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Amount expended for labor and material, incidental con-
struction, etc., from Sewerage Fund $32,495 40 !

Brick sewers constructed during the year .89 miles 1

Pipe sewers constructed during the year 2.46 ** '

ToUl length 3.35 " 1

Brick and stone sewers constructed to date 57-385 miles

Pipe sewers constructed to date 140. 807 ** I

Pipe sewers in Clifton (annexed January i, 1896) 10.240 ** ,

Pipe sewers in Avondale (annexed January i, 1896) 16. 120 **

Total 224.55 "

Number of available house connections . 79,699

Total number of house connections to December 31, 1901.. . 19,361 I



Digitized by VjOOQ IC



1126



Annual Report



TABLE No. 2.

EXTENSION OF SEWERAGE SYSTEM.



For ths Ysab bndino



February 28, 1871

Febniary 29, 1872

December 31, 1872

December 31, 1878

December 31, 1874

December 31, 1875

December 81, 1876

December 31, 1877

December 31, 1878

December 31, 1879

December 31, 1880

December 31, 1881

December 31, 1882

December 31, 1883

December 31, 1884

December 31, 1885

December 31, 1886

December 31. 1887

December 31, 1888

December 81, 1889

December 31, 1890

December 31, 1891

December 31, 1892

December 31, 1893.

December 31, 1894

December 31, 1895

December 31, 1896

Territory annexed Jan. 1, 1896 (Clifton)

Territory annexed January 1, 1896)
( Avoudale) /

December 31, 1897

December 31, 1898

December 31, 1899

December 31, 1900

December 31, 1901



Miles

of Sewers

constructed

during the

year.



4 40
7.89
6.96



2.45
0.70
0.22
2.035
0.276
1.49
7.19
3.33
3.76
4.22
6.73
6.76
2.56
9.965
6.57
8.14
8.03
17.06
24.52
5.58
11.87
5.41
7.47\
10.24 >
I6.I2)
1.64
4.302
6.47
4.08
3.35



Miles

of Sewers

constructed

to date.



House
connect'ns

made
during the

year.



18.1100
26.0000
82.9680



35.4227

36.1305

36.8556

38.3907

38.6668

40.1577

47.3481

50.6848

64.4473

58.676

65.407

72.171

74.735

84.700

90.27

98.41

106.44

123.50

148.52

154.10

165.47

170.88

204.71

206.35

210.652

217.122

221.20

224.55



House

connect'ns

made

to date.



196
298
302
274
185
209
173
196
202
274
867
355
361
416
454
818
751
491
454
561
697
987
1,698
1,388
1,800

1,512

806
619
545
646
655



en

867
1,165
1.497
1,741
1.926
2,135
2,a08
2.501
2,706
2,9W
3,347
3,702
4,063
4,479
4.933
5,751
6,502
6.993
7,«7
8,006
8,705
9.642
11.340
12.728
14,528

16,090

16.H96
17,515
16.060
18.706
19,361



Total number of available house connections. 79,699



Digitized by VjOOQ IC



Engineer Department



1127









6












O










2
1
1


Henry Frank.
J. Delaney.
T. P. Strack.

McCarthy Bros.

Geo. Douglas A
J. Delaney.








1


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8








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to

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^ S g S 3 8


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,101
,025
,910

,691

,199
,950


1








51


C4 CO O C< ^ O


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09




•s








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$ S S 8


8




1


1


972
3.564.
4,723.

897

1,842.
2,371.


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^


and David street .

and Right of way

'emont, and Waver

reet, between Dorc
h of Ringgold stre

eet and Charles al

. from McMillan si


























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1 1 g I! 1 1


3










g S 1 1 § §


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PQ


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Digitized by VjOOQ IC



1128



Annual Report



TABLE No. 4.

PLANS ADOPTED DURING THE YEAR 1901.

State avenue, Lehiflan road, and Right of way Feb. 2a, 1901.

Elberon avenue, Garfield avenue, Warsaw avenue, etc Mar. U, 1901.

Forbua street. Westwood avenue. North street, etc April l.lfOL

Division 16— east of Gilbert avenue, north of Hewitt avenue April 12. 190L

St. James avenue, from Windsor street to Curtis street May 2, 190L

Forest avenue, from Purdue street 1,060 feet eaetwardly May 2, 1901.

