Los Angeles daily herald., 1889-06-11


WILL BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUAL INCOME AND REVENUE OF
THE CITY OF Los ANGELES.
The Mayor and Council Of the city OF Los angeles
do orddiR as toltOiOs;
SECTION l. That the public interest and
necessity of the city of Los Angeles demands
the construction of certain public sewers, the
cost of which will be too great TO be paid out of
the ordinary annual income and revenue OF the
City of Los Angeles.
SEC. 2. The system OF sewers mentioned in
Section of this ordinance is more particularly
described as follows, to'wit:
oUTFALL SEWER.
The outfall sewer is to commence at the in
tersection of Grand avenue and Jefferson street,
and run westerly on Jefferson to Wesley
way Of the Southern Pacific Railroad Company.
between Los Angeles and Santa Monica; thence
along said right of way to Ballona station;
said station to the Pacific Ocean.
The form and size Of said sewer to be oval,
with internal transverse and vertical c1smeters
of four and six feet except at the crossing of
Ballona creek and at the ocean end, where 1t
will be circular, Of the equivalent capacity.
The material in the construction of the said
sewer to consist of brick, cement, concrete and
iron.
The estimated cost is $40. 600
SOUTHERN INTERPRETING SEWER.
Commences at the intersection of Grand ave-
nue. and jefferson street and runs in south
easteIly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northerly
thence easterly on the Patent boundary to its
intersection with Hostetter avenue.
The full bore capacity of said sewer from its
efoasn P PSe river 10 h be six m
lion gallons per twenty-four hours, and the
materials in its construction shall consist of
either brick or salt glazed yitrified pipe From
the last mentioned point to the terminus the
size to be twenty inches, and to be OF vitrifed
salt glazed pipe.
CENTRAL INTERPRETING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue, and runs nOrtherly
on Grand avenue to Was hington street; thence
essterly along Washington street to Peru street;
thence nOrtherly on Peru TO Vejar street; thence
easterly on Vejar to Hawthorne street; thence
northerly on Hawthorne to a point about 300
feet north of Eighth street; thence easterly end
along the southerly bouud Diary of the ScheaTer
land to Lemon street; thence on Lemon north
erly to Seventh street; thence on Seventh to
Tulip street; thence on Tulip northerly to Sixth
street; thence easterly on sixth street and its
extension through lands Of ]. Regain to Ander-
son street; thence on Anderson to First street;
thence northerly along the east side of the
official river bed to the intersection of Hayes
and Arroyo Seco streets.
The form, size and material in the cOnktruc
ton of said sewer shall be as follows:
From commencing point TO Hill and Wash.
ington streets, oval, feet 10 inches by 5 feet
inches; thence to Map e avenue 3 feet inches
by feet inches thence oval, feet by feet
inches to Hawthorne street; thence oval. 2
feet 10 inches by feet inches to Alameda
street; thence oval, 2 feet inches by feet to
Tulip street, thence oval, 2 feet inches by
feet inches to Los Angeles River thence
| across the river with 80 inch iron pipe; thence
ciIcnler 24-inch to Mission street; thence oval
A feet by 6 feet to Kuhrts street; thence circu-
lar 18-inch to Downey avenue; thence circular
15nch to Hayes and arroyo seco streets ZEE hrio
cement and concrete; AID in the circular
sewers, vitrifed saltglazed pipe, excepting at
the river crossing, which will be of boiler or
The estimated cost of this sewer is STA 900.
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
street and Wesley avenue and ruus westerly on
Jefferson to the west city boundary; thence
northerly along and near said boundary to the
west end of Temple street.
The form, size and mateIials in the construc-
ton of SAID sewer shall be as follows:
street, circular. twenty.fo inches internal
diameter OF yiriaed sa hg o Pipe, or the
From the latter mentioned point to its ter
minsl, it will be circular with inside diameters
of 20 inches to Ninth street. 1 inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vitrffed salt
The estimated cost of this sewer is 100000.
ALAMEDA STREET STORM SEWER.
The Alameda street storm sewer commences
at the intersection OF Ninth and Alameda
streets and runs northerly on Alameda street to
Macy street.
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by 6 feet
inches; thence oval feet by 6 feet TO sixth
street; thence oval 8 feet 10 inches by 5 feet
8 inches to Palmetto street, thence oval 3 feet
8 inches by feet inches to Huber street,
thence oval feet 6 inches by feet inches to
Second street; thence oval fest by B feet to
Js ckson street: thence circular q inches TO
Also street; thence circular 20 inches to Macy
street.
The material in the construction of said
sewer to consist of brick, concrete, cement and
vitrifed salt-glszed pipe.
The estimated co is $1,000.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
commences at the Intersection of Beaudry and
Second streets and runs easteIly on Second to
Pearl street, thence on Pearl to Third ttreet,
thence on Third to Flower street, thence on
Flower to Ninth street. thence on Ninth street
easterly to the Los Angeles river, thence par
allel with the river to the patent city boundary
The internal diameters and form of said
sewer to be as follows:
From the said commencement point to Third
and Flower streets, oval feet by feet; thence
oyal feet MI inches by feet inches ines TO
inches by feet inches to Ninth and olive
streets; thence oval feet by feet inches to
Maple avenne; thence circular feet inches
inches to Hawthorne street, thence circular
feet to Alameda street; thence circular feet to
| the LOS Angeles IlVttJ tleuCe III uuulc ~ lSSI
wide to the southern city patent boundary.
The material in the construction OF said
sewer to consist of brick, concrete, cement and
wood.
The estimated cost is 1875 900,
ELYsIAN HILLS STORM SEWER.
The Ely sian Hill storm sewer commences at
a point under Zanja Madre in the property of
the Capitol Milling Company, in the city of Los
Angeles, and runs easterly across Alameda
street to Exchange street; thence along EX-
change to San Fernando street; thence to Mis-
sion Street; thence easterly along Mission to
Bloom street; thence southerly in the prolonga-
tion of Bloom street to the Los Angeles river.
The form of said sewer to be circular, with
a capacity to discharge 100 cubic feet per
second.
The material In is construction to consist OF
brick, cement, concrete and iron.
The estimated cost is $50, 000
ARROYO DE Los pesos STORM SEWER.
Commences on Also street at the Los Angeles
river and runs easterly on Also street to the
Arroyo de los Pesos.
The capacity of the said sewer to be 400 cubic
feet per second.
The material in the construction to be brick
snd cement
The estimated cost is $4,000.
MISUNDERSTANDING STORM SEWER.
The sewer commences at point where the
extension of Sixth street would interIect An
derson street. and runs easterly on the pro,