HomeMy WebLinkAboutpd156•
A A
0
co
Y
K
60' Y
Cr)
0
126.25
1
/25,
1
f
4
/00
63'
2
/00
t
DUNNY JOINT
I
1
''/t"eXP•eNs1ON JOINT
/00
3
/00
/00
4
/00
4.'.i1E,.`'s
L- -
c 4' s
6" 1NTRE0/t1. 11-
'1 CURS
5
/77.S
EXISTI !STING.Z.
C
ADD.
ESTIMATED
ACTUAL
Materials
Quantity
Quantity
Rate
Amount
Pavement
f:urh nnri Gutter
Headers
59 Yds.
I in. Ft.
I I
S9. Yds.
I in. Ft.
•
1
,
" ,1
FYGAVntion
Overhnul
Cu. Yrs.
Fspansion Jnints
Parting Strip
ReSettinn MnnHnles
Re.infnrr.lnqq Bnrs
5awer St albs
tin. Ft
II
Cu. Yds,
•
I
I in. Ft.
.4
J hs.
I hs.
1
0 U w I/
Scala r * .50'
1t- 3"
23"
29"
MONOLITHIC
CURB ♦ GUTTER
214.5igIn.
N OLO. AVE.
6" CURS INTEGRAL
WITH PA V/ No
NOTE: C 4G CONSTRUCTION
Average mtx to be 1:4
37 sack cement per Itn ft. of C and G.
C and Ci to be built in 6ft sections,
Joints to be cut clear through concrete
and made at right angles with the forms..
Ys expansion point every 40 ft
2'
?it" f:J" 1L 1
3CAt.E 1"• 12'
•
DUMMY JOINT
REINFORCING 3" FROM SURFACE •
„ Imo__ _'• � •
!2'0"
CROSS SECTION
Expansion joints to be alternated with dummy joints
every /C ft. Joint material to be in 5ft. lengths/ Sin,
wide and Vein thick.
If the slob is cosi in one piece a durnnr o s/ob ail
be mode lonyitudnalq ihroaph the center" off the
0
,T
�o
2a%
1" BATTER
W wnrin+ Course
1 e MI%.
2 9"
2 COURSE
CURB 4 GUTTER
214 5, In.
is CROWN
4
ASSESSMENT PLAT
PAVING DIST. No.156
OFFICE of CITY ENGINEEQ.
PTNaylor,City Enq.
HASTINGS NEBRASKA
1932 a.
•
Drawn
Traced by
Checked By
Approved lay
Accepted 159
8-26-32 By.t,.
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JINNI1111V l 3N
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r
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8
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9
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10
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so
12
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N
So
..
•.
K
60' Y
Cr)
0
126.25
1
/25,
1
f
4
/00
63'
2
/00
t
DUNNY JOINT
I
1
''/t"eXP•eNs1ON JOINT
/00
3
/00
/00
4
/00
4.'.i1E,.`'s
L- -
c 4' s
6" 1NTRE0/t1. 11-
'1 CURS
5
/77.S
EXISTI !STING.Z.
C
ADD.
ESTIMATED
ACTUAL
Materials
Quantity
Quantity
Rate
Amount
Pavement
f:urh nnri Gutter
Headers
59 Yds.
I in. Ft.
I I
S9. Yds.
I in. Ft.
•
1
,
" ,1
FYGAVntion
Overhnul
Cu. Yrs.
Fspansion Jnints
Parting Strip
ReSettinn MnnHnles
Re.infnrr.lnqq Bnrs
5awer St albs
tin. Ft
II
Cu. Yds,
•
I
I in. Ft.
.4
J hs.
I hs.
1
0 U w I/
Scala r * .50'
1t- 3"
23"
29"
MONOLITHIC
CURB ♦ GUTTER
214.5igIn.
N OLO. AVE.
6" CURS INTEGRAL
WITH PA V/ No
NOTE: C 4G CONSTRUCTION
Average mtx to be 1:4
37 sack cement per Itn ft. of C and G.
C and Ci to be built in 6ft sections,
Joints to be cut clear through concrete
and made at right angles with the forms..
Ys expansion point every 40 ft
2'
?it" f:J" 1L 1
3CAt.E 1"• 12'
•
DUMMY JOINT
REINFORCING 3" FROM SURFACE •
„ Imo__ _'• � •
!2'0"
CROSS SECTION
Expansion joints to be alternated with dummy joints
every /C ft. Joint material to be in 5ft. lengths/ Sin,
wide and Vein thick.
If the slob is cosi in one piece a durnnr o s/ob ail
be mode lonyitudnalq ihroaph the center" off the
0
,T
�o
2a%
1" BATTER
W wnrin+ Course
1 e MI%.
2 9"
2 COURSE
CURB 4 GUTTER
214 5, In.
is CROWN
4
ASSESSMENT PLAT
PAVING DIST. No.156
OFFICE of CITY ENGINEEQ.
PTNaylor,City Enq.
HASTINGS NEBRASKA
1932 a.
•
Drawn
Traced by
Checked By
Approved lay
Accepted 159
8-26-32 By.t,.
• NUIIVHOHHU 11 'OH NV -1r
JINNI1111V l 3N
V
R
a
ti
C
r
PL) lob rue 0
P1 AN 110111 LORPOA/U 1 IN II NINI 1 AL II Or INL.
111-111111E11 1 H IMHEH 1DbAH
1 PIIIINN Ill ! it 41(1 11n INN. lINI
L.at Y
LOT
Sheet 2 of 2
PLAN 11010 C017POHAIIor. p♦\/lNh f M IH1RN1l.
ALUIIUIJI 1, NI Ir 1111 r 17) 11
ASSESSMENT SHEET
A /iV& DISTRICT 156
/V. COLO. AVE. - MOM 1P rH TO /3 rH SM.
ACCEPTED; RPR. 27, /933 AT AP YL OR , CITY ENG.
PROPER f
D/SC4iPT7 At
tot AMMON ft
BitIsa//'s
N
2
1
4t
•
r 1.
• /O
lyes, 7,01. lois // and /2
raft 001 • • // • /,p
&,'iY 71' Lot' 7
2
M
N
M
4,
H
N
OWNSr
TOTAL.
foAlshane Centra Bu.A/my.� Laanifstedat on �/ 5 39
S
so f W�1ds , $j
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erd E and Elsie Zaroban E32y2
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•
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