Clifford street, Montrose street, White street, etc May 17. 1901.

Glendora avenue, Nixon street, and Shields street Jane 5, 190L

Flora street, north of Emming (amended plan) June 12, 190L

Right of way, east of Collins avenue, north of Eastern avenue June 3% 190L

Listen avenue, Carroll avenue, Hillside avenue, etn. (Riverside) July 3, 1901.

Altenhelm avenue and Burnet avenue Aug. 12. 1901.

North street, West street, Belvedere and Tower streets Sept. 28, 1901.

Kellogg avenue. Congress avenue, etc. (East End) Sept. 27, 190L

Grandln road, Columbia avenue, etc. (East End) Sept. 27, 1901.

Calumet, Gage, and Rice streets, Torrence alley, etc Oct. 10, 1901.

Glenwood avenue, from Carthage pike east 2,464 feet Nov. 2. 1901.



RESOLUTIONS PASSED BY BOARD OF PUBLIC SERVICE IN 190L



Locality


Length
in Feet


Assessm't


City's
Portion


Total Cost


Price avenue, Garfield avenue, Elberon )
avenue, etc J


4,800


15»032 00


155 00


15.1S7 00


Forbus, Margaret, and Westwood av


1.065


1.312 00


2.014 00


3.336 00


Forest avenue, from Purdue street 1,060)
feet east /


1,182


2,476 25




2,476 25






Laurel alley, from Kenyon avenue to\
Seventh street j


610


660 00


2.200 00


2,860 00


Straight street, from McMicken avenue )
to Wagner j


1,240


3,540 00


964 00


3.904 09


Smith alley, Hopkins street, Laurel, etc..


950


1,092 00


1,492 00


2,5M«


Glendora ave., Nixton and Shields street.


1,055


5.105 44


326 56


5,432 0(1


Gest street, from Freeman av. to Pine st.


590


1.285 40


341 60


1,627 OB


Montrose, Clifford, White street, etc


1,170


1.694 00


1,589 80


3.2SJW


Right of way east of Collins avenue,)
north of Eastern avenue J


270




1.848 90


1.S4SS0






Altenhelm avenue and Burnet avenue . . .


1,666


4,156 82


1.S43 38


5.500 36


Tower street, Belvedere st., West St., etc.


1,264


2,873 80




%^»


Rice, Winkler, Gage, Calumet, etc


2,549


6,256 00




fi,29««


Glenwood av., from Carthage pike east..


2,464


5.712 00


9.561 60


15,271 «


Totals


21,375


151,196 71


$21,236 84


S73,4£9







Digitized by VjOOQ IC



Digitized by VjOOQ IC



Digitized by VjOOQ IC



Engineer Department



1129



Division of Bridges.



BOADWAY BBIDOB8 MAINTAINBD BY THB CITY.



OVER THE MIAMI AND ERIE CANAL.



Location.


§.<£

fa


iJ


III




Description.


Sycamore street

Main street


60
62
60
60

58

52K

81
64
63
" ,
50


40

53
42

SZA
soA
40A
40

47A

AoA

44

30

41

43>^

soA


(2) I2>^
(2) 16
(2) 14
(2) 16
(2) 16X
(2) 12^
(2) 12)^
(2) 15

2SA
(2) 14^

(2) 10

(2) I2>^

32A
(2) I2>^
(2) 15


(2) 7A

(2) loA
(2) 7
(2) loV
(2) 9"*
(2) 7J4

(2) 7A

(2) Sli

^2) 7A
(2) 8
(2) 5
(2) 8
(2) SA
(2) 6A
(2) loX


Iron — Lattice girder.
(1 ((


Walnut street

Vine street


" Pratt truss.
" Lattice girder.

II 14


Race street


Elm street


(( <(


Twelfth street

Liberty street

Mohawk place

McMicken-av. approieh.
Marshall avenue. . . .

Hopple street

Ludlow avenue

Fifteenth street

Findlay street


11 CI

" Plate girder.

" Lattice girder.

** Pratt truss.

" Lattice gird. (arch).

" Pratt truss.

** Plate girder.

** Lattice girder.



OVER MILL CREEK.



West Sixth street..

Gest street

Harrison avenue..
Queen-City avenue

Hopple street

Colerain avenue . .
Ludlow avenue . . .



