4 � °r
Project
. CITY OF HASTINGS,
ENGINEERING DEPT.
Resurfacing Project
Proj. No.
Description
STPAA-5512 (6)
East 7th. Eastside Blvd. to 4th. Ave.
Design By
Jeff L.
Drawn By Jeff L.
Dote Contractor
9/30/02
Approved By Azt/ Corn. No. 6
of 7
J
East 7th,
36-89
TYPE I CURB RAMP
SIDEWALK
Existing
Conc.
BUILD
STA. 36+89 TO STA. 42+09
ASPHALT TYPE 17c/.40
258.00
TON
ASPHALT TYPE 17C/.40 DRIVEWAY INLAYS
10.00
TON
PG BINDER (64-22)
15.00
TON
TACK COAT SS1H
419.00
GAL.
6" P.C.0 PATCHING (47B) HIGH EARLY
25.00
S.Y.
* COMBINATION CURB & GUTTER LT.
20.00
L.F.
* COMBINATION CURB & GUTTER RT.
20.00
L.F.
** 5" P.C.0 SIDEWALK
260.00
S.F.
* NOTE: REMOVAL Sc BUILD QUANTITIES WILL BE MARKED IN
THE FIELD AT VARIOUS LOCATIONS BY ENGINEER.
REPAIR IS NOT CONTINUOUS BETWEEN STATIONS.
** NOTE: HANDICAP RAMPS ARE REQUIRED AT INTERSECTIONS
IN CONJUNCTION WITH SIDEWALK CONSTRUCTION.
SEE SPECIAL PLAN C
TYPE I CURB RAMP
37+50
38+00
38+50
39+00
REMOVAL
STA. 36+89 TO STA. 42+09
ROTOMILL PAVEMENT
1676.00
S.Y.
* COMBINATION CURB Sc GUTTER LT.
20.00
L.F.
* COMBINATION CURB & GUTTER RT.
20.00
L.F.
5" P.C.0 SIDEWALK
260.00
S.F.
SAW CUT
29.00
L.F.
ADJUSTMENT OF UTILITIES
STA. 36+89 TO STA.
42+09
MANHOLES
1
EACH
WATER VALVES
1
EACH
39+50 40+00 40+50
41+00
TYPE 1 CURB RAMP
SIDEWALK
TYPE I CURB RAMP
Existing
Conc.
/SIDEWALK
41+50
42
29.0
Conc.
Approximotely 2 1/2" Existing Asphalt
29'
Typical Section of Existing Street
No Scale
1" Type 17c/.40 Asphalt
Bose Lift
1 1/2" Type 17c/.40 Asphalt
Top Lift
*
Conc. Sub—base
29'
Typical Section of Proposed Resurfacing
No Scale
NOTES:
Base Lift will consist of ?Type 17c/.40
Top Lift will consist of 1.5" Type 17c1.40
09
29.0
Flow lines are to be covered on Top Lift only on both sides of the street (Determined by Engineer)
Extra care will be taken to maintain water flow.
Contractor shall mill down to concrete sub -base
Concrete sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
* Ends and retums on Project will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt.
Contractor shall use care in maneuvering heavy equipment over and around this Project
Care shall be taken not to damage existing curb and gutter sections.
Contractor is responsible to place Asphalt inset into driveways where needed.
Contractor is responsible to replace sprinkler heads, damaged by work done on project.
STA. 42+09
END PROJECT
30'
Seale: 1"=30'
0'
30'
1' R
441(::]lbaL
NORTH
60'
5'
4 a.
d 4
4
4
4
.1 •4
ZS
a
6'
'a
4 4
4
Q . • 4
41
6'
30'
Combination Curb & Gutter Detail
Match Existing
No Scale
90'
pOQxyeeeeo°v°p°�
eteQ dtESS/Q +
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.tee QAVIDL °T.`1
EH: WALKER
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de 9.
roe 47,ee Xi-
ACITY OF HASTINGS,
ENGINEERING DEPT. /7 0
Project
Resurfacing Project
Proj. No.
Description
STPAA-5512 (6)
East 7th. Eastside Blvd. to 4th. Ave.
Design By
Jeff L.
Drown By Jeff L.
Dote Contractor
9/30/02
Approved
1,167447
Dm. No.
7
of 7 J