Los Angeles daily herald., 1889-06-09

1
THE CITY OF LOS ANGELES.
The Mayor and Council of the City Of Los Angelo,
| do orddin as foltot0s;
| SECTION 1. That the public interest and
| necessity of the city of Los Angeles demands
the construction OF certain public sewers, the
cost of which will be too great 10 be paid out Of
| the ordinary annual income and revenue OF the
| City of Los Angeles
SEC 2. The system OF sewers mentioned In
Section l of this ordinance is more particularly
| described as follows, to.wit:
| oUTFALL sEwRR.
| The outfall sewer is to commence at the in
| tersecton of Grand avenue and Jefferson street,
and run westerly on Jefferson to Wesley
| avenue; thence on Wesley avenue to right OF
| way of the Southern Pacific Railroad Company,
| between Los Angeles and Santa Monica; thence
| along said right of way to Bal1ona 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 $4,000
SOUTHERN INTERFERING SEWER.
Commences at the intersection of Grand ave-
| nue. and Jefferson street and runs in south
| easteIly direction on Jefferson street to the
Southern Charter boundary; thence along said
boundary to Santa Fe avenue; thence northeIly
| 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 saltglazed vitrifed pipe: From
| the last mentioned point to the terminus the
size to be twenty inches, and to be of vitrifed
The estimated cost is 100000. 90.
| CENTRAL INTERPRETING SEWER.
| Commences at the intersection of Jefferson
on Grand avenue to Was hington street; thence
easterly along Washington street to Peru street.;
thence n0rtherly 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 eastery and
along the southerly boundary of the schearer
1 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 ]. Regain to Ander-
| son street; thence ON Anderson to First street;
| thence northerly on Anderson to A liso street:
thence northerly along the east side Of the
| official river bed to the Intersection OF Hayes
and Arroyo Seco streets yssesss
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, 8 feet 10 inches by feet
inches; thence to Maple avenue, 3 feet inches
by feet inches; thence oval, feet by feet
feet 10 inches by A feet inches to Alameda
street; thence oval, feet inches by A feet to
Tulip street; thence oval, 2 feet inches by ;
feet 9 inches to Los Angeles River; thence
across the river with 80 inch iron pipe; thence
circular 24inch to Mission street; thence oval
| 4 feet by feet to Kuhrts street; thence circu
lar 18inch to DowGey avenue; thence circular
15inch to Hayes and Arroyo Seco streets.
The material in oval sewers 70 be brick
cement and c9ncrste and in the c,Teala,
the river crossing, which will be of boiler OF
| cast-iron.
l WESTERN INRERcEPTING SEWER
| Commences at the intersection of Jefferson
| street and Wesley avenue and runs westerly on
Il Jefferson to the west city boundary; thence
northerly along and near said boundary to the
Il The form, size and m aterials in the construc
ton of said sewer shall be as follows:
From commencing point to WASHINGTON
diameter of vitrifed salt-glazed pipe, or the
equivalent capacity in brick of oval form.
minei it win be with inside diameters
of 20 in ches to Ninth street. inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vitIifed salt
glazed pipe.
The 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 runs northerly on Alameda street to
Macy street,
! The form and internal diameters of said
sewer to be as follows: From Ninth street 70
Seventh street oval feet 1ncnes by rect
street; thence oval 3 feet 10 inches by 5 feet
| 8 inches to Palmetto 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 2 feet by 3 feet to
| j. ckson 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
| vitrified sslt-glazed pipe.
| The estimated cot is sos, 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 easteIly on second 10
Pearl street. thence on Pearl to Thru ih ,treet
| 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
Il sewer to be as follows
. | From the said com mencement point to Third
ona feet iseSes by Feet
| Flower and Ninth streets; thence oval feet IL
inches by feet inches to Ninth and olive
streets; thence oval feet by feet & inches to
| Maple avenue; thence circular 7 feet 6 inches
| to Wolfskill street; thence circular feet
inches to Hawthorne street; thence circular .
the Los Angeles river; thence in a flame 10 feet
wide to the southern city patent boundary.
| The material in the construction OF sa1o
sewer to consist of brick, concrete, cement and
wood.
The estimated cost is 1915, 900.
/ ELYsIAN HILLS STORM SEWER.
| The Ely sian Hill storm sewer commences al
l. a point under Zanja Madre in the property oil
the Capitol Milling Company, in the city of Los
Il Angeles, and runs easterly across Alameds
i street to Exchange street, thence along Elk
change to San Fernando street; thence to Mis-
Il sion street; thence caste rly along Mission tc
Il 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
a capacity to discharge 100 cubic feet pei
second.
The material in is constructionto consist oil
brick, cement, concrete and iron.
The estim ated cost Is 100000
| ARROYO DE Los Posos STORM SEWER.
Commences on Also street at the Los Angeles
river and runs easterly on Also sire Let 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, COO.
Il MISUNDERSTANDING STORM SEWER.
The sewer commences at point where the
| extension OF Sixth street would fntersect An
/ derson street, and runs eas.erly on the pro.
/ posed Second steeet extension To proposes
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 to be brick
iron and cement
The estimated cost is $35, 900.