Los Angeles daily herald., 1889-07-17

les, do OrdGiR as fOltolpS:
SECTION l. 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 Monica; thence
along kaid right OF way to Ballona station
thence along and near the county road from
said station to he 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
Ballone 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 ana
iron.
The estimated cost is $440 00O.
SOUTHERN INTERcEtTING 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 saiu
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, -.
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 brick or
salt glazed vitriied pipe. From the last men
toned point to the terminus the size to be
twenty inches, and to be of vitrifed salt-glazed
pipe.
The estimated cost is 100000
CENTRAL INTERCEPTING SEWER.
Commences at the inter. ection of Jefferson
street and Grand avenue, and runs nor therly
on Grand avenue tojWsshtngton street; thence
easterly along Wa hingtOn 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 easierly and
along the southerly boundary of the Schearer
land to Lemon street; thence on Lemon north
erlv to Seventh street; thence on Seventh 10
Tulip street; thence on Tulip northerly to sixth
street. thence easterly on Sixth street and It's
extension through lands Of j. Regan to Ander-
sou street; thence on Anderson to First street;
thence nOrtherly on Anderson to Also street;
thence northerly along the east sioe OF the
official river bed to the inte, section OF Hayes
and Arroyo SecO streets.
The form. size and material in the construc-
ton OF said sewer thall be as follows:
From commencing point to Hill and was h,
ington streets, oval, 8 feet 10 inches by feet
inches thence to Maple ave ne, 3 feet 3 inches
by feet inches: thence oval feet by feet
6 inches to Hawthorne street; thence oval, 2
feet 10 inches by feet inches 10 alameos
street; thence oval feet inches by A feet To
Tulip street; thence oval, feet inches by .
feet 9 inches to Los Angeles River; thence
across the river with 80 inch iron pipe thence
circular 24-iDch to Mission street; thence oval
4 feet by feet to Kuhrts street, thence circular
19inch to Downey avenue; thence circular 10
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 al
the river crossing, which will be of boiler CT
cast-lrOn,
The estimated cost of this sewer is S174, 900.
WESTERN INTERCEPTNG SEWER.
Commences at the intersection of Jefferson
street aud Wesley avenue and runs westerly on
Jefferson to the west city boundary; thence
northerly along and nj ar said boundary to the
west end of temple street.
The form, size and materials in the c0nstruc-
ton of said sewer shall be as follows:
From commencing point TO Washington
street. circular, twenty -four inches internal
diameter OF vitriied salt,glazed 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
street and Is inches TO Temple street. The
material in construction to be vltrlhea 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
to Macy street.
sewer to be as follows: From Ninth street to
Seventh streey oval feet inches by 3 feet
inches; thence oval feet by feet TO sixth
street; thence oval feet 10 inches by re
8 inches to Palmet street; thence oval feet
8 inches by 5 feet inches to Huber street
thence oval 8 feet inches by feet inches to
Second street; thence oval 2 feet by 3 feet O
Jackson street; thence circular "a cbes 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 fled salt glazed pipe
The estimated cost is 500, 600.
FLOWER AND NINTH STREET STORM sEwER.
The Flower and Ninth street storm sewer
com men ces Mt the intersection OF Beaudry ana
second streets and runs caste fly on Sc conc 10
Pearl street, thence on Pearl to Third street,
thence on Third to Flower street, thence on
Flower to Ninth street, thence Ninth street
easterly to the Los Ang les river, the ce par
allel with the river to the patent city b undar'
The internal diameters and form OF said
sewer to be as follows: ~
From the said commencement point 10 ih,ru
and Flower streets, oval feet by 6 tee thence
oval feet 2 inches BY 6 fee inches tC
Flower and Niuth streets; thence oval feet 10
inches by feet inches TO Ninth ana I'VE
streets; thence oval 5 feet by fee inches to
Maple avenue; thence circular feet = inches
to " Nolfskill street; thence circular feet =
inches to Hawthorne street. thence lrcular
feet to AlaL,ed street; thence circular y feet
to the Los Angel les river; thence in hume IL
feet wide to the southern city p tent boun
Diary.
sewer to consist of br ok, concrete, cement and
wood
The estimated cost is $275 900
ELYsIAN HILLS STORM SEWER.
The Elysia Hill sto,n sewer comm ences a.
point under Zarja Madre in the property Of
the Capitol Milling Company, in the city OF Los
Angeles, and runs easterly rcrass Alamo
street to Exchange 'trert; thence along Ex
change to San f. rn ,ndo street; tnehce TO MIS-
sion stree t; thence easterly along Mission to
Bloom street; thence Outherly in the prolonga
ton of Bloom street to the Los Angeles river;
The form of said sewer to be circ lar, with
capacity to discharge 100 cubic feet pei
second.
The material in its construction to consist ol
brick, cement, concrete and iron.
The estimated cost is 100000.
ARROYO DE LOS pesos ST RIM SEWER.
Commences on Ali street at the Los Anpe-
les river and runs easterly on Also street to
the Arroyo de los Pesos.
The capacity of the said sewert to be 400 cubic
feet per second.
The material In the construction to be brici
and cement
The estimated cost is $4,000.
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at pniat where the
extension of Sixth street would intersect An
derson street. aud ruus easterly on the pro
posed Second-street extension to proposed
strt ct in Hollenbeck arr, yo; thence northerlI