Los Angeles daily herald., 1889-08-06

|
BONDS TO BE ISSUED.
WHEREAS, On the 8th day Of July. 1889, the
| City Council of the City Of Los Angeles by a
vote of more than twothirds of all its members,
passed an ordinance determining that the pub
lie interest OF the people of the City of Los An
gele. demands the construction Of certain pub
lie sewers, the cost OF which will be too great
to be paid out of the ordinary annual income
| and revenue of said city, and that the amount
to be expended in building said sewers was
81 2so0o0. And whereas said 10, ordinance % o,, was
| 1889, and was published each day for two
weeks from and including the 11th day OF
| July, 1889. in the Les Angeles DAILY HERALD,
| a newspaper published in said city; And,
whereas the City Council of said city have had
plans and estimates of the cost of said sewers
| made by competent engineer who has had
| successful experience in such work, which
plans and estimates have been adopted by said
| Council and are now on file In the office of the
| City Engineer of said city; now, therefore, al
| this the next regular meeting OF SAID Council
after such publication,
The Mayor and Council Of the City Of Los Angeles
do 0rddin as fottOtps:
SECTION 1. Tn t the public interest and ne
cessi.y of the people of the City of Los Angeles
| demands the building Of certain sewers, and
| that it is the intention of the Council of said
city to submit to the qualified voters OF said
| city the proposition OF mourning debt OF
| ST, $50, 900, and for which debt bonds shall be
| issued for the purpose of paying for the con.
struction of the following sewers, 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 ave-
nue. thence on Wesley avenue to right Of way
of the southern Pacific Railroad Company, be-
tween Los Angeles and Santa Monica; thence
thence along and near the county road from
| said station to the Pacific ocean.
The for m and size of said sewer to be oval,
with internal transverse and vertical d1ameters
nj four md oil fanf 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 $440, 900.
SOUTHERN INTERFERING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in south
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 CROSS
twenty four hours, and the materials in Its
construction shall consist of either brick or
| salt-glazed vitrifed pipe. From the last men
! toned point to the terminus the size to be
| twenty inches, and to be OF vttrifed salt glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERCEPTINe SEWER.
Commences at the intersection of Jefferson
on Grand avenue to Washington street; thence
easterly 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 point about 300
feet north of Eighth street; thence easterly and
| along the southerly boundary of the Schearer
| land to Lemon street; thence on Lemon north
erly to Seventh street; thence op Seventh 10
I Tulip street; thence on Tulip northerly to Sixth
| street; thence easterly on Sixth street and its
extension through lands of J. 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 intersection of Hayes
and Arroyo SecO streets.
The form, size and material in the construc.
ton of said sewer shall be as follows
From commencing point to Hill and Wash
inches thence to Maple avenue, 8 feet 8 inches
by feet inches: thence oval, feet by feet
inches to Hawthorne street; thence oval,
10 by feet nchss to
Tulip street; thence oval, feet inches by 8
feet 9 inches to Los Angeles river; thence
across the river with 3Oinch iIon pipe; thence
circular 24-inch TO Mission street; thence oval
feet by g feet to Kuhrts street; thence circular
1S-inch to Downey avenue; thence circular 10.
inch to Hayes snd Arroyo seco streets
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
The estimated cost OF this sewer is $174, 900.
WESTERN INTERPRETING SEWER.
Commences at the intersection of Jefferson
street and Wesley avenue and runs westerly on
Jefferson to the west city boundary; thence
Dortherly 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-four inches internal
diameter of vitrifed salt-glazed pipe, or the
equivalent capa' ity 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 10 inches to Eighth
street and i5 inches to Temple street. The
material in construction to be vitifed salt
glazed pipe.
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
The form and internal diameters of said
sewers to be as follows: From Ninth street to
Seventh street. oval A feet inches by feet 3
street; thence oval feet 10 inches by 5 feet
8 inches to Palmetto street: thence oval feet
inches by feet 6 inches TO Buber street
thence oval feet inches by feet 3 inches to
Second street; thence oval 2 feet by 8 feet to
Jackson street; thence circular "a inches to
Aliso street. thence circular 20 inches to Macy
street.
The material tn the construction of said sewer
to consist of brick, oncrete, cement and vitri-
fled 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 stl eet, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence on Ninth street
ca sterly to the Los Angeles river, thence par
allel with the river to the palent city boun-
dairy.
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
oval feet inches by feet inches 10 Flower
and Ninth stref is thence oval A feet 10 inches
thence oval feet by z feet inches tc
Maple avenue; thence circular feet inches
to Wolfskill street; thence circular 2 feet
inches to Hawthorne street; thence circular
feet to Alameda street; thence circular feet
| to the Los Angeles river; thence in a flume 1C
feet wide to the southern city patent boun
dary.
The material in the construction of said
sewer to consist of brick, concrete, cement and
wood.
The estimated cost is $275, 900.
ELYsIAN HILLS STORM sEwER.
The Elysian Hill storm sewer commences al
! 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 slong Ex-
| change to San Fernando street; thence to
Mission street; thence easterly along MlsNon
| to Bloom street; thence southerly IN the pro-
longation 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.