Los Angeles daily herald., 1889-07-23

ORDINARY ANNUA L INCOME AND REVENUE OF
THE CITY OF LOS ANGELES.
The Mayor and Council Of the city Of Los Ange-
les, do 0rddiR as fOltOlOS:
SECTION 1. That the public inte est and ne
cessity of the city of Los Angeles demands that
construction of certain public sewers, the cos,
| of which will be too great to be paid out of the
ordinary annual income and revenue of the
City OF Los Angeles.
SEC 5. The system of sewers mentioned in
Section OF this ordinance is more particularly
described as follows 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-
along said right of way to Ballons 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 it
The material in the construction of the raid
sewer to consist of brick, cement, concrete and
iron.
The estimated cost is $440 900.
SOUTHERN INTERFERING 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 the Patent boundary to It's
Intersection with Hostetter avenue.
The full bore capacity OF said sewer from its
commencing point to the east end OF the cros-
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 meu-
toned point to the terminus the size to be
twenty inches, and to be of vitrihed salt-glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERPRETING SEWER.
Commences at the inter- ection OF Jefferson
street and Grand avenue, and runs nor rtherly
on Grand avenue to,Wsshingtop street; thence
easterly along Was shington 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 800
feet north Of Eighth street; thence easterly ano
along the southerly boundary of the Schearer
land to Lemon street; thence on Lemon north
erlv 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 ]. 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 Was b,
inches; thence to Maple ave ne, 3 feet inches
by feet inches; thence oval, feet by feet
inches to Hawthorne street; thence oval,
street; thence oval. feet 8 inches by a feet to
Tulip street; thence oval 2 feet inches by 3
feet inches to Los Angeles River; thence
across the river with 80 inch iron 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 15-
inch to Hayes and Arroyo SecO streets
The material in oval sewers to be brick
cement and concrete; and in the circular
sewers, vitrifed saltgazed pipe, excepting al
the river crossing, which will be OF boiler Or
The estimated cost OF this sewer is $174,OoO
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:
From commencing point co washington
street, circular, twenty-four inches internal
diameter of vitrifed salt-glszed 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, is inches to Eighth
material in construction to be vitrifed salt
glszed pipe.
Estimated cost of this sewer is 100000.
ALAMEDA sTREEr STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets and uns northerly on Alameda street
to Macy street.
sewer to be as follows; From Ninth street to
Seventh street oval feet inches by feet 8
inches: thence oval feet by u feet to Sixth
street, thence oval feet 10 inches by feet
inches to Palmetto street; thence oval 3 feet
8 inches by feet 6 inches to Huber street;
thence oval 3 feet inches by 5 feet 8 inches to
Second street; thence oval feet & by feet 20 ,
Also street; thence circular 20 inches to Macy
street.
sewer to consist of brick, concrete, cement and
vitri fed 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 street, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence Ninth street
easterly to the Los Angeles river, thence par
allel with the river to the patent city boundary.
The internal diameters and form OF SAID
sewer to be as follows:
From the said commen cement point to Third
and Flower streets, oval feet by feet; thence
oval feet 2 inches by, feet inches to
Flower and Ninth streets; thence oval feet 10
inches by z feet inches to Ninth and Olive
Streets thence oval feet by z feet 6 inches to
Maple avenue; thence circular feet q inches
to Wolfskill street; thence circular feet 8
inches to Hawthorne street; thence circular
feet to AlaI,e eda street; thence circular 8 feet
to the Los Angeles river; thence in a hume lo
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 $275.0O
ELYsIAN HILLS STORM SEWER.
The Elysia Hill sto' N sewer commences at
point under ZaDja Madre in the property OF
the Capitol Milling Company, in the city OF Los
Angeles, and runs easterly across Alameda
street to Exchange street; thence along Ex-
change to San Fernando street; THENCE to MIS-
sion street; thence easterly along Mission to
Bloom street; thence southerly in the prOlonga'
tion of Bloom street to the Los Angeles river.
The form OF said sewer to be circular. with a
capacity to discharge 100 cubic feet per
second.
The material in its construction to consist OF
brick, cement, concrete and iron.
The estimated cost is $4,000
ARROYO DE LOS pesos STORM SEWER.
Commences on Alito street at the Los Ange-
les river and runs easterly on Also street TO
the Arroyo de los Pesos
The capacity of the said sewer to be 400 cubic
foot per second.
10 material in the construction to be brick
and cement.
Ihe estimated cost is $4,000.
HoLLEEBEcK-ARRoYo STORM SEWER.
ne sewer commences at point where the
extecsion of Sixth street would intersect An
derson street, and ruus easterly on the pro-
posed Second-street extension to proposed
str ct in HOLE nbeck arroyo; thence northerly
along said street to Louisiana avenue.
The delivery OF said sewer at its outlet To De
ITO cubic feet per second.
The material In its construction TO be brick,
iron and cement.
The estimated cost is 1886, 900.
KUHRTs-srREET STORM SEWER.
Commences on Kuhrts street At Lamar street
q Knhrtg