Los Angeles daily herald., 1889-07-22

1
ORDINARY ANNUAL INCOME AND REVENUE OF
THE CITY OF Los ANGELES.
| The Mayor and Council Of the City of Los Ange.
les, do 0rddtn as fOLlOlCs
| SECTION l. That the public inte est and ne
| cesslty 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
| City of Los Angeles.
SEC. 5. The system of sewers mentioned in
Sect1on 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-
| tween Les Angeles and Santa Monica; thence
| along tait 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 lnterna! 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 j. fferson 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 eastery on the Patent boundary to It's
Intersection with HOstetter avenue.
The full bore capacity OF said sewer from its
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 men
twenty inches, and to be OF vitrifed salt-glazed
pipe. aooooo
CENTRAL INTERcEPTING SEWER.
Commences at the inters ection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue to,Washington street; thence
easterly along Wa hington 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 800
feet north of Eighth street; thence easterly ana
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 It's
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 construc-
ton OF said sewer shall be as follows:
ngon stfeeta oVs feet 10 inches by feet
inches; thence to Maple avenue, 3 feet inches
by feet inches; thence oval, feet by A feet
10 ho bR Feet m
street; thence wal, feet inches by feet to
Tulip street; thence oval feet inches by
feet inches to Los 81 Angeles @ River; thence thence
circular 24-inch to Mission street; thence oval
A feet by feet to Kuhrts street; thence circular
l8.inch to Downey avenue; thence circular 15-
inch to Hayes and Arroyo 5eco streets
The material in oval sewers to be BRICK
cement and concrete; and in the circular
sewers, vitrifed salt-glazed pipe, excepting at
the river crossing, which will be of boiler or
cast-lron.
The estimated cost of this sewer is $174, 900.
WESTERN INTERPRETING SEWER.
Commences at the intersection of Jefferson
street aud Wesley avenue and runs westerly on
Jefferson to the west city boundary; thence
northeriy along and ne ar 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:
street, circular, twenty-four inches internal
equivalent capacity in brick OF oval form.
From the latter mentioned point to Its ter
minal, it will be circular with inside diameters
street and Is inches to Temple street. The
material in construction to be vitrifed salt
glazed pipe.
ALAMEDA sTREEe STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets ana ;uns portherly on Alameda street
to Macy street.
sewer to be as follows From Ninth street to
Seventh street oval feet 2 inches by feet 3
inches; thence oval feet by ieet 70 Slxth
street; thence oval 3 feet 10 inches By 5 feet
8 inches to Palmetto street; thence oval 8 feet
8 inches by s feet 6 inches to Huber street;
thence oval 3 feet inches by feet inches to
thence oval feet sy eet
Aliso 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 $65,0O0
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
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 Angeles river, thence par
alle 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 A feet inches by 6 feet 3 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 inches to
Maple avenue; thence circular feet inches
to Wolfskill street; thence circular feet
inches to Hawthorne street; thence circular
feet to Alan. eda street; thence circular feet
to the Los Angeles river; thence in a fiume 10
feet wide to the southern city patent boun
Diary. -,
The material in the construction of said
sewer 10 consist of rick, concrete, cement and
wood.
The estimated cost is $275 900.
ELYsIAN HILLS STORM SEWER.
The Elysia n Hill stol n 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-
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 t0sbe 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 on Aliso street at the Los Ange-
les river and runs easterly on Also street to
the Arroyo de los Posos
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 $4,000.
HoLLENBEcK-ARRoYo STORM SEWER.
The sewer commences at poiut where the
extension of Sixth street would intersect An
derson street, and runs easterly on the pro-
posed Second-street extension to proposed
str ct 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.
The material In its construction to be brick,
iron and cement.
The estimated cost is $4,000.
KuHRTssrREET STORM SEWER.
80 Nnt ctR