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6100
70' ROW
STA. 10+02,22' RT. TO
STA. 10+88, 30' RT.
BUILD 86 L.F. 15" RECMP.
Remove 90 Sq. Yds. Asphalt
Surfacing.
r Sto.10,73..34 ,
5/0.7t/5.64 to Sta. /0t 38 4,Cons/ruct
/3/9.65 S.Y. 6" PC Concret for Pavement
and 65824 LF of 6PC. oncrete
Integra/ Curb.
3240 FL
70 'ROW
Sto. 7t /2.9 to Sta 7t 29.9, Lt 8 Rt.
Remove 80 Sq. Yds. of asphalt surfacing.
12
10
9
8
7
1
Sto. /0+38.34
Construction.
1
ISu//d 36 LE
End Pay - en/
Conc. Header
ST . 10+00, 20' RT.
BU LD 4' CURB INLET.(SEE SPECS.
-N . 1981-4A) INLET FLOOR ELEV.
1.32.23
OPEN n
FI E�
Sta. 7/154 to to. 7/34,
81 Remove 2 ./ L.E of
6 x25 /Concret/ Gutter
w/6" Concrete urb.
/6/5 W. B Street
/ //2 - Story
Meta/ Frame
P PARKING
54.5'
327/ FL
O'
50'
0
O'
50'
a. 71/2.9 8 Construction
Sow 7/.2 L.5 of asphalt surto Ing
h
Eos
Rego/. 0••
r23.5'
Emerson Ave.
Sta /0t50 to Sto. //t875, Lt. S Rt.
Remove /33 S.Y. of 6 Aspha/t.
Q Mo/er P11
9/e •
We•
3362 7C
33./2 FL
33.09 TO
3250 FL
32.66 FL
32.79FL
32.69FL
32.97FL
.5505 FL
33.00/1
7•
/
See Roving District /98/-3
32.60 £
32.6/ £
33./4 £
33./6 f . 35.-I€
-- ----
1/
3339 FL • 0g/e
Remove 8 Salvage 44 L.F of /5" OMP
33.46FL 32 75F
34_367C _ - _3396 TO - _ 33200
' 32.79 FL
33./0 FL
3337F
33.74 TC
o366 m
33.26 FL
334/FL
33.77 re
Sta. /0+38.34 to Sta. /0 t 8/ Construct
48 ' Ton Type 8 Asphaltic Concrete
for Pavement j/ depth)
Sto. 8+74.5 /o 8+89 L1 Remove
Salvage /45 L.F /2 CMP
33.45FG m
iSta. 9 t/6.5, Lt. Construct 30.985.Y. of
6" PC Concrete For Driveway
3/0S. Emerso
Geroge
1 -Story
Wt.. Frame
320 S. Emerson
Goroge
1 -Story
We! Frame
sta.
PC. Concre
LI Co
r
Sig 8+2/ Lt. onstruct 25.29 S . of
6 PC. Conc /e for Driveway.
Sta. 8t83,Lt. Reov 2/.95 of6"Conc
70' ROW
•
S41.71674/ Construct93.59S.Y. of
6 PC. Concrete for Driveway.
Remove 6.24 SE 4 Concrete
sidewo/
a
13
3.17821
70'ROW
to. 7t/
Guy A
others.
h
25'
Sto. 7t/54 to ,S'/o.7t25..5'LI Remove
34/ 4.5 of 6 x2.5 Concrete Gutter
w/ 6 Concrete Curb.
4Z. 6
/80/ W B Street
/- Story
Brick Bldg
LI Telephone Po/e 6
hors to be moved by
TSM"X/" O/r..So&th:::Site..&lange.;..Gas :Metef" North
of A Street. Sto.//'0955 255 Rt.: E/ev. •/933.45
TSM X" On South Co Nut On 571/
S.E.• Corner -Of S Street -and -Emerson
Ave. Sto 6'74 27:7' Rt, Elev. /934.95
/936.0
I:N:G::::D I:ST:RI
NO..
9:8.:1..-.4.
