Los Angeles daily herald., 1889-08-08

1889, FOR THE PURPOSE OF VoIlNo rois
AGAINST THE ISSUING OF BONDS IN IN
AMOUNT OF 81 100000, FOR THE PAYMEN
OF THE COST OF SAID SEWERS, AND Phovll
ING THE NUMBER AND CHARACTER OF tn
BONDS TO BE ISSUED.
WHEREAS, On the 9Th day OF July, 1889, Tn
City Council of the City of Los Angeles, by
vote of more than two-thirds OF all its mem oeft
passed an ordinance determining that the put
lie interest Of the people of the City OF Los Az
geles demands the construction OF certain pua
lie sewers. the cost of which will be too etea
to be paid out of the ordinary annual 1ncom
to be expended in building said sewers wa
81 $50 900. And whereas said ordinance wa
approved by the Mayor of said city on July Stn
1889, and was published each day for wv
weeks from and including the 11th day o
July, 1889. in the Los Angeles DAILY HERALD
a newspaper published in said city; Ana
whereas. the City Council of said city have mac
plans and estimates of the cost of said sewer
made by a competent engineer who has hat
successful experience in such work, Wnlci
plans and estimates have been adopted by sal,
council and are now on file In the ONCE OF TN
City Engineer of said city; now, therefore, a
this, the next regular meeting of said Councl
after such publication,
The Mayor and Council of the City Of Los Angelo
do ordain as fottolcs:
SECTION l. This t the public interest and ne
demands the building of certain sewers, ant
that it is the intention of the Council OF sait
city to submit to the qualified voters OF sale
city the proposition Of incurring a ,I dept o. o
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
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 raid sewer to be oval
with internal transverse and vertical diameter
of four and six feet, except at the crossing o.
Ballona creek and at the ocean end, where Il
will be circular. of the equivalent capacity. :.
The material in the construction of the sale
sewer to consist of brick, cement, concrete anc
iron,
The estimated ccst is $4,000.
SOUTHERN INTERFERING SEWER.
Commences at the intersection of Grand ave
nue. and Jefferson street and runs in south
Southern Charter boundary; thence along sai6
boundary to Santa Fe avenue; thence northerly
on santa Fe avenue to the Patent boundary
thence easterly on the Patent boundary to III
intersection with Hostetter avenue.
The full bore capacity OF said sewer from IT.
commencing point to the east end of the cross
ing of the river shall be six million gallons pei
twenty.four hours, and the materials i, IN III
salt glazed vitrifed pipe. From the last men
toned point to the terminus the size to bt
twenty inches, and to be of vitrifed salt glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERFERING SEWER.
CONNER at the intersection of Jefferson
street and Grand avenue, and runs northerly
on Grand avenue to Washington street; thence
thence northerly on Peru to Vejar street; thence
easterly ON Vejar to Hawthorne street; thence
northerly on hawthorne to point about SOC
feet north of Eighth street; thence easterly anC
along the southerly boundary of the Schearel
land to Lemon street; thence on Lemon north
erly to Seventh street; thence on Seventh tC
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 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:
ington streets, oval. 3 feet 10 inches by feet 6
inches; thence to Maple avenue, feet inches
by 5 feet inches: thence oval 3 feet by feet
6 inches to Hawthorne street; thence oval,
feet 10 inches by A feet inches to Alameda
street; thence oval, 2 feet inches by feet to
Tulip street; thence oval, feet inches by 8
feet inches to Los Angeles river; thence
across the river with 30inch lion pipe thence
circular 24-inch to Mission street: thence oval
feet by feet to Kuhrts street, thence circular
18-inch to Downey avenue thence circular Is
inch to bayes 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 al
the river crossing, which will be of boiler ol
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.
tion of said sewer shall be as follows:
street, circular. twenty-four inches internal
diameter of vitrified salt glazed 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 ID inches to Eighth
street and IS 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 Alameds-street storm sewer commences
at the intersection of Ninth and Alameds
streets and runs northerly on Alameda street
to Macy street.
The form and internal diameters of said
Seventh street. oval 4 feet inches by feet 3
inches; thence oval, feet by 6 feet to Sixth
street; thence oval feet 10 inches by 5 feet
inches to Palmetto street; thence oval feet
inches by feet 6 inches to Huber street
thence oval 3 feet inches by feet 3 inches tC
Second street; thence oval 2 feet by feet 70
Jackson street; thence circular "a inches to
Also street. thence circular 90 inches to Macy
street.
The material tn the construction of said sewer
to consist of brick 'oncrete, cement and vitri
ied-salt glazed pipe.
The estimated cost is $65, 600.
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 stleet, thence on Pearl to Third street
Flower to Ninth street, thence on Ninth street
easterly to the Los Angeles river, thence par
allel with the river to the patent city boun-
Diary.
The internal diameters and form of said
sewer to be as follows:
Fr.m the said commencement point to Third
and Flower streets, oval feet by feet; thence
oval 4 feet inches by feet inches TO Flower
and Ninth stree is; thence oval feet 10 inches
by feet inches to Ninth aud Olive streets
thence oval feet by z feet 6 inches to
Maple avenue; thence circular feet inches
to Wolfskill street; thence circular z feet 8
inches to Hawthorne street; thence circular :
feet to Alameda street; thence circular feet
to the Los Angeles river; thence in fume IL
feet wide to the southern city patent bouh
Diary.
The material in the construction of said
sewer to consist of brick, concrete, cement ano
wood
The estimated cost is 1915, 900.
ELYsIAN HILLS STORM SEWER.
heLlysian Hill storm sewer commences al
point under ZaIja Madre in the property o.
the Capitol Milling Compsny, in the city OF Los
Angeies' and runs easterly across Alamedl
street to Exchange street; thence Gloug Ex
change to San Fernando ST. eet; thence tt
Mission street; thence easterly along Mission
longation of Bloom street to the Los Angeles