Los Angeles daily herald. [microfilm reel] (Los Angeles [Calif.]) 1884-1890, 1889-06-14

necessity OF the city of Los Angeles demands
the construction of certain public sewers, the
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, to.wit
oUTFALL SEWER.
The outfall sewer is to commence at the in
tersection Of Grand avenue and Jefferson street,
aud run westerly on jefferson to Wesley y
way of the Southern Pacific Railroad Company,
between 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 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. and Jefferson street and runs in a south
easteIly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northerly
thence easterly on the Patent boundary to its
intersection with ostetter avenue.
The full bore capacity of said sewer from its
n the sbs be END m
lion gallons per twenty-four hours, and the
materials in its construction shall consist of
either brick or saltglazed vitrifed 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 100000 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
northerly 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 northerly to Sixth
| street; thence easterly on sixth street and its
extension through lands of J. 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.
ington streets, oval. feet 10 inches by 5 feet
inches; thence to Maple avenue, 3 feet 8 inches
by feet inches; thence oval, 3 feet by A feet
6 inches to Hawthorne street; thence oval. 2
| feet 10 inches by feet inches to Alameda
street; thence oval, 2 feet inches by feet to
| Tulip street; thence oval, 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 circu-
lar 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 cOncretei and in the circular
sewers, vitrifed saltglazed pipe, excepting at
the river crossing, which will be of boiler or
castiron.
The estimated cost of this sewer is STA, 600.
WESTERN INRERcEPTING SEWER
Commences at the intersection of Jefferson
nvrd INV no ct n n
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 vitrifed sslt-glszed pipe, or the
equivalent capacity 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. 8 inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vitrifed salt
glazed pipe.
The estimated cost of this sewer is $50 600.
| 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
The form and internal diameters of said
| sewer to be as follows: From Ninth street to
Seventh street oval feet inches by 6 feet
3 inches; thence oval feet by 6 feet 10 Sixth
street; thence oval 3 feet 10 inches by feet
8 inches to Palmetto street, thence oval 3 feet
8 inches by feet inches to HUI Der street;
thence oval 8 feet inches by 5 feet inc hes to
Second street; thence oval 2 feet by 3 feet to
Jackson 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
vitrifed salt-glazed pipe.
The estimated co is sos, 900.
FLOWER AND NINTH STREET STORM SEWER.
no MT MT ,etr
commences at the intersection of Beaudry and
Second streets ana 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 as follows:
From the said commencement point to Third
and Flower streets, oval feet by feet; thence
oval feet inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by feet 3 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 9
inches to Hawthorne street; thence circular &
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 $275, 900,
ELYsIAN HILLS STORM SEWER
The Ely sian Hill storm sewer commences at
point under Zapja 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 asterly along Mission to
Bloom street, thence southeIly in the prolonga-
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 is construction to consist of
brick, cement concrete and iron.
The estimated cost is $50, 900.
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 $l2, 900.
NEUTRALITY-SUSPICIOUS. STORM SEWER.
The sewer commences at a point where the
extension of Sixth street would intersect 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.
ITO cubic feet per second.
The material in its construction to be brick,
iron and cement
The estimated cost is $35 900.
KUHRTs-sTREET STORM SEWER.