Los Angeles daily herald., 1889-08-05

1883 FOR THE PURPOSE OF VOTING FOR OR
AGAINST THE ISSUING OF BONDS IN THE
OF THE COST OF SAID SEWERS, AND PRovID-
| 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-thirds of all its members.
| ed an ordinance determining that the pub
lie interest OF the people of the City of os An
| geles demands the construction OF certain pub
| lie sewers. the cost of which VIII be too great
| to be paid out of the ordinary annual income
| and revenue of said city, and that the smount
| to be expended in building said sewers was
81, ,28O, 600. And whel ess said ordinance was
| approved by the Mayor of said city on July 9th,
1859, 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
| m sde 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,
The Mayor and Council of the City of Los Angeles
do 0rddin as foLLotCs:
SECTION 1. Tn 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 ,28O, 900, and for which debt bonds shall be
issueo 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 Je efferson 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 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 aud
iron,
The estimated cost is $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
on Santa Fe avenue to the Patent boundary;
thence easterly oD the Patent boundary to its
intersection with Hostetter avenue
The full bore capacity of said sewer from its
commencing point to the east en- of the cross
ing OF the river shall be six million gallons per
twenty-four hours, and the materials in its
salt glazed vitrifsd pipe. From the last men,
toned point to the terminus The size to be
twenty inches, and to be of vitrified alt glazed
pine.
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 Washin gtOn street to Peru street,
thence northerly on Peru to Vejsr street; thence
easterly on Vejar to Hawthorne street; thence
northerly on hawthorne 10 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 oD seventh 10
1ulip street; thence on Tu ip 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
From commencing point to Hill and Wash,
iugton streets, oval 3 feet 10 inches by feet
inches; thence to Maple avenue 3 feet inches
by 5 feet inches; thence oval, feet by feet
6-inches to bawthorne street; thence oval, 2
feet 10 inches by 4 feet 3 inches to Alameda
Tulip street; thence oval, feet inches by
| feet inches to Los Angeles river; thence
across the river with 80 inch ION 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 Is
inch to bayes ind Arroyo Seco streets
The material IN oval sewers to be brick,
cement and concrete; and in the circular
sewers. vitrified salt glazed pipe excepting st
the river crossing, which will be of boiler or
cast-iron.
The estimated cost of this sewer is $174, 900.
WESTERN INTERFERING SEWER.
Commences at the intersection of Jefferson
street and Wes ey avenue and runs westerly On
Jefferson to the wet city boundary; thence
northerly along and near said boundary to the
west end of Temple street,
The form, size and materials in the construc-
ff,rt Nfo p,I,o n hoa fNl11
From mmencing point to Washington
street, circular twenty-four inches inteT eTnal
diameter of vitrified salt-gla lazed pipe, or the
equivalent capa ity 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 1S inches to Eighth
material in construction to be Wit ifed salt
glazed pipe.
The estimated cost of this sewer is 100000.
ALAMEDAsTREET 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 feet inches by feet
inches thence oval 4 fe ct by feet to Sixth
street; thence oval 3 feet 10 inches by feet
8 inches to Palmetto street thence oval 3 feet
thence oval feet inches by feet inches to
Second street; theucr oval feet by 3 feet to
JaCKSOn street, tneOCe CIRCULAR "a lnCQeS 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 yitri-
fed salt 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
day.
The internal diameters and form of said
sewer to be as follows:
FIR m the said commenceme ent point to Third
and Flower streets, oval feet by feet; thence
oval A feet 2 inches by feet 8 3inches 10 Flower
by 7 feet inches to Ninth and Olive streets;
thence oval feet by z feet 6 inches to
Maple avenue; thence circular feet inches
to Wolfskil street; thence circular feet 8
inches to Hawthorne street: thence circular
feet to Alameda street; thence circular feet
feet wide to the southern city patent boun
dairy.
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
the Capitol Milling Company, in the city OF Los
Angeles, and runs easterly across Alameda
street to Exchange street; thence slong Ex-
change to San Fernando street; thence to
Mission street; thence easterly along Mission
to Bloom street; thence southerly in the pro-