Los Angeles daily herald., 1889-06-10

NJN11s~N-1'-~
ORDINANCE NO. 1913.
New Series

AN ORDINANCE DETERMINING THAT THIS PUBLIC
INTEREST DEMANDS THE CONSTRUCTIONS 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 angeles
do ordain as GolloxSj
SECTION l. That the public interest and
necessity of the city of Los Angeles demands
the construction of certain public sewers, the
cost OF which viii be too great o be paid out OF
the ordinary annual incom e and revenue OF the
City of Los Angeles.
SEC q 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,
and run westerly on Jefferson to wesley
avenue; thence on Wesley avenue to right OF
way Of the Southern PACIFIC Railroad Com pany,
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 dismeters
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 $40 000
SOUTHERN INTERFERING 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 its
intersection with Hostetter avenue.
The full bore capacity OF said sewer from its
e eD1' Of the the river shalt be six mil,
materials in its construction shall consist of
either brick or salt glazed vitrifeh pipe. From
the last mentioned point to the terminus the
size to be twenty inches, and to be OF Vitrihed
The estimated cost is 500, 900 90.
CENTRAL INTERPRETING SEWER.
Commences at the intersection of Jefferson
on Grand avenue to Washington street; thence
easterly along Washington street to Peru street;
thence northerly on Peru to Vejar street; thence
easterly on Ve1sr to hawthorne street. the nee
feet north of Eighth street; thencs easterly and
along the southerly boundary Of the schesrer
land to Lemon street. thence on Lemon north
Tulip street, theme on Tulip northe rly to Sixth
| street; thence easterly on sixth street anc 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 HUI and Wash l.
| inches; thence to Maple avenue, feet inches
| by 5 feet inches; thence oval, feet by A feet
inches to Hawthorne street; thence oval, 2
| feet 10 inches by feet inchen to Alameda
| street; thence oval, feet inches by feet to
Tulip street; thence oval, feet inches by 3
feet inches to Los g. Angeles River; thence
ciIcnlar 24-inch to Mission street; thence oval
| feet by 6 feet to Kuhrts street; thence circu'
lar 1sinch to Downey avenue thence circular
The material in oval sewers 20 be brick,
cement and concrete; aid in the circular
sewers, vitrifed salt;glazed pipe, executing at
| the river crossing, which will be of boiler or
The estimated cost Of this sewer is STA 900.
WESTERN INRERCEPTING SEWER
Commences at the intersection of Jefferson
Jefferson to the west city boundary; thence
northerly along and near said boundary to the
west end of Temple street
The form, size an materials in the construc-
ton of said sewer shall be as follows:
From commencing point to Washington
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
of 20 inches to Ninth street, Ii inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vit1ifed salt
glazed pipe. oo
/
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
Macy street.
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by feet
3 inches; thence oval feet by g feet TO Sixth
street; thence oval feet 10 inches by feet
8 inches to Palm etto street, thence oval 3 feet
8 inches by feet 6 inches to Huber street.;
thence oval 3 feet inches by feet inches to
Second street. thence oval feet by feet to
Js ckson street; thence circular "a inches to
| Also street; thence circular 20 inches to Macy
street.
sewer to consist of brick, concrete, cement and
vitrified salt-glaz I'd pipe.
The estimated cost is sos, 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 easteIly On Second to
Pearl street, thence on Pearl to Third ttreet,
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 fotm OF said
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 to
Flower aud Ninth streets; thence oval feet 10
inches by feet inches to Ninth and Olive
streets; thence oval feet by feet g. inches to
Maple avenne thence circular feet . inches
| to Wolfskill street; thence circular z feet 8
| iuches to Hawthorne street. thence circular 8
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in fume 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 1915 900,
ELYsIAN HILLS STORM SEWER
The Ely .ian 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 easterly 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 $780,
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 $12, coo.
NEUTRALITY-SUSPICIOUS. STORM SEWER.
The sewer commences at a point where the
extension of Sixth street would intertect An
derson street, and runs easterly on the pro-
posed Second steeet extension TO a proposed
| street in Hoilenbeck arroyo thence northerly
| along said street to Louisiana avenue.