Los Angeles daily herald., 1889-06-18


| Section of this ordinance is more particular.
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 Wesle!
| avenue; thence on Wesley avenue to right O.
| 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
i with internal transverse and vertical diameteri
| of four and six feet, except at the crossing Of
Ballona creek and at the ocean end, where il
| 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 $40 900.
| SOUTHERN INTERPRETING SEWER.
Commences at the intersection of Grand ave
| nue. and Jefferson street and runs in south
| easJerly 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
| commencing point to the east end of the
| crossing of the river shall be six mil
| lion gallons per twenty-four hours, and the
materials in its construction shall consist of
either brick or saltglszed vitrifed pipe. From
the last mentioned point to the terminus the
| size to be twenty inches, and to be of vitrifed
salt glazed pipe.
The estimated cost is $50, 200. co.
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 point about 800
| 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 Oh sixth street and its
extension through lands of J. Regan to Ander-
| son street, thence on Anderson to First 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 conktruc-
| tion 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 3 feet inches
by 5 feet inches; thence oval, 3 feet by a feet
6 inches to Hawthorne street; thence oval, 2
feet 10 inches by feet inches inches to Alameda
Tulip street; thence oval, 2 feet inches by 3
| feet inches to Los Angeles River; thence
across the river with 80 inch iron pipe thence
cir rcnlar 24-inch to Mission street; thence oval
feet by 6 feet to kuhrts street; thence circu-
| lar 1S-1nch to Downey avenue; thence circular
15inch to Hayes and Arroyo seco streets.
The material in oval sewers 70 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 $174 900
WESTERN INRERCEpTING SEWER
Commences at the intersection of Jefferson
street and Wesley avenue ana runs westerly on
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:
commanding nOint to Washington
street, circular, twenty-four inches internal
diameter of vitrifed salt.glazed pipe. or the
equivalent capacity in brick of oval form.
From the latter mentioned point to its ter
minsl, it will be circular with inside diameters
of 20 inches to Ninth street. inches to Eighth
street and Is inches to Temple street. The ma
! terial in construction to be Vltr1hed 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
Macy street.
The form and internal diameters of said
sewer to be as follows: From Ninth street to
Seventh street oval feet inches by feet
8 inches; thence oval feet by feet 10 Sixth
street: thence oval 3 feet 10 inches by 5 feet
8 inches by 5 feet inches to Huber street,
thence oval feet inches by 5 feet inches to
Second street; thence oval feet by feet to
j. ckson street. thence circular % inches to
Aliso street; thence circular 20 inches to Macy
street.
The material in the construction of said
sewer 10 consist of brick, concrete, cement and
yitrified salt-glazed pipe.
The estimated co Il is 500, 600.
FLOWER AND NINTH STREET STORM SEWER.
The Flower and Ninth street storm sewer
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
easterly 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 A feet 2 inches by 6 feet 8 inches to
Flower and Ninth streets; thence oval feet 10
inches by Z feet inches to Ninth and Olive
streets; thence oval feet by z feet inches to
Maple avenne thence circular feet inches
| to Wolfskill street, thence circular feet .
inches to Hawthorne street, thence circular 8
feet to Alameda street; thence circular feet to
the Los Angeles river; thence in tume 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 $275 900,
ELYsIAN HILLS STORM SEWER.
| The Ely sian 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'
i change to San Fernando street; thence to Mis-
| sion Street. thence caste rly 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
a 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 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 $4,000.
| HoLLENBECK-ARRoYo STORM SEWER.
| The sewer commences at point where the
extension of Sixth street would 1ntersect An
i derson street, and runs easterly on the pro:
i posed Second .steeet extension to proposed
| street in Holenbeck 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
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 Lamal
to Walnut is oval, two feet eight inches by toul
feet; thence oval, two feet six inches by thret
feet nine inches to Chestnut street; thence oval
two feet by three feet to Workman street.
The material in construction to be brlck aDf
cement
The estimated cost is SO 600.
MOZART STREET STORM SEWER
Commences at Lamar and Kuhrts streets, ant
| runs easterly on Mozart street to workman