213
92

"39
107
142

133
125



50
60
40
58
33
59
34



(2)



(2)



30
20
24
19
19
39
21A



(2)
(2)
(2)
(2:
(2)
(2)
(2)



10
10

8
10

7
10

6X



Iron — Plate girder.
" Pratt truss.
** 2-deckspan, Pntttrott
** Whipple truss.
(I if

Steel arch.

Iron — Pratt truss.



OVER BOLDFACE CREEK.



Lodwick street


37


14^


hA




Iron — 3-panel truss.


Boldface road


35


14/2


WA




Timber — 3-panel truss.


Vaughn road, No. I .


33


12^


12 A




Iron — 3-panel truss.


Vaughn road, No. 2.


51


20


20




Timber — 3-panel truss.



Digitized by VjOOQ IC



1130



Annual Report



ROADWAY BRIDGES— Continued.

OVER WEST PORK AND BADGBLY RUN.



Location.



Dreman avenue. . . .

Powers street

CoJerain avenue . . .

Kirby road

Mehmert avenue . . .





11


«




63
60

23


13K
«9
24
20

>3


«5
16
20
>3


(2) 4



DBSCKimOM.



Timber— 4-pancI truss.



Span of joisl^.
4- panel tnis^



OVER C. H. * D. R. R.



Eighth street.
Hopple street



86>^
80



50^
33X



(2) 17
I9X



(2) 8j;^ I Iron— Whipple truss.
(2) 7 I *• Pratt truss.



MISCELLANEOUS.



McMillan street, over
Hunt street

Park avenue, over
Kemper lane

Columbia av., over
Collins avenue

Grand avenue, over
Kalon avenue

Shadwell street, over
Lick run

Corporation line,
over Lick run ....

Oregon st., at Third
street

Ellison av., at Lin-
wood pike

Irving St., at Forest
avenue

Curd av., over West
Fork Mill creek . .

Knowlton street, at
Ludlow run

Dane avenue, at Lud-
low run

Jonte av., at south
branch Lick run. .

Ellen avenue, at
Forest avenue. .. .

Court St., at Cheap-
side basin



138


50


(2) 16


(2)


9


351


31


19


(2)


6


112


48


32


(2)


8


189

309;^
28

36
32
52
22


18


18






i6>4

18

18


16^

18

18








16


16




16


16




18


18




56


40


(2)


8


22


40
16


40
16






30
30
20




16


16




68


48


(2)


10



Iron — Whipple truss.

f Iron— 6-deck spans,
\ Pratt truss.

I Iron — 2-deck spans,
\ Pratt truss.

Timber — Trestle.



Floor joists.
Trestle.
Floor joists.



Iron— 4-panel truss.
Wood — Span of joists.

Timber — 2-paneI truss.
(t («

Wood — Span of joints.



Digitized by VjOOQ IC



Engineer Department



1131



ROADWAY BRIDGES— Continued.

MISCELLANEOUS.



Location.



Ninth St., at Cheap-
side basin

Wehrmann av., over

C. L. &N. Ry....
Ellis av.jover Ludlow

run

Observatory av., near

Edwards road . . .
Edwards road, near

Observatory av . . .
Edwards road, near

Observatory av. . .
Linwood pike, near

Observatory av.. . .
Linwood pike, south

of Observatory av.
Glenmore' av., near

Bridgetown pike..
Werk-road bridge.

No. I

Werk - road bridge,

No. 2

Horton street, near

Queen-City av.. ..
Lick-run road, near

corporation line . .
Lick-run road, over

Lick run

Plymouth street, near

Jonte avenue



it


11


Pa


(0

35


20


40


30


(1) 10


30


30


30


(2) 10


18


18


18




18


18


18




14


24


24





16


28


28





16


19


19




8


18


18




12


16


16




20


16M


i6>i




24


18


18




18


16


16




29


20


20




44


18


18




95


14


H





Dbscription.



Wood — Span of joists.
Iron — Plate girder.
Wood — Span of joists.



Wood — Span of joists.



Wood — 4-panel truss.
Timber trestle.



OVER THE C. C. C. ft ST. L. RAILWAY, RIGHT OP WAY MAINTAINED
BY SAID COMPANY.



Central avenue . . .

