Los Angeles daily herald., 1889-07-13

AN ORDINANCE DETERMINING THAT THE fubi.lo M
INTEREST DEMANDS THE CONSTRUCTION OF
cKRTATN PUBLIC SEWERS, THE COST OF WHICH
Will BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANEUAL INCOME AND REVENUE OF
THE CITY OF LOS ANGELES
The MAJOR and Council of the city Of Los Ange
les, do Orddin as fottO0s:
SECTION l. That the public inte est and ne
cessity of the city o. Los Angeles demands that
construction of certain public sewers, the cos
of which will be too great to be paid out OF the
ordinary annual income and revenue OF the
SEC. S. The system of sewers mentioned in
Section l 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 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 station I;
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 uiatneters
OF four and six feet, except at the crossing OF
Ballona creek aud at the ocean END, where IL
will be oiFcasr OF the OF the said
sewer to consist of brick. cement concrete ana
The estimated cost is $4,000.
SOUTHERN IsTERcEfTING SEWER.
Commences at the intersection of Grand ave-
nue. and fferson street and runs IN souIn-
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 It's
intersection with Hostetter avenue.
The full bore capacity of said sewer from its
commencing point to the east END OF the thee eros, s
twenty-four hours, and the materials in Its
construction shall consist OF either brick or
toned point to the terminus the size to be
twenty inches, and to be OF vitrifed salt-g glazed
The estimated cost is $50, 900.
CENTRAL INTERPRETING SEWER
Comm ences at the intersection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue toiWsshington street; thence
easterly along Wa shington street to Peru street;
thence norherly on Peru to Vejar street; thence
easterly on Vejar to Hawthorne street; thence
mort hery on hawthorne to point anon. S0o OO
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 or Sixth street ana II S
extension through lands of J. Regan to Ander-
sou 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
The form. size and material in the construc-
ton OF said sewer shall be as follows:
ington streets, oval 8 feet 10 inches by 5 feet
inches; thence to Maple avebue, 3 feet 3 inches
by feet inches: thence oval, feet by teet
6inches to Hawthorne street; thence oval, =
feet 10 inches by a feet inches to Alameda
street; thence oval, feet inches by a feet to
Tulip street; thence oval, 2 feet inches by .
feet 9 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 feet to Kuhrts street; thence circular
18inch to Downey avenue; thence circular To-
inch to Hayes and Arroyo Seco streets
The material in oval sewers to be brick,
cement and concrete; and in the circular
sewers vitrihed salt glazed pipe, excepting at
the river crossing, which will be OF boiler OK
cast-1ron
The estimated cost of this sewer is $4,000
WESTERN INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street aud Wesley avenue and runs westerly on
Jefferson to the west city boundary; thence
northery elopg and near said boundary to the
west end of emple street.
The FORM size and materials in the construc-
tion OF said sewer shall be as follows:
From commencing point TO washington
street, circular, twenty-four inches internal
diameter of vitrifed sat-glazed pipe, OF the
equivalent capacity in brick OF oval form.
From the latter mentioned point to its ter
minal 1t will be ircular with inside diameters
OF 20 inches to Ninth street. is inches TO Eighth
street and Is inches to Temple street. The
material in construction to be vitrifed salt
glazed pipe. nooooo
Estimated cost OF this sewer is 100000.
ALAMEDA STREE STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets and ,uns northerly on Alameda street
The fo'm and internal diameters of said
sewer to be as follows: From Ninth street TO
Seventh street oval feet inches by feet
inches; thence oval feet by feet to Sixth
street; thence oval feet 10 inches by feet
9 inches to Palmet street.; thence oval feet
thence oval 8 feet inches by feet inches to
Second street; thence oval 2 feet by feet 10
Jackson street; thence circular "A inches to
Aliso street, thence ciicular 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 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
easteriy 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 z feet inches to Ninth and olive
streets; thence oval feet by feet g inches to
Maple ayenue thence circular d feet iRcnes fSa.
inches to Hawthorne street; thence circular 3
feet to AlaI, I,eda street; thence circular feet
to the Los Angeles river; thence in fume 10
feet wide to the southern city patent boun'
dairy.
The material in the construction OF fald
sewer TO consist of brick, concrete, cement ana
wood
The estimated cost is 1915. 900,
ELYsIAN HILLS STORM SEWER.
The Elysia 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 scross Alameda
street to Exchange street, thence along Ex-
change to San F. rnando street; thence to Mis-
sion stree t; 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
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 100000.
ARROYO DE LOS pesos STORM SEWER.
Commences on Ali.o 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 $12 900.
HoLLENBECK-ARRoYo STORM SEWER. ,
The sewer commences at point where the
derson street, aud runs sasterly on the pro-
posed Second-street extension to a 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.
The material in its construction to be brick,
nd