Los Angeles daily herald., 1889-07-24

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INTEREST DEMANDS THE CONSTRUCTION OF
CERTAIN PUBLIC SEWERS THE COST OF WHICH
/ WILL BE TOO GREAT TO BE PAID OUT OF THE
ORDINARY ANNUAL INCOME AND REVENUE OF
THE CITY OF Los ANGELES.
The Mayor and Council of the city of Los Ange.
les, do orddtn as follolus:
SECTION l. That the public inte est and ne
cessty 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
ordinary annual income and revenue of the
City OF Los Angeles.
| SEC. 5. The system of sewers mentioned in
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 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 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 70 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 1t
will be circular. of the equivalent capacity.
The material in the construction of the said
iron.
The estimated cost is $40 600.
SOUTHERN INTERCEfTING SEWER.
Commences at the intersection of Grand ave-
nue. and Jefferson street and runs in a 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 easterly on the Patent boundary to it's
| intersection with Hostetter avenue.
The full bore capacity OF said sewer i from Its
ing of the river shall be six million gallons per
twenty-four hours, and the materials in its
shall consist cons Of either ne, oIcR or
toned point to the terminus the size to be
twenty inches, and to be of vitrihed salt-glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERPRETING SEWER.
Commences at the inter- ection of Jefferson
street and Grand avenue, and runs mort therly
on Grand avenue tolWas shiDgton street; thence
easterly along Was hington 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 Was b.
iington streets. oval, feet 10 inches by feet
inches thence to Maple ave. ne, feet inches
by feet inches thence oval feet by feet
inches to Hawthorne street; thence oval,
feet 10 inches by et inches to
Tulip street; thence oval, feet inches by 3
feet inches to Los Angeles River; thence
the WITH m 80 ncn Iron Pipe
feet by feet to Kuhrts street; thence circular
1S'inch to Downey avenue; thence circular 10
inch to Hayes and Arroyo SecO streets
m hrpR
cement and concrete; and in the circular
sewers, vitrifed saltglazed pipe, excepting at
the river crossing, which will be OF boiler or
The estimated cost of this sewer is $174, 900.
WESTERN INrERcEPTING SEWER.
Commences at the intersection of Jefferson
street and Wesley avenue and runs westerly ON
Jefferson to the west city boundary; thence
northerly 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:
From commencing point 60 Washington
street, circular, twenty-four inches internal
diameter of vitrifed salt-glszed pipe, or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
minal, 1t will be circular 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 v1trihed salt
glazed pipe.
ALAMEDA STREET STORM SEWER.
at the intersection of Ninth and Alameda
streets and ,uns northerly on Alameda street
to Macy street.
The foIm and internal diameters of said
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by feet
inches; thence oval A feet by u feet to sixth
street; thence oval feet 10 inches by 5 feet
inches TO Palmetto street; thence oval feet
8 inches by feet 6 inches to Huber street;
thence oval feet inches by 8 feet inches to
Second street: thence oval 2 feet by 3 feet 10
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 con sist OF brick, concrete, cement and
vitri fed salt glazed pipe
The estimated cost is $65, 900.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
com mences 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 Ang- les 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 A feet 2 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 z feet6 inches to
Maple avenue; thence circular feet inches
to olfskiu street; thence circular feet9
inches to Hawthorne street; thence circular .
feet to Alameda street; JnenCe circular y Ieet
to the Los Angeles river thence in fiume 10
feet wide to the southern city patent boun'
Diary.
The material in the construction of said
sewer 10 consist of ck, concrete, cement and
wood.
The estimated cost is $275 900.
ELYsIAN HILLS STORM SEWER.
The Elysia Hill storm sewer commences at
a 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 Ft rnando street; thence to Mis-
| sion street; thence easterly along Mission TO
Bloom street; thence toutherly in the prolonga
| ton 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 $4,000.
| ARROYO DE LOS pesos STORM SEWER
| Commences on Also street at the Los Ange-
| les river ana 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.
| MISUNDERSTANDING 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
1 afr al In 11nt Nhnnly thnnna