Smith street

Park street

Mill street

Third street

Fifth street

Sixth street

Freeman avenue..
Carr street



52


60


(2) 18


(2)


12


Gir


175 •


46


(2) 14


(2)


9


Iroi


57


34 ,(2) II


(2)


6




48


46


(2) 14


(2)


9




98


31H


20K


(2)


5^




58^


44


(2) 14


(2)


8




62


44


(2) 14 (2)


8




60


38


(2) II


(2)


8




S7H


38


(2) II


(2)


8





Girder and floor joists.
Iron — Whipple truss.

Plate girder.

Plate girder.

Whipple truss.

Plate girder.



Digitized by VjOOQ IC



■|^-|^g2 Annual Report



ROADWAY BRIDGES— Continued.

EIGHTH - STREET VIADUCT, FROM M'LEAN AVBNUB TO EVANS STREET.

I Truss span, 80.00 feet Total, 80.00 feet.

I Girder span, 60.00 " " 60.00 "

4 Girder spans, 50.00 " •* 200.00 **

45 Girder spans, 30.00 ** •* 1,350.00 "

I Girder span, 25.81 *• " 25.81 "

I Girder span, 20.00 ** " 20.00 "

I Girder span, 66.29 " ** 66.29 "

I Girder span, 54.50 ** " 54 -So *'

Total length 1,856.60 *'

East masonry approach 375 'OO **

We^t masonry approach 341 . 10 **

Total length of viaduct and approaches 2,572.70 "

Width of roadway 36 feet.

Width of sidewalks 6 feet each.

LIBERTY -STREET VIADUCT.

24 Spans, 30 feet Total, 720 feet.

16 Spans, 60 " " 960 "

1 Span, 80 " •* 80 "

2 Spans, 120 " «• 240 •*

Total length of spans 2,000 *'

East approach 143 **

West approach 65 **

Total length of viaduct and approaches 2,208 *'

Width of roadway 19 feet.

Width of sidewalks 6 feet each.

WEST EIGHTH-STREET VIADUCT OYER BOLDFACE ROAD.

1 Span, 71.25 feet Total, 71.25 feet.

2 spans, 42.75 ** each " 85.50 *'

2 spans, 54.335 ** each ** 108.67 "

5 spans, 57.00 ** each •* 285.00 "

Total length of superstructure 55^.42 feet.

Total length of approaches 57-00 **

Total length of viaduct and approaches 607.42 feet

Clear width of roadway 32 feet.

Clear width of sidewalks 7 feet each.

Plate girder construction. Asphalt pavement for roadway and sidewalks.



Digitized by VjOOQ IC



Engineer Department



1133



ROADWAY BRIDGES— Continued.

FERN-STREET BRIDGE OVER CINCINNATI, LEBANON * NORTHERN RY.

3 spans, 60 feet each Total, 180.00 feet.

2 spans, 50 feet each ** 100.00 "

Total length of superstructure , 280.00 feet.

Clear width of roadway 30 feet.

Clear width of sidewalks 7 feet each.

Plate girder construction. Plank floor for roadway and sidewalks.

BRIDGE OVER FLORENCE AVENUE, FROM GILBERT AV. TO KENTON ST.

1 span of 90 feet Total, 90.00 feet.

2 spans of 60 feet each ** 120.00 "

I span of 72 feet " 72.00 •*

Total length of superstructure 282.00 feet.

Clear width of roadway 32 feet.

Clear width of sidewalks 8 feet each.

Plate girder construction. Asphalt pavement for roadway and sidewalks.

FOOT-BRIDGES.



Location.



M. and E. canal, at Wade street

M. and E. canal, at Fourteenth street.
M. and E. canal, at Dayton street. . . .
M. and E. canal, at Baymiller street. .
M. and E. canal, near Browne street.
M. and E. canal, at Queen-City av. . .
M. and E. canal, at Addison street...
M. and E. canal, at Dixon street. . . .
M. and E. canal, at Straight street. . .

M. and E. canal, at Bader street

Burbank street, over C. L. & N. Ky. .

East Fourth street, at Raceway

Mill creek, near Dane street

Linden street, at Cummins run

Marion street, over C. L. & N. Ry. . .



Span
in Feet.


Width


in Feet.


57


10


56


10


52


5


55


b


59


6


59


6


70


6


70


6


70


6


70


6


51/2


5K


56K


5>4


66 X 72


6


66


6


30


S}^



Description.



Iron — Pratt truss.

