Los Angeles daily herald., 1889-08-10
OFFICIAL.
ORDINANCE NO. 29O.
New 6eries.)

| ORDINANCE NJ. Z9O.
| (New series)
AN ORDINANCE DECLARING THE NECESSITY OF
| BUILDING CERTAIN SEWERS, PROVIDING Foh
| THE HOLDING OF SPECIAL ELECTION IN
| THE CITY OF Los ANGELES ON AUGUST ooIh
1889, FOR THE PURPOSE OF VOTING FOR Oh uB
AGAINST THE ISSUING OF BONDS IN THE
AMOUNT OF ST 100000, FOR THE PAYMENT
| OF THE COST OF SAID SEWERS, AND PHoYlD
| ING THE NUMBER AND CHARACTER OF THE
| BONDS TO BE ISSUED.
| WHEREAS, On the Sth day of July. 1889, the
City Council of the City of Los Angeles, by
| vote of more than two-thirds of all it's mem bers
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
ST, ,2sO, 900. And whereas said ordinance was
approved by the Mayor of said city on July 9th,
| 1889, and was published each day for two
weeks from and including the 11th day OF
July, 1889. in the Los 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 a competent engineer who has had
successful experience in such work, which
plans and estimates have been adopted by sald
| council and are now on file in the office OF the
\ City Engineer of said city; now, therefore, at
| this. the next regular meeting of said Council
| after such publication.
The Mayor and Council of the city of Los Angeles
do ordatn as foILotCS:
SECTION l. Ths 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
81, ,2S0, 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.
ut. iy
tersection of Grand avenue and Jefferson street,
| and run westerly on Jefferson to Wesley ave-
nue.: thence on Wesley avenue to right of way
tween Los 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 diameters
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 $4,000.
SOUTHERN INTERPRETING 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 che 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
salt-glazed vitrifed pipe. From the last men
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
on Grard 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 q point about 300
feet north of Eighth street; thence easterly and
along the southerly boundary of the Schearer
erly to Seventh street; thence oD Seventh to
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 northeIly on Anderson to AlisO street;
thence northerly. along the east side of the
official river bed to the intersection of Hayes
and Arroyo Sec0 streets.
The form, size and material in the construc-
tion of said sewer shall be as follows:
in gton streets, oval, 8 feet 10 inches by feet
inches; thence to Maple avenue, feet inches
BY 5 feet 6 inches: thence oval, 3 feet by feet
feet 10 inches by A feet 3 inches to Alameda
street; thence oval, 2 feet 8 inches by a feet to
Tulip street; thence oval feet inches by
across the river with 30.inch lion 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 15-
inch to Hayes snd 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 on
Jefferson to the west city boundary; thence
northerly along and near said boundary to the
wekt end of Temple street.
The form, size and materials in the construc.
tion of said lever shall be as follows:
From commencing point to Washington
diameter of vitrified salt-glszed pipe, or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
of 20 inches to Ninth street. 18 inches to Eighth
street and i5 inches to Temple street. The
material in construction to be vitiifed 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
to Macy 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
inches; thence oval. fe ct by 6 feet to Sixth
street; thence oval 3 feet 10 inches by 5 feet
8 inches to Palmetto street: thence oval 3 feet
8 inches by feet inches TO Buber street;
| thence oval feet inches by feet 3 inches to
Second street, thence oval 2 feet by 3 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, concrete, cement and yitri-
| fed salt glazed pipe.
The estimated cost is $65, 700.
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
| easterly to the Los Angeles river thence par
| allel with the river to the patent city bCun-
| dary.
The internal diameters and form of said
| sewer to be as follows:
Firm the said commencement point TO Third
| and Flo wer streets, oval feet by feet; thence
| oval feet 2 inches by feet inches TO Flower
| and Ninth streets; thence oval feet o inches
| by feet inches to Ninth and Olive streets;
| thence oval feet by z feet = inches to
| Maple avenue; thence circular z feet inches
| to Wolfskill street; thence circular feet
| inches to Hawthorne street; thence circular
| feet to Alameda street; thence circular 8 feet
| to the Los Angeles river: thence in n hume q