Los Angeles daily herald., 1889-08-03

THE CITY OF LOS ANGELES ON AUGUST BOTH
1889. FOR THE PURPOSE OF VOTING FOR OF
AGAINST THE ISSUING OF BONDS IN TIL
| AMOUNT OF 81, $50 600 FOR THE PAYMEN'
OF THE COST OF SAID SEWERS, AND PRovID
| ING THE NUMBER AID CHARACTER OF TIL
BONDS TO BE ISSUED
WHEREAS On the 9Th day of July, 1889, tht
City Council of the City of Los Angeles, by
vote of more than two-thirds of all It's members
passed an ordinance determining that the pup
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
$1,290,000. 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 oi
July, 1889. in the Los Angeles DAILY HERALD
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 mao
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 a!
this the next regular meeting OF said Council
after such publication.
The Mayor and Council of the City Of Los Angeles
do Orddin as fOll0tCs:
SECTION l. Thst the public interest and ne
cessi:y Of the people OF the City OF Los Angeles
that it is the intention of the Council OF said
city to submit to the qualified voters of said
he o ito 6
| issuec 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
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 said sewer to be oval,
with internal transverse aud 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 COSTS $4,000.
SOUTHERN INTERCEPTING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in a south.
| easterly direction on Jefferson street to the
Southern Charter boundary; thence along said
| diary 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
| salt glazed vitrified pipe. From the last men
| toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt glazed
The estimated cost is 100000.
CENTRAL INTERCEPTING 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 point about 300
fupf mr. n q fhnnna Qa nd
along the sOuthery 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 cn 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
ington streets, oval, feet 10 inches by feet 8
inches; thence to Maple avenue, feet 8 inches
by 5 feet inches: thence oval, feet by feet
6 inches to Hawthorne street; thence oval, 2
eet ~ nehss y fS ee ia
Tulip street; thence oval, feet inches by 3
| feet inches to Los Angeles river; thence
| across the river with 30inch iIon pipe; thence
circular 24.inch to Mission street; thence oval
feet by feet to Kuhrts street; thence circular
lS-inch to Downey avenue thence circular 10.
luCH W hhyes Huu OeCO sITe6lS.
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
cast-iron
The estimated cost of this sewer is $174, 900.
WESTERN INTERPRETING SEWER.
Commences at the interseot tion 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
From commencing point to Washington
street, circular, twenty-four inches internal
diameter of vitrifed salt.glazed pipe, or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
minal, 1t will be circular with inside diameters
OF 20 inches to Ninth street. 19 inches to Eighth
street and IS inches to Temple street. The
material in construction to be vitiified salt
glazed pipe.
The estimated cos. 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
Seventh street. oval feet inches by feet 3
| inches thence oval. fe eet by 6 feet to Sixth
street; thence oval feet 10 inches by feet
| 8 inches to Palmetto street: thence oval 3 feet
| 8 inches by feet inches to Huber street;
| thence oval feet inches by 5 feet inches to
Second street; thence oval 2 feet by 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-
| fled salt glazed pipe.
The estimated cost is $65,O 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
| 20 sterly 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:
| From the said commencement point to Third
| and Flower streets, oval feet by feet; thence
| oval feet inches by 6 feet 8 inches to Flower
by feet 3 inches to Ninth and Olive streets
| thence oval feet by z feet inches to
Maple avenue; thence circular 7 feet inches
| to Wolfskill street; thence circular z feet
| inches to Hawthorne street; thence circular 6
feet to Alameda street; thence circular feet
to the Los Angeles river; thence in lume 1C
feet wide to the southern city patent boun
dairy.
The material in the construction of sale
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 a
a point under Zanja Madre in the property o
Angeles, and runs easterly across Alameda
street to Exchange street; thence sloug Ex
change to San Fernando street, thence Il
Mission street; thence easterly along Mission
to Bloom street; thence southerly in the pro
loDgation OF Bloom street to the Los Angeles
| river.