" Lattice girder.
Timber, 4-panel truss.



5-panel truss.



" 4-panel truss.

** Trestle.

** 2 ipaii, 5-panel truss.
" 4-panel truss.

** 2-panel truss.



SUMMARY.



Total length of iron roadway bridges 9,344.60 feet.

Total length of timber roadway bridges 1,663.00 **

Total length of roadway bridges 1 1,007.60 feet.



Total length of iron foot-bridges . . .
Total length of timber foot-bridges .

Total length of foot-bridges



113.00 feet.
847.00 •*



960.00 feet.



Digitized by VjOOQ IC



1134 Annual Report



All bridges and viaducts with the exception of the follow-
ing have plank flooring, as the custom has been until recent
years to use plank floors exclusively for bridges.

Eighth- street Viaduct, from McLean Avenue to Evans
Street, steel buckle plate construction, with brick pavement
on cement concrete.

West Eighth - street Viaduct over Boldface Road, steel
buckle plate construction, with asphalt pavement for road-
way and sidewalks on bituminous concrete.

Bridge over Florence Avenue, from Gilbert Avenue to
Kenton Street, steel buckle plate construction, with asphalt
pavement for roadway and sidewalks on bituminous con-
crete.

Colerain -avenue Bridge, oak block pavement for roadway
and cement sidewalks.

Spring-Grove-a venue Bridge over Mill Creek, which will
be completed this year, is to be built with steel buckle plates,
and have asphalt pavement on bituminous concrete for road-
way, and sidewalks of cement on cement concrete. This
bridge will be a steel arch, deck bridge, consisting of three
arch trusses 128 feet center to center of end pins, 137 feet
4 inches end to end of floor. Rise of arch at center of span
14 feet 3 inches. Roadway will be 40 feet between curbs,
with sidewalks on each side 10 feet i ^4 inches from curbs to
center of railings.

Proposed Harrison-avenue Viaduct, from Western Avenue
to State Avenue, will be 1,480 feet long, including masonr>'
approaches. The roadway will be 36 feet between curbs,
with sidewalks on each side 8 feet wide. Floor will be steel
buckle plate construction, with asphalt pavement and cement
sidewalks.

Proposed Grandin-road Viaduct over Delta Avenue will be



Digitized by VjOOQ IC



Engineer Department 1135

935 fc^ long, including masonry approaches, with roadway
34 feet between curbs and sidewalks 6 feet wide each side.
Height above Delta Avenue will be 103 feet to bridge road-
way, which will be steel buckle plate construction, with
asphalt pavement on bituminous concrete for roadway and
sidewalks of cement on cement concrete.

The proposed viaducts will have double tracks for elec-
tric street railways, and are designed to be of the best class
of municipal bridge construction. Asphalt pavement has
proven the most satisfactory for roadway pavements, and
cement pavement the best for sidewalks.

The city bridges are given constant attention by the re-
pair force connected with the Engineer Department, and are
painted, necessary repairs made, and small bridges recon-
structed. All bridges and viaducts are maintained in good
condition.

The expenditures for the year have been $26,519.69 for
painting and repairs to bridges and viaducts, including re-
construction of wood bridges.

Very respectfully,

FRANK E. MORRIS,

Assistant Engineer.



Digitized by VjOOQ IC



1136 Annual Report



Division of Sidewalks.



Cincinnati, O., January i, 1902.

Mr. H. J. Stanley, Chief Engineer B, P, S. :

Dear Sir, — I respectfully submit the following state-
ment of the work done by the Sidewalk Division in the
year 1901 :

Number of resolutions to improve passed by the board 350

Number of resolutions to contract passed by the board 15S

Orders from the board received and attended to 508

Communications transmitted 202

Assessments made 122

Number of tracings made ^ 200

Number of sidewalk notices issued 3,012

Number of sidewalk notices served 2,762

.Number of sidewalk notices mailed 250

Number of sidewalk permits issued 2,541

Number of surveys made 30

Number of square feet artificial stone constructed by city con-
tractors 102,729

Number of cubic feet freestone sills furnished and set by city

contractors . 200

Number of square yards brick paving and repaving done by

city contractors 1,406

Number of lineal feet curb furnished and set by city con-
tractors 50

Number of feet (board measure) plank sidewalk constructed

city contractors 283,580

Number of square feet artificial stone constructed by proi>erty-

owners 39>6i5

Number of square yards brick paving and repaving done by

property - owners 1 7,oiS

Number lineal feet curb reset by property-owners 2,340

Number of feet (board measure) plank sidewalk constructed

by property-owners 495«9i7



Digitized by VjOOQ IC



Engineer Department 1137



Cost of work assessed on citj for artificial stone 561 21

Cost of work assessed on private property 12,793 56



Total cost of work done by artificial stone sidewalk con
tractors



:!



