Los Angeles daily herald., 1889-07-15

SEC g. 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 al the III
tersection of Grand avenue and Jefferson street.
aud run westerly on Jefferson to 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
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 diameters
of four and six feet, except at the crossing OF
Bsllona creek and at the ocean emo, it9l wnere IL
The material in the construction OF the sald
sewer to consist of brick, cement, concrete and
iron. oo
The estimated cost is $4,000.
SOUTHERN INTERFERING SEWER.
Commences at the intersection OF Grand ave
nue. and ferson street and runs INA IN Sc south, IN
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 eros
ing of the river shall be six million gallons per
twenty-four hours, and the materials in its
salt glazed vitrifed pipe. From the last meu-
toned point to the terminus the size to be
twenty inches, and to be of vtri6ed 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 toJWashington street: thence
easterly along Washington 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 300
feet north of Eighth street; thence easterly aud
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 its
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:
From commencing point to Hill and Wash
ington streets. oval, feet 10 inches by feet
inches; thence to Maple aveuue, feet inches
by 5 feet 6 inches: thence oval, feet by feet
feet 10 inches by feet 3 inches 10 Alameda
street; thence oval. 2 feet inches by A feet to
feet inches to Los Angeles River; thence
across the river with 30 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
feet by feet to Kuhrts street; thence circular
18-inch 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, vitrified salt glazed pipe, excepting at
the river crossing, which will be of boiler or
The estimated cost of this sewer is 1914, 900
WESTERN INTERCEPTING 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 ear 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-glazed pipe, or the
brick
From the latter mentioned point to its ter
minal, it 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 vitrifed salt
glazed pipe.
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 fom and internal diameters of said
sewer to be as follows: From Ninth street to
Seventh street oval feet 2 inches by = feet
inches thence oval 4 feet by feet to Sixth
street; thence oval feet 10 inches by feet
9ipches to Palmeto street; thence oval feet
8 ipches by feet inches to Huber street;
thence oval 3 feet inches by feet inches to
Second street; thence oval 2 feet by feet 10
Jackson street; thence circular "a inches to
Also street; thence ciI cular 20 inches to Macy
street.
The material in the constipation of said
sewer to consist of brick, concrete, cement and
vitr fed salt glazed pipe
The estimated cost is $65,OOO.
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 Third to Flower street, thence on
Flower to Ninth street, thence o Ninth street
easterly to the Los Angeles river, thence par
slel 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 2 inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by feet inches to Ninth aud Olive
streets; thence oval feet by z feet6 inches TO
to " olfskill street; thence circular feet 3
inches to Hawthorne street; thence circular !
feet to Alameda street; thence circular rect
to the Los Angeles river; thence IN hume ~
feet wide to the southern city patent boun
dairy.
sewer to consist of brick, concrete, cement ana
wood.
The estimated cost is $275, 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, aud runs easterly across Alameda
street to Exchange street; thence along Ex-
change to San F. rnando street; thence to Mis-
sion street; thence easterly along Mission to
Bloom street; thence southerly 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 aud iron.
The estimated cost is $3OOOO.
ARROYO DE Los pesos STORM SEWER.
Commences on Alto 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 Wnere tne
extension of Sixth street would intersect An
derson street, and runs easterly on the pro
D posed Second-street extension to proposed
strf 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 $35, 900.
KUHRTs-sTREET STORM SEWER
Commences on Kuhrts street at Lamar street
and runs easterly on Kuhrts to Workman street.
The size and form of said sewer from Lamar
to Walnut is oval two feet eight inches by four
feet thence oval, two feet six inches by three
feet nine inches to Chestnut street; thence
oval two feet by three feet to workman street.
The material in construction to be brick and
cement.
The estimated cost is $9,o 600.
MozART-sTREET STORM SEWER.
Commences at Lamar and kunrts streeIs,
lNNaN