MERSON AVENUE
A STREET :::TO:::B
STREET
C/TY OF HAST/IVGS
ENGINEERING DEPT
desgned::by= R?a:D..
drai iwii::: by.= Dove/ko
dote = MAY ::::1::9 8-2
sca/e=711--20/
:controctorfPhoenit Contr,
d4. te... co/np.= Jane . /4; :7983
type = As. bui/ts-. Nov... /983
page= ole
/93600
/9350
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/93300
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DAVID
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/50 /0100 /50 9+00 /50 8100
HIGHWAY FEDERAL•AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL pot
9PTELEDYNE
PRINTED IN U.S.A.
7 7'00
"50
6/00
SPECIFICATION NO. 1981-4A
•
Bock of Curb
PL A/V OF //VLET
/5'4"
5'O" I _ /B" I 2'O" _ /'8"3,,
5' 0"
Mom
51 4"
FRONT ELEVAT/ON
Soo Detail "4"
F.. 2' 3/_' 4
2 o"
//t00
T
5' 9"
8"171c1
3' 5A" •
OW 151 /2"
/934./
"A STREET "
/9 .4
/9342
t50
-r
ditch
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d1-11�
1.
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1/_9p.95 lc.
-- 3.its•
/933.0/ tc.
/Ot00
T
4Inlet
•digithWat
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4' 7"
5' 3"
T YP/CAL /NL ET SECT/ON
•
typical section
I� emerson avenue "storm. sewer system
•
douylos july '82.
•
4.
•
7 se* al* 1":50.
•
DAVID L
WACKFR
C JJT.
/932.00 * elw.
3X17 SKI WO MAIN JO 371/3
Paving District Na /98/-4
EMERSON A/EIIJE
A STREET TO -8 STREET
C/TY OF HAST/NGS
ENG/NEER/NG DEPT
designed by= R.J.D.
drawn by=Pave/ka
date= May /982
scale= shown
contractor =Phoenix Conti
date comp =dune /41/983
type -os kalifs -Na! /983
page= 2of 2
/933.0/ tc.
/Ot00
T
4Inlet
•digithWat
�V- I.fltfl3t'(VVSW.4?EnlW,flL if.WV nua.n•.v&w,.t.:itY('-. Yi'L. R�rv.11o.4 -.n.n Suns(nwr.fY50[V'tf 1['JIVJ. rcn�.r/)1.^!' al.`.V191/4 l)a.r, -WVfl :a:annflA/'%%-1;717x* 1"1"4"1 .11'1"" 7nr. arta'( iii'.N lZXVIYWJ`1aIk• "ri 1r-
VSi)FL•"1RSNY[RWtfl r1 t1dW .'V SI ZI Frairehinneitinb
r- �I I� —-'I ,:'t' I1' i--.11 •_ 1� � 1' - :_t I�1 m '1 I 1 .— I: ✓t/ - N — I� - i� ! - , ^I l
4' 7"
5' 3"
T YP/CAL /NL ET SECT/ON
•
typical section
I� emerson avenue "storm. sewer system
•
douylos july '82.
•
4.
•
7 se* al* 1":50.
•
DAVID L
WACKFR
C JJT.
/932.00 * elw.
3X17 SKI WO MAIN JO 371/3
Emerson Ave.
/1100
70' ROW
4575.20 Front Assess.
10100
12
50'
acY
toe
SEWELLS ADDITION
4575.20 Front Assess.
11
50'
457520 Front. Assess
10
50'
9100
1'57520
/,57520 Fr.
9
bon
the y co\nP° y e
16e0coph
50'
Assess
4575.20 Front. Assess.
8
50'
8;00
1,575.20 Front Assess.
7
50'
7100
70' RO
r
/
\j,►\\\\°m
Co0e3,62c 96 - ont. Assess
524.98 Dive
4,14794 To al Assess.
boson
domes P ocsoo
457520 Fro 1 Assess
28.88 Dri
1,60408 TotAssess.
13
SEWELLS ADDITIONS
75'
H. Lyons
Gh °\es F se°
ss
2, 362.80 Front. Assess.
/, 3/1.48 Drive
3,674. 28 Toto/ Assess.
co
6/00