Los Angeles daily herald., 1889-07-12

xonn,NANcE DETERMINING THAT THE PUBLIC
INTEREST DEMANDS THE CONSTRUCTION OF
cKRTAIN PUBLIC SEWERS, THE COST OF WHICH
WIrtRE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUAL INCOME AND REVENUE OF
THE CITY OF LOS ANGELES
THE Mnuor and Council of the CUy Of Los b'ge
les do orddin as foIlo'0S:
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
oI which will be too great to be paid out of the
ordinary annual income and revenue OF the
City OF Los Angeles.
Section / of this ordinance is more particularly
described as follows to wit:
oUTFALL SEWER.
The outfal sewer is to commence at the IN
tersection of Grand avenue and Jefferson street,
and run westerly on Jefferson 10 wesley ave
nue.; thence on Wesley avenue to right OF way
of the Southern Pacific Railroad Company, De-
tween Les Angeles and Santa Monica; thence
along said right of way to Ballona stauon'
thence along and near the county ROAD from
said station to he 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 81
Balloua creek and at the ocean ond, Wnere IL
will be circular. of the equivalent capaelty.
The material in the construction OF the sald
sewer to consist of brick. cement, concrete anu
The estimated cost is $44O, 600.
SOUTHERN INTERCEtTING SEWER
Commences at the intersection OF Grand ave
easterly direction on JefferSSn street 10 me tne
Southern Charter boundary; thence along SAID
boundary to Santa Fe avenuei thence nottaeriy
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 cros-
ing of the river shall be six million gallons per
twenty-four hours, and the materials IN lts
salt glazed vitriied pipe. From the last men
toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt-glazed
The estimated cost is 100000.
CENTRAL INTERPRETING SEWER.
Comm ences at the intersection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue tolWashipgton 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
northerly on Hawthorne to a point ABOUT 500
feet north of Eighth street; thence easterly auo
along the southerly boundary of the Schearer
land to Lemon street; thence on Lemon north, Q. n
Tulip street; thence on Tulip northerly to sixth
street; thence easterly on Sixth street and It's
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-
tion OF said sewer shall be as follows;
ington streets, oval, 3 feet 10 inches by feet
inches; thence to Maple ave, ue, 3 feet inches
by feet inches: thence oval, feet oy ieel
inches to Hawthorne street; thence oval, z
feet 10 inches by feet 3 inches to Alameds
street; thence oval feet 8 inches by feet &c
Tulip street; THENCE oval, feet 9 inches 0 oy d
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence ova
feet by q feet 10 Kuhrts street; thence circular
I8ineh to Downey avenue; thence circular 10
inch to Hayes and Arroyo Seco streets
The material in oval sewers to be BRICK
aud in a
sewers, vitrifed saltglazed pipe, excepting al
the river crossing. which will be Of boiler OF
cast-Iron
The estimated cost of this sewer is $174,O
WESTERN INTEReEPTING SEWER.
Commences at the intersection of Jefferson
street and Wesley avenue and runs westerly Oh
Jefferson to the west city boundary; thence
northerly along and near said boundary 10 the
west end of emple street,
The form, size and materials in the construe
tion of said sewer shall be as follows
From commencing point 60 Washington
street. circular, twenty-four inches interna
diameter of vitrihed saltglszed pipe, or the
equivalent capacity in brick OF oval form.
From the latter mentioned point to its ter
minal, it will be ircular with inside diameter'
of 20 inches to Ninth street. Is inches TO Eightf
street and Is inches to Temple street The
material in construction to be vitrifed salt
glazed pipe.
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 'uns northerly on Alameda street
to Macy street.
sewer to be as follows: From Ninth street TO
Seventh street oval feet inches by u feet
inches; thence oval ieet 6y tee' TO TO siH1a fe
inches to Palmet street; thence oval feet
8 inches by feet 6 inches to Huber street;
thence oval g feet inches by feet inches to
Second street, thence oval Q feet by 3 feet 10
Jackson street; thence circnlar "a inches to
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 $65 900.
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 Angeles river, thence par
allel with the river to the patent city boundary
The internal diameters and form OF sale
sewer to be as follows:
From the said commencement point to Third
and Flower streets, oval feet by feet; thence
oval feet 2 inches by feet 3 inches e
Flower and Ninth streets; thence oval feet 10
inches by feet 3 inches to Ninth and olive
streets; thence oval 5 feet by z feet 6 inches tc
Maple avenue; thence circular feet inches
to Wolfskill street. thence circular. feet
inches to Hawthorne street; thence circular
feet to Alameda street; thence circular feet
to the Los Angeles river; thence in hume lo
feet wide to the southern city patent Doun
dairy.
The material in the construction of faid
sewer TO consist of brick, concrete, cement and
wood.
The estimated cost is $275 200.
ELYsIAN HILLS STORM SEWER.
The Elysia n Hill storm sewer commences al
point under ZaDja Madre in the property o
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
tion of Bloom street to the Los Angeles river.
The form of said sewer to be circular, with q
capacity to discharge 100 cubic feet pei
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 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 $500
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at po1ut where the
extension of Sixth street would 1ntersect An
derson street, and runs easterly 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
ITO cubic feet per second.