Los Angeles daily herald., 1889-08-04

4 - r,r-
| THE CITY OF Los ANGELES ON AUGUST oOTH
1889. FOR THE PURPOSE OF VOTING FOR of
AGaNsT m The 5sspNS pso noo OF on BUEps TE
OF THE COST OF SAID SEWERS, AND PRovlD
| ING THE NUMBER AND CHARACTER OF THE
| BONDS TO BE ISSUED.
WHEREAS, On the 9Th day of July. 1889, the
City Council of the City of Los Angeles, by a
| vote of more than two-thfrds of all Its members
passed an ordinance determining that the pub
lie interest OF the people of the City of Los An
geles demands the construction OF certain pup.
| 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, 100000. And whereas said ordinance was
approved by the Mayor OF said city on July 9tn,
| 1889, and was published each day for two
weeks from and including the 11th day OF
July, 1889. in the Les Angeles DAILY HERALD,
newspaper published, IN n said & city; 10 Ana bsd
| plans and estimates OF the cost Of said sewers
made by a competent engineer who has had
successful experience in such work. which
| plans and estima have been adopted by said
'ouncil and are now on file in the office OF the
| City Engineer of said city; now, therefore, az
this, the next regular meeting of said Council
| after such publication.
The Mayor and Council of the City Of Los Angeles
| do orddin as follopS:
| SECTION l. Th,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 incurring debt OF
| 81, ,2SO, 600, 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
rtrhf af xrarr fr oil fati
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 diameters
of four and six feet, except at the crossing of
Ballona creek and at the ocean end, where it
will be circular, of the equivalent capacity.
sewer to consist of brick, cement, concrete and
iron,
The estimated cost is $44O,O0O.
SOUTHERN INTERCEPTING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in 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 cross
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
toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERFERING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue. and runs northerly
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 a 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 on Seventh to
tulip street; thence on Tulip northerly 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 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,
ington streets, oval, feet 10 inches by $ feet
by feet inches: thence oval, 8 feet by feet
8 inches to Hawthorne street; thence oval, 2
feet 10 inches by a feet inches to Alameda
Tulip street; thence oval, feet 6 inches B by 3
feet inches to Los Angeles river; thence
across the river with 3O-inch iron pipe; thence
circular 24-inch to Mission street: thence oval
feet by feet to Kuhrts street; thence circular
1S-inch to Downey avenue; thence circular 15-
inch to Hayes end Arroyo Seco streets.
The material In oval sewers to be brick,
cement and concrete; and in the circular
sewers, vitrified salt glazed pipe, excepting at
the river crossing, which will be of boiler or
cast-iron,
The estimated cost of this sewer is $174, 900.
WESTERN INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street and Wesley avenue and runs westerly
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-four inches internal
diameter of vitrified 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
glazed pipe.
The estimated cost of this sewer is $6O, 1000.
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.
The form and internal diameters of said
sewers to be as follows; From Ninth street to
inches; thence oval. A fe ct by 6 feet to Sixth
street, thence oval feet 10 inches by feet
9 inches to Palmetto street; thence oval 3 feet
8 inches by feet inches to huber street;
thence oval feet inches by feet inches to
Second street; thence oval feet by 3 feet to
Jackson street; thence circular "a inches TO
Also street. thence circular 20 inches to Macy
street
The material tn the construction of said sewer
to consist OF brick, concrete. cement and vitri-
fed salt glazed pipe.
The estimated cost Ia $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 ST. eet, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence on Ninth street
allel with the river to the patent city boun-
dairy.
The internal dismeters and form of said
sewer to be as follows:
From the said commencement point to Third
and Flower streets, oval feet by 6 feet; thence
and Ninth streets; thence oval feet 10 inches
by7 feet 3 inches to Ninth and Olive streets;
thence oval feet by feet 6 inches to
Maple avenue; thence circular feet inches
to Wolfskill street; thence circular feet
inches to Hawthorne street; thence circular
to the Los Angeles river; thence in a fiume 10
feet wide to the southern city patent boun
Diary.
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 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-
Mission street; thence easterly along Mission
to Bloom street; thence southerly in the pro-