Los Angeles daily herald., 1889-07-21

INTEREST DEMANDS THE CONSTRUCTION OF
CERTAIN PUBLIC SEWERS THE COST OF WHICH
WILL BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUI L INCOME AND REVENUE OF
THE CITY OF LOS ANGELES.
The MAYOR and Council of the City Of Los Ange-
les, do Orddin as fotlolUs'
SECTION l. 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 l OF this ordinance is more particularly
described as follows, to witt
oUTFALL SEWER.
The outfall seweri to commence at the in
tersectfon 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 Les Angeles and Santa Monica; thence
along taid 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 70 be oval,
with internal transverse and vertical diameters
of four and six feet, except at the crossing OF
BalloDa creek and at the ocean end, where it
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 $40. 900.
SOUTHERN INTERCEFTING 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
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 It's
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 viuided salt-glazed
The estimated cost is 10000.
CENTRAL INTERPRETING SEWER.
Commences at the inters ection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue to!Wss hin gton street; thence
easterly along Washington street to Peru street;
thence northerly on Peru to Ve1ar street; thence
easterly on Vejar to Hawthorne street; thence
northeIy on hawthorne to point st,IE soo9t sOo Oo
along the southerly boundary OF the Schearer
land to Lemon street, thence on Lemon nortn'
erly to Seventh street; thence on Seventh to
Tulip street; thence on Tulip nOrtherly to Sixth
street; thence easterly on Sixth street and lis
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 c0nstruc-
tiou OF said sewer shall be as follows:
From commencing point to Hill and was
ington streets. oval, feet 10 inches by 5 feet
inches; thence to Maple avenue, feet inches
by feet inches: thence oval, feet by feet
6 inches to Hawthorne street; thence oval, q
feet 10 inches by feet inches 10 Alameda
street; thence oval. 2 feet inches by feet to
Tulip street, thence oval, feet 6 inches by
feet 8 inches to Los Angeles River; thence
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
4 feet by feet to Kuhrts street; thence circular
1S-iuch to Downey avenue; thence circular 15-
inch to Hayes and Arroyo seco streets
OH In vol
cement and concrete; and in the circular
sewers vitrifed salt-glazed pipe, excepting at
the river crossing, which will be of boiler Or
cast-lIon
The estimated cost OF this sewer is $174,00
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 vitrified 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,1 inches to Eighth
street and 15 inches to Temple street: Inc
material in construction to be vitrified salt
glazed pipe
Estimated cost of this sewer is $6O, 900.
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
inches; thepce oval feet by q feet to Sixth
street; thence oval 3 feet 10 inches by feet
8 inches to Palmetto street; thence oval feet
8 inches by feet 8 inches to Huber street;
thence oval feet inches by 5 feet inches to
Second street, thence oval 2 feet by feet 10
I.a1r .. ntF low in n
Also street; thence circular 20 inches to Macy
street.
The material in the construction of said
sewer to consist of BRICK concrete cement and
vitr 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 street, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence o. Ninth street
easterly to the Los Angles river, thence par
allel with the river to the patent city boundary
The internal diameters and form OF said
| sewer to be as follows:
and Flower streets, oval feet by 6 feet; thence
| oval A feet inches by feet 1nches TO
Flower and Ninth streets thenee oval 4 feet 10
inches by feet 3 inches to Ninth and Olive
| streets; thence oval feet by z feet6 inches TO
| Maple avenue; thence circular feet inches
| to Wolfskill street; thence circular feet
I
| feet to Alan eda street; thence circular feet
! to the Los Angeles river; thence in fiume 10
| feet wide to the southern city patent boun
| dairy,
The material in the construction of said
sewer 10 consist of brick, concrete, cement ana
wood
The estimated cost is $275, 900.
BLYsIAN HILLS STORM SEWER.
| The Elysia Hill stoim sewer commences at
| point under Zapja Madre in the property OF
| the Capitol Milling Company, in the city OF Los
Angeles, and runs easterly scross Alameda
| street to Exchange street; thence along Ex-
change to San fernando street; thence to Mis-
| sion street; thence easterly along Mission to
| tion of Bloom street to the Los Angeles river:
| The form of said sewer to be circular, with
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 OH Alto 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
| feet per second
The material in the construction to be brick
| and cement.
The estimated cost is $12. 900.
| HoLLENBECK-ARRoYo STORM SEWER.
| The sewer commences at point where the
| extension of Sixth street would intersect An
| derson street, and runs sasterly on the pro-
/ posed Second-street extension to proposed
sire ct in Hollenbeck arroyo; thence northerly
| along said street to Louisiana avenue.
| The delivery OF said sewer at its outlet to be
| pubip