Los Angeles daily herald. [microfilm reel] (Los Angeles [Calif.]) 1884-1890, 1889-06-12

ORDINARY ANNUAL lNCOmE AND REVENUE VI
THE CITY OF Los ANGELES.
The Mayor and Council of the City of Los Angelo.
do ordain as fOlLotUs;
SECTION l. That the public interest anc
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 o.
the ordinary annual income and revenue Of the
City OF Los Angeles.
SEC. 2: The system of sewers mentioned in
Section of this ordinance is more particularly
described as follows, towit
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
way of the Southern Pacific Railroad Com any,
between Los Angeles and santa Monica; thence
along said right of wsy 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 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 INTERFERING SEWER.
Commences at the intersection of Grand ave
nue. end Jefferson street and runs in a south
eastelly 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 II ostetter avenue.
The full bore capacity Of said sewer from its
commencing point to the east end of the
crossing, of the river shall be six mil
materials in its construction shall consist of
either brick or salt glazed vitrifen pipe. From
the last mentioned point to the terminus the
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
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 q point about 300
feet north of Eighth street; thence easterly and
along the southerly boun dairy 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 on sixth street and its
extension through lands Of ]. 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:
From commencing point TO Hill and Wash
ington Streets oval, feet 10 inches by 5 feet
by 5 feet inches; thence oval, 8 feet by feet
6 inches to Hawthorne street; thence oval.
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 8
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
A feet by 6 feet to Kuhrts street; thence circu
lar 18-inch to Downey avenue; thence circular
15.ineh to Hayes and Arroyo Seco streets
The material in oval sewers TO be brick
nnr ry,f md a
sewers, vitrifed salt-glazed pipe, excepting al
the river crossing, which will be OF boiler OF
cast'irOn.
The estimated cost of this sewer is $174, 600
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
street and Wesley avenue and rups 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 ana materials in the construc
ton of said sewer shall be as follows
From commencing point to washington
street, circular. twenty.four inches interna
diameter of vitrifed salt.glazed pipe. or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
of 20 inches to Ninth street, inches to Eighth
street and Is inches to Temple street The ma
terial in construction to be v1trifed 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 2 inches by feet
inches; thence ovol feet by feet TO Sixth
street thence oval 3 feet 10 inches by S feet
inches to Palmetto street; thence oval feet
inches by 5 feet u inches to Hu Der street;
thence oval feet inches by 5 feet inches to
Second street, thence oval feet by feet to
Jo ckson street; thence circular "a inches to
Also street; thence circular 20 inches to Macy
street.
sewer 10 consist of brick, concrete, cement and
vitrifed saltgla zed 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 on 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 Is follows
From the said commencement point to Third
and Flower streets, oval feet by 6 feet; thence
oval 4 feet inches by feet inches TO
Flower and Ninth streets; thence oval feet 10
inches by feet inches to Ninth and Olive
streets; thence oval feet by feet 6 inches to
Maple avenne; thence circular fest 8 inches
to Wolfskill strest; thence ,circufar z feet 8
feet to Alameda street; thence circular feet to
the Los Angeles river; thence In fiume 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 1875 900,
ELYsIAN HILLS STORM SEWER,
The Ely sian Hill storm sewer commences at
a 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 southeIly in the proionga-
ton 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 It's construction to consist of
brick, cement, concrete and iron.
The estimated cost is $4,000.
ARROYO DE LOS Posos 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, 600.
MISUNDERSTANDING STORM SEWER.
The sewer commences at point where the
extension OF Sixth street would intersect AL
-. 49,