Los Angeles daily herald., 1889-06-20

Section 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
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 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 $40 900.
SOUTHERN INTERFERING 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
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, ana the
materials In It's sns consist s OF
the last mentioned point to the terminus the
size to be twenty inches, and to be of vitrifed
salt glazed pipe.
CENTRAL INTERCEPTING SEWER.
Commences at the intersection of Jefferson
street and Grand avenue, and runs northerly
on Grand avenue to Was hington 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 300
| feet north of Eighth street; thence easterly and
| along the southery boundary OF the scnearer
/ 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 ]. 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 Seeo streets.
The form, size and material in the cons true
/ tion of said sewer shall be as follows
| From commencing point 10 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 feet
| & inches to Hawthorne street; thence oval.
feet 10 inches by feet inches to Alameda
| street; thence oval, 2 feet inches by feet to
Tulip street; thence oval, feet inches by
| feet inches to Los Angeles River; thence
| circnlsr 24-inch to Mission street; thence oval
| A feet by feet to Kuhrts street; thence circu-
lar 18.inch to Downey avenue; thence circular
| 15-inch to Hayes and Arroyo Seco streets.
The material in oval sewers TO be brick,
| cement and concrete; and in the circular
sewers, vitrifed salt.glazed pipe, excepting at
| tue TlNtI CIObnlh6, WbiSh WAL pO VI po1ASA va
The estimated cost of this sewer is $174, 600
| WESTERN INRERCEPTING 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
1 west end of Temple street
| The form, size ant materials in the cOnstruc-
| 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, the
i 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. 8 inches to Eighth
street and Is inches to Temple street. The ma
terial in construction to be vitrifed salt
glazed pipe. o,
| ALAMEDA STREET STORM SEWER.
J 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
street; thence oval feet 10 inches by S feet
inches to Palmetto street; thence oval 3 feet
| inches by feet inches to Huber stres t.;
thence oval 3 feet inches by feet inches to
Second street; thence oval 2 feet by 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
sewer TO consist of brick, concrete, cement and
| vitrified salt-glazed pipe.
The estimated cost is 900, 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
i thence on Third to Flower street, thence on
Flower to Ninth street thence on Ninth street
easterly to the Los Angeles river, thence par
Il aliel with the river to the patent city boundary.
| The internal QIamBtere ana form Oh SAID
sewer to be as follows
From the said commencement point to Third
and Flower streets, oval feet by feet; thence
/, oval 4 feet 2 inches by feet inches to
Flower and Ninth streets; thence oval feet 10
inches by feet inches to Ninth and Ollve
, streets; thence oval feet by feet & inches to
| Maple avenne; thence circular feet q inches
to Wolfskill street; thence circular feet
inches to Hawthorne street; thence circular .
feet to Alameda street; thence circular feet to
| the Los Angeles river; thence In hume 10 feet
. wide to the southern city patent boundary.
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 sian Hill storm sewer commences al
| point under Zanja Madre in the property oi
the Capitol Milling Company, in the city OF Los
Angeles, and runs easterly across Alameds
street to Exchange street; thence along TX TX
r change to San Fernando street; thence to Mis-
p sion street; thence caste rly along Mission tc
4 Bloom street; thence southerly in the prolonga
Il tiOn OF Bloom street 10 the Los Angeles river,
The form of said sewer to be circular, Will
a capacity to discharge 100 cubic feet pei
second.
The material in IS construction to consist ol
brick, cement, concrete and iron.
e The estimated cost is $4,000.
e ARROYO DE Los Posos STORM SEWER.
y 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
3 feet per second: :. ,-..,
| and cement,
e The estimated cost is $4,000.
HoLLENBECK-ARRoYo STORM SEWER.
The sewer commences at point where the
o extension of Sixth street would intersect An
derson street, and runs easterly on the pro
q posed Second steeet extension to proposed
\ street in Hollenbeck arroyo; thence northerly
a along said street to Louisiana avenue.
The delivery of said sewer at its outlet to be
e 110 cubic feet per second.
n The material in its construction to be brick
G iron and cement
The estimated cost is $35, 900.
e KUHRTs-sTREET STORM SEWER.
u Commences on Kuhrts street at Lamar stree
and runs easterly on Kuhrts to Workman street
e The size and form of said sewer from LANAI
~ to Walnut is oval two feet eight inches by ioui
feet; thence oval, two feet six inches Dy thie'
e feet nine inches to Chestnut street, thence oval
70 two feet by three feet to workman street;
y The material in construction te be brick anC
u cement.
eI MOZART STREET STORM SEWER
!. Commences at Lamar and Kuhrts streets, AM
runs essterly on Mozart street to workman
street.
The size and form of said sewer from Lama