Los Angeles daily herald., 1889-07-20

CERTAIN PUBLIC SEWERS, THE COST OF WHICH
WILL BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUAL INCOME AND REVENUE Oh
THE CITY OF Los ANGELES.
The Mayor and Council Of the City of Los Ange
les, do orddtn as fotlOWs:
SECTION 1. That the public inte est and ne
cessity of the city of Los Angeles demands that
construction of certain public sewers the cos
of which will be too great to be paid out of the
ordinary annual income and revenue of the
City of Los Angeles.
SEC. 8. 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
tersect1on of Grand avenue and Jefferson street
and run westerly on Jefferson to Wesley ave.
nue.; thence on Wesley avenue to right of way
of the Southern Pacific Railroad Company, be-
tween Les Angeles and Santa Monica; thence
along said right of way to Ballona station
thence along and near the county road from
said station to the Pacific ocean
The form and size of said sewer to be oval
with internal transverse and vertical diameterH
OF four and six feet, except at the crossing OF
Ballona creek and at the ocean end, where Ii
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 $44O, 900.
SOUTHERN INTERcEfTING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in a south
easterly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northerly
on Santa Fe avenue to the Patent boundary:
thence easterly on the Patent boundary to its
intersection with Hostetter avenue.
The full bore capacity of said sewer from its
commencing point to the east end of the cros-
ing of the river shall be six million gallons per
twenty.four hours, and The materials in its
construction shall consist of either brick or
salt glazed vitrifed pipe From the last meu-
toned point to the terminus the size to be
twenty inches, and to be of vitrihed salt-glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERCEPTING SEWER.
Commences at the inter- ection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue tolWsshington street; thence
easterly along Was hington street to Peru street.;
thence northerly on Peru to Vejar street; thence
easterly on Vejar to Hawthorne street; thence
northerly on hawthorne to point about 800
feet north of Eighth street; thence easterly ana
along the southerly boundary Of the Schearer
land to Lemon street; thence ON Lemon north
sriS W SeVenn.. street; thence on Seventh TO
Tulip street; thence on Tulip noftherly to Sixth
street; thence easterly on Sixth street and its
extension through lands of ] Regan to Ander-
son street; thence on Anderson to First street,
thence northerly on Anderson to Also street;
thence northerly along the east side OF the
official river bed to the inter section OF Hayes
and Arroyo Seco streets.
The form. size and material in the construc-
ton OF said sewer shall be as follows:
ington streets, oval, feet 10 inches by 3 feet
inches; thence to Maple avenue, feet inches
by feet inches: thence oval, feet by feet
inches to Hawthorne street; thence oval, z
feet 10 inches by A feet inches to Alameda
street; thence ov al. 2 feet inches by feet to
Tulip street; thence oval, feet inches by
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
feet by 6 feet to Kuhrts street; thence circular
1s-inch to Downey avenue; thence circular 10
10 md Arr Of
The material in oval sewers to be brick,
cement and concrete; and in the circular
sewers vitrifed salt-glazed pipe, excepting at
the river crossing, which will be of boiler or
cast-lron.
The estimated cost of this sewer is $174,OOO
WESTERN INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street and Wesley avenue and runs 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 materials in the construc-
tion of said sewer shall be as follows:
From commencing point TO Washington
street, circular, twenty flour inches internal
diameter OF vitriied salt-glszed pipe, or the
equivalent capacity in brick Of oval form.
From the latter mentioned point to its ter
minal it will be circular with inside diameters
of 20 inches to Ninth street, is inches to Eighth
street and Is inches to Temple street The
material in construction to be vitrifed salt
glazed pipe.
Estimated cost OF this sewer is $6O 900.
ALAMEDA STREET STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets and 'uns northerly on Alameda street
to Macy street.
The form and internal diameters of said
sewer to be as follows; From Ninth a. street = . to
inches; thence oval feet by q feet to Sixth
street; thence oval feet 10 inches by feet
8 inches to Palmetto street; thence oval feet
inches by 5 feet 8 inches to Huber street;
thence oval 3 feet inches by 5 feet inches to
Second street; thence oval 2 feet by feet 10
Jackson street; thence circular "a inches to
Also street; thence circular ~ inches TO Macy
street.
The material in the construction of said
sewer to consist of brick, concrete, cement and
vitr fed salt glazed pipe
The estimated cost is $65 900.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
commences at the intersection of Beaudry and
Second streets and runs easterly on Second to
Pearl street, thence on Pearl to Third street
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 teet thence
oval feet inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by feet inches To Ninth and Olive
streets; thence oval feet by z feet 6 inches to
to NolfsRill street; thence circular feet 9
inches to Hawthorne street; thence circular 8
feet to Alan. eda street; thence circular feet
to the Los Angeles river; thence in a tiume 10
feet wide to the southern city patent boun
dairy.
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 Elysia Hill storm sewer commences at
point under Zapja 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 toutherly in the prolonga'
tion of Bloom street to the Los Angeles river.
The form of said sewer to be circular, with
capacity to discharge 100 cubic feet per
second.
The material in its construction to consist of
brick, cement, concrete and iron.
The estimated cost is 100000
ARROYO DE LOS pesos STORM SEWER.
Commences on Aliso street at the Los Ange-
les 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
and cement.
The estimated cost is $4,000.
HoLLENBECK-ARRoYo STORM SEWER.
extension of Sixth street would intersect An
derson street, and runs easterly on the pro-
posed Second-street extension to proposed
strf ct in HOlle nbeck arrnyO; thence uOrtherly