Los Angeles daily herald. [microfilm reel] (Los Angeles [Calif.]) 1884-1890, 1889-06-07

and run westerly on Jefferson to Wesley
way of the Southern Pacific Railroad Company,
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 diameters
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 $44o 900.
SOUTHERN INTERPRETING SEWER.
Commences at the intersection of Grand ave-
easteily direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northerly
thence easteriy on the Patent boundary to it,
intersection with hostetter avenue.
The full bore capacity of said sewer from its
efossng o Se river 10 the sha be six m
lion gallons per twenty-four hours, and the
materials in its construction shall consist Of
the last mentioned point to the terminus the
size to be twenty inches, and to be of vitrifed
salt glazed pipe.
CENTRAL INTERPRETING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue, and runs northerly
on Grand avenue to Washington 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 800
feet north of Eighth street; thence easterly and
along the southerly boundary of the 6chearer
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. Regain to Ander
son street; thence on Anderson to First street;
thence northerly on Anderson to Also street;
thAn nv n ~ nuc n a
official river bed to the Intersection of Hayes
and Arroyo Seco streets. Etss y
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 5 feet
inches; thence to Maple avenue, feet inches
6 inches to Hawthorne street. thence oval.
feet 10 inches by A feet 8 inches to Alameda
street; thence oval, 2 feet inches by 4 feet to
Tulip street; thence oval, feet inches by
feet 8 inches to Les Angeles River; thence
across the river with 80 inch iron pipe; thence
circular "a inch to Mission street; thence oval
feet by feet to Kuhrts street, thence circu-
lar 18inch to Downey avenue; thence circular
15:inch to Hayes and Arroyo Seco streets.
The material in oval sewers 70 be brick,
sewers, vitrifed salt-glazed pipe, excepting at
the river crossing, which will be OF boiler or
The estimated cost of this rewer is $174, 600.
WESTERN IsRERcEPTING SEWER
Commences at the intersection of Jefferson
street and Wesley avenue and runs We sterly on
Jefferson to the west city boundary; thence
northerly along and near said boundary to the
west end of Temple street.
The form, size ana materials in the construc-
ton of said sewer shall be as follows
street, circular G twenty.four inches internal
diameter of vitrihed salt-glazed pipe, or the
equivalent capacity in brick of oval form.
minsl, it will be circular with inside diameters
OF 20 inches to Ninth street 8 inches to Eighth
street and Is inches to Temple street. The ma
teIial in construction to be vitrihed salt
glazed pipe.
The estimated cost of this sewer is $50, 900.
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
The form and internal diam eters of said
Seventh street oval a feet 2 inches by feet
inches; thence oval 4 feet by 6 feet 10 Sixth
street; thence oval 3 feet 10 inches by 5 feet
inches to Palmetto street; thence oval feet
8 inches by feet inches to Huber street;
thence oval feet inches by feet 3 inches to
Second street. thence oval 2 feet by 8 feet to
Jackson street; thence circular "a inches to
Also street; thence circular 20 inches to Macy
street.
The material in the construction of said
vitrifed saltglazed pipe.
The estimated co tbs $65, 600.
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 on Ninth street
essterly 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 6 feet; thence
oval feet inches by feet 3 inches to
ys.,%I 80, afg.t 1.v, farfI
inches by feet inches to Ninth and Olive
Streets thence oval feet by feet inches to
Maple avenue; thence circular z feet inches
inches to Hawthorne street. thence circular 8
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in fume 10 feet
The material in the construction OF said
sewer to consist of brick, concrete, cement and
The estimated cost is $275, 900,
ELYsIAN HILLS STORM SEWER.
The Ely .ian Hill storm sewer commences at
a point under Zanja 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
capacity to discharge 100 cubic feet per
second.
The material in is construction to consist of
brick, cement concrete and iron.
The estim ated cost is $50, 900.
ARROYO DE Los pesos STORM SEWER.
Commences on Also street 1.-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, 600.
HoLLENBEcK-ARRoYo STORM SEWER
The sewer commences at point where the
extension of Sixth street would inter,ect An
derson street, and runs easterly on the pro-
posed Second .steeet extension to proposed
street 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 10 De Drlck,
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 te be brick ana
cement. E1&
MOZART STREET STORM SEWER
Comm snces at Lamar and Kuhrts streets, and
runs easterly on Mozart street to workman
street.
The size and form of said sewer from Lamar
to HAYES is oval 3 feet inches by feet: thence
oval 3 feet by 4 feet 5 inches to Chestnut
1 % fr.nh hxrI fAA NJ