Los Angeles daily herald., 1889-06-13
OFFICIAL.
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ORDINANCE NO. 103.
New Series

AN ORDINANCE DETERMINING THAT THE PUBLIC
INTEREST DEMANDs THE CONSTRUCTION OF
CERTAIN PUBLIC SEWERS, THE COST OF WHICH
WILL BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUAL INCOME AND REVENUE OF
THE CITY OF Los ANGELES.
The Mayor and Council Of the city Of Los angeles
do ordGin as fotIo,Cs;
SECTION 1. That the public interest and
necessity of the city of Los Angeles demands
the construction of certain public sewers the
cost of which will be too great 10 be paid out OF
City of Los Angeles.
SEC. 2, The system of sewers mentioned in
Section OF this ordinance is more particularly
described as follows to-wit
oUTFALL SEWER.
The outfsll sewer is to commence at the in
tersection of Grand avenue and Jefferson street,
and run westerly on Jefferson to Wesley
way of the Southern Pacific Railroad Company,
between Los Angeles and Santa Monica; thence
along said right OF way. to Ballona station;
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
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 INTERPRETING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in south
essterly 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 its
intersection with Hostetter avenue.
The full bore capacity of said sewer from its
commencing point to the east end Of the
lion gallons per twenty-four hours, and the
materials in its construction shall consist Of
either brick or salt glazed vitrifed pipe. From
size to be twenty inches, and to be of vitrifed
salt glazed pipe.
The estimated cost is $50, 900 90.
CENTRAL INTERPRETING 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
portherly on Hawthorne to 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 on Seventh to
Tulip street; thence on Tulip uortherly to Sixth
street; thence easterly on sixth street and its
extension through lands of J. Regain 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, feet 10 inches by 5 feet 8
inches; thence to Maple avenue, 3 feet 8 inches
by 5 feet inches; thence oval, 3 feet by feet
feet 10 inches by feet 3 inches to Alameda
street; thence oval, 2 feet inches by feet to
Tulip street; thence oval, feet inches by 3
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
feet by feet to Kuhrts street; thence circu-
i5 is to HAYES la " and Arroyo seco streets
The material in oval sewers TO be brick,
cement and concretei and in the circular
the river crossing, which will be Of boiler or
cast-iron.
The estimated cost of this sewer is $174 900.
WESTERN INRERCEPTING 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-
ton of said sewer shall be as follows:
From commencing point to Washington
street, circular, twenty-four inches internal
diameter OF Sitrihed ssis;glazed PIPE, OF the
From the latter mentioned point to Its ter
min al, it will be circular with inside diameters
street and Is inches to Temple street, The ma.
| terial in construction to be vitrihed salt
glazed pipe.
The estimated cost 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
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by feet
inches; thence oval 4 feet by 8 feet 10 Sixth
street: thence oval 8 feet 10 inches by 5 feet
8 inches to Palmetto street; thence oval feet
8 inches by 5 feet 6 inches to Huber street;
thence oval 3 feet inches by 5 feet 3 inches to
Second street; thence oval 2 feet by feet to
j ckson street. thence circular "a inches to
Also street; thence circular 20 inches to Macy
street.
The material in the construction of said
sewer to consist of brick, concrete, cement and
vitrified salt-glazed pipe.
The estimated cost $65, 900.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
commences at the intersection OF Beaudry and
Second streets ano runs easterly On Second to
Pearl street, 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 boundary.
The internal dismeters 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 inches to
Flower and Ninth streets; thence oval feet 10
inches by feet inches to Ninth and 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 s
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in a f1nme 10 feet
wide to the southern city patent boundary.
The material in the construction OF said
sewer to consist of brick, concrete cement and
wood
The estimated cost is 1925, 900,
ELYsIAN HILLS STORM SEWER.
The Ely .ian 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 along Ex-
change to San Fernando street; thence to Mis-
sion street; thence easterly along Mission to
Bloom street; thence southerly in the prolonga-
The form of said sewer to be circular, with
a capacity to discharge 100 cubic feet per
second.
The material in is construction to consist of
brick, cement, concrete and iron.
The estimated cost is 100000.
ARROYO DE Los pesos STORM SEWER.
Commences on Also street at the Los Angeles
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, COO.
HoLLENBECK-ARRoYO STORM SEWER.
The sewer commences ct point where the
extension OF Sixth street would interEect An
derson street. and runs easterly on the pro-
posed Second steeet extension TO proposed
street in Hollenbeck arroyo; thence northerly
along said street to Louisiana avenue.
The delivery of said sewer at its outlet to be
ITO cubic feet per second.
al in N ba hriak