Los Angeles daily herald., 1889-08-07
OFFICIAL.
,~~~.~~~-oo~o~~~~->.~~ ->.~~~s~N-oS>~-~->N~o~-o
ORDINANCE NO. 290.
New Series.)


AN ORDINANCE DECLARING THE NECESSITY OF
BUILDING CERTAIN SEWERS, PROVIDING FOR
THE HOLDING OF SPECIAL ELECTION IN
THE CITY OF LOS ANGELES ON AUGUST BOTH,
1889, FOR THE PURPOSE OF VOTING FOR OR
AGAINST THE ISSUING OF BONDS IN THE
AMOUNT OF $1,2SO,OOO, FOR THE PAYMENT
OF THR COST OF SAID SEWERS, AND PRovID-
ING THE NUMBER AND CHARACTER OF THE
BONDS TO BE ISSUED.
WHEREAS, On the 9Th day of July, 1885, the
City Council of the City Of Los Angeles, by a
vote of more than two-thirds 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, 100000. And wheI eas 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 Les Angeles DAILY HERALD
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, at
this, the next regular meeting of said Council
after such publication.
1he Mayor and Council of the City Of Los Angeles
do orddin as fOllOiCS:
SECTION 1. Thst the public interest and ne
cessi:y Of the people of the City OF Los Angeles
demands the building of certain sewers, and
that 1t is the intention of the Council of said
city to submit to the qualified voters Of said
city the proposition of incurring a debt OF
81 ,280, 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 ] Jeferson 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 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 INTERFERING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street end 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; ga y.
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
cfw av,d nrnn md ms pn hn RI W
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
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 J. Regan to Ander-
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, 3 feet inches
by feet inches thence oval, 3 feet by feet
6 inches to Hawthorne street; thence oval, 2
street, thence oval, 2 feet 8 inches by 4 feet to
Tulip street; thence oval, feet 6 inches by 8
feet inches to Los Angeles river; thence
circular 24-inch to Mission street; thence oval
4 feet by 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, 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
west end of Temple street.
The form, size and materials in the construc.
ton of said lever shall be as follows
From commencing point to Washington
street, circular, twenty-four inches internal
diameter of vitrified salt-glazed pipe, or the
equivalent capat ity in brick of oval form.
From the latter mentioned point to its ter
minal, it will be circular with inside dfameters
of 20 inches to Ninth street. 18 inches to Eighth
street and IS inches to Temple street: The
material in construction to be vitiifed salt
glazed pipe.
The estimated cos. of this sewer is 10000.
ALAMEDA-sTREET STORM SEWER;
The Alameds-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 feet inches by 6 feet 3
inches; thence oval. A fe ct by 6 feet to Sixth
street: thence oval 8 feet 10 inches by 5 feet
inches to Palmetto street: thence oval feet
inches by 5 feet 6 inches to buber 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, oncrete cement and v1tr1-
ied-sa 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 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 ooun-
dary.
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 6 feet; thence
oval feet inches by feet inches 10 Flower
and Ninth streets; thence oval feet 10 inches
by feet 3 inches to Ninth and Olive streets;
thence oval 5 feet by z feet 6 inches to
Maple avenue; thence circular z feet inches
to Wolfskill street; thence circular z feet 8
feet to Alameda street; thence circular 8 feet
to the Los Angeles river; thence in hume 1C
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 1926, 900.
ELYsIAN HILLS STORM SEWER.
The Elysian Hill storm sewer commences al
a point under ZaDia Madre in the property OF