$13,354 77



Cost of work assessed on city for brick sidewalks 18 88

Cost of work assessed on private property 756 47

Total cost of work done by brick sidewalk contractor $77$ 35



Cost of work assessed on city for plank sidewalks 709 18

Cost of work assessed on private property 5fOi8 05



Total cost of work done by plank sidewalk contractor $5»727 23



Total cost of work done by city contractors I9i857 35

Total cost of work done by property-owners 78,740 56

Total cost of work done under the supervision of the ) $98,598 91
Sidewalk Division \ —>—

Total cost of steps for construction and repair $4)497 43



Total number of miles artificial stone sidewalks in the city. ... '72.93

Total number of miles brick sidewalks in the city 404.67

Total number of plank sidewalks in the city '47 57

Respectfully,

HENRY AUTENRIEB,

Assistant Engineer ^ Sidewalk Division.



Digitized by VjOOQ IC



1138 Annual Report



Record and Notice Division.



Cincinnati, O., January i, 1902.

Mr. H. J. Stanley, Chief Engineer B. P, S.:

Dear Sir, — I have the honor to submit the following as
a report of the work done by the Record and Notice Division
for the year ending December 31, 1901.

The notification to property-owners of proposed improve-
ments and condemnations, examination of petitions, the
preparation of assessment plats for street and alley improve-
ments, the examination of bonds, and the examination of
the county records in connection with this work, constitute
the principal work assigned to this division during the year.

I will also state that considerable time and attention has
been given to work of a miscellaneous character, of which
no record is kept.

I respectfully refer you to the following statements for
detailed information of the amount of work done.

The following statement will show the number of notices
served, titles examined, and other information :

Number of improvement notices served personally. 2,432

Number of notices mailed to non-residents 313

Number of notices served personally outside of city limits 9'

Number of miscellaneous notices served personally 63

Number of assessment plats made for street and alley improve-
ments 36

Number of petitions reported upon, with estimate of cost and

plat showing tax valuation of property . 22

Number of titles examined for assessment plats 3,000

Number of titles examined for petitions 375

Number of titles examined for purpose of notification 2,700

Number of bonds examined as to sufficiency of sureties 15

Number of assessing ordinances prepared for street and alley

improvements 29



Digitized by VjOOQ IC



Engineer Department 1139

The following statement will show the names of the
streets and alleys for which resolutions to improve were
adopted and property -owners notified, and the character
of the improvement :

Paddock road, from Reading road to corporation line Macadam.

Gilbert avenue, from south line Hewitt avenue to north corpora-
tion line ; Brick.

McCullough street, from Eastern avenue to Dumont street Brick.

Grand avenue, from Warsaw avenue to Glenway avenue Macadam.

"^Vingate alley, from Cutter street to Kenyon avenue Brick.

}ordan alley, from Gest street to Clark street Brick.

Stites avenue, from Columbia avenue to Eastern avenuQ Bowlders.

Eggleston alley, from Morgan street to Florence avenue ... Bowlders.

Pugh alley, from John street to Smith court Brick.

Avery alley, from Baymiller street to Stone street Brick.

Fenton avenue, from Harrison avenue to VVolflf street Brick.

Noble alley, from Fourth street to Avery alley Brick.

Stephenson alley, from Baymiller street to Freeman avenue Brick.

Sedam street, from Sedam's north line to 400 feet north Brick.

Webb alley, from Baymiller street to Stone street Brick.

Webb alley, from Park street to Smith street Brick.

Bow street, from Delta avenue to Halpin avenue Macadam.

St. Gregory street, from Pavilion street to Hill street Bowlders.

Hatch street, from East Court street to East Pavilion street Bowlders.

Belvedere street, from Hatch street to Pavilion street Bowlders.

Rider alley, from Poplar street to Wade street Brick.

Fuller street, from Hatch street to Pavilion street Bowlders.



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