Los Angeles daily herald., 1889-07-18

THE CITY OF Los ANGELES.
The Mayor and Council of the City Of Los Anqe.
les, do orddin as fOllOicS:
SECTION /. That the public inte est and ne
cessity 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 l 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 ave-
nue.; thence on Wesley avenue to right of way
of the Southern Pacific Railroad Company, be-
tween Les Angeles and Santa Monicai thence
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 tran sverse 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
sewer to consist of brick, cement, concrete and
IRON
The estimated cost is $440. 000
SOUTHERN INTERoEETING SEWER.
Commences at the Intersection of Grand ave-
nue. and Jefferson street and runs in south
e8sterly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northerly
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 eros
ing of the river shall be six million gallons per
twenty-four hours, and the materials in its
construction shall consist OF either brlck or
toned point to the terminus the size to be
twenty inches, and to be of vitrlhed salt-glazed
pipe.
The estimated cost is 100000.
CENTRAL INTERCEPTING SEWER.
Commences at the inter- ection OF Jefferson
street and Grand avenue, and runs northerly
on Grand avenue tojWashipgton street; thence
easterly along Wa. hington street to Peru street.;
thence northerly ON Peru 10 Vejar street; thence
easterly on Vejar to Hawthorne street; thence
northerly on Hawthorne to point about 800
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 ana us
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-
tion OF said sewer shall be as follows;
ington streets. oval, 8 feet 10 inches by 5 feet
inches thence to Maple aveu ne, 3 feet inches
by feet inches: thence oval, feet by feet
feet 10 inches by A feet inches to Alameda
street; thence oval 2 feet inches by a feet to
Tulip street, thence oval feet inches by 3
feet 9 inches to Los Angeles River; thence
across the river with 80 inch iron pipe; thence
circular 24-inch to Mission street; thence oval
feet by feet to Kuhrts street, thence circular
ls.inch to Downey avenue; thence circular 10
The material in oval sewers to be brick,
cement and concrete; and in the circular
sewers, vitrified saltglazed pipe, excepting at
tbn rixr xuhi will he n
cast-lron
The estimated cost of this sewer is $4,000.
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 near 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 TO washington
street, circular, twenty-four inches internal
diameter of vitrifed ezed pipe, or the
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. Is inches to Eighth
material in construction to be vitrifed salt
glazed pipe.
Estimated cost of this sewer is 100000.
ALAMEDA STREET STORM SEWER.
The Alameda street storm sewer commences
at the intersection of Ninth and Alameda
streets and ,uns 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 2 inches by feet
inches; thence oval feet by feet to Sixth
street; thence oval 3 feet 10 inches by feet
8 inches to Palmet o street; thence oval feet
8 inches by 5 feet inches to Huber street.
| thence oval 3 feet inches by feet inches to
Second street; thence oval feet by. 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 consist of brick. concrete, cement and
| vitr fed salt glazed pipe
The estimated cost is 100000.
FLOWER AND NINTH STREET STORM sEwRR.
| 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 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 6 feet; thence
| oval 4 feet 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 feet 6 inches to
| Maple avenue; thence circular z feet inches
| to Nolfskil street; thence circular Z feet Q
inches to Hawthorne street; thence circular :
feet to Alan.e street. thence circular feet
| to the Los Angeles river; thence in Hume lO
feet wide to the southern city patent boun'
Diary.
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 Elysia n Hill storm sewer commences at
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 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
brias, cement concrete and iron.
The estimated cost is $4,000.
ARROYO DE LOS Posos STORM SEWER.
Commences on Also 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 1000.
NEUTRALITY-SUSPICIOUS. STORM SEWER.
The sewer commences at point where the
| extension of Sixth street would interseet